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HomeMy WebLinkAboutSDP202200034 Letter of Revision Letter of Revision 1 2023-03-29COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 May 26, 2023 Scott Collins Collins Engineering 200 Garrett Street, Suite K Charlottesville, VA 22902 VIA EMAIL TO: scottacollins-eneineerine.com RE: LOR#1 for SDP202200034 Tax Map/Parcel#03200-00-00-02300 Dear Applicant, This letter is to approve as a Letter of Revision the site changes proposed in North Pointe Apartments Section IE- Phase A Final Site Plan on the above referenced site plan. The approved LOR drawings are attached with a County signature and approval date of May 22, 2023. This is the first (0) Letter of Revision for this site. Three (3) total Letters of Revision can be approved for each site before a minor site plan amendment is required. Depending on the scope of work proposed, any future changes may necessitate a minor or major site plan amendment as opposed to a Letter of Revision. Sincerely, �v `�.-�.'y Syd Shoaf Senior Planner sshoafAalbemarle.org Phone: (434) 296-5832 ext. 3902 Attachments: Letter of Request Site Plan Changes GENERAL NOTES OWNERS: TMP 03200-00-00-02300 (PORTION OF) NORTH POINTE CHARLOTTESVILLE LLC 263.9 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 NORTH DEVELOPER: GW REAL ESTATE PARTNERS 145 EDHAM DRIVE, SUITE ioo CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 03200-00-00-02300 (PORTION OF) - LOT 2 D.B. 5432, PG.396 io.88 ACRES (LOT 2) ZONING: PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL) - (ZMA-2000-00009 & ZMA-2013-00007), CONTAINING THE FOLLOWING: ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT, FLOOD HAZARD OVERLAY DISTRICT, AIRPORT IMPACT AREA OVERLAY DISTRICT, AND WATER PROTECTION ORDINANCE (WPO BUFFERS). SPECIAL USE PERMITS: SP-2oo6-034: MARCH 13, 2007 SPECIAL USE PERMIT TO ALLOW FILL IN THE FLOODPLAIN OF FLAT BRANCH CREEK FOR THE PROPOSED LEWIS AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND VDOT APPROVAL OF THE ROADWAY AND CULVERT DESIGN. ALSO REQUIRED ARE FEMA APPROVAL OF THE CROSSING, AND A COUNTY APPROVED ESC PLAN AND MITIGATION PLAN, SPECIFIC LANDSCAPING REQUIREMENTS, AND WALL DESIGN DETAILS. SP-2002-72: AUGUST 23, 2oo6 SPECIAL USE PERMIT TO REZONE THE PROPERTY FROM RA TO PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL SPECIFYING THE TYPE OF UNITS, PHASING, CONSERVATION AREAS, OPEN SPACE, GREENWAYS AND ACCESS, LANDSCAPING, ROADWAY CONNECTIONS, AND GRADING UTILITY, AND DRAINAGE RESTRICTIONS. TOTAL PROJECT AREA: LOT 2 -1o.88 ACRES PROPOSED USE: 279 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (129) ONE BEDROOM UNITS (135) TWO BEDROOM UNITS (15) THREE BEDROOM UNITS BLOCK/SECTION CLASSIFICATION: LOT 2, SECTION 2A PROPOSED DENSITY: 279 RESIDENTIAL MULTI -FAMILY UNITS WITHIN 1o.88 ACRES DENSITY = 279/10.88 ACRES DENSITY = 25.6 DUA OPEN SPACE: NO DEDICATED OPEN SPACE IS REQUIRED WITH THIS PHASE OF THE DEVELOPMENT. NORTH POINTE INCLUDES OVERALL OPEN SPACE FOR THE ENTIRE DEVELOPMENT THAT IS DEDICATED FOR PUBLIC USE FOR THE COMMUNITY. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. BUILDING HEIGHTS (TOP OF ROOF) = 45' +/- BUILDING HEIGHT (EAVE OF ROOF) = 32' +/- SETBACKS: FRONT: 8' MINIMUM SETBACK & 5o' MAXIMUM SETBACK GARAGE DOORWAYS: 18' MINIMUM SETBACK SIDE: 6' MINIMUM SETBACK & NO MAXIMUM SETBACK REAR: 1o' MINIMUM SETBACK & NO MAXIMUM SETBACK NOTE: io' MINIMUM SEPARATION BETWEEN BUILDINGS. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (BUILDING FOOTPRINTS RANGE FROM 12,350 SF TO 13,88o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE STREETS: CURB & GUTTER FOR PRIVATE TRAVELWAYS WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE NORTH FORK RIVANNA RIVER, JACOBS RUN AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY LINCOLN SURVEYING, OCTOBER 2021. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, OCTOBER 2021. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE INFRASTRUCTURE IMPROVEMENTS FOR THE NEIGHBORHOOD, INCLUDING CLIFFSTONE BOULEVARD, NORTHSIDE DRIVE, AND THICKET RUN PLACE. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.3.7OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES A LIGHTING PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: THE APARTMENT DEVELOPMENT WITHIN LOT 2 SHALL BE DEVELOPED WITHIN (i) PHASE. THE APARTMENT PROJECT IS ONE OF MANY PHASES OF DEVELOPMENT WITHIN THE NORTH POINTE DEVELOPMENT. THIS SECTION OF THE DEVELOPMENT IS PHASE A OF SECTION 1E. LOT 1AND LOT 3 WITHIN SECTION 1E SHALL BE FUTURE PHASES OF DEVELOPMENT. RECREATION: NO RECREATION SPACE IS REQUIRED WITH THIS DEVELOPMENT. HOWEVER, THIS NORTH POINTE APARTMENT COMPLEX INCLUDES OVERALL RECREATIONAL AREAS AND AMENITIES FOR THE COMMUNITY AND ITS RESIDENTS. BELOW IS A SUMMARY OF THESE AREAS: CLUBHOUSE/POOL/FIRE PIT/GRILL AREA/TOT LOT AREA: 24,900 SF DOG PARK: 1,5oo SF GRILL AREA: 1,25o SF TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE APARTMENT COMPLEX: 27,650 SF PARKING: RESIDENTIAL PARKING REQUIREMENTS: (1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT = 129 ONE UNITS x 1.5 = 194 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT =15o UNITS x 2 = 300 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 494 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 1. OFF-STREET SURFACE PARKING SPACES (INCLUDING 12 VAN ACCESSIBLE ADA HANDICAP SPACES): 475 SPACES 2. ON -STREET PARALLEL PARKING SPACES (ADJACENT TO THE SITE) ALONG NORTHSI DE & THICKET RUN: 32 SPACES TOTAL NUMBER OF SPACES PROVIDED: 507 PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION OF THE PROPERTYAS SHOWN ON SHEET 5. THE MANAGED SLOPES AS SHOWN ON THE PLAN, AS THEY WERE ORIGINALLY PRESERVED SLOPES BUT WERE APPROVED FOR IMPACTS FOR THE INSTALLATION OF THE NORTH POINTE INFRASTRUCTURE, INCLUDING CLIFFSTONE BOULEVARD, NORTHSIDE DRIVE, AND THICKET RUN PLACE. THE IMPACTS OF THE PRESERVED SLOPES FOR THE APPROVED INFRASTRUCTURE ARE NOW SHOWN AS MANAGED SLOPES, PER THE ALBEMARLE COUNTY ORDINANCE. FLOODPLAIN: THERE IS A too-YR FLOODPLAIN LOCATED IN THE NORTH POINTE DEVELOPMENT PER FEMA MAP ID 51003Co145D, DATED FEBRUARY 4, 2005. IN ADDITION, A STATE DAM BREACH INUNDATION ZONE EXISTS IN THE NORTH POINTE DEVELOPMENT. THERE IS NO FEMA FLOODPLAIN OR DAM INUNDATION ZONE LOCATED WITHIN THE LIMITS OF THIS 1o.88 ACRE DEVELOPMENT (LOT 2). RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS SURROUNDING THE PROJECT AS PART OF THE APPROVED NORTH POINTE SUBDIVISION SECTION 1 ROAD PLANS. A LANDSCAPING PLAN FOR THE APARTMENT DEVELOPMENT IS INCLUDED WITH THE SITE PLAN. THE LANDSCAPING PLAN SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH SERVICE: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT COMPLEX. UTILITIES: WATER AND SEWER IS PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING/TRASH/MAINT.:171,897 SF (3.95 ACRES) - (36%) SIDEWALKS: 28,699 SF (o.66 ACRES) - (6%) BUILDINGS: 97,863 SF (2.25 ACRES) - (21%) RECREATIONAL AREA: 24,900 SF (0.57 ACRES) - (5%) LOT AREA/LANDSCAPING:150,574 SF (3.46 ACRES) - (32%) TOTAL:1o.88 AC PAVED PARKING AND VEHICULAR CIRCULATION AREA: 3.71,897 SF AFFORDABLE HOUSING: AFFORDABLE UNITS TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED NORTH POINTE PROFFERS, SEE SHEETS 2-4. TOTAL PROPOSED UNITS: 279 UNITS (15% OF TOTAL PROPOSED UNITS WILL BE DESIGNATED AS AFFORDABLE UNITS PURSUANT TO TO THE PROFFERS.) TOTAL MAXIMUM REQUIRED AFFORDABLE UNITS FOR THE NORTH POINTE APARTMENT PROJECT: 42 UNITS. THE MAXIMUM ALLOWABLE UNITS FOR THE NORTH POINTE APARTMENT PROJECT IS 279 UNITS; THEREFORE, THE MAXIMUM REQUIRED AFFORDABLE UNITS WITH THE APARTMENT PROJECT IS 42 AFFORDABLE UNITS. STORMWATER MANAGEMENT: THE STORMWATER FOR THE PROPOSED DEVELOPMENT WITHIN THIS BLOCK OF NORTH POINTE DRAINS TO THE EXISTING STORMWATER MANAGEMENT FACILITIES DESIGNED FOR THE SECTION 1 DEVELOPMENT AREA. THESE FACILITIES WERE DESIGNED TO INCLUDE THE STORMWATER FROM THIS SECTION OF THE DEVELOPMENT. THE EXISTING FACILITY PROVIDES BOTH WATER QUALITY AND WATER QUANTITY TO TREAT THE RUN-OFF FROM THE SITE. SEE THE APPROVED NORTH POINTE SUBDIVISION SECTION i - ROAD PLANS (SUB2oi6-00092) FOR THE PROPOSED DESIGN OF THESE FACILITIES. NEEDED FIRE FLOW CALCULATION: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=13,88o SF TOTAL AREAS OF OTHER FLOORS = 27,76o SF TOTAL BUILDING AREA: 41,640 SF REQUIRED ISO FIRE FLOW = 3,500 SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG CLIFFSTONE BOULEVARD IS 2,496 GPM AT 98 PSI. POINTE APARTMENTS SECTION 1E - PHASE A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT Al RFMARI F rl)I INN \/TRr'TNTD I L 4\ 2wLI\ 11AI VIVI I l�V1Yl 1-l1 RI.71 UIV S/F* DETACHED 0 MULTI - FAMILY 0 OTHER 0 TOTAL 0 NORTHWEST RESIDENTIAL AREA SECTION 1 A SECTION 113 SECTION 1C SECTION 1D SECTION 1 E NORTH POINTE APARTMENTS 0 0 184 184 42 0 0 42 28 0 0 28 21 0 0 21 16 0 0 16 0 0 0 0 0 279 0 279 TOTAL 107 279 184 570 TOTAL NUMBER OF UNITS 570 wvie: A TOW or ay.s units is allowea within the North Pointe Development NOTES: 1. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES 81 DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL 1oTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 279 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 2,042 ADT (1,021 ENTER/ 1,021 EXIT) AM PEAK RATE - 0.46 VPD PER DU =128 VPD (29 ENTER/ 99 EXIT) PM PEAK RATE - o.56 VPD PER DU =156 VPD (98 ENTER/ 58 EXIT) I NOTE: AN OVERALL TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED FOR THE NORTH POINTE PROJECT. THE PROPOSED DEVELOPMENT WITHIN THIS PHASE OF NORTH POINTE IS INCLUDED IN THE ! APPROVED TIA. AFFORDABLE UNITS "FOR SALE" TRACKING TABLE NORTH POINTE Single Family I Multi Family Ir C Other AH I Total For Unit Tvne AH Fnr Sale Ala fnr Qnln r: ale 0-1- Required 16 12 12 40 Phase 1A-1D AH Previously Provided 16 0 0 16 Phase 1 E AH Provided 0 0 0 0 For Sale Units of all Types in Phase 1 E 0 0 0 0 % of AH Proposed Phase 1 E 0.00% 0.00% 0.00% 0.00% Previous Provided AH For Sale 0 0 0 0 Total Provided to Date 16 0 0 16 Total % Provided to Date 100.00% 0.00% 0.00% 40.00% AFFORDABLE UNITS "FOR RENT" TRACKING TABLE NORTH POINTE Unit Type Multi Family AH for Rent Required 66 Phase 1 E - Phase A (NP Apartments) AHU 42 Phase 1 E - Future Areas Proposed AHU 24 For Rent Units of all types in Phase 1 E 415 % of AH Proposed 100% Previous Provided AH For Rent 0 Total Provided to Date 0 Total % Provided to Date 0% Note: "Previously Provided" may include units not previously proposed but qualified under the North Pointe Charlottesville, LLC ZMA-2009-009, SP-2002-72 and ZMA 2013-00007 North Pointe Proffer Amendment Section 8.2 AA A A A A A A A A A A A A A A A A A A A A A A A A AAAA Sheet List Table Sheet Number Sheet Title 1 COVER 2 PROFFERS 3 PROFFERS 4 PROFFERS 5 EXISTING CONDITIONS 6 OVERALL SITE LAYOUT 7 LAYOUT PLAN 8 LAYOUT PLAN 9 GRADING, DRAINAGE, & UTILITY PLAN 3.0 GRADING, DRAINAGE, & UTILITY PLAN 11 ROAD & UTILITY PROFILES 12 DRAINAGE PROFILES 13 DRAINAGE MAP 14 DRAINAGE CALCULATIONS 15 DRAINAGE PROFILES 16 DRAINAGE PROFILES 17 UTILITY PROFILES 18 UTILITY PROFILES 19 UTILITY PROFILES Zq SIGHT DISTANCE PROFILES 21 NOTES & DETAILS 22 PAVEMENT DESIGN & DETAILS 23 UTILITY NOTES & DETAILS 24 TRASH ENCLOSURE NOTES & DESIGN DETAILS 25 SITE CROSS SECTIONS 26 LIGHTING PLAN L1oo PLANTING REFERENCE PLAN L1o1 PLANTING PLAN L102 PLANTING PLAN L103 LANDSCAPING COMPLIANCE L1o4 LANDSCAPING DETAILS L1o5 LANDSCAPING NOTES L1o6 LANDSCAPING SITE DETAILS 33 TOTAL SHEETS LEGEND EDGE OF PAVEMENT - ----- EXISTING CONTOUR - --- CURB 200 PROPOSED CONTOUR PROPOSED ASPHALT PAVEMENT 506.71 Tc 506.21 EP PROPOSED SPOT ELEVATION EX/STING VEGETATIVE/ TBC DENOTES TOP11BACK OF CURB LANDSCAPE BUFFER T/B DENOTES TOP OF BOX GREEN WAY DUFFER 506.71 Tw sos.21 ew PROPOSED SPOT ELEVATION PROPOSED EASEMENT,TW DENOTES TOP OF WALL VARIOUS KITH EACH SHEET BW DENOTES BOTTOM OF WALL Q DROP INLET & STRUCTURE NO. PRESERVED STEEP SLOPES DRAINAGE RIPE MANAGED STEEP SLOPES BENCH MARK E ( MITI PEDESTRIAN AND VEHICLE ACCESS VDOT STANDARD STOP SIGN PROPOSED CONCRETE 61 PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED & EXISTING GUARDRAIL « PROPOSED ASPHALT PROPOSED FENCE STRIPING (DIRECTING OO OO 0 Oo 100 YR. FLOODPLAIN TRAFFIC) BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-o9 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOTTO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. S. 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 VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-385o x131. 6. 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 MAIN(S). 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. 7. 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). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS t DATE DEPARTMENT OF COMMUNITY DEVELOPMENT Communit Dev to ment Department PLANNER/ZONING Date ENGINEER File# S �L�vd INSPECTIONS ARB �1 Signature DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TP,ANSPORTATION HEALTH DEPARTMENT 0)6 9SIC0TT R. LLINS' ,U Lic. No. 035791,E �Ak�0�1011VAL 17/2E�GZ I z D O U w J z < o W co z Luf)Uj o o z ® z O O U) wco U) H U) a J W M as 07 (9 z do z O_ F- V) z O U 0 0 0 In w Q z (D U) O U_ z g a w N J Q z LL N N M N N N W O O a Q n in 000 0 Yt N J J U C'7 CM N 't 1 N O N N w J W O 1..1� Q U 1 U) F_ W U) LL Q O N W rF---I V ) J z F-1 U_ 1 rW^ V J Q 0- W z 0 U W () U) z cW G LL /Q^ Q W F-1 0 rylo W H b 0 F_ w 0 z W a JOB NO. 18215 !�I 1 Ic c_ C a c U I✓ 6 U U SCALE a 1 "=80' fn 0 SHEET NO. n s= Application for Letter of Revision it Z Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. A completed application and all supplemental documents should be submitted via the Community Development Apply for vane. Ijpaper is the only option, then one copy of a completed application and all supplemental documents my be provided Final Site Plan Name and Number: North Pointe Apartments Section 1 E -Phase A Final Site Plan (SDP2022-00034) Contact (who should we contact about this project) Collins Engineering Street Address 200 Garrett Street, Suite K City Charlottesville State" Zip Code22902 Phone Number 434-293-3719 Email scoft@collins-engineering.com Owner of Record River North Pointe LLC Street Address 145 Ednam Drive Suitel00 City Charlottesville State VA Zip Code 22903 Phone Number Email rob@gwrepartners.com Applicant Collins Engineering Street Address 200 Garrett Street, Suite K City Charlottesville State VA Zip Code22902 Phone Number 434-293-3719 Email scoft@collins-engineering.com SUBMITTAL REQUIREMENTS: m The appropriate fee, m The site plan number that the change applies to, m A request letter describing the proposed changes from the owner or authorized agent, m 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site Alan, or on an 11"X1T' copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. 3-29-23 Signature of Owner, Agent Date Scott Collins 4345-293-3719 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? Receipt # Cld! By: Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 8/15/2022 Page 1 of 1 COLLINS 800 F JFFFFR9?0H CHARLOTTESVILLE VA 2290� 434 293 371) 434 993 3719 wwvv collin.�-engineermg coo March 29, 2023 County of Albemarle Department of Cornmunity Development 401 McIntire Road, Roorn 227 Charlottesville, VA 22902 RE: North Pointe Apartments Section IE — Phase A Final Site plan — LETTER" OF RE VISION0 TO SDP-2022-00034 Please allow this letter to serve as an official request for a letter of revision to the approved SDP-2022-00034 for the North Pointe Apartments Section I E — Phase A Final Site Plan. The proposed change consists of a modification to the language for the proposed affordable housing units and an update to the affordable housing unit "For - Rent" chart tracking spreadsheet. When the overall number of units for the apartment complex was reduced from 298 units to 279 units, the proposed affordable units for the project reduced from 45 units to 42 units. This was updated on the site plan cover sheet and tracking chart. However, the tracking chart was mistakenly updated to reduce the required total for rent affordable units for the entire North Pointe Project from 66 units to 63, for the reduction of the 3 affordable units for the apartment project. The chart should have been updated to place the requirement of the 3 affordable units reduced from the North Pointe Apartment project to the requirement of the remaining North Pointe future development sections, and not reduce the overall For Rent requirement. This Letter of Revision fixes the "For Rent" affordable unit tracking chart by changing the required For Rent total units from 63 units to 66 units, which is consistent with the approved rezoning proffers. The (3) additional required affordable units have been shown for the Phase IF, — Future development phases, increasing this requirement from 21 units to 24 units. The affordable unit requirement for the North Pointe Apartment project has not changed from the required 42 units, based on the provided 279 apartment units. No other changes to the approved final site plan are proposed with this Letter of Revision #L This is the I" letter of revision proposed for this site plan. We acknowledge that a total of three (3) letters of revision are permitted for an approved site plan. Please let me know if you have any questions or require any additional information. Sincerely, Scott Collins, PE -I All Ica n National u n,V2,i,Ir©�f� I- GENERAL NOTES OWNERS: TMP 03200-00-00-02300 (PORTION OF) NORTH POINTE CHARLOTTESVILLE LLC 261g HYDRAULIC ROAD CHARLOTTESVILLE VA22901 NORTH POINTE APARTMENTS DEVELOPER: GIN REAL ESTATE PARTNERS 145 EDHAM DRIVE, SUITE Zoo CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 03200-00-00-02300 (PORTION OF) - LOT 2 D.B. 5432, PG.396 1o.88 ACRES (LOT 2) ZONING: PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL) - (ZMA-2000-00009 & ZMA-2013-00007), CONTAINING THE FOLLOWING: ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT, FLOOD HAZARD OVERLAY DISTRICT, AIRPORT IMPACTAREA OVERLAY DISTRICT, AND WATER PROTECTION ORDINANCE (WED BUFFERS). SPECIAL USE PERMITS: SP-2oo6-034: MARCH 13, 2007 SPECIAL USE PERMITTO ALLOW FILL IN THE FLOODPLAIN OF FLAT BRANCH CREEK FOR THE PROPOSED LEWIS AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND VDOTAPPROVAL OF THE ROADWAY AND CULVERT DESIGN. ALSO REQUIRED ARE FEMA APPROVAL OF THE CROSSING, AND A COUNTY APPROVED ESC PLAN AND MITIGATION PLAN, SPECIFIC LANDSCAPING REQUIREMENTS, AND WALL DESIGN DETAILS. SP-2002-72: AUGUST 23, zoo6 SPECIAL USE PERMITTO REZONE THE PROPERTY FROM RA TO PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL SPECIFYING THE TYPE OF UNITS, PHASING, CONSERVATION AREAS, OPEN SPACE, GREENWAYS AND ACCESS, LANDSCAPING, ROADWAY CONNECTIONS, AND GRADING UTILITY, AND DRAINAGE RESTRICTIONS. TOTAL PROJECT AREA: LOT 2 - io.88 ACRES PROPOSED USE: 279 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (129) ONE BEDROOM UNITS (135) TWO BEDROOM UNITS (i5)THREE BEDROOM UNITS BLOCK/SECTION CLASSIFICATION: LOT z, SECTION 2A PROPOSED DENSITY: 279 RESIDENTIAL MULTI -FAMILY UNITS WITHIN io.88ACRES DENSITY = 279130.88 ACRES DENSITY= 25.6 DUA OPEN SPACE: NO DEDICATED OPEN SPACE IS REQUIRED WITH THIS PHASE OF THE DEVELOPMENT. NORTH POINTE INCLUDES OVERALL OPEN SPACE FOR THE ENTIRE DEVELOPMENT THAT IS DEDICATED FOR PUBLIC USE FOR THE COMMUNITY. BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATERTHAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. BUILDING HEIGHTS (TOP OF ROOF) = 45'+/- BUILDING HEIGHT (EAVE OF ROOF) = 32'+/- SETBACKS: FRONT: F MINIMUM SETBACK & 5o' MAXIMUM SETBACK GARAGE DOORWAYS: 18' MINIMUM SETBACK SIDE: U MINIMUM SETBACK & NO MAXIMUM SETBACK REAR: lo' MINIMUM SETBACK & NO MAXIMUM SETBACK NOTE: lo' MINIMUM SEPARATION BETWEEN BUILDINGS. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT=2o,000SF(BUILDING FOOTPRINTS RANGE FROM 12,350SFTO13,88oSF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE STREETS: CURB & GUTTER FOR PRIVATE TRAVELWAYS WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE NORTH FORK RIVANNA RIVER, JACOBS RUN AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY LINCOLN SURVEYING, OCTOBER 2021. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, OCTOBER 2022. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE INFRASTRUCTURE IMPROVEMENTS FOR THE NEIGHBORHOOD, INCLUDING CLIFFSTONE BOULEVARD, NORTHSIDE DRIVE, AND THICKET RUN PLACE. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES A LIGHTING PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: THE APARTMENT DEVELOPMENT WITHIN LOT 2 SHALL BE DEVELOPED WITHIN (1) PHASE. THE APARTMENT PROJECT IS ONE OF MANY PHASES OF DEVELOPMENT WITHIN THE NORTH POINTE DEVELOPMENT. THIS SECTION OF THE DEVELOPMENT IS PHASE A OF SECTION 2E. LOT -iAND LOT 3 WITHIN SECTION lE SHALL BE FUTURE PHASES OF DEVELOPMENT. RECREATION: NO RECREATION SPACE IS REQUIRED WITH THIS DEVELOPMENT. HOWEVER, THIS NORTH POINTE APARTMENT COMPLEX INCLUDES OVERALL RECREATIONAL AREAS AND AMENITIES FOR THE COMMUNITY AND ITS RESIDENTS. BELOW IS A SUMMARY OF THESE AREAS: CLUBHOUSE/POOL/FIRE PIT/GRILLAREA/TOT LOT AREA: 24,900 SF DOG PARK: i,5oo SF GRILL AREA: 1,250 SF TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE APARTMENT COMPLEX: 27,65o SF PARKING: RESIDENTIAL PARKING REQUIREMENTS: (1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT= 229 ONE UNITS x 1.5=194 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT =15o UNITS 2 =300 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 494 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 1. OFF-STREET SURFACE PARKING SPACES (INCLUDING 12 VAN ACCESSIBLE ADA HANDICAP SPACES): 475 SPACES 2. ON -STREET PARALLEL PARKING SPACES (ADJACENT TO THE SITE) ALONG NORTHSIDE & THICKET RUN: 32 SPACES TOTAL NUMBER OF SPACES PROVIDED: 507 PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OFTHE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION OFTHE PROPERTY AS SHOWN ON SHEET 5. THE MANAGED SLOPES AS SHOWN ON THE PLAN, AS THEY WERE ORIGINALLY PRESERVED SLOPES BUT WERE APPROVED FOR IMPACTS FOR THE INSTALLATION OF THE NORTH POINTE INFRASTRUCTURE, INCLUDING CLIFFSTONE BOULEVARD, NORTHSIDE DRIVE, AND THICKET RUN PLACE. THE IMPACTS OF THE PRESERVED SLOPES FOR THE APPROVED INFRASTRUCTURE ARE NOW SHOWN AS MANAGED SLOPES, PER THE ALBEMARLE COUNTY ORDINANCE. FLOODPLAIN: THERE IS A loo-YR FLOODPLAIN LOCATED IN THE NORTH POINTE DEVELOPMENT PER FEMA MAP ID 51003Co145D, DATED FEBRUARY 4, zoos. IN ADDITION, A STATE DAM BREACH INUNDATION ZONE EXISTS IN THE NORTH POINTE DEVELOPMENT. THERE IS NO FEMA FLOODPLAIN OR DAM INUNDATION ZONE LOCATED WITHIN THE LIMITS OFTHIS 1o.88 ACRE DEVELOPMENT (LOT 2). RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS SURROUNDING THE PROJECTAS PART OF THE APPROVED NORTH POINTE SUBDIVISION SECTION 1 ROAD PLANS. A LANDSCAPING PLAN FOR THE APARTMENT DEVELOPMENT IS INCLUDED WITH THE SITE PLAN. THE LANDSCAPING PLAN SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH SERVICE: ATRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT COMPLEX. UTILITIES: WATER AND SEWER IS PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING/TRASH/MAINT.:171,897SF(3.95ACRES) - (36%) SIDEWALKS: 28,699 SF (o.66 ACRES) - (6%) BUILDINGS: 97,863 SF (2.25 ACRES) - (21%) RECREATIONAL AREA: 24,900 SF (0.57 ACRES) - (5%) LOT AREA/LANDSCAPING:15o,574SF(3-46ACRES) - (32%) TOTAL:1o.88 AC PAVED PARKING AND VEHICULAR CIRCULATION AREA: 171,897 SF AFFORDABLE HOUSING: AFFORDABLE UNITS TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED NORTH POINTE PROFFERS, SEE SHEETS 2-4. TOTAL PROPOSED UNITS: 279 UNITS (5 1 %OF TOTAL PROPOSED UNITS WILL BE DESIGNATED AS AFFORDABLE UNITS PURSUANT TO TO THE PROFFERS.) TOTAL MAXIMUM REQUIRED AFFORDABLE UNITS FOR THE NORTH POINTE APARTMENT PROJECT: 42 UNITS. THE MAXIMUM ALLOWABLE UNITS FOR THE NORTH POINTE APARTMENT PROJECT IS 279 UNITS; THEREFORE, THE MAXIMUM REQUIRED AFFORDABLE UNITS WITH THE APARTMENT PROJECT IS 42 AFFORDABLE UNITS. STORMWATER MANAGEMENT: THE STORMWATER FOR THE PROPOSED DEVELOPMENT WITHIN THIS BLOCK OF NORTH POINTE DRAINS TO THE EXISTING STORMWATER MANAGEMENT FACILITIES DESIGNED FOR THE SECTION 1 DEVELOPMENT AREA. THESE FACILITIES WERE DESIGNED TO INCLUDE THE STORMWATER FROM THIS SECTION OF THE DEVELOPMENT. THE EXISTING FACILITY PROVIDES BOTH WATER QUALITY AND WATER QUANTITY TO TREAT THE RUN-OFF FROM THE SITE. SEETHE APPROVED NORTH POINTE SUBDIVISION SECTION 1- ROAD PLANS (SUB2o16-00092) FOR THE PROPOSED DESIGN OF THESE FACILITIES. NEEDED FIRE FLOW CALCULATION: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=13,88o SF TOTAL AREAS OF OTHER FLOORS = 27,76o SF TOTAL BUILDING AREA: 41,640 SF REQUIRED ISO FIRE FLOW =3,500 SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG CLIFFSTONE BOULEVARD IS 2,496 GPM AT 98 PSI. SECTION 1E -PHASE A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT Al RFMORI F ('(11INTY \/TRC;TNITA NORTH POINTE RESIDENTIAL UNIT COMPARISION S/F* DETACHED 0 MULTI - FAMILY 0 OTHER 0 TOTAL 0 NORTHWEST RESIDENTIAL AREA SECTION 1A SECTION 1B SECTION 1C SECTION 1D SECTION 1E NORTH POINTE APARTMENTS 0 0 184 184 42 0 0 42 28 0 0 28 21 0 0 21 16 0 0 16 0 0 0 0 0 279 0 279 TOTAL 107 279 1 184 570 TOTAL NUMBER OF UNITS 570 Note: A total of 893 units is allowed within the North Pointe Development NOTES: 1. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAI ioTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 279 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 2,042 ADT (1,o21 ENTER/ 2,021 EXIT) AM PEAK RATE - 0.46 VPD PER DU =12.8 VPD (29 ENTER/ 99 EXIT) PM PEAK RATE - o.56 VPD PER DU = 256 VPD (98 ENTER/ 58 EXIT) NOTE: AN OVERALL TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED FOR THE NORTH POINTE PROJECT. THE PROPOSED DEVELOPMENT WITHIN THIS PHASE OF NORTH POINTE IS INCLUDED IN THE APPROVED TIA. AFFORDABLE UNITS "FOR SALE" TRACKING TABLE NORTH POINTE Single Family Multi Family Other AH Total For Unit Tvae AH For Sale AH for Sale For Sale Sale Required 16 12 12 40 Phase 1AAD AH Previously Provided 16 0 0 16 Phase 1E AH Provided 0 0 0 0 For Sale Units of all Types in Phase 1E 0 0 0 0 % of AH Proposed Phase 1E 0.00% 0.00% 0.00% 0.00% Prevous Provided AH For Sale 0 0 0 0 Total Provided to Date 16 0 0 16 Total % Provided to Date 100.00% 0.00% 0.00% 40.00% AFFORDABLE UNITS "FOR RENT" TRACKING TABLE NORTH POINTE Unit Type Multi Family AH for Rent Required R Phase 1 E - Phase A (NP Apartments) AHU 42 Phase 1 E - Future Areas Proposed AHU 24 For Rent Units of all types in Phase 1 E 415 % of AH Proposed 100% Previous Provided AH For Rent 0 Total Provided to Date 0 Total % Provided to Date 0% Note: "Previously Provided" may include units not previously proposed but qualified under the North Pointe Charlottesville, LLC ZMA-2009-009, SP-2002-72 and ZMA 2013-00007 North Pointe Proffer Amendment Section 8.2 A A A A A A A 1 � a i,,, c,,,,,, r r r A A A A A A A A A A A .l A AA_A_A-. i SITE 01 k, O A,rfaoq Anse , a' SI, : F.b ® PROFFITRD Ter,br°°k '�walgreens SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 PROFFERS 3 PROFFERS 4 PROFFERS 5 EXISTING CONDITIONS 6 OVERALL SITE LAYOUT 7 LAYOUT PLAN 8 LAYOUT PLAN 9 GRADING, DRAINAGE, & UTILITY PLAN to GRADING, DRAINAGE, & UTILITY PLAN 11 ROAD & UTILITY PROFILES 12 DRAINAGE PROFILES 13 DRAINAGE MAP 14 DRAINAGE CALCULATIONS 15 DRAINAGE PROFILES 16 DRAINAGE PROFILES 17 UTILITY PROFILES 18 UTILITY PROFILES 19 UTILITY PROFILES 20 SIGHT DISTANCE PROFILES 21 NOTES & DETAILS 22 PAVEMENT DESIGN & DETAILS 23 UTILITY NOTES & DETAILS 24 TRASH ENCLOSURE NOTES & DESIGN DETAILS 25 SITE CROSS SECTIONS 26 LIGHTING PLAN Lloo PLANTING REFERENCE PLAN Lim PLANTING PLAN L102 PLANTING PLAN L103 LANDSCAPING COMPLIANCE L104 LANDSCAPING DETAILS L105 LANDSCAPING NOTES Llo6 LANDSCAPING SITE DETAILS 33 TOTAL SHEETS LEGEND EDGE OF PAVEMENT zoo EXISTING CONTOUR CURB 300 PROPOSED CONTOUR PROPOSED ASPHALT PAVEMENT sos.71 ET, PROPOSED SPOT ELEVA77ON EX1STsas.zl0 7BC DEN07ES TOP/BACK OF CURB LANDSCAPE VEGETATIVE/ LANDSCAPE BUFFER T/B DENOTES TOP OF BOX s06.71 TW GREEN WAY BUFFER PROPOSED SPOT ELEVA770N sos.21 ew TW DENOTES TOP OF WALL PROPOSED EASEMENT, BIN DEN07ES BOTTOM OF WALL VARIOUS WI7N EACH SHEET Q DROP INLET & STRUCTURE NO. 9 PRESERVED STEEP SLOPES DRAINAGE PIPE MANAGED STEEP SLOPES BENCH MARK PEDESTRIAN AND VEHICLE ACCESS a VDOT STANDARD STOP SIGN 0 PROPOSED CONCRETE �4 PROPOSED HANDICAP PROPOSED & EXIS77NG GUARDRAIL PARKING SPACE STRIPING « PROPOSED ASPHALT PROPOSED FENCE STRIPING (DIRECTING OO OO Qo OO 100 YR. FLOODPLAIN 7RAFFIC) BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-o9 AND THE 2025 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. 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 VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-385o x131. 6. 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 MAIN 5 . 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. 7 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 METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. CD-LLINS'Z, Lic. No. 035791,n 01/17/23 tvj i Z 0 0 U w of z � O w �m J oc a Z L o o z O Z o O U) w rA Co w a Q W 4= N N M N N N 0 Q CD CD to o M 00 C) 0 L9 W W z l9 z W Ul z J J 0 U C� r ti CYi C7� N C`') r N O CY) (N N Q LU J J U) LU Q U r Y W LU LU U) LU Of O O N z Q J LU 1 V/ J Q z I� LL 1 LU Z LU rI z w O F-1 U FLU V / LU V / Cz G Q Q LU z O w J O� z w a JOB NO. 182150 SCALE 1 rr=80' SHEET NO 1