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Home My WebLink AboutARB202200049 Plan - Approved 2022-08-05 (2)GENERAL NOTES NORTH POINTE APARTMENTS OWNERS: TMP 03200-00-00-02300 (PORTION OF) NORTH POINTE CHARLOTTESVILLE LLC 2629 HYDRAULIC ROAD CHAR LOTTESVILLE, VA 22901 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 IMPACTAREA OVERLAY DISTRICT, AND WATER PROTECTION ORDINANCE (WPO 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 OFTHE ROADWAY AND CULVERT DESIGN. ALSO REQUIRED ARE FEMA APPROVAL OFTHE 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 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 -1o.88 ACRES PROPOSED USE: 279 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (i2g) ONE BEDROOM UNITS (135) TWO BEDROOM UNITS (15)THREE BEDROOM UNITS BLOCK/SECTION CLASSIFICATION: LOT 2, SECTION 2A PROPOSED DENSITY: 294 RESIDENTIAL MULTI -FAMILY UNITS WITHIN 1o.88 ACRES DENSITY = 294/10.88 ACRES DENSITY = 27.o 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 i5 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM i5 FOOT FRONT SETBACK OR SIDE SETBACK ADIACENTTO A STREET. BUILDING HEIGHTS (TOP OF ROOF) = 45'+/- BUILDING HEIGHT (EAVE OF ROOF) = 32' +/- SETBACKS: FRONT: 8' MINIMUM SETBACK & So'MAXIMUM SETBACK GARAGE DOORWAYS: 28'MINIMUM SETBACK SIDE: 6' MINIMUM SETBACK & NO MAXIMUM SETBACK REAR: 1o' MINIMUM SETBACK & NO MAXIMUM SETBACK NOTE: lo' MINIMUM SEPARATION BETWEEN BUILDINGS. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT= 2o,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 2.022. 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 4.17 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES ALIGHTING 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 -iE. LOT LAND 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/GRILL AREA/TOT LOT AREA: 24,goo 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= 129 ONE UNITS x i.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: i. OFF-STREET SURFACE PARKING SPACES (INCLUDING 9 VAN ACCESSIBLE ADA HANDICAP SPACES): 477 SPACES 2. ON -STREET PARALLEL PARKING SPACES (ADJACENT TO THE SITE) ALONG NORTHSIDE & THICKET RUN: 32 SPACES TOTAL NUMBER OF SPACES PROVIDED: 5og 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 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 ioo-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 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: ALBEMARLE COUNTY WATER AND SEWER IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING:179,700 SF (4.13 ACRES) - (38%) SIDEWALKS: 2o,i6o SF (0.46 ACRES) - (4%) BUILDINGS: loo,i6oSF(2.3oACRES) - (21%) RECREATIONAL AREA: 17,935 SF (0.42 ACRES) - (4%) LOT AREA/LANDSCAPING:156,400 SF (3.59 ACRES) - (33%) TOTAL:1o.88 AC PAVED PARKING AND VEHICULAR CIRCULATION AREA: 179,700 SF AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED NORTH POINTE PROFFERS, SEE SHEETS 2-4. TOTAL PROPOSED UNITS: 279 UNITS (15%OF TOTAL UNITS FOR AFFORDABLE UNITS WITHIN THIS SECTION) TOTAL PROPOSED AFFORDABLE UNITS: 42UNITS -SEE TRACKING CHARTS, THIS SHEET 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 2 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= 13,88oSF 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;TNTA 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 1 0 0 279 0 279 TOTAL 107 1 279 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 MANUAL, ioTH EDITION. CODE 22o WAS USED FOR THE DEVELOPMENT PROPOSED 279 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 2,042 ADT (1,o21 ENTER/ 1,o21 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) 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% Previous Provided AH For Sale 0 0 1 0 0 Total Provided to Date 16 0 1 0 16 Total % Provided to Date 100.00% 0.00% 1 0.00% 40.00% AFFORDABLE UNITS "FOR RENT" TRACKING TABLE NORTH POINTE Unit Type Multi Family AH for Rent Required 63 Phase 1E - Phase A Proposed AHU 42 Phase 1E - Future Areas Proposed AHU 21 For Rent Units of all types in Phase 1E 415 % of AH Proposed 100% Previous Provided AH For Rent 0 Total Provided to Date 63 Total % Provided to Date 100% Note: "Previously Provided" may include units not previously proposed but qualified under the North Pointe Charlottesville, LLC 73MA-2009-009, SP-2002-72 and ZMA 2013-00007 North Pointe Proffer Amendment Section 8.2 An,. SITE 01 k, J � Airport Anse ® PROFFITRID Tefry°roa^ '�Walgieens -- S. HRO2i ioml�®Opn51r0eIMep VICINITY MAP 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 Lioo PLANTING REFERENCE PLAN Liol PLANTING PLAN L102 PLANTING PLAN L103 LANDSCAPING COMPLIANCE L104 LANDSCAPING DETAILS LioS LANDSCAPING NOTES L3o6 LANDSCAPING SITE DETAILS 33 TOTAL SHEETS LEGEND EDGE OF PAVEMENT zoo EXISTING CONTOUR CURB 300 PROPOSED CONTOUR PROPOSED ASPHALT PAVEMENT 5os.2r Tc PROPOSED SPOT ELEVA77ON sos.2�Ea EXISTING VEGETATIVE/ 7BC DEN07ES TOP/BACK OF CURB 0 LANDSCAPE BUFFER T/B DENOTES TOP OF BOX GREEN WAY BUFFER sos. TT, PROPOSED SPOT ELEVA77ON s0s.2i w ny DENOTES TOP OF WALL PROPOSED EASEMENT, BIN DENOTES BOTTOM OF WALL VARIOUS WI7N EACH SHEET Q DROP INLET & STRUCTURE NO. 4 PRESERVED STEEP SLOPES DRAINAGE PIPE MANAGED STEEP SLOPES BENCH MARK PEDESTRIAN AND VEHICLE ACCESS VDOT STANDARD STOP SIGN 0 PROPOSED CONCRETE �4 PROPOSED HANDICAP 4-. 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-og 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 540-562-3850 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 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. 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 UT VIRGINIADEPARMENT OF TRA P HEALTH DEPARTMENT SCOTT/R. CDCLINS'Z Lic. No. 035791,> 5/16/22 {vj i z 0 U U w J z < o w m J a L Z o o 0 z O Lu o n UD rA w Co Vl =, W P M4= Q N a to L9 W W z l9 z W Ul z J J 0 U CD CO I_ cy' O N 00 r N O CY) N N Q LU J J U) LU Q U r Y w F- D LU LU U) LU Of O O N z LU O U LU LU V / z LL Q Q LU z w J O� F_ z w 0 2 a Iul JOB NO. 182150 SCALE 1 rr=80' SHEET NO 1 AMENDED AND RESTATED hedgerows, along the Entrance Corridor frontage parcels owned by Owner. The buffer will IV. STORMWATER MANAGEMENT AND STREAM BED CONSERVATION V. TRANSPORTATION review and, when satisfactory, approval, subject also to the County's approval of private streets PROFFER STATEMENT consist of a minimum 40-foot wide continuous visual landscape area that shall be subject to under the Subdivision Ordinance (Ch. 14 of the Albemarle County Code). NEIGHBORHOOD INVESTMENTS - NP, LLC Albemarle County Architectural Review Board ("ARB") review and approval (the "Buffer"). 4.1 Flood Plain. The area of the 100-year flood plain within the Project shall remain 5.1 Internal Street Construction Standards. Public streets, which in any event ORIGINAL REZONING APPLICATION: #ZMA-2000-009, SP-2002-72 The Buffer may be located partly on the Owner's property and partly on VDOT property. In the undisturbed except for road crossings, public utility facilities and their crossings, and pedestrian shall include at least Leake Road, North Pointe Boulevard, Northside Drive East and Northwest Phasing. The Road Improvements shall be constructed and completed in three REZONING APPLICATION: #ZMA 2013-00014 event VDOT at any time in the future reduces any portion of the Buffer located on VDOT and biking trails, and only to the extent such exceptions are permitted by County ordinances and Passage, shall be (i) constructed in accord with the illustrative urban design cross sections shown phases as set forth below: PERTAINING TO TAX MAP AND PARCEL NUMBER 32-22k property, the Owner shall compensate for such reduction by extending the Buffer on Owner's regulations. Upon the request of the County, Owner shall provide a survey and prepare the on Sheet D-I to the Application Plan ("Sheet D-1") and also in accordance with VDOT design property in order to maintain a minimum 40-foot Buffer, even if such compensation shall require necessary documentation and dedicate the land within such flood plain to the County, standards pursuant to detailed plans agreed to between Owner and VDOT, and (ii) dedicated for (a) Phase I Road Improvements. Prior to approval of the first commercial March 25, 2014 the removal of parking adjacent to such Buffer. public use and offered for acceptance into the state highway system. Trees (with a maximum subdivision plat or site plan within the Project, Owner shall obtain all associated permits and post 4.2 Stormwater Management Plan. The stormwater/best management practices spacing of fifty (50) feet), landscaping and sidewalks as shown on Sheet D-I shall be installed all associated bonds required for the construction of the following (collectively, the "Phase I With respect to the property described in rezoning application #ZMA-2000-009, 2.2 Appearance of Storm Water Management ("SWM") Facilities. The SWM ("BMP") plan for the Project shall be prepared, and all stormwater management facilities for the and maintained by the Owner in accordance with County or VDOT standards, unless VDOT or Road improvements"); and SP - 2002-72 (the original "ZMA"), C WH Properties Limited Partnership is the fee simple facilities visible from the Entrance Corridor identified on the Application Plan (stormwater Project shall be designed and constructed, to accommodate all current stormwater discharge from the County agrees in writing to assume this responsibility. owner and North Pointe Charlottesville, LLC is the contract purchaser of Tax Map 32, management facilities 1, 2, and 10) shall be shown on a plan and be subject to ARB review and Tax Map Parcel 032A0-02-00-00400 (Northwoods Mobile Horne Park Development) and from (1) Southernmost Entrance on U.S. Route 29: Parcels 20, 20A, 20A1, 20A2, 20A3 and 291 (the "North Pointe Property"), and Violet Hill approval. SWM 1 shall be designed such that its shape, placement, and land form (grading) the existing developments on the northeast and northwest comers of Proffit Road and U.S. 5.2 Timing of Completion for internal Streets. Before issuance of certificates of Associates, L.L.C. is the fee simple owner of Tax Map 32, Parcels 23, 23A, 23B, 23C, 23D, 23E, transition between the adjacent conservation area and the adjacent hard edge of the parking lot Route 29, specifically the following parcels shown on the current Albemarle County tax maps: occupancy, Owner shall complete that segment of an internal street as shown on Sheet D-1 i U.S. Route 29 Southbound —correction of the vertical 23F. 23G, 23H and 23J (the "Violet Hill Property"), and Neighborhood Investments - NP, LLC and buildings. The plan for SWM 1 shall be submitted to the ARB with the first ARB tax map 32, parcels 38, 38A, 39, and 39A; tax map 32A, parcels 2-1, 2-IA, 2-lAl, 2-111, 2-1C within the Project which serves the building or residence for which a certificate of occupancy is curvature in the roadway just north of the entrance. is the fee simple owner of Tax Map 32, Parcel 22K (Parcels 22H and 22K have been combined submission for Building 14 or 19 identified on Sheet B to the Application Plan ("Sheet B"), or and 24D. The stormwater management facilities shall mitigate the stormwater quality and sought with at least the stone base and all but the final layer of plant -mix asphalt. The final layer into a single Parcel 22K) (the "Neighborhood Investments Property"). Unless otherwise noted, any such building that is proposed to be located where Building 14 is located on Sheet B quantity impacts, for the stormwater generated both within the Project and for such existing of plant -mix asphalt shall be installed within one (1) year following the issuance of the first (ii) U.S. Route 29 Southbound —construction of a continuous the respective parties are individually and collectively referred to herein as the "Owner", which pursuant to the terms of Section 3.2. SWM 2 shall have a more structured appearance than offsite conditions as described herein, as though the entire preexisting condition of the drainage certificate of occupancy for a building or residence served by the affected street segment. 12 foot wide through lane (with shoulders or guard rail as required by VDOT) starting at a point term shall include any successors in interest. The term Owner shall refer to the specific owner of SWM 10 (see below) and shall be designed such that its shape, placement, and land form area is an undeveloped wooded site and is being developed to the existing off -site conditions and _ that is 1000 feet north of the southernmost entrance and extending south to Airport Road. the Neighborhood Investments Property, the North Pointe Property or the Violet Hill Property (grading) transition between the adjacent conservation area and the adjacent hard edge of the the proposed on -site conditions. In addition biofilters shall comprise a minimum of thirty-three P P , P � rtY- 5.3 Road Improvements. Owner shall design and construct all of the road (iii) U.S. Route 29 South — ( ) bound construction of dual left turn when a proffered condition relates to a specific property, and the term Owner shall refer to the parking lot and buildings. The plan for SWM 2 shall be submitted to the ARB with the first and one-third percent (33 1/3%) of the total required parking lot landscaped areas within the improvements referenced in Sections 5.3.1(a), 5.3.1(b) and 5.3.1(c) below, which are also shown lanes with taper at the crossover. owners of the respective properties collectively whenever a proffered condition relates to all the ARB submission for any of Buildings 26 through 31. SWM 10 shall be designed such that its "Commercial Area" of the Project, as such Commercial Area is delineated on Sheet G of the on Sheet D-1 to the Application Plan and on Sheet E to the Application Plan entitled "External PP PP properties subject to this zoning map application. The North Pointe Property,the Violet Hill shape, placement, and land form (grading) are integral with the adjacent conservation area. The P P g g) g J Application Plan ("Sheet G"). Road Improvement Plan" ("Sheet E") (collectively, the "Road improvements"), unless such (iv) U.S. Route 29 Southbound —construction of right turn lane Property, and the Neighborhood Investments Property are referred to collectively as the plan for SWM 10 shall besubmitted the ARB at the time road plans are submitted to the Road Improvements are first constructed or bonded by others. The various phases of the Road with taper to serve northernmost entrance to SR 1515. "Property," unless otherwise noted. rt County and VDOT for Northwest Passage. 4.3 Erosion and Sediment Control. Improvements are also shown for illustrative purposes on a color -coded copy of Sheet B that is attached hereto as Exhibit B. Owner shall dedicate to public use any required right-of-way that it (v) U.S. Route 29 Northbound — construction of a continuous Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner III. DENSITIES (a) The Owner shall, to the "maximum extent practicable", provide such now or hereafter owns in fee simple. For purposes of this Section 5.3, the use of the term "road" 12 foot wide through lane (with shoulders or guard rail as may be required by VDOT) extending hereby voluntary proffers the conditions listed in this Amended and Restated Proffer Statement,additional appropriate erosion and sediment control measures that exceed State and Local as it applies to internal streets shall also have the same meaning as the word "street" in the from Proffit (Airport) Road (Route 649) to the Northwest Passage entrance. which shall be applied to the North Pointe Propertyif this ZMA is approved b Albemarle pp pp y3.1 g units within the Project shall not Total Buildout. The total number of dwelling J minimum standards. if there is a disagreement regarding whether the standard of "maximum Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle County Code where ( p ty ) County. These conditions are proffered as part of the ZMA and it is agreed that 1 the ZMA g () exceed eight hundred ninety-three 993 . Subject to Section 3.2, the building footprints and gross Y ( ) J g tP 8 extent practicable" is satisfied, the Virginia Department of Conservation and Recreation will be applicable. (vi) U.S. Route 29 Northbound —construction of a right hand itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation floor areas of commercial, office, and other uses, and the building footprints of hotels shall not provided an opportunity to review and advise on such question, turn lane at the Southernmost entrance, the geometries of which will be subject to VDOT to the rezoning requested. exceed those set forth in the Land Use Breakdown Table on Sheet A to the Application Plan 5.3.1 Design and Phasing. All Road Improvements shall be designed and phased as approval. ("Sheet A"). (b) Post -Construction Stormwater Manaeement: The Owner shall, to the follows: This Amended and Restated Proffer Statement shall relate to the multi -page maximum extent practicable, provide post -construction stormwater BMPs that are designed to (vii) U.S. Route 29 Northbound — construction of left turn lane application plan entitled "North Pointe Community", prepared by Keeney & Co., Architects, as 3.2 Limited Adjustments to the Elements of the Application Plan. The gross floor achieve an average annual sediment removal rate of 80% as published by the Center for Design. The Road Improvements shall be shown on detailed road plans satisfying with taper into SR 1515. revised through June 13, 2006 and attached hereto as Exhibit A (the "Application Plan" ), and the area of the buildings used for commercial, office, other uses, and hotels shown on Sheet A may Watershed Protection in Article 64 of The Practice of Watershed Protection (2000 edition). VDOT design standards which shall be submitted by the Owner for review and, when Albemarle County Code in effect as of the date of the Original Proffer Statement (the "County be adjusted within a range of up to ten percent (101/6), provided that the maximum gross floor These will include, but are not limited to, bioretention, bioretention filters and wet retention satisfactory, approved by VDOT and the County (except for the Road Improvements to U.S. (viii) SR 1515 Eastbound — construction and/or restriping to Code"). The North Pointe Community shall be referred to as the "Project." area for each category of uses shown on Sheet A is not exceeded. The footprints of Buildings 6, basins. Route 29, which shall be subject only to VDOT approval) (hereinafter, the "Approved Road provide left turn lane with taper. 14 and 36 as shown on Sheet A can be interchanged. Notwithstanding the terms of this Plans'). The Approved Road Plans shall show the width and length (except as specified in I. THIS SECTION INTENTIONALLY DELETED Section 3.2 to the contrary, Building 14 shall not initially exceed 88,500 square feet, provided, 4.4 Stream Buffer and Restoration. Upon the commencement of the applicable Sections 5.3.1(a)(1)(ii) and (v) and Section 5.3.1(b)(1)(i)), location, type of section, and (ix) Installation of a traffic signal with 8 phase timing, video however, that after two years following the issuance of the certificate of occupancy for comment period, the Owner shall notify the County and provide the County with a copy of any geometries of all lane improvements as required by VDOT design standards. All of the Road detection and associated intersection improvements at the intersection with U.S. Route 29. iI. ENTRANCE CORRIDOR Building 14, Building 14 may be adjusted within a range of up to ten percent (10%o), and if application(s) to the U.S. Army Corps of Engineers and/or DEQ for any stream disturbance, In Improvements shall be constructed in compliance with the Approved Road Plans. The Road 2.1 Creation cation 40-Foot Buffer Building 14 is located in the location shown on Sheet B, any such expansion shall be located to addition, if necessary, after first looking on -site for mitigation opportunities available to satisfy Improvements to U.S. Route 29 shall be based on the then -current VDOT design speed and (x) Close existing crossover at U.S. Route 29 and of a along the Entrance Corridor. Within six 6 () months after the acceptance ce b the Virginia De artm Pert Transportation Yon "VDOT" the east so that at the additional space is located slop North Pointe Boulevard. p d. Notwithstanding g g the permitting process, the Owner shall contact the Count for a list of off -site opportunities P gin P Y PP cross -slope requirements. Notwithstanding the provisions of thisparagraph to the contr Pe q g P ar7'. Southernmost Entrance to SR 1515. of of P the P ( ) Road Improvements defined in the terms of this Section 3.2 to the contrary, but subject to the provisions of Section 8.1, the within Albemarle a e County for such m" mitigation, and shall look for tY g , o such mitigation opportunities the event that the internal residentialt t - street designs as shown on Sheet D 1 are not accepted by as Section 5.3 that are along the northbound lanes of U.S. Route 29,Owner shall plant and thereafter maintain at all times a landscaped buffer, including County may authorize Building 21 as shown on Sheet A to be adjusted by more than ten percent off -site. VDOT, the Owner shall submit detailed road construction plans for such streets to the County for (xi) Proposed Entrance Road between North Pointe Boulevard and U.S. Route 29. (IO%). 2 North Pointe Boulevard. Leake Road and Pr ffr O o t Road: (i) Leake Road and North Pointe Boulevard, in accordance with the cross -sections design g ert ns shown on Sheet D 1, from Proffit Road to either Northside Drive East or, if Northside Drive East has not yet been constructed to the roundabout at North Pointe Boulevard, North Pointe Boulevard shall be extended to Northwest Passage. The Owner shall provide a fifty (50) foot public right-of-way along Leake Road and shall construct a two-lane public street to be accepted VD OT DOT and as much of the other improvements shown on the P P Y P cross -sections as possible within the available right-of-way as reasonably determined by the County Engineer. (ii) The roundabout, or such other improvements as may be approved by VDOT and the County, at the intersection of Leake Road and Proffit Road shown on Sheet B and an additional we stbound estbound right trim lane on Proffit Road from Leake Road to U.S Route 29 as shown on o Sheet E. In addition, for property acquisition that is required for the off - site public right-of-way for construction of the improvements required by this Section 5.3.1(a)(2)(ii), the Owner shall make a cash contribution or provide a letter of credit in a forma roved b the Cou nty t Attorney for such purpose in the amount as deemed necessary for PP Y Y Y P P Y the property acquisition by the County Attorney, provided that such amount shall not exceed one 0 hundred fifty percent 150% f h v o the County's fair market slue appraisal prepared for acquisition Y p ( ) tY pP P P q and condemnation purposes. The cash contribution on or letter of credit described in this Section 5.3.1(a)(2)(ii) shall be used to pay for the total cost of the right of way acquisition. The total cost of the right of way acquisition for the off -site property necessary to construct the improvements required by this Section 5.3. 1 (a)(2)(ii) shall include the normal costs associated with acquiring land, buildings, structures, easements and other authorized interests by condemnation or by purchase including, but not limited to, land acquisition, engineering, surveying,and reasonable b e attorneys fees. The cash contribution or the letter of credit shall be Y provided by the Owner within thirty (30) days upon request by the County. If the property is acquired b purchase, the contribution for th q y p o e purchase price shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for condemnation purposes without the consent of the Owner. If the cost of the right of wayacquisition exceeds the amount previously contributed, then the Owner shall reimburse the County all such excess costs within thirty (30) days upon request by the County. The County shall refund to the Owner all excess contributions upon completion of the land acquisition. (iii) Intentionally Omitted (iv) An additional through lane eastbound on Proffit Road from U.S. Route 29 to the roundabout at the intersection of Leak e Road and Proffit Road. In addition, for property acquisition that is required for the off -site public right-of-way for construction of the improvements required by this Section 5.3. 1 (a)(2)(iv), the Owner shall make a cash contribution or provide a lever of credit in a form approved b the Count Attorney for such purpose in the PP Y Y Y amount as deemed necessary for the property acquisition by the County Attorney, provided that such amount shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for acquisition and condemnation purposes. The cash contribution or letter of credit described in this Section 5.3 1 a i 2 v shall be used to a for the total cost of the right of ( )( )( ) pay g way acquisition. The total cost of the right of way acquisition for the off -site property necessary to construct the improvements required b p q y this Section 5.3. 1 (a)(2)(iv) shall include the normal costs associated with acquiring land, buildings, structures, easements and other authorized interests by cendemnation or by purchase including, but not limited to, land acquisition, engineering, surveying, and reasonable attorneys fees. The cash contribution or the letter of credit shall be provided by the Owner within thirty (30) days upon request by the County. If the property is acquired by purchase, the contribution for the purchase price shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for condemnation purposes without the consent of the Owner. If the cost of the right of way acquisition exceeds the amount previously contributed, then the Owner shall reimburse the County all such excess costs within thirty (30) days upon request by the County. The County shall refund to the Owner all excess contributions upon completion of the land acquisition. Com Action of th P r e hose I Road Improvements. Within fifteen 15 months after the issuance of the first building permit for a commercial building within the lands subject P g J to the first commercial subdivision plat or site plan within the Project, or prior to the issuance of a certificate of occupancy for such building, whichever is earlier, all of the Phase I Road Improvements shall be accepted by VD OT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements are a secondary highway. (b) Phase II Road Improvements. ts. Prior to approval of the first site plan that would authorize the aggregate commercial, office and hotel gross floor area as shown on Sheet A within the Project to exceed two hundred ninety thousand (290,000) square feet, Owner shall obtain all associated permits and post all associated bonds required for the construction of the following (collectively, the "Phase 11 Road Improvements"): (1) Middle Entrance on U.S. Route 29 (Northside Drive East/ SR 1570): i U.S. Route 2 h 9 Southbound — construction of a continuous 12 foot wide through lane (with shoulders or guard rail as may be required by VDOT) starting at a point that is 1000 feet north of the Middle Entrance and extending to the point where it connects with the portion of the lane constructed pursuant to Section 5.3.1(a)(1)(ii). (ii) U.S. Route 29 Southbound - construction of dual left turn lanes with taper. (iii) U.S. Route 29 Southbound — construction of a right turn lane with taper. (iv) U.S. Route 29 Northbound — construction of a right hand tarn lane at the Middle Entra nce, the geometries of which will be subject to app roval. al. (v) U.S. Route 29 Northbound — construction of left turn lane with taper. (vi) SR 1570 Eastbound — construction of or restriping of lanes to result in separate left, through and right turn movements. vii Entrance — ( ) t once road Westbound installation of a traffic signal with 8 phase timing, video detection and associated intersection improvements on U.S. Route 29. (viii) Existing crossover at Cypress Drive — construction to close the crossover. (ix) Frontage road from Cypress Drive to SR 1570 — construction of a public street to serveproperties c urrentl accessing U.S. Route 29 through P Y g Cypress Drive. (2) Northside Drive East between U.S. Route 29 and North Pointe Boulevard as shown on Sheet D-1. Completion of the Phase II Road Imnrovemeats. Within fifteen 1 ee 5 months after the issuance of the firs t building permit for a building within the lands subject to the first subdivision pla t or site plan that would authorize ze the aggregate commercial office and ho tel gross floor area as shown on Sheet A within the Project to exceed two hundred ninety thousand (290,000) square feet, or prior to the issuance of a certificate of occupancy for any building that causes such gross floor area to exceed two hundred ninety thousand (290,000) square feet, whichever is earlier, all of the Phase II Road Improvements shall be accepted by VDOT for public use or bonded fo r VDOT's acceptance if such Road Improvements s area rims P P primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements are a secondary highway. As it relates to the Neighborhood Investments Property, Proffer 5.3.1(c) is replaced and amended as set forth below: p be o (c) Phase III Road Improvements. Prior to approval of a subdivision plat or site plan for any development of the Neighborhood Investments Property or any portion thereof, Owner shall obtain all associated permits and post all associated bonds required for the construction of th e followingroad improvements collective] t p (collectively, he "Phase III Road Improvements") to the extent any such road improvements have not already been completed: (1) Northernmost Entrance (op)osite Lewis & Clark Drivel on U.S. Route 29: (i) U.S. Route 29 Southbound — construction of left turn lane with taper. (ii) Northwest Passage from U.S. Route 29 to the south property line of Tax Map 32, Parcel 22K as shown on the Application Plan. (iii) U.S. Route 29 Northbound — construction of a right hand turn lane, the geometries of which will be subject to VDOT approval. iv If the traffic signal ( ) gn to be constructed by others is in place prior to Owner commencing work on this Northernmost Entrance, and such traffic signal only includes three legs, Owner shall add the fourth leg to the signal, which shall include additional mast arms signal head s and ancillaryequipment ne cessary to support Northwest Passage's use of the intersection, as determined by VDOT. If such traffic signal is not in place and the vehicular traffic generated by the Project causes the VDOT signal warrants to be met, and VDOT requires that a traffic signal be installed as a condition of the entrance permit, Owner shall install such traffic signal. (2) Within twelve (12) months after issuance of the building permit for construction of the element school on th e e School Lot and if not alrea dy completed, Owner elementary Y p , will complete the improvements set forth in Section 5.3.l(c)(1) above. Completion of the Phase IiI Road improvements. Within twelve (12) months after the occurrence of the applicable event in Section 5.3.1(c) which required the Owner to obtain all associated permits and post all associated bonds required for the construction of the Phase I►I Ro ad Improvements, ents all of the Phase III ro ad improvements shall b a P e accepted b P P Y VDOT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements p p ovements are a secondary highway. 5.3.2 Upon request by the County, Owner shall make a cash contribution to the County or VDOT for the cost of a cable or wireless radio system that will link one or more of the signals between Lewis and Clark Drive and Air port Road; provideid, however, tha t the total cash contribution shall not exceed thirty-five thousand dollars ($35,000). Subject to matters of force majeure, if the County does not request the funds, or does request the funds but the construction of the system does not begin by the later of December 31, 2010 or three (3) years after completion of all of the Road Improvements, said funds shall be refunded to the Owner. 5.3.3 Prior to the approval of plans for improvements at any U.S. Route 29 intersection, Owner shall provide VDOT traffic signal network timing plans that VDOT finds acceptably address the impacts of the proposed traffic signals for peak traffic periods. 5.3.4 Regional Trans portation sportation Study, Cash Contribution. THIS PROFFER HAS BEEN SATISFI ED, Upon request by the County, Owner shall make a cash contribution of one hundred thousand dollars ($100,000) to the County for the purposes of funding a regional transportation study for the Route 29 corridor, which includes the South Fork and North Fork of the Rivanna River and the Hollymead Growth Area of which North Pointe is a part. The contribution shall be made within thirty (30) days after requested by the County anytime after the rezoning is approved. If the request is not made within one (1) year after the date of approval of the first final site plan for the first commercial building within the Project, this proffer shall become null and void. If such cash contribution is not expended for the stated purpose within three (3) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. VI. OPEN SPACE AREAS AND GREENWAY 6.1 Pedestrian Pathways. All pedestrian pathways shall be classified as shown on the Pedestrian Pathwa y Key on Sheet G .rod except for the pathwa ys to be constructed b the Y Y P P Y Y County, shall be shown on the subdivision plat or site plan for the underlying or adjacent lands within the Proje ct. The pathways shall be constructed b Owner as Class A or Class B trail J P Y Y s as identified on Sheet G, and in accordance with the applicable design and construction standards in the County's Design Standards Manual. Such construction shall be in conjunction with the improvements for the subdivision plat or site plan, as the case may be, and bonded with the streets if the pathways are a subdivision improvement, or with a performance bond if the pathways are a site plan improvement. The pathway shown on Sheet G along Flat Branch north and south of Northside Drive East shall not continue through a culvert if a culvert is used for the stream crossing. The pathway intended for the culvert between Park E and Park F under North Pointe Boulevard shall conform to the applicable standards in VDOT's "Subdivision Street Guidance" and Owner shall maintain the pathway if it is not accepted by VDOT for maintenance. 6.2 Lake. Upon request by the County, Owner shall dedicate to the County the lake shown on the Application PI an for public use provided that such 1 ake will be available for use b P > P Y Owner for stormwater management as described in Sheet C to the Application Plan entitled "Stormwater Management and Stream Conservation Plan" ("Sheet C"). VII. THIS SE CTION INTENTIONALLY DELETED VIII. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Library. (a) Upon request by the County, Owner shall dedicate to the County the fee simple interest ' s m the land shown on Sheet B p as a library, consisting of a 15,000 square foot fully graded pad site, with utilities, to accommodate a 12,500 square foot building footprint, a five foot perimeter strip and up to a 25,000 square foot building, together with a nonexclusive easement to the adjacent J common area for ingress, egress, construction staging and sufficient Count Coder required parking, stormwater detention and water quality facilities Y acilities for the location W P g, q tY of a freestanding Jefferson -Madison Regional Library and such other uses that are compatible with the proposed surrounding uses, as determined by the County (the "Library Lot"), Notwithstanding the terms of the prior sentence to the contrary, if the requirements for the library building require a larger building footprint, the County may authorize the library building footprint to be larger than as stated in the prior sentence, provided, however, that the size of the area shown as "Park H" on Sheet B ("Park H") and/or the size of the adjacent parking area immediately north of the Library Lot on Sheet B (the "Library Parking Lot") shall be adjusted accordingly to accommodate such larger building footprint. The Owner shall not be responsible for any utility tap fees, but Owner shall complete construction of the Library Parking Lot and other parking areas serving the Library Lot. The Owner shall permit the County to use the Libra Parkin Lot and/or, if not ahead con structed, strutted Park H for purposes of construction Library ru on g Y > P rP staging. Within twelve (12) months after written notice from the County that it intends to begin construction of the library, the Owner shall make the access roads and the area of the Library Parking Lot available with at least a four inch compacted stone base for use as access and construction staging. ng Such street access serving the LibranLo t and the LibraryPuking Lot shall be completed and available for use no later than ten (10) months after issuance of the SCOTTrR. C17LLINS'Z Lic. No. 035791,a A 5/16/22 . a J L9 lqr,- LU Zcl� C'7 I-1 N U) J CIO r z N LL. O 1 N N Q WQ LU > V) W Q 2 J J_ U) LU LU a --I L9� z 0 O J = U U (W� r "i W 1 Y LUUl U) (n z W F G Z LU W Ce ~ a W 0— rJH Q W LLB Jelf z Q O 0 O N UO w U) W LL LL O JOB NO. 182150 SCALE AS SHOWN SHEET NO. 2 building permit for the library, provided, however, that asphalt pavement in areas used for construction staging by the County shall not be required to be installed until thirty (30) days (or such longer reasonable time as may be necessary due to weather conditions) after the County has removed its construction -related materials and equipment. Upon the request of the County, Park H shall also be dedicated to public use, but the Owner shall not be responsible for maintaining such park. Owner shall be responsible for maintenance of the Library Parking Lot and other parking spaces serving the Library Lot and the County shall have no obligation to be a member of any owner's association. The County's request for dedication of the land for the Library Lot and Park H shall be made within three (3) years following the later to occur of (i) issuance of the first residential building permit within the Project, (ii) Owner's completion of the infrastructure (including but not limited to streets, water, sewer, electric, gas) required for the use of the Library Lot, or (iii) December 31, 2016 (which December 31, 2016 deadline may be extended by written mutual agreement of the Owner and the County). If a request for such dedication is not made within three (3) years following the later of these dates, this proffer will be null and void. (b) Green Roof. In the event that the requirements for the library building require a larger building footprint, and the County elects to authorize the library building footprint to be larger than 12,500 square feet pursuant to section 8.1(a) above, and in the further event that the building is developed as a condominium and the County requests the Owner to assume ownership for a portion of the larger building, Owner shall accept such ownership at a reasonable price upon which the parties may mutually agree, and shall contribute to the County, on a pro rata basis based on the proportional size of the portion of the library building owned by the Owner relative to the size of the library building as a whole, the cost of designing and constructing such building. These costs may include, if desired by the County, installation of a "green roof," and any additional expenses associated with structurally reinforcing the roof as necessary to support the green roof. Within ten (10) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment amount as provided in the construction contract, the Owner shall submit such payments to the County. Alternatively, in the event the County elects to design the library building as a Leadership in Energy and Environmental Design ("LEED") building, the Owner shall contribute to the County, on a pro rata basis based on the proportional size of the portion of the library building owned by the Owner relative to the size of the library building as a whole, the additional costs of constructing the library building to obtain LEED certification for the building. Within ten (10) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment amount as provided in the construction contract, the Owner shall submit such payments to the County. The design of the green roof, or the criteria utilized to obtain the LEED certification, as applicable, shall be in the County's discretion. 8.2 Affordable Housing. Subject to the terms and conditions of this Section 8.2, the Owner shall provide a minimum of forty (40) "for -sale" residential dwelling units as affordable dwelling units, a minimum of sixty-six (66) "for -rent" residential dwelling units as affordable dwelling units, and a minimum of four (4) Carriage House Units (as Carriage House Units are defined in Section 8.2(d)). The forty (40) "for -sale" residential dwelling units shall be comprised of the following types of dwelling units: twelve (12) from multi -family; twelve (12) from "other" (consisting of townhouses, duplexes, attached housing, condominiums in the commercial areas and other unidentified housing types); and sixteen (16) from single family detached, each at the the purpose described herein, but shall, by January 30, 2017, or thirty (30) days after such later date, contribute five hundred thousand dollars ($500,000) cash to the County to be used by the County for projects identified in the County's CIP reasonably related to the needs of the North Pointe community, and in such event the School Lot may be used for other residential purposes as approved by the County after request by Owner for an amendment to the Application Plan. After dedication and before the County uses the School Lot for a school or for park and recreational purposes, and if requested by the County, Owner shall maintain the School Lot until requested by the County to no longer do so, subject to the Owner's right to exclusive use of the School Lot for park and recreational purposes. Such park and recreational purposes shall be only those uses shown on an approved final site plan or subdivision plat for the area that includes the School Lot. Upon being requested by the County, Owner shall cease all use and maintenance of the School Lot and remove all improvements established by Owner that the County requests be removed. The County shall not be obligated to pay Owner for any improvements established by Owner that the County retains. The deed of dedication for the School Lot shall provide that if the County accepts title to the School Lot and then does not construct either a park or a school within twenty (20) years following the date the Board of Supervisors approved ZMA 2013- 00007, then upon Owner's request title to the School Lot shall be transferred to Owner at no expense to Owner. 9.2 Bus Stop Turnoffs, Bus Stop Improvements, and Bus Service. (a) Owner shall construct ten (10) public bus stop turnoffs as shown on the Application Plan, or otherwise two (2) in the southernmost residential area, four (4) in the commercial areas and four (4) in the other residential areas, each in a location mutually acceptable to Owner and the County. The bus stop turnoffs shall be approved with street construction plans for the Project and bonded and constructed with the streets. (b) Upon the request by the County, Owner shall contribute the total sum of twenty five thousand dollars ($25,000) cash towards the design and construction of the above ground bus stop improvements such as benches and shelters meeting standards established by the County at each bus stop. If the County does not request the funds, or requests the funds but does not construct the bus stop improvements by the later of December 31, 2015 or three (3) years after completion of the road network that includes the bus stop turnoffs, then subject to matters of force majeure, the unexpended funds shall, in the discretion of the County, either be returned to Owner or applied to a project identified in the County's capital improvements program within or adjacent to the Project that benefits the Project. (c) Within thirty (30) days after the introduction of public transportation to the Project, Owner shall contribute twenty-five thousand dollars ($25,000) cash to the County to be used for operating expenses related to such service, and shall thereafter annually contribute Twenty -Five Thousand Dollars ($25,000) cash to the County to be used for operating expenses related to such service for a period of nine (9) additional years, such that the total funds contributed to the County pursuant to this Section 9.2(c) shall not exceed Two Hundred Fifty Thousand Dollars ($250,000). If the introduction of public transportation to the Project does not commence by the later of ten (10) years after the Board of Supervisors approved ZMA 2013- 00007, or seven (7) years after the date of the issuance of the first certificate of occupancy for the first commercial building within the Project, this Section 9.2(c) shall become null and void. sale prices and under the terms and conditions set forth in this Section 8.2, The Owner shall convey the responsibility of constructing the affordable units to the subsequent owners of lots within the Property. (a) Multi -Family and "Other" For -Sale Affordable Units. For multi -family and "other" for -sale affordable dwelling units within the Property, such affordable units shall be affordable to households with incomes less than eighty percent (80%) of the area median family income (the "Affordable Unit Qualifying Income"), such that the housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITI) do not exceed thirty percent (30%) of the Affordable Unit Qualifying Income, provided, however, that in no event shall the selling price of such affordable units be less than the greater of One Hundred Ninety Thousand Four Hundred Dollars ($190,400) or sixty-five percent (65%) of the applicable Virginia Housing Development Authority ("VHDA") maximum mortgage for first-time home buyers at the beginning of the 90-day identification and qualification period referenced in Section 8.2(f). (b) Single Family Detached For -Sale Affordable Units ("Moderately -Priced Units"). For single family detached for -sale affordable units within the Property (`Moderately - Priced Units"), such Moderately -Priced Units shall be affordable to households with incomes less than one hundred twenty percent (120%) of the area median family income (the "Moderately -Priced Unit Qualifying Income"), such that the housing costs consisting of PITI do not exceed thirty percent (30%) of the Moderately -Priced Unit Qualifying Income, provided, however, that in no event shall the selling price of such Moderately -Priced Units be required to be less than the greater of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eighty percent (80%) of the applicable VHDA maximum mortgage for first-time home buyers at the beginning of the 90-day identification and qualification period referenced in Section 8.2(f). (c) For -Rent Affordable Units. For a period of five (5) years following the date the certificate of occupancy is issued by the County for each for -rent affordable unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"), such units shall be rented to households with incomes less than the Affordable Unit Qualifying Income. No for -rent affordable unit may be counted more than once towards the number of for -rent affordable dwelling units required by this Section 8.2. (i) Conveyance of Interest. All deeds conveying any interest in the for -rent affordable units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this Section 8.2(c). In addition, all contracts pertaining to a conveyance of any for -rent affordable unit, or any part thereof, during the Affordable Term, shall contain a complete and full disclosure of the restrictions and controls established by this Section 8.2(c). Prior to the conveyance of any interest in any for -rent affordable unit during the Affordable Term, the then -current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this Section 8.2(c)(i) have been satisfied. X. ACCESS TO ADJACENT PROPERTIES 10.1 Dedication of Right -of -Way -Extension to Parcel 22E. Unless the dedication of public right-of-way and the construction of such street are required in conjunction with the approval of a subdivision plat under Albemarle County Code § 14-409 and related sections, or their successors: Owner shall reserve the fifty (50) foot wide right-of-way located within the area shown on Sheet B and identified as a "50' R.O.W. Reserved for Future Dedication" connecting a right- of-way from the proposed middle entrance road into North Pointe to the southern property line of Tax Map 32, Parcel 22E ("TMP 32-22E"). Prior to the issuance of a building permit for Building 32 as shown on the Application Plan, Owner shall record in the Clerk's Office of the Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use for road purposes, the area labeled "50' R.O.W. Reserved for Future Dedication." Owner acknowledges that if it is not part of a subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the following conditions: (i) that TMP 32-22E shall have been upzoned; and (ii) that prior to its use for road purposes, there shall have been constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the construction of the access road serving Building 32, the Owner shall construct the intersection curb radii or the road serving TMP 32-22E and extend construction of such road for at least a minimum of one hundred (100) feet from Northside Drive East. The Owner shall also place at the end of such extended road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a future road extension. Owner shall grant temporary construction easements as determined necessary by the County Engineer to allow for the road to be extended to TMP 32- 22E, which construction easements shall be on Owner's property and outside of the dedicated right-of-way, and shall be established by the applicable site plan. No improvements shall be located within the temporary construction easements until construction of such road has been completed. 10.2 Access to Tax Man 32A, Section 2, Parcel 4 (current Northwoods Mobile Home Park Property). Unless the dedication of public right-of-way and the construction of such street are required in conjunction with the approval of a subdivision plat under Albemarle County Code § 14-409 and related sections, or their successors: Owner shall reserve an area in the location labeled "50' R.O.W. Reserved for Future Dedication" at the eastern end of the main commercial access road from U.S. Route 29 on Sheet B for access to Tax Map 32A, Section 2, Parcel ("TMP 32A-2-4"). Prior to the issuance of a building permit for Building 6 or Buildings VI through V6, each as shown on the Application Plan, whichever is earlier, Owner shall record in the Clerk's Office of the Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use for road purposes, the area labeled "50' R.O.W. Reserved for Future Dedication." Owner acknowledges that if it is not part of a subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the following conditions: (i) that TMP 32A-2-4 shall have been upzoned; and (ii) that prior to its use for road purposes, there shall have been (ii) Annual Reporting. During the Affordable Term and within ninety (90) days following the end of each calendar year, the then -current owner shall provide to the Albemarle County Housing Office a certified annual report of all for -rent affordable units for the immediately preceding year in a form and substance reasonably acceptable to the County Housing Office. Subject to all federal, state and local housing laws, and upon reasonable notice during the Affordable Term, the then -current Owner shall make available to the County at the then -current Owner's premises, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. (d) Carriage House Units, Carriage House Units shall meet the requirements for a single family dwelling as defined in the Virginia Uniform Statewide Building Code, shall be on the same parcel as the primary dwelling unit to which it is accessory, and shall not be subdivided from the primary residence ("Carriage House Units"). The subdivision restriction shall be included on the plat creating such parcels and be incorporated into each deed conveying title to such parcels. (e) Each subdivision plat and site plan for land within the Property which includes affordable units (which, for this Section 8.2(e) shall include Moderately -Priced Units) shall designate the lots or units, as applicable, that will, subject to the terms and conditions of this proffer, incorporate affordable units as described herein. The first such subdivision plat or site plan shall include a minimum of three (3) such affordable units. Thereafter, and until the total number of affordable dwelling units proffered hereunder shall have been fulfilled, the Owner shall provide a minimum of three (3) such affordable dwelling units per year. Each final subdivision plat and final site plan also shall include a running total of the number and percentage of affordable units previously provided and proposed to be provided by the subdivision plat or site plan. For purposes of this Section 8.2(e), such units shall be deemed to have been provided when the subsequent owner/builder provides written notice to the County Housing Office or its designee that the unit(s) will be available for sale, as required by Section 8.2(f) below. In the event that the Owner provides more than three (3) affordable dwelling units in a single year, the Owner may "carry over" or "bank" credits for such affordable units, such that the additional affordable units which exceed the minimum annual requirement may be allocated toward the minimum number of affordable units required to be provided for any future year. The maximum number of affordable units that may be carried over or banked shall not exceed twelve (12) per year. Notwithstanding the terms of this Section 8.2(e) to the contrary, upon the written request of the Owner, the County may authorize an alternative process and/or schedule for the provision and/or delivery of such affordable units upon a determination that the request is in general accord with the purpose and intent of Section 8.2 and/or otherwise furthers the goals of providing affordable housing in the County. (f) All purchasers of the for -sale affordable units shall be approved by the Albemarle County Housing Office or its designee. The subsequent owner/builder shall provide the County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the affordable unit. The ninety (90)-day period shall commence upon written notice from the then -current owner/builder that the unit(s) will be available for sale. If the County or its designee does not provide a qualified purchaser who executes a contract of purchase during this ninety (90)-day period, the then -current owner/builder shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s), provided, however, that any constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the construction of the roundabout serving Building 6 and Buildings V 1 through V6 the Owner shall construct the intersection curb radii and extend construction of the road for a distance of at least thirty feet beyond the roundabout. The Owner shall also place at the end of such extended road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a future road extension. After dedication and before the conditions of the dedication have been satisfied, and if requested by the County, Owner shall maintain the dedicated land until requested by the County to no longer do so, subject to the Owner's right to exclusive use of the dedicated land for park, recreational, and/or greenspace purposes. Upon being requested by the County, Owner shall cease all use and maintenance of the dedicated land and remove all improvements established by Owner (if any) that the County requests be removed. Owner shall grant temporary construction easements as determined necessary by the County Engineer to allow for the road to be extended to TMP 32A-2-4, which construction easements shall be on Owner's property and outside of the dedicated right-of-way, and shall be established by the applicable site plan. No improvements shall be located within the temporary construction easements until construction of such road has been completed. XI. SIGNATORY 11.1 Certificate. The undersigned certifies that it is the only owner of the Neighborhood Investments Property, which is the subject of ZMA 2013-00014. 11.2 The Owner. These proffers shall run with the Property and each reference to Owner within these proffers shall include within its meaning, and shall be binding upon, Owner's successor(s) in interest and/or the developer(s) of the Property or any portion of the Property. (Signature Pages Immediately Follow) unit(s) sold without such restriction shall nevertheless be counted toward the number of affordable units required to be provided pursuant to this terms of this Section 8.2. The requirements of this Section 8.2 shall apply only to the first sale of each of the affordable units. (g) The County shall have the right, from time to time, on reasonable notice and subject to all applicable privacy laws, to inspect the records of Owner or any successors in interest for the purposes of assuring compliance with this proffer. (h) Cash Proffer. THIS PROFFER HAS BEEN SATISFIED. Within sixty (60) days after the Board of Supervisors approval of ZMA 2000-009, the Owner shall cause to be contributed three hundred thousand dollars ($300,000) cash to the County of Albemarle for the Albemarle Housing Initiative Fund or such other similar fund as may be established or authorized by the County. The contribution shall be to fund affordable home ownership loan programs within the Project and other areas of Albemarle County, including those provided by non-profit housing agencies such as the Piedmont Housing Alliance, Habitat for Humanity, and the Albemarle Housing Improvement Program. If such cash contribution is not expended for the stated purpose within five (5) years from the date the funds were contributed to the County, all unexpended funds shal l be refunded to the Owner. IX. EDUCATIONAL AND OTHER PUBLIC FACILITIES 9.1 Elementary School Site. Within two hundred seventy (270) days following request by the County, Owner shall dedicate to the County the land shown on the Application Plan as "Elementary School 12.85 Acres Schematic Layout", consisting of approximately 12.85 acres (or a smaller portion of such land in the County's sole discretion) (the "School Lot"). Prior to dedication, the School Lot shall be graded and compacted by Owner to a minimum of 95% compaction as measured by a standard Proctor test with suitable material for building construction as certified by a professional engineer or as otherwise approved by the County Engineer to establish a fully graded pad site to accommodate an elementary school. The recreational field improvements shown on the Application Plan shall be fine graded and have top soil and soil amendments added, and the mains for an underground irrigation system serving the recreational fields shall be installed. Such improvements shall be reasonably equivalent to those existing at the recreational fields at Baker -Butler Elementary School, exclusive of any above ground improvements. The pedestrian pathways as shown on the perimeter of the School Lot on the Application Plan shall be reflected on the subdivision plat prepared by Owner creating the School Lot and the pathways shall be installed when the site is graded for the recreation fields. The Owner shall provide all utilities to the School Lot. The dedication shall include easements across Owner's land for access to and use of Storm Water Basins 5 and 10 shown on the Application Plan, together with all temporary construction easements to allow Stormwater Basin 10 to be redesigned and enlarged, if necessary, to accommodate the School Lot stormwater..The School Lot shall be used as an elementary school site, but if the County determines that the School Lot will not be used as an elementary school site, it shall be used by the County for park and recreational purposes serving both the North Pointe community and the region. If the County does not request that the School Lot be dedicated by the later of December 31, 2016 (which December 31, 2016 deadline may be extended by written mutual agreement of the Owner and the County), or three (3) years after the issuance of the first residential building permit within the Project, the Owner shall be under no further obligation to dedicate the School Lot for This Proffer Statement may be signed in counterparts and/or via facsimile with the same ful I force and effect as if all signatures were original and on one document. Date: J 11 COMMONWEALTH OF VIRGINIA CITY OF RICHMOND NEIGHBORHOOD INVESTMENTS - NP, LLC By: By: William H. Shewmake Its: Agent The undersigned Notary Public in and for the jurisdiction aforesaid hereby certifies that William H. Shewmake as Agent for Neighborhood Investments - NP, LLC signed the foregoing Proffer Statement bearing the date as of 'Wre4AS 2014, acknowledged the same before me in my jurisdiction aforesaid on behalf of said limited liability company. Given under my hand this °Z day of //ftAre Glt , 2014. My commission expires. & &,` [SEAL.] Notary Pu licj'' 1= r0w �/r c;z ;•;J�� Notary Registration No.: _ •n c 7. •' 2 vti Z O N U) 1\�1 W SCOTTrR. Ct7LLINS'Z Lic. No. 035791,a z 0 a U U)LU0 z 0 m w r9r 12 W W Z J J U �r 5/16/22 N O N N > LU J J_ > LU 0 Q U Y LU H D U) LU LU U) LU O O N z a J LU U) Q z LL. LU Q LU rl C) 1— 4 U LU U) U) W LL LL JOB NO. 182150 SCALE AS SHOWN SHEET NO. 3 TH 0FG o r~, SCOTT R. LLINS'Z U Lic. No. 0357911a °po 5/16/22 k� IONAL 1 �0' z O U w J z < O H m d J Q Uri O Z rL z O O O z O ,w w M V, � H a U_ u_ J W H Z N N Q N O z a ti Z� LU cv' 1� N � � J z H_ N � 1 N W Q N Q w ' ^ V / Ui J J_ Z - w W T— 1 z ^w L.L 0 L9 '_J O VJ Z = U U (LU J "r • Q W 1 Y U LU (n ``w^^ VJ z w W L11~/ Z� LL a U Lii w iJ Q o 0 0 N U w J OU ~ w z w O w of Ln JOB NO. 182150 SCALE AS SHOWN SHEET NO. 4 UJll be constructed and without obtaining offsite construction easements. The rights -of -way shall be (iv) property () property parking, be allowed if the plat restricts construction of a building within fifty (50) feet of Ul 11. Sanitary sewers. All residential uses shall be served by gravity sanitary rce eupon terminate. Phone r-��tr• COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4012 a continuous informal into of large, medium and small deciduous trees ranging from one and one- half inches (1'/z") to two and one half inches (2'/:")caliper and evergreen trees ranging from four feet (4') to six feet (6') in height; 9. All of the above -noted landscaping shall be shown on the road plans submitted for Northwest Passage. The plans shall include a complete planting schedule keyed to the plan. The plans are subject to approval of the Design Planner; 10. Design details of the retaining walls, including column cap design, pier design, stone finish, other materials, etc., plant size and planting configuration shall be shown on the road plans and are subject m approval of the Design Planner; and I I. if the use, structure, or activity for which this special use permit is issued is not commenced within sixty (60) months after the permit is issued, the permit shall be deemed abandoned and the authority granted thereunder shall the � q COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Rona, Room 227 clrarinttesviuc, Virginia z29oz-4596 Wagner _ Page 2 of B August 23, 2006 (40) single family detached residential units in any year (including any year prior to the date of approval of the first commercial building permit), the excess lots shall be credited to the lots required in subsequent years. 3. Conservation areas. The conservation areas shown on the Application Plan shall remain Wagner Page 3 of 8 August 23, 2006 A. Open space areas not dedicated to public use shall be for the use and enjoyment of the residents of the Project, subject to the restrictions that may be imposed by any declaration recorded as part of a conveyance of these areas to a homeowner's association. Open space areas dedicated to public use shall be for the use and enjoyment of the public, including the residents of the Project. Wagner Page 4 of 8 Wagner Page 5 of B Wagner Page 6 of 8 Wagner Page 7 of 8 Wagner Page 8 of B August 23, 2006 August 23, 2006 August 23, 2006 August 23, 2006 August 23, 2006 S. Landscaped buffer between residential areas and rural areas. Before the County issues the upgrades shall be completed for such acceptance within one hundred eighty property lines or within available easements. All amendments shall be subject to the Engineer will make the determination. The builder must provide evidence of the a certificate of occupancy for the first dwelling unit constructed on any of the lots shown (180) days after the request by the County. review and approval by the County Engineer. ability to maintain any retaining wall which could not be maintained without the use of Please be advised that although the Albemarle County Board of Supervisors took action on the Application Plan abutting the areas shown on the Application Plan as "Open adjoining property. on the project noted above no uses on the as approved above m lawfully P 1 , property may B Space offer 30' " aloe Pritchett Lane Lots A1-6 - - H8 20 L15 34 and N2- ( ) 9 ( 5 the Owner ), B. Extension to Tax Mao 32 Parcel 23HI. In e th event that an of the residential ntral units A. The Overlot Grading Plan shall be drawn to scale not renter h i 9 than one 1 nth equals O q begin until all applicable approvals have been received and conditions have been met. PP shall establish and thereafter maintain a heavily vegetated buffer in the open space buffer within the Project adjacent to Tax Map 32, Parcel 23HI are developed under a site fifty 50 feet, with all shown at contour intervals not realer than ( ) proposed grading g P F. Except for the main entrance to the dwelling, which shall be governed by Condition 10 This includes: common areas. The buffer, where one does not already exist, shall be planted in plan, the Owner shall design and construct extensions to Tax Map 32, Parcel 23HI by two (2) feet interpolated and shall demonstrate to the satisfaction of the County (G), the Plan shall demonstrate that an area at least five (5) feet in width, or to the lot accordance with a landscaping plan approved by the County. The landscaping plan shall way of two streets within the fifty (50) foot wide rights -of -way located as shown on the Engineer that: line if the distance is less than five 5 feet, from an () y possible doorways to dwellings • compliance with applicable PROFFERS; include the following: i an informal mix of screening trees, loose) staggered, � () fifteen 15 Y () Application Plan and identified b the notation "R. O.W. Reserve for Y d Future as shown on the P Ian or from the edges of an rode I eve) altos a Y 9 s shown on the P compliance with conditions of the SPECIAL USE PERMIT P feet on -center ii the s nine species of screening trees shall be clustered () in groups and Dedication," adjacent I cent to the church property identified as Tax Map 32, Parcel 23HI 1. All concentrated runoff is conveyed across lots using vegetated w 9 $ ales or Plan that will not be served by a stairway, has grades no steeper than ten percent • approval of and compliance with PLANS AN a SITE AND/OR SUBDIVISION PLATS); and ( ) alternate groups of screening trees shall be provided to create a naturalistic rural that fronts on Pritchett Lane. The exact location of the rights -of -way shall be fixed by underground drainage structures in a manner that does not result in flooding of (10%) perpendicular to the exterior wall, approval of a ZONING COMPLIANCE CLEARANCE. landscape; (iii) large and medium shade trees shall be interspersed among the screening the applicable final site plan. buildings or erosion as a result of the grading. For the purposes of this trees; (iv) clusters of ornamental trees shall be provided in groups of 3's and 5's; and (v) requirement, Flows from roof downspouts will be considered concentrated flows if G. In lieu of the foregoing provisions, the grading plan for the residential units located in In the event that the use structure or activity for which this special use permit is issued is no Y t tallshrubs shall be massed to help integrate the a naturalistic proposed P 9 1. The streets shallbe designed an d constructed to applicable Virginia Department of not adequately 9 P P Y n of the Project as P shown on the A 1 Application Plan PP shall be commenced within twenty-four 24 months from the date of Board approval, ' rural landscape. The featuresTransportation described in i through v herein s art of the site development p plan application for the appurtenantpublic abandoned and the permit terminated. The term "commenced" means "construction of n rural landscape." Approved plant species shall be obtained from the Albemarle County conjunction with the applicable final site plan, or at such other time authorized by structure necessary to the use of the permit." Recommended Plants List and the buffer design shall be subject to the review and the County Engineer under such terms and conditions the County Engineer Overland relief will be considered satisfied if buildings are designed to have approval of the Director of the Department of Community Development. The Owner shall determines to be appropriate, including the requirement that the Owner provide finished floors at least one 1 ()pot above low points for any drainage area which H. Any requirement of this condition may be waived by the County Engineer by I r f you have o comments regarding the above -noted action lease do not hesitate y questions , p to maintain the buffer. adequate surety or other guarantee that the streets will be constructed and includes the house. With dams and similar impoundments, this should be submitting a waiver request with the preliminary plat. If such a request is made, it q contact Sherri Proctor at 296-5832. maintained until accepted into the state highway system. measured from the to of the dam. p shall include: (i) a justification for the request contained in a certified engineer's 9. Extensions. Unlessthe dedication of public right-of-way and the construction P n of such report; (ii) a vicinity map showing a larger street network at a scale no smaller than Sincerely, streets or accesswa s as applicable, required are in conjunction with Y . the approval 1 ofa 2. The streets shall be constructed a s close to the line between property the Project B. The Count Engineer may allow other drainage structures ri ra ditches Y Y where (e.g., P P ) it has been determined this one 1 inch equals six hundred O ed 600 feet iii a conceptual � ( ) tale no P smaller subdivision plat under Albemarle County Code § 14-409 and related sections, or their successors, the following streets or accessways, as applicable, sha and Tax Ma p 32, Parcel 23HI as determined by the County Engineer to be feasible change will not significantly impact usable yards (e.g., cobblestone Swale next to a driveway), where slopes are too steep for vegetated than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the property; topography of the at five 5 foot intervals for the bete / 1 //'I) /f 30 CMP OUT 468.8` vV `\ eveH POINTZ', \ o \ \ \\ -� " GENERAL NOTES: \ '.1 FUTURE \ / 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE NORTH POINTE TH rMPo3zoo-oo-EN.;ho�! \ \ / GRAPHIC SCALE DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT OF�� i IN / / \ \ - -- - \, \ CHARLLOTTESVIILLE LLC \ / v \ / / / I \ \ \ / PARCEL PER FEMA FLOODPLAIN MAP # 51003C0145D. NO U3 p 1� 0 \ � so o =s so ^� FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. �SCOTT R. LLINS'Z tFt9 /- -- ,. a4E/ -�P PUBLIC RI LEVARD ` ` \ \ / I I _ 2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. €'L90kOSLl1S 0 _ j CLIFFST NEBOU / GHT Iy \ \ \ \ / 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL U Lic. No. 035791 v � v�_g1�R7WDF AY �� \ r ^� (IN FEET) - INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF 1 inch = 50 ft. UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, _ Ao 5/16/22 w R=554So'-VOL-r _ �� \ \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ��js Cti \ / i i A { ^ ? `F I \ \ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION SIONAL E� . \ \ F SANITARY L.O.S.390' `_ SLt _ R`554.gow-� � SEWER,AND /STORM SEWERERT �AND WATER SERVS AT POINTS OF OICE PI ING� O i ,z o - VAR B EL WIDTH C � UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES THE v JA `a0' 4�n HIVE OFSIGHT- - EXISTING - - -- \ , \ „ l } RELATED \ ` CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK .,--- - - --__ __ _._ ._ __...... EXISTING in' --... .0 3 476.90 - - - �� E�.v8'R��G & �, oo V `i - :. PLANS AND MAY NOT MATCH THE CURRENT, EXISTING 24"CMP IN=469.61 83 -y, m u o/ - T BZQW6FE\ v P TOPOGRAPHY/LAYOUT ON THE SITE SINCE THE SITE IS CURRENTLY m ' M V /u 3Q CMP OUT=469. (# 7) 9 -_ A v v v r s. y z Ewa o �.3 \ % UNDER CONSTRUCTION. z w SDMM383 # ) \ \ : \ \ \ v - < a SDMH#113 15 CGM�P IN-470:58 ll 3 V A A \ \ \ O I 472.2 # \ \ \ w \ \ i 1 CMP OUT-470. 8(#83) 24"CMP OUT-470.45 85 _ N _ - _ 24"CMP O =470.4 81)-- z m a"i - --- _ = BENCHMARK % \ \ \ ` _ �=+y .' , LU EW LU V IABL( WIDTH PUBLIC I'; TOP OFD.I. / A I I \ V A -- - ^' DRINAG EASEMENT - N - , �� I I I V - a - - - - - T - �{... O 'o I N ELEV.=478.66' �. \ r\ \ -- -- - `.l'J r O z m c \ / \ - \ 1. -" 1EW yARIABLE WIDTH JUBLIC I� - J _ - . p 4 �SANI ARY SEWER EAS ENT � �o � / / / � I I I �^, � a � T, � -,' � --- _ � -�� -` - - --'�• ss � m o LIMITS OF EXISTING ALBEMARLE COUNTY s _ - �s _ ss EXISTING ---_ I _ / - ss�_�s usv STORMWATER // PRESERVED STEEP SLOPES N 'PARK _- J HAVE BEEN DETERMINED MANAGED SLOPES �y_ _ ass 4 MANAGEMENT _ ...111 FACILITY BASED ON IMPACTS TO THESE AREAS FOR THE \ a rr=. 1 N I> I NORTH POINTE \ � 10 u j ARK / INSTALLATION OF THE ROADWAY _ " F I/� secnoN to ` ! 9 �� \ - TMPyy3200-00-00-02300 �z ' I INFRASTRUCTURE, AS PERMITTED UNDER m j I g SECTION 30.7 4(6)h)� CHA oTTESVILLEJRLC ,4 A 7 - ° o� / �' _ o I / 6 EXISTING B' _ o _ SANITARY SEWER - I I 06 a g l f/ �v-emcee- _ �88 481 / II A II ! --� �� _ / `� PCB I �T - a 7 �. ; �I `o- I� "HDPE IN-464.55(NDRTH) Av 3_ ^�^ B GH OFWAy _ (( ICN / 24"CMP IN=480.59 #79) V 1 R/W wAV �� 4 / 24"CMP1T=480.55(#83) o m - s^^�� BENCHMARK / \ V A v 1 IbI -- o 56b1 I� w ,TOP OF D.I. 1.1 m o ELEV.=488.49' / vvvvvvvv A vvvvvv�v E \\ NEW VARIABLE Wy�H PUBLIC i I ''qr / if \ \ \ \ \ \ DRAINAGE EASEMENT' „ - / v 16 sa � >" NORTH POINTE I� \ ?p J� 15 % 3 FUTURE \ dN- �� p� L - - 5 I DEVELOPMENT NEW VARIABLE WIDTH PUBLIC II . EXISTING _ \ \\ TMP NORT0320 H POINTE 0230o SANITARY SEWER EASEMENT I RIGHT-OF-WAY / �oo� ` _ - - _ - Cl? p5 NORTH POINTE / -- \ \ tT ° \ / \ / M v "0 CHARLOTTESVILLELLO /' / \ �( \ �\ \ 1 1 �- - 9 Z o LIMITS OF EXISTING A A A ' ` = 1 / N _ 3 - PRESERVED STEEP \ \ \ \ V I _ if ALBEMARLE COUNTY �T7 ¢ EXISTING S' / _ ---- A V A V A\ V A A \\ \ 1 - -�, - , / - PROPERTY LINE 8 3 a i SLOPES SIDEWALK \ V ., '..,. � ss MEANDERS t1,390"ALONG � � 'DS --- # THE f OF CREEK 495 4�111 ti� ti �/ // \\ V A \ V A AV ; ° \" w / 2i. / / �.� ^�j� (� � > v v / O_ I A l i / �1 � I o V 'SDMH 89 z / - A A \ �' /5�� ^ 495.54 15"CMP OUT z m A v �. o 4"HDPE IN=491.77(SOUTH) , � � � / A � V A � A � � a , , ;�, 15"CMP IN=486.86 67 '� 15'�CMP IN=487.47 111 - A\ o A \ � \ a / \ �, \ \ \ \ \ Lu //�� SDMH#79 / / 15"CMP OUT=486.84(#�9s a9 H i� � A \V A \\ \\ / VARIABLE WIDTH DRAINAGE _ _ , A ' � _ 18' CMP IN-487.4977)) / \ \ \ \ \ - ss / N J / <�_ 24"CMP OUT=485. bbb 1 ^ / / / -\ \ \ cn°� i `��. / / / O _ \ EASEMENT � _ A A ,o A \ \\ ^� � T.. L' / .�. - o v A TREELINE \ \\ V A V t.� „ T� < c / \ v A EXISTING \ \ I'� L' % � Zc / - ss / BENCHMARK / \ TOP OF D.I. \\ � \ \ /� / �r, l I e1 - s / tw o ELEV-49539rl s i C OSSCREEK PLACE PUP RIGHT OF WAY � �� \ �� \\ \ \\ \ \ \ \ � \ \ \ _ ,i rS1 i � �/ � - - o > � o 51' R/W I / / zs - __ - \os w .., „`• :O ^ y 3" D.I. W�L WV WV / A V A A V A \ V `a. ,. / __�ti _ - ✓ . „T �„ m ' D.li L �,� ahH�3211�Tq i. - - LL) T� a '^ 1 = ^ \ \ \ -^�Mhi, -7- s A 8' %LUG / / \ -ARN, .j•'�,- - - OI.N�blg... c EX.BL \ \ v o ss - ss s - ss `D'= & 2" OWOEE // // _ v\ v A A\ V A \ �Qi ss �� 36Fv V8331„9x.:8 I--1 4 DPE I t- N _ / i- s \ \ \ N �� L9O 0 m Y -� AGM o .,.; SDMH#77 / / / v A V A V A V J�O / s- �� - o / '� - -- I'., 499.04 / / A \ V A V A o �'� J Z L s O , ., / A A A 't A 3 W 20EASEMENTAINAGE .�U �, n. 15"CMP�IN-492.56(#10�), / / / V \ vv A A A A V A �C�� s 1 i - L5 -emp #75 �.. A s 35 �u✓�/ i \ / 18"CMP OUT=489.6g75) 6 79 i '. '( `4- /y39 _ # ) i \ LIMITS OF EXISTING ALBEMARLE COUNTY \ \ \QJ� / �\ ® = U U v i i - R=5iq.5o' \ PRESERVED STEEP SLOPES \ \ \ v `4 2.63( �L=251.5/ \ HAVE BEEN DETERMINED MANAGED SLOPES V A\ \ V � � 34 - - - - �. / o _ / BASED ON IMPACTS TO THESE AREAS FOR THE \ \ I p a V 91 u, - / INSTALLATION OF THE ROADWAY \A �, VARIABLE - , -- -- AINFRASTRUCTURE, AS PERMITTED UNDER /1 \ WIDTH PUBLIC 1 - /" SECTIO 3 74O SANITARYSEWER _ / A� A� - Lu O S (n 9t k- A -� / �� v vv v X t -� 33 �� 39 �T D E NEW 12' .�� VARIABLE WIDTH -PUBLIC ----- \� A \\ A PARK '/ ' O L _ _ \ \ DRAINAGE EASEMENT •"� \ \ �� 0 \FRIVAATE i _ - / - v v t� R� �� \ - DR GE �V--O.B. _, PG._ �� A \ \\ ---------� I� tiul / A EASEMENT n < n-- -- \ - A �� 7A /'i �� , �< Lu w A o --- - - - �d �' 40 �ARI< 93 W z --- I If if w Cn OL \ NORTH POINTE 1A Q �- ��P-- - -� - __ -. --_ - ----- - A \\ V If /' O i .., \ SECTION 1A I _4 � c - - -ste- _ i � _ I v H Q - TMP 03200 00-00-02300 NORTH POINTE I \, ,.\ �r -^" uj i� US CHARLOTTESVILLE LLC- I� \ _ l\ L\ y - - . - _ / \ - \- - \ \ \ \ I / i 4 ✓ _ J w --- - _ o 0 ss�-ss-ss ^.. ass _ -. - -s, R 305.50-- l� ��-`� \"/�-S1r 1%?�91 \\\\ \\ V r� I ' - � Q F� o - i L=96.98' - _ - _ i - \ s s� 102 _------- a 43 ss Q N - - \��'J -� `-� ------ - �- - - -- - - _ C) m 101 10099 -- 98 97 �J6 SDMH#51 CMP75N' 5 0.88 73) _ �zr- I\ % \- v- " �s ✓' s Sp�{#1. 7 5"CMF-IN-512.26� 107) - .-- \ %' `- o - 519.�" 5�.CMY OUT=SfiSJ.1 #77) = - - - - - - - - _ _- ._ _ _ _ - - _ W PA NSECTION 1C \ PARK -- \ 15"CMhP 1512.65(#105) - _ - - -- -- -- " EXISTING - rMP a32oo 00 00 oz3oo ��yy N' 15"C P 1,1=512.48(#75) EXISTING E NORTH POINTE \ VARIABLE WIDTH PUBLIC _ - _ - _ _ _ _ - _ _ SIDEWALK E CHARLOTTESVILLE LLC \ \ m o' j 'r b``i - \ '\ RIGHT OF -WAY- --��" '.• =� � I SIDEWALK � � � I K � w � E ^+ ,� DRAINAGE EASEMENT _ �I - ' y �,.. SDMH 105 i _ U 2" ARV •,l. A �` ° ^p w # D.B. PG. S51 06 i6"W 15 CMP-1N ,>15.12(#103) 395.64' ,""`. - ;I'' - .. - r��^ ' �` 53 15 CMP OUT=51 .854107) -- -� ° _ _. - �. _ J V� ^� y s JOB NO. m SDMH#73 -" ., ^-" -r. .. r, ., " ;. „_ r, r. ., ,h., „ r. „ ., ^ r, _. S / �� s o R=25 Od 520.40 IN-516.39 WEST) 'THICKET RUN PLACE w '" W v 8" "D.I. � ^ �., �1� � i / `v s 182150 0 \ •� ,^ ^ WV WV " \ HDPE5 m 3 15"CMP IN=511.38((##71 PUBLIC RIGHT m v / ss .�✓ / �s� o 15"CMP OUT=51126(#�5) 61'R/W a - -- _- - s�/' / SCALE 79 - �> - - - -- s u_ r 1 - -_ _ /54 1 -50 �d% \ SDMF{]1 NORT POINTE i s --- --- - 74--�----�Z- ---7�- 2iL �0 - --fg----��-----�-- - 66 65 --------64--s 101t1A---� --------��-----------b1---- ----- ---- --- `q---------- �- - -------------------------------- / SHEET NO. _ J _ - -- 1U\� \ 4"HDPE IN=516.3 (SOUTH) / TMP 0320 -00-00-02300 \ s 5 ,. 78 1 1 15"CMP OUT=511.52(#73) l NORT POINTE \ \ CHARLO ESVILLE LLC 1000, a £ 19040911 .9 r� / I „ / q lJ �\ \ SWM FACILTY } GRAPHIC SCALE 50 o ,1 5o iM .. I C/F V A \ ss ( IN FEET ) $A'', � 1 �. \ ss I I' 1 inch = 50 ft. 91, N I I \ NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MECHANICAL EQUIPMENT FOR BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. U Lic. No. 035791,E 9> °p 5/16/22 44 o��`SSIONA E11.o i n i o z Lo.ss o .3 N TYPE 1A ^ I L._ \1 e - i ® Z 0 - , I \ \ -' > .`¢ I ., J ' � � � -- � l _ ��5 Ste-- ss , In� V LU _i -- %— ss m o BUILDI #2f, _ �� m i� ----— -- " ss �s -- — rY o 39 U I S U------__ / H l/ Y .. - S SS f/1 1 I Z I�" y�' fir'-°-,—. _.'..�' �.-- .�-_d i% I \�— —_— — / Ss ss w _o I �� 10----------_ �Q , �v i i uj I U`�, NORTH POINTE g /--------- - - ss P _..: SECTION 1D g PARK Y 0 --____-- z �' �� p I , �-� I TMP 03200-00-00-02300 7 � � — A • : ,A r,. I 's aj �' NORTH POINTE / a l CHARLOTTESVILLE 6LLC v > o — 5 - /. P I� a - 2 rq N 4 / 12 a f1 1LTM:k 1 E o , - --- ® \ —1 17-771\\ ��. �� 16 >" W U �� s ss� 15 j� W J ' NORTH POINTE C) I I �� V s 14 FUTURE (/J m I 2� , \ss \ 1 _ DEVELOPMENT �' I r A ��` '. M TMP 03200-00-00.02300 �I m �L L ING #5 \ �; �� /; ° NORTH POINTE j` - 17 CHARLOTTESVILLE I Z I ------.[... ®a 4-�, LLC n� -CIO ® P 39 NITSi Z TY E4 C�UBHOUS 4 V \ �d / / 20 / \ CD 0 'I 5200 SF c 1 , / O7 o AMENITY 6JX80 AREA ., /- w Lij \ a i i e — 99 ' T\ c / uj 23 5 > � 1— 0A / _ 37 W POOL '� P RM .. ~ z \ w'� . , — s I CoL w �. 90 i� ss %� 35 1 _. 7 88 89 j /..�_- —\ BUILI ING#4 ®®® U I 34 42 NITS " s4 — — — J o U �.0 o� I TY E 3 86 910 0 3 Q as \ 92 \ 39 JNITS ° \ ;i a r 33 / — 39 E t+ _1� \ PAR w o ®® G I �� 1 105 �� w V\ r I 11+ ---- ---_ �i� s 4O Lu w 93 c - �\ \c W Z 32LNU)OL L w 0 o 94 _ J LLILu o \ 103 4 L 31 �i n - i Q ss °�ss <n 102 — N s / O - _ A A \V ° j _ _ 0 k 101 100 99 98 97 96-- 9 1 c', BUI D #7 \ \ \ \I , - 4S 04 O NORTH SECTIONI AE \ V NORTH POINTE I -TMP ® TYPE PARK \ SECTMP 1C � w o �03200-00-00-02300 �� > \ '� �'' ° --_-- A 1 03200-00-00-02300 1 -- NORTH POINTE - - - - , \ v ------ NORTH \ _ ... ---- ... .. -- ------------------- ^ - - ---- CHARLOTTE VILLE � _- _ _-----_--- - - � 11 1 � - ^� � � LLC -- - - \I, CHARLOTTESVILLE 0 Z w 53 � JOB NO. 182150 THICKET RUN PLACE / �V \ 61' PUBLIC R/W SCALE 79 nc) 1 — 4 ' S4 1tt_ o i — — ---� — — — — —— �2 — --��— —_�D — --{9-- —69 66 65 - ----64-- ---�2----------b1--------- -- --- -- -- --------------------------- �s �� SHEET No. \ i / 78 / A �� EXISTING STORMWATER / MANAGEMENT FACILITY - SEE APPROVED POINTENORTH tSION dWB SEECTIONiROADPLA S (SUB2oi6-00092) bdNB AV A / i I / � I I i � I I Lu z m Q Z 1 II I II 1 A EX. 5' EX. 10' ASPHALT SHARED \ \ CONC. S/W USE PATHWAY TO BE \ \ INSTALLED UNDER NORTH \ \ POINTE SUBDIVISION \ \ SECTION 1 ROAD PLANS \ \ SUB 2016-00092) \ \ EX. BIKE \ \ )1 DISTANCE TO NEAREST INTERSECTION I _ (CLIFFSToNE BLVD & I O NORTHSIDE DRIVE) =1480' EX. ENTRANCE INSTALLED UNDER NORTH POINTE SUBDIVISION SECTION 1 EX. BIKE ROAD PLANS (SUB NE 2016-00092)-TYPICAL \ EX. ROUND -A -BOUT, Y 8' FRONT SETBACK - -- — — — — — — CONSTRUCTED WITH NORTH POINTE SUBDIVISION II ° _ _ _ _ EX. 6' SECTION 1 ROAD PLANS (SUB 2016-00092) — — 390' PLAN7TIN6 EX. VAR. WIDTH \ \ ACSA UTILITY \ \ EASEMENT \ \ INST. #: EX. NORTHSIDE DRIVE \ CURRENTLY UNDER CONSTRUCTION. ROAD \ APPROVED WITH NORTH \ POINTE SUBDIVISION SECTION 1 ROAD PLANS \ (SUB 2016-00092) DESIGN SPEED: 25 MPH \ I La. I I PARK I I I ..s EX I PL ST I I I I ° (P) MIL OVER blu.vv I / ° (APPR 16'w x I REPAIR EX. S/W FOR 5' I / CONCRETE SIDEWALK CON N / /I /I /I / I / I / I (P) CG-12 TYPE B ,. i (PARALL NORTH POINTE I ° % ADA RAM FUTURE DISTANCE TO NEAREST O DEVELOPMENT INTERSECTION TMP 03200-00-00-02300 (CLIFFSTONE BLVD & NORTH POINTE NORTHSIDE DRIVE) = 375' O CHARLOTTESVILLE LLC I CC 1 O (P) VF60T STD. CC�-6 IMPROVEMENTS FOR TIEAN CONNECTIONS AVENTRANCE / / REPAIR X. S FOR 5' EX. STREET TREES TO B / CONCR TE SI LK INSTALLED UNDER NOR�H CONNE TION POINTE SUBDIVISION / II Y SECTION 1 ROAD PLANS r I Lu Q (SUB 2016-00092) -TYPICAL LL p O �_� II of I I zm NORTH POINTE ACCESSIBLE ROUTE THROUGH THE SITE y NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC EX. STREET TREES TO BE INSTALLED UNDER NORTH POINTE SUBDIVISION SECTION 1 ROAD PLANS (SUB 2016-00092) -TYPICAL NOTE: A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OF THE KNOX BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. CLIFFSTONO PUBLIC BOULEVARD 48' E/ E/P IGH7- OF WAY �- !- -- —91' R/W A. ROW _ STRIP i------------- / PROPOSED SEGMENTED RETAINING WALL WITH HANDRAIL (MAX. HT=6'), _ _ _ _------ MANUFACTURER: / Z SEE SHEETS 11&12 FOR DETAILS. EX. VAR. WIDTH - - - _ - - - _ EAGLE BY, DIAMOND PRO SIGHT DISTANCE - \ COLOR: JAMES RIVER EASEMENT INST. #: l / U., ; l / u.,,, SIGN / BUILDING #9 PROPOSEDS GMENTED RETAININ WALL WITH HAND L (MAX. HT=6'), SEE SHEETS 1 &12 FOR DETAILS. I 39 UNITS MANUFACT JR R: EAGLE BY, DIAMO DPRO TYPE 1 A COLOR: DAME RIVER I (P) ADA HAND. ADAACCESSIBLE (P) 4 CONC. 3 I PARKING ENTRANCE TO STEPS, SEE SIGNS BLDG#1 DETAIL SHEET 21 (P) 4 CONC. STEPS,SEE - DETAIL UI SHEET 21 u III O 00 22FJT�YP F- OI 3'R 8' 8' PROPOSED (P) VDOT 3'R 3z'E/p_E/P LLI BUILDING#2 i 6'CONC.S/W STD.CG-6 a 36'F/C-F/C `o 39 UNITS s — �P�No O1 F TYPE 1A PARKING O SR 2 R SIGN 3 -- 9 4 � 2'R LU ti 2'R 2'R h J 2'R O z' G SS - - U 3' PAR III 16 U 16' 24' 3� 16' OV RHANGo o _ N ADAACCESSIBLE _ Z — 16 1 2 ' 16' ST)D.DOT2 ENTRANCE TO z BLDG #2 o Q — 15 0) 3 R 10 Q- ; z I Y o O O NCO if, I o f o} ------- F PROPOSED a 4' G ASS 3'R f 6, I EX. ROW 6' CONC. S/W m F I PAR ING 3 R P ANTING OVE HANG F RIP I (P) VDOT STD. CG-6 18' 26' 16' IMPROVEMENTS FOR 3 TIE-IN CONNECTIONS (P) NO AT ENTRANCE I OR PARKI O L/ ` PROPOSED TR P N A 2VDOT I 9' 9' 10, 2'R --- 'p 'R ST G-6 &BRICK ENCL( SHEET 24 & AF Ox. I TYP. 11 ,tc� 12 R BRICK ENCLO: 100'L) I" 3'R 3 R yry(P) CG-12 `Y'L 2'R MINIMUM OF 6' a o TYPE B `r, STRE T TRASH m Y P EL) SIG (P) NO ADA R MP PAR ING 5 R • COMPACTOR O 8'R 2'R 10' 3 R (P) VDOT STD. IT 25'R /SIGNS DPRIV R. I ( ) NO R1-1 STOP a I 1 2 ® TYP• P RKING SIGN ` 3 R MAINTENAN APRON, S GNS ILDING 3'R SHEET BU S e a5R 2 �zSR ADA RAM) A- O (P) CG-12 (P) CG-12 I OT h i _ P VDOT STD. TYPE A L7 TYPE A ) CG-12 S CG.2 OF R1-1 STOP SIGN K (PARALLEL) V (PARALLEL) B ? R `(� •' o ADA RAMP LL ADA RAMP (PARALL L) 7 EL) 2 ? R ^' 2 R ADA RA 1� \ . P I (P) VDOT (P) 4 CONC. STD. CG-2 (P) VDOT STD. STEPS, SEE I (P) STREET R1-1 STOP DETAIL SIGN (P -1 SIGN SHEET 21 3 R (P) 12 R1) SVIDOTOPT0. (P) NO SI N 3'R -1 NG TYPE B SIGN SIGNS31R ro o 5DR (PA LLEL) : < � J ADA RAMP 3'R T -- V f 2!P ADA ACCESSIBL � �3 K I �... NTRANCE TO ti 8 LDG #5 E o rA O �F ® �� NOVTE EL UI LLI 0 b 3IR �\ 11 ANADA, TRAN z (P) 8 CONC. OATEI STEPS, SE PROPOSED (P) cG-1z `- m DETAIL 6' CONC. S/W mOB TYPE B / ACCESS SHEET 21 noa AMP). �0 ADA ACCESSIBLE -. 9 �� 1$ ENTRANCE #5 TO 2' G SS O PARK NG C _ r OVE ANG _ MAT HLINE - SEE SHEET 8_ �O I 16' 6' 1s' CLUBHOUS ti$ BUILDING #3 5200 SF I O 1s 39 UNITS 65'x80' 3'R a I 19 a TYPE 4 B I0) EXISTING STORMWATER MANAGEMENT FACILITY - SEE APPROVED NORTH POINTE SUBDIVSION SECTION i ROAD PLANS (SUB2oi6-00092) NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MECHANICAL EQUIPMENT FOR BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. Lic. No. 035791 It, 5/16/22 w4 o1SIONe1. E11C'l0 z O` w F Z 0 L z o N w H � L W EX. BIKE I I z LANE 0 (R) OT ST o R1-1 IGNI 0 \ I N 2 CONNE T GRAVEL `/ (P) NO \ TRAILW Y TO NEW o PARKING o PORTIO OF SIGNS V A HALT PATH k ° Jt N o v „ 0 w3 \ --- M \ ----- M \ ------ Z L%% (P) NO J o PARKING " SIGNS o , r---- - - - - -- - - -- - - M Q PA i ILL. 0 ' o w (P) TREE N o PROTECTION N Q v FENCING NORTH POINTE Q �J J SECTION 1 D > TMP 03200-00-00-02300 _ g NORTH POINTE LLI PROPERTY BOUNDARY (TYP.) CHARLOTTESVILLE LLC J � \\ / / ION `\ 11 > o U) w O 0 EX. CLASS'S. 1PACTOR PEDESTRIAN TRAIL, EE DETAIL PART THE NORTH ✓DINGS. POINTEE OVERALL kLL BE A o DEVELOPMENT \ \ \ 2 U IT \ \ U 'L^ l� V o \ Lu o v 12 \ V A JL EXISTING \ EX. TREE \ \\ ul � z � PRESERVED LIMIT (TYP.) V A\ � Lu o SLOPES TO \ C CD REMAIN LULu w \ Z \\ o \\ \ Q w V A U) 0 z \V A Q 0o c� \ o A v W W 0 \ 0 0 \ \ \ Q o v P) TREE V A (D PROTECTION \ \\ \ CD x FENCING \ \ v o F 0 \O� w 3 V JOB NO. \ \ 182150 0 DING #5 GRAPHIC SCALE UNITS i SCALE 1'PE 2 3° ° i5 ;o ,' 1 "=30' o ' , SHEET NO. ( IN FEET) / PROPOSED 1 inch = 30 ft. I O t' I TIE-IN TO E S TRAIL WITH NE CONCRETE CG-12 AD RAMPS AND ASPHALT TRAIL AS SHOWN I I I/ I / I I i i I I I I I 1 (P) MI u OVER�AY VDOT STD. W P-21 16'w 135'L I I I � I I I IMP OVEMENTS OR I y O - RANCETO s ; PROTECTION TIE N CONNECT NS C..) 3 �.. O ENTRAIN „.. FENCING AT ENTRANCE I Jr �, t NOTE ALL LOWER \0 \ — � $ 8 / BLD LEVEL UNITS HAVE . •" �o I 1jJ i `� 11 AN ADA NTRANCE TO THE \y 1_' - •, `-' DEWALK AND ARE REPAIR X. S FOR 5' e (P) 8 CONC. .. : .2- �, L ATED ON AN ADA \N EX. STREET TREES TO B CONCR TE SI LK; Z �n STEPS, SE PROPOSED (P) CG 12 AC SSIBLE ROUTE i INSTALLED UNDER NOR H CONNE TION W m �j a POINTE SUBDIVISION y m DETAIL 6' CONC. S/W EP TYPES y 9 SHEET 21 (PARALLEL) ADAACCESSIBLE �n SECTION 1 ROAD FLAT T LL Q ADA RAMP 1 ENTRANCE TO (SUB 2016-00092) -TY CAL ILr-L2' GRASS O $ \ u O IPARKNG 6 a% 3 ovEFANG MATCH LINE SEE SHEET n 6' 18' CLUBHOUSE iy �< BUILDING #5 .•� ( U o BUILDING #3 5200 SF \ 42 UNITS I �, TYPE 2 Z co15 39 UNITS 65'x80' 3'R p 19 a TYPE 4 e d CL of NORTH POINTE € 7' PROPOSED NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MECHANICAL EQUIPMENT FOR \ BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM \ THE ENTRANCE CORRIDOR. / i Lic. No. 035791 .1t, 5/16/22 w4 o1SIONer. E11C'l FUTURE w PA)RKDINGAND. o 0 3 R (P) CG-12 �� GMENTED // // c DEVELOPMENT I o 3R SIGN TYPE B HA AIRAIL (MAX. HlF=6) r e� / O TMP 03200-00-00-02300 (PARALLEL) O NORTH POINTE 3` ADA RAMP ADAACCESSIBLE / W CHARLOTTESVILLE LLC I �� ENTRANCE To / 3 — Y O (P) VDOT #s PARKING �Y // // O BLDG 13 p STD. CG-6 �/" 6'R SIGN i o / w 'i LU 1 W I OT LO -� / / Q F I �� - 16 - // / w OF s CROSSCREEK PLACE EX. 6' �R z (P)cG-1z FIRE PIT z1 R / Z o 0 PUBLIC RIGHT OF WAY STRIP of R APRALLEL ' E B 3 STD. CGT2 3 PLANTING ICE i ( ) �' O p s 61 R/W wCID 3 ADA RAMP POOL DECK N w CO Q w Ln F 12,735 SF GRILLAREA3'R 2'R r �'r PARK I I o- N co (P) NO o 14 17 STD. CG-2 PARKING W CONSTRUCTION FIRE PREVENTION NOTES: I OLij® SIGN 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES co .. (P) 8 CONC. I I ° CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE w I 2' G SS - (P) VDOT DETAIL SEE `o AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA I I OVER PARKI IG STD. C -6-- SHEET 21 o 2 RECEPTACLES FOR DISCARDED STATEWIDE AREAS WHERE SMOKING CAN OSMOKING MATERIALS PER VIRGINIA I 18' 18' z6' d CCUR, SHALL HAVE APPROPRIATE NOTE: ALL 1ST LEVEL"" UNITS FACING THE I STATEWIDE FIRE PREVENTION CODE. \ AMENITYAREA HAVE O_ N } 0� W I AN ADAACCESSIBLE a 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR \ (P) VDOT ENTRANCE LKAND E BUILDING #4 a o_ ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL SIDEWALK AND ARE O } } Z STD. CG-2 42 UNITS ITS H• PROPOSED SEGMENTED I N o CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN nin \ I LOCATED ON AN ADA �� I N rD —1 ACCESSIBLE ROUTE RETAINING WALL WITH HANDRAI� w O 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT Z A TYPE 3 rq CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER -4 m \ I C \ (MAX. HT=6'), ¢ c OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6INCHES; THIS ACCESS \ p '{ (P) ADA HAND. 35 ,I SEE SHEETS 11&12 FOR DETAILS ,.., o MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE tf� v 16. MANUFACTURER: EAGLE BY, I ° PARKING ADAACCESSIBLE ADAACCESSIBLE AID \ 16' 6' 18 ADAACCESSIBLE SIGN ENTRANCE TO ENTRANCE TO i`. DIAMOND PRO ° CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER \ mn I BLDG#4 BLDG#4 BUILDING#6 COLOR:JAMESRIVER 2 CONDITIONS. \ % In ENTRANCE TO ° 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS wo y \ BLDG #a > ""�.. ,.�, """.. 2 UNIT )w I I VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER 7 E THE VIRGINIA STATEWIDE FIRE CODE. O \ 1 3'p PE 1 I I z 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS 3'R l 5 ARRIVE ON SITE { . (P) ADA HAND J 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE \ cR \ '" 10 9 �" PARKING \ \ 0) > BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN f5 O Typ y5 (P) G-12 ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. \ \ \ 3RU TYPE B SIGN \ \ W c g' 8' (P) VDOT 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE (P) VDOT (PA LLE STD. CG-2 ` L _ \ \ Cl? APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR \ \ STD. CG-6 AD RAMP '.) CY) LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN ) VDOT _ BENTLEY CIRCLE \ \ 26 > EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; \ D. CG-6 31R 3'R 3R O U \ \ C\I HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS Oo m -4 _j ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA \ �O z STATEWIDE FIRE CODE. \ �\ 13 8'R 27 ID 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL 3 ` (P) NO O COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND PARKING SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE \ SIGN MARSHAL'S OFFICE. \ O \ P \ PARKING ~ 9' 22 (P) SA 5' C C. TYP TYP w \ M Q ADA ACCESSIBL ENTRANCE BLDG#6 \ \ Z a (P) VDOT : Q STD. CG-2 o l 04 LL 00 0 1 o N ° VERHANG 31R 3 R 3'R TYPE 612 a a 27 N Q v 94 \ (P) VDOT o ADA RAMP H H Q w STD. CG-2 TYPE E B (P) 6' CONC. EX. NORTHSIDE DRIVE CURRENTLY UNDER (P) 6' CONC. TYPE B SIDEWALK o CONSTRUCTION. ROAD APPROVED WITH R SIDEWALK (PARALLEL) LU Q ° NORTH POINTE SUBDIVISION SECTION 1 3 3'R 3 R ; 8',- 8' AD RA P 9 3' 26 16 / J ROAD PLANS (SUB 2016-00092) o L — J DESIGN SPEED: 25 MPH TYP Z ---------- — — — — — — — — — — — _ -- EX. ROW 0 0 o > ui o o o `'V j I / Lu a -- (P)5'CONC. 3R ° T &-N SIDEWALK (P) S/W i--I - SIDEWALK / w P 6' CONC. �® �� g � Z z o EXISTING 5' NC. S/W. �' ( ) i PROPERTY 0 (P) 6 CO (P) ADA HAND. ADAACCESSIBLE SIDEWALK (P) VDOT o L9 REPLACE POT11ION OF STD. CG-6 ( ) O J 3 EX. S/W TO CRaATE (P) GRILL/ STEPS, E PARKING ENTRANCE TO BOUNDARY TYP. J V OUTDOOR DETAIL SIGN BLDG#� LANDING 3Z EIP EIp� AMENITYAREA SHEET 2' BUILDING #7 3'R 3'R Q ~ Lu ° 9C� ¢ 98 97 96 9� C FIC : ''` 39 UNITS a P v (P) DOG PARK Z Z Lu \ FI O NO o 36 TYPE 4 m F PARKING �'„ AREA U W I --I o NORTH POINTE 3R SIGN ��' PARK Z�; w, SECTION 1A J) TMP 03200-00-00-02300 / ° TYP 0 \I N I I NORTH POINTE W U) ° NORTH POINTE i n l (P)VDOT I I SECTION 1C CHARLOTTESVILLE LLC �� — STD. CG- o Z E I TMP 03200-00-00-02300 NORTH POINTE / ______________ 8'FRONTSETBACK _______ ___ _______ — CHARLOTTESVILLE LLC � W o o � � / d01 z °v _ .: v �.. e8 a .a w'i c. . • , � ° ve ° .. n v ° v a R.. �\ s v ° a r v ° °a • Q' va v n° ° _... _.. _ ° _ o _ o v Z ry 9 • N uj Lu W (19) ON -STREET SPACES AVAILABLE ADJACENT TO SITE (38o' TOTAL) w U) z PROPOSED SEGMENTED RETAINING WALL °-' m EX. 6' PLANTING STRIP o WITH HANDRAIL (MAX. HT=4'), THICKET RUN PLACE m � Ex. ROW � Q U SEE SHEETS I1&12 FOR DETAILS. PUBLIC RIGHT OF WAY T m LLI w o MANUFACTURER: EAGLE BY, DIAMOND PRO i COLOR: JAMES RIVER 61 R/W n NOTE: �— • Q L z 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. o .. °,• ° ° ° .-, :r ° -.', P , .. ° °.. , D O v 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. ( 3. 0 REPRESENTS ONE PROPOSED PARKING SPACE. C] -4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN13'-6". . 68 _ _._._ 66 65 L---_-----6 ---------63---- ----- 62-----------61-----------6D-_--- -_-_ o x S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,00o LBS. 04 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUETO SERVICETHE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION s OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. NOTES: . STREET TREES T v 7. SEE SHEETSFOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. EXS R O BE EX. THICKET RUN PLACE CURRENTLY 1. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. INSTALLED UNDER NORTH POINTE ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO LL ° VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. SUBDIVISION SECTION 1 ROAD UNDER CONSTRUCTION. ROAD APPROVED 9' WITH NORTH POINTE SUBDIVISION SECTION INSTALLATION OF E/P, DRAINAGE, OR UTILITIES COLLINS ENGINEERING O ~ 1o. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. PLANS (SUB 2016-0002) -TYPICAL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ~ l.i. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY i, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. 1 ROAD PLANS (SUB 2016-00092) w H E DESIGN SPEED: 25 MPH CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE '-+ Z w w . p 0 2 0 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION WITHIN THE APARTMENT COMPLEX. NORTH POINTS NOTE: WALLS WITH HEIGHT OF 30" OR GREATER SHALL JOB NO. 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE SECTION 1A REQUIRE HANDRAILS. SEE DETAIL, SHEET 21. o AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. TMP 03200-00-00-02300 182150 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEETHE REQUIRED PROFFERS ON SHEETS 2-4. NORTH POINTS ° 15. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. GRAPHIC SCALE ° 16. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE APARTMENT COMPLEX. CHARLOTTESVILLE LLC SCALE IT SEE SHEET 11 FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. 30 o g 30 60 1 "=30 ° VDOT NOTES: c i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. SHEET NO. z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. ( IN FEET ) p 3" IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THETMP SUBMITTAL. 1 inch = 30 ft. O dWB� *FACILITY STORMWATER I adwa /MENT / -SEE APPROVED NORTH POINTE SUBDIVSION / / SECTION i ROAD PLANS / (SUB2oi6-00092) O N MN / w t' w � EX. NORTHSIDE DRIVE\ CURRENTLY UNDER \ CONSTRUCTION. ROAD\ APPROVED WITH NORTH \ POINTE SUBDIVISION SECTION 1 ROAD PLANS V, (SUB 2016-00092) DESIGN SPEED: 25 MPH \ \ NOTE: A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OF THE KNOX BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC EX. STREET TREES TO INSTALLED UNDER NOI POINTE SUBDIVISION SECTION 1 ROAD PLAN (SUB 2016-00092) -TYFVI I POINTE m.r --0- NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC EX. 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CL 52 / U (P) FIRE HYDRANT o 497.35 ( 5%) ° F 3 I (P)8„-45 D.I.WATERLINE POINTE —ASSEMBLY W/8"x6"TEE JRE I & 6" G.V. o o W/L BEND N - L PROPOSED WATERLINE , o / / PMENT I 1 / / Z v 1 PROPOSED y" D I. `„ )0-00-02300 L _ ° �� / o oROPOSED q'-y5 BEND FIRE LINE n POINTE N PROPOSED 2 i/2" TYPE K COPPER / / w :SVILLE LLC I + �� 0 00 " v WATER SERVECE LATERAL o¢ I 4 f 9 \ PROPOSED TYPE ABLOW o / / O w U (P) 8' x6' TEE z a I Ia" . �' ,. I� FI 1 11 h r " !�, OFFASSEMBLY - / / L m n CROSSCREEK PLACE PUBLIC RIGHT OF WAY 61' R/W 8 D.I. W/L - SS S SS 1 90 I 1 I 1 89 1 I IrM TMP (P) FIRE HYDRANT PROPOSED 6'x6"TEE / ( / o m \\` / \ PROPOSED4"xq"CROSS >.) // z & 6" G.V. BLY W 8' 6"TEE PROPOSED 6" xy"REDUCER L — v / / w O r \ Z £ w (P) 8 x8 TEE WITH 2-8" G.V. [ PROPOSED FIRE \ F PROPOSED 4" D.I. / Z m s 8" D.I. WATERLINE: — _ — 'REMOVE EX. PLUG &CONNECT �° O I ,-HYDRANT ASSEMBLY '� \ \� �' 3 FIRE LINE - / .3 TO EX. 8' D.I. W/L WITH 25 LF \ \ N z M M WV WV M M lOF PROPOSED 8" D.I. 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O Q 91 j w j N 505.82 (36 LF ° O �� 0 z a �� MH7 BUILDING #6 _ i 2 1 1 39 UNITS � \ 1 i a� FDc z TYPE 1 i z 1 I I i o 1 0 ( J 1 o ,I/ \ - 92 R lm s 1 ° �� \ � (P) 8"x8"TEE o \ \ ti �'�"� \ £ (P) 8"-y5 BEN \ (P) " G.V TEE z M � BENTLEY CIRCLE _ _ & 8° G.v. I —& 6" G.V. s � 8"x6" REDUCER s \ (� � � ------------------------ \\ — _21+00 AT LINE 22+00 -223+ 3 �; 0 2v N c \ \ 8" D.I. WATERL NE s I Y o \ °l PROPOSED 8" SDR 26 PVC / U ° � 'PI 0" ° BEND .J I � , Q \ 45 � 93 \ �\ EX. NORTHSIDE DRIVE \ \ —D m CURRENTLY UNDER \ \ \ z CONSTRUCTION. ROAD "' J 1 APPROVED WITH NORTH �' �, � , •' Im o c� Q P) 6" D.I. WATERLINE w ° IU) z 1 ¢ (P) FIRE HYDRANT J Lu of \ \ 04 LL_ ° ASSEMBLY o O o 14+81 'a 1 POINTE SUBDIVISION PROPOSED 6 x6 TEE (P) 6"-go°BEND ® N PROPOSED FIRE SECTION 1 ROAD PLANS � \ 1-6" G.V. HYDRANT ASSEMBLY PROPOSED 6" SDR 26 PVC S ° 1 (SUB 2016-00092) 94 \ \ PROPOSED 6"xy" REDUCER 27 Q LLI PRIVATE SANITARY LATERAL I > DESIGN SPEED: 25 MPH \ � \ PROPOSED y' D.I. 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ROW RETAINING WALLS THICKET RUN PLACE H Q 58 DI-3B CG-6 6 511.52 WITH HANDRAIL PUBLIC RIGHT OF WAY / o 57 15 151.23 C 507.24 506.31 RCP - (MAX. HT=6') 61' R/�/ '"P W L I 56 DI-3C CG-6 6 512.23 - e - - -- --- -- - W 55 15 87.01 C 506.21 505.54 RCP "' "'' }� o 54 DI-3C CG-6 6 510.23 _ - - F� n a, 53 15 62.71 C 502.21 501.38 RCP I1 ----- --- \ --- 62-----------61-----------6� ---- -- Q 0 x 52 DI-38 CG-6 6 508.12 �3J- gyp - - 6T66 65 L--------64---0- 51 15 171.70 C 499.52 493.70 RCP V 7 \ N Z w 50 DI-38 CG-6 10 500.54 / s 49 15 146.29 C 493.60 489.20 RCP ! EX. STREET TREES TO BE NOTE: SLOPES GREATER THAN 3:3. SHALL E PLANTED WITH NATIVE v EX. THICKET RUN PLACE CURRENTLY 48 DI-38 CG-6 12 494.04 INSTALLED UNDER N RTH POINTE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION / UNDEWCONSTRUCTION. ROAD APPROVED o 47 15 22.97 C 489.10 487.67 RCP SUBDIVISION SECTION 1 ROAD WITH NORTH POINTE SUBDIVISION SECTION SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. 46 DI-36 CG-6 4 492.55 PLANS (SUB 2016-000 2) -TYPICAL 1 ROAD PLANS (SUB 2016-00092) O E 45 18 28.68 C 487.57 487.25 RCP DESIGN SPEED:25 MPH NOTE: NO PARKING LOT GRADE SHALL EXCEED S% z = o 44 DI-36 CG-6 6 492.22 NORTH POINTE a � � 43 18 49.99 C 487.15 485.35 RCP SECTION 1A \ JOB NO. 42 MH 490.60 TMP 03200-00-00-02300 182150 0 41 18 16.07 C 483.00 482.54 RCP NORTH POINTE CHARLOTTESVILLE LLC \ GRAPHI SCALE SCALE 30� 0 15 30 6o 1 „=30' o 60 DI-313 CG-G 8 491.05 '� 59 15 29.92 C 486.16 485.35 RCP SHEET NO. IN FEET 12 --- .1 inch = 30 ft. k� Ji y GRAPHIC SCALE SCOTT�R LLINS_Z � _ � , 50 o z5 S. ioo �� ' 1aog �roLcs N 9 ?� -� ' - PUBLI �NE BOULEVARD M Lic. No. 035791 91IGHTOF WAY r.� KIW ♦ ( IN FEET ) - - - - d 1 i _ a 1 inch = 50 ft. e9a A 5/16/22 w� off' SS,I ONAL ECG z_ 1 s 1 % 0 - _ \ t_ ---- - z -- � w az or BUILDING#1 ... ♦♦i 4 -„. y�-- .- ♦ _ .FFE=4ea.e� � 39 UNITS v /�. • i _ TYPE IA A :c - -■ • Liz------_ 34P ■ -- ` - 'a - F �� i ■ i - i ■ _ A - ---- --- i ■ - - = -- _ .. ■ 1, � I ♦ •.. ■6 1 - ` V/ - Z o ~ z • - o #z 34 ■ z 31�LDN 6S • • 3 ♦ / • 1 - -_ - - -- --- - z 'o s s __ TYPE A • • �. 30 i / 11: '/-+-,--- - - - ��,- Ln -- - - > m o I ; LU FFE42b] ■ I 1 .. 8 /� - I --- - --- - ----_- _ _ � -- �� 0f L s • ': 28 i■ _ ■ • ♦ 2 _ _0 I J O o / /� r \ - --- z ono �/ , �■ AV♦♦ / >.. ��'c 8 o I ■ Y `a \ ■ r 6 v 60P i • J� 10 - c ' to ♦ 5 ♦. 8 o - ■ I • . 3 EX 8i ... -- - ■ ♦ . i I ♦ .._ THIC O 60 • • ♦ ♦♦ rye PUBLI ", / HUN PLACE N w o / - -- 4 • ♦ ♦ 1 iz .:: �,I - L 61' RXwOFWAV 4 i F- Z • ... ¢ C ■i 4 ■ ° ',, I♦ ." ♦ FE=493.5 z- _ - i ♦ zP \ -- Structure Area Cw tc . (Acres) (Min.) z -- 2 0.00 0.30 5.0 C 9 '•' • • A % ��. 4 0.00 0.30 5.0 a 6 � • • • . \ 16 ,, 6 0.02 0.90 5.0 4 • • - 8 0.03 090 5.0 • • ti 75 0 4$ • ■ • - - �F2 s , �b �\ 12 0.65 0.78 8.0CY) II • .....t '.` �`�� ,_�14 0.06 0.70 5.0 L IF • • ■ .._■!„ ■ ...•\ /- FFE=5V67 0 - ■ W _ \ ■ I ■ '" / BSMT=N300 . • ; • • ■ �� 16 013 085 50 • 18 "1'■ • fit= _ ♦ • i ■ „`' ,� - J 18 070 085 80 _3 ■ • ■ 19 \ 20 059 082 60 z oo . - ■ __ a ■ ,� � �' ■' ' : i .' •.:. `� �Bul 'ING#6 22 0.59 0.69 6.0 W ■ ■ FFE--502.00 J • a 3 1� . 40P NLUBHOUSE i , ■ t 4z vTs - 20 24 0.02 0.90 5.0 N � ° II v e ■ Z ♦ BUILDING q3 i 5200 SF .. u�1w� ` \, ° ■ W . , •'- ■ ♦� 18P TYFz % 26 0.13 0.53 6.0 1 2 m ■ m 39 UNITS -. 65'x80' ♦ ..: ♦ / CP ■ TYPE 4 ■ .. • ♦♦ • V A i i i V - ° ,- _ a � ■ ,- -_ ♦ • vv`� `' � � � \ � 28 0.11 0.68 5.0 N ■ -LE1 30 0.14 0.90 5.0 N Q 18 / ' ■ \ ; .mo w' ♦ .., 32 0.51 0.84 5.0 ; w . ------ • soP \ :�. �• k■ , 34 0.48 0.82 5.0 0 -_ • : _ 36 0.48 0.76 6.0 _ _ - ■ • J ° .. � _ 12P ' 38 0.12 0.70 6.0 z � CROSSCREEK PLACE %`"�iO q-- ,. I/ a _ v ,.p.•. ■ - 40 1.10 0.72 15.0 - -O .� PUBLIC RIGHT OF WAY ■ ` '. p' ■ p -. - o 6rR/w ■ ■ P90LDECK=502.00 (�': �; ■ a = 42 0.00 0.30 5.0 ��% �J J • ■ t .AC \ ( POP �� t i� �"� o may..', - i ■ . ,q LJJ � ° ' ■ ■ I ■ \�,� 46 0.06 0.70 5.0 Q - ■ -77 ■ _Asa • ■ 1 1 ,• i Q s� 48 0.34 0.79 5.0 0 a...............b -- r zo ' o � � ,; : a ■ ; _ : - 50 0.33 0.86 5.0 r - 90 • ■ � ��\� 35 52 075 072 80 , I / 87 88 � 89 - �� ` BUILDwG#h �� i �zP ��o �� 54 0.28 0.89 5.0 Z �- -- • i az uNlrs U L u I --I 56 032 084 50 2 / 86 �' 1 91 • ,■ rrEryrr• �� ®ca, 58 0.21 0.83 5.0 Q a � BSMT=50 16 ■ ■ i 4�A 1 N -- t ■ F ■ oorT 60 0.54 0.85 5.0 ..... DING #6 V m 64P i ■ 56P • e : ■ UNITS EX 81 0.00 0.30 5.0 1 ■ i ?`,. '�S FFE-5'1250 A\ % � > 92 �� •�� 56 i • g 12P 0.41 0.79 8.0 E \ • g r '~"' 12STR 0.24 0.75 6.0 5 _ / 2 • • o \ o \ \� - - •• i i I 18P 0.13 0.81 8.0 w C9 Inc- 18STR 057 086 50 z PARK - ■� CLE ♦ ♦q Rl®®Lu • - 20P 0.16 0.78 6.0Lu � 20STR 0.43 0.84 5.0 z ♦ ___ --- ■ ♦ 22 22P 0.15 0.62 6.0 Q w ■ \ � i - ,- • ♦ • ♦ ■I ' 22STR 0.44 0.72 6.0 � J 94 \V • i • •,, �a ♦ - ♦ - `, 22P }..: _ / 32P 0.27 0.86 6.0 103 i _ _ i • ♦ r■ • • ♦ A z- 32STR 0.24 0.82 5.0 W W - • _ • ♦ ♦ - - �� 34P 0.06 0.85 5 0 L 31 T - 3 4STR 0.42 0.82 5.0 ------------� -- --- _ `"� `�" �• _ ,rN,,, - � - � _ i � „o - 36P 0.21 0.78 6.0 ~ v s,ha. \ 10, - j - ♦ • / - - v ..i 43 36STR 0.27 0.74 6.0� - 1 ♦ A A V . _b----------+- -o _ =- ■ ♦ �'.- V V� �i - -- - - - 40P 1.06 0.71 15.0 O v _ BUILDING #7 � _ _ ■ � � � ' �- �� Fsis.as - 101 1 99 98 -- f 3rvPe as - ■ ♦ - r _ _ 40STR 0.04 0.88 5.0 N aQ _ 97 ® ■ a 96 - 9 - ■ -� PARK L� " 50P 0.15 0.90 5.0 I - - ----- _ z • 50STR 0.18 0.83 5.0 ° ■ ■ \ ' - r " i 52P 0.52 0.72 8.0 O .....�. .......... .._ , ' � c: • . : ='. 52STR 0.23 0.73 6.0 w _ z � bn..........1.............. ... ... ... .t...l.....................-- 4 S996W,'SSZM14-......�, .1... i _ .. o. , e"rl 3 0 ,.. _ 54P 0.04 0.90 5.0 a $ >> 54STR 0.24 0.89 5.0 JOB NO. v - 56P 0.10 0.89 5.0 182150 THICKET RUN PLACE 56STR 0.22 0.82 5.0 PUBLIC RIGHT OF WAY o 61'R/W 58P 0.01 0.90 5.0 SCALE 58STR 0.20 0.83 5.0 1 "=50' N 60P 0.21 0.90 8.0 SHEET No. 60STR 0.33 0.81 5.0 13 ♦ • BENTLEY CIR r • • Design Storm Year = 10 Design Year: 10 Project: North Pointe Apartments Job #: 202203 Prepared by: KKW, PE POINT DOWNSTREAM DRAIN SCOTT R. LLINSZ U Lic. No. 035791 � A 5/16/22 i�� w4 1 z SIONAL ECG w z D Z w N Z J d U 0 c v w C Z O c V w J 3 Z Q N w F n a d J Q U O o w S Z Z Z Z O - 0 O O u . 1n 3 ^1/ (^ w co Y D d / c o W H ` Z N c 0 `o J c 0 0 C a a c N 0 w N O U Q p c v v7 0 a z 0 a ° ^J^ r v u M M Z v N ° -j M Q z ° �y 1 H� 3 L1 N L T O o W� N Q o v Q W W o Q c w J o J z > c 0 Tga �w z O/ ° O 3 L L j� J Z = U U v U W w u ,n 0 a V / Q W Y z w /� l/ / ~ Q O c o z o W c 0 C G z - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5inthrw w Z ��j �/ w z i 1 : LL z Z w '^ ^ Z v) �y J J Jw W o I- z a O F� a �Qr'�� v V O O 0 Ox v N 2 v s U w v o J H O O C v w E z w 2 O a � � JOB NO. 182150 0 v SCALE gutter longitudinal slope of 0.001 should be used in a sump condition ' gutter longitudinal slope of 0.001 should be used in a sump condition - for inlets draining to stormwater management facilities, where ovedand flow to facilities is not available, 100% capture is required at 6.5inthr - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a Curb spread, but will have inlet spread and depth rr r 1 ° - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities =30 NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by ovedand flow. Pipes have been sized to include ovedand flow as well as yard inlet and roof drain drainage areas. SHEET NO. - 14 STRUCTURE AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 22 0.59 0.69 0.41 0.41 6.00 6.35 2.6 20 504.68 498.24 152.91 0.0421 15 13.3 8.4 18.2 20 0.59 0.82 0.49 0.90 6.30 6.26 5.6 18 498.14 497.22 85.32 O.O108 15 6.7 6.1 14.0 18 0.70 0.85 0.60 1.49 8.00 5.81 8.7 16 497.12 494.00 160.31 0.0195 15 9.0 8.4 19.2 16 0.13 0.85 0.11 2.39 15.16 4.52 10.8 14 490.45 486.80 87.89 0.0415 15 13.2 11.9 7.4 14 0.06 0.70 0.04 2.43 15.28 4.51 II.O 12 486.70 485.08 48.20 0.0336 15 11.8 10.9 4.4 12 0.65 0.78 0.50 3.02 15.36 4.50 13.6 10 483.98 479.81 74.90 0.0557 15 15.2 14.0 5.3 10 0.03 0.90 0.02 3.04 15.44 4.49 13.7 8 479.71 473.25 88.71 0.0728 15 17.4 15.7 5.7 8 0.03 0.90 0.03 4.46 15.54 4.47 20.0 6 471.50 469.19 49.92 0.0463 18 22.6 14.4 3.5 6 0.02 0.90 0.02 4.56 15.60 4.47 20.4 4 465.09 464.60 13.00 0.0377 18 20.4 13.2 1.0 4 0.00 0.30 0.00 4.56 15.61 4.46 20.4 2 464.50 461.25 80.60 0.0403 18 21.1 13.6 5.9 2 0.00 0.30 0.00 4.56 15.71 4.45 20.4 OUT 456.28 452.67 40.50 0.0891 18 31.4 18.8 2.2 26 0.13 0.53 0.07 0.07 6.00 6.35 0.4 24 465.89 465.60 33.34 0.0087 15 6.0 2.8 11.8 24 0.02 0.90 0.02 0.09 6.20 6.29 0.5 6 465.50 465.19 SL96 0.0060 15 5.0 2.6 19.6 36 0.48 0.76 0.36 0.36 6.00 6.35 2.3 34 482.87 481.92 80.65 O.OUB 15 7.0 5.1 15.8 34 0.48 0.82 0.40 0.76 6.26 6.27 4.8 32 481.82 480.43 127.58 0.0109 15 6.7 6.0 21.4 32 O.SI 0.84 0.43 1.19 6.62 6.17 7.3 30 480.33 479.67 24.04 0.0275 15 10.7 9.4 2.6 30 0.14 0.90 0.13 1.31 6.66 6.16 8.1 28 475.00 474.10 26.22 0.0343 15 12.0 10.5 2.5 28 0.11 0.68 0.07 L39 6.71 6.15 8.5 8 472.58 471.60 31.79 0.0308 15 11.3 10.1 3.1 38 0.12 0.70 0.08 0.08 6.00 6.35 0.5 12 484.67 484.08 41.02 0.0144 15 7.7 3.5 11.6 40 1.10 0.72 0,79 0.79 15.00 4.55 3.6 16 493.70 492.50 64.58 0.0186 15 8.8 6.8 9.5 58 02J 0.83 O.IB 0.18 5.00 6.67 L2 56 507.24 506.31 151.23 0.0061 15 5.1 3.3 45.6 56 0.32 0.84 0.27 0.44 5.76 6.42 2.9 54 506.2t 505.54 87.01 0.0077 15 5.7 4.6 18.8 54 0.28 0.89 0.25 0.69 6.07 6.33 4.4 52 502.21 501.38 62.71 0.0132 15 7.4 6.3 10.0 52 0.75 0.72 0.54 1.24 8.00 5.81 7.2 50 499.52 493.70 171.70 0.0339 15 11.9 10.1 16.9 50 0.33 0.86 0.28 1.52 8.28 5.75 8.7 48 493.60 489.20 146.29 0.0301 15 11.2 10.1 14.5 48 0.34 0.79 0.27 1.79 8.52 5.69 ]0.2 46 489.10 487.67 22.97 0.0623 15 16.1 13.8 1.7 46 0.06 0.70 0.04 1.83 8.55 5.68 10.4 44 487.57 487.25 28.68 0.0112 18 11.1 7.1 4.0 44 0.08 0.75 0.06 1.89 8.62 5.67 10.7 42 487.15 485.35 49.99 0.0360 18 19.9 11.5 4.4 42 0.00 0.30 0.00 2.35 8.69 5.65 13.3 EX 81 483.00 482.54 16.07 0.0286 18 17.8 11.0 1.5 60 0.54 0.85 0.46 0.46 5.00 6.67 3.0 42 486.16 485.35 29ffi 0.0271 15 10.6 INLET OUTLET WATER L. Do Q. Se He JUNCTION LOSS FINAL INLET WATER R INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr Tor spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet g.� � N O � % T � n N tG N v L O � .+-. � o c o 4 u 11115 � ❑ N 3 t .� m a � V rn � N V + N N E 2i � y 8j m o E c O a vi r i w m ui C7 d � � 6 3B 4.0 0.02 0.90 0.015 0.10 0.00 0.10 0.0560 0.0200 2.0 0.0833 4.1650 2.03 1.00 3.5192 0.1466 0.1666 3.55 1.13 1.00 0.10 0.00 B 3B B.0 0.03 0.90 0.027 0.18 0.00 0.18 0.0790 0.0200 2.0 0.0833 4.1650 2.36 0.99 3.5192 0.1466 0.1652 5.02 1.19 1.00 0.18 0.00 10 3B 6.0 0.03 0.90 0.023 0.15 0.04 0.19 0.0820 0.0200 2.0 0.0833 4.1650 2.42 0.99 3.5192 0.1466 0.1652 5.26 1.14 1.00 0.19 0.00 12STR 3B 10.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0790 0.0200 2.0 0.0833 4.1650 4.80 0.89 3.5192 0.1466 0.1505 11.78 0.85 0.97 1.13 0.04 10 14 36 6.0 0.06 0.70 0.042 0.27 0.00 0.27 0.0530 0.0200 2.0 0.0833 4.1650 3.00 0.99 3.5192 0.1466 0.1652 5.36 1.t2 1.00 0.27 0.00 24 3B 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.0200 0.0200 2.0 0.0833 4.1650 2.62 0.99 3.5192 0.1466 0.1652 2.81 1.43 1.00 0.12 0.00 26 36 6.0 0.13 0.53 0.069 0.45 0.00 0.45 0.0200 0.0200 2.0 0.0833 4.1650 4.33 0.93 3.5192 0.1466 0.1564 5.09 1.18 1.00 0.45 0.00 28 3B 8.0 0.11 0.68 0.075 0.49 0.00 0.49 0.0850 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.92 1.01 1.00 0.49 0.00 36STR 3B 10.0 0.27 0.74 0.200 1.30 0.00 1.30 0.0500 0.0200 2.0 0.0833 4.1650 5.44 0.86 3.5192 0.1466 0.1461 10.82 0.92 0.99 1.28 0.02 34 SUMP 40STR 3B 4.0 0.04 0.88 0.035 0.23 0.00 0.23 0.0200 0.0400 2.0 0.0400 1.0000 2.16 1.00 2.0000 0.0833 0.1233 4.43 0.90 0.98 0.23 0.00 43BB.00.080.750.0600.390.000390.02000.0200.00.08334.16504.110.953.51920.14660.15934.751.261.000.390.00 #�46 3B 4.0 0.06 0.70 0.042 0.27 0.00 0.27 0.0200 0.0833 2.0 0.0833 1.0000 1.46 1.00 2.0000 0.0633 0.1666 3.98 1.00 1.00 0.27 0.00 SOSTR 3B 10.0 0.18 0.83 0.149 0.97 0.00 0.97 0.0500 0.0200 2.0 0.0833 4.1650 4.88 0.89 3.5192 0.1466 0.1505 9.50 1.05 1.00 0.97 0.00 PIPE DESIGN n = 0.013 Rpe Hydrology Pipe N v o � iq o, ie N > ` m w c 1G 3 U Y y d W E C V m O � y U N m m E � N 'U L U C N N C m E m c N rj Pipe run: SIR 22 - Ol1I 22 20 0.59 O.fi9 0.410 0.410 6.00 6.35 2.60 2.60 504.68 498.24 152.9 0.013 0.0421 15 13.26 8.38 0.30 20 t8 0.59 0.82 0.486 0.896 6.30 8.26 3.04 5.61 496.t4 497.22 85.3 0.013 0.0108 t5 6.71 6.10 0.23 18 16 0.70 0.85 0.596 1.491 8.00 5.81 3.46 8.67 497.12 494.00 160.3 0.013 0.0195 15 9.01 8.36 0.32 16 74 0.13 0.85 0.111 2.390 15.16 4.52 0.50 10.81 490.45 486.80 87.9 0.013 0.0415 15 13.16 11.93 0.12 14 12 0.06 0.70 0.042 2.432 15.28 4.51 0.19 10.96 486.70 485.08 48.2 0.013 0.0336 15 11.84 10.94 0.07 12 10 0.65 0.78 0.504 3.020 15.36 4.50 2.27 13.58 483.98 479.81 74.9 0.013 0.0557 75 15.24 14.02 0.09 10 8 0.03 0.90 0.023 3.043 15.44 4.49 0.10 13.65 479.71 473.25 88.7 0.013 0.0728 15 17.43 15.68 0.09 8 6 0.03 0.90 0.027 4.459 15.54 4.47 0.12 19.95 471.50 469.19 49.9 0.013 0.0463 18 22.60 14.43 0.06 6 4 0.02 0.90 0.015 4.561 15.60 4.47 0.07 20.37 465.09 464.60 13.0 0.013 0.0377 18 20.39 13.16 0.02 4 2 0.00 0.30 0.000 4.561 15.61 4.46 0.00 20.37 464.50 461.25 80.6 0.013 0.0403 18 21.09 13.60 0.10 2 OUT 0.00 0.30 0.000 4.561 15.71 4.45 0.00 20.37 456.28 452.67 40.5 0.013 0.0891 78 31.36 18.81 0.04 Pipe run: STIR 26 -STR 6 26 24 0.13 0.53 0.069 0.069 6.00 6.35 0.44 0.44 465.89 465.60 33.3 0.073 0.0087 15 6.02 2.84 0.20 24 6 0.02 0.90 0.018 0.087 6.20 6.29 0.11 0.55 465.50 465.79 52.0 0.013 0.0060 15 4.99 2.65 0.33 Rpe run: STIR 36 -STR 8 36 34 0.48 0.76 0.364 0.364 6.00 6.35 2.31 2.31 482.87 481.92 80.7 0.013 0.0118 15 7.01 5.09 0.26 34 32 0.48 0.82 0.395 0.759 6.26 8.27 2.48 4.76 481.82 480.43 127.6 0.013 0.0109 15 8.74 5.96 0.36 32 30 0.51 0.84 0.429 1.188 6.62 6.17 2.65 7.33 480.33 479.67 24.0 0.013 0.0275 75 10.70 9.35 0.04 30 28 0.14 0.90 0.126 1.314 6.66 6.16 0.78 8.10 475.00 474.10 26.2 0.013 0.0343 15 11.97 10.46 0.04 28 8 O.t1 0.68 0.075 1.389 8.71 6.15 0.46 8.54 472.58 471.60 31.8 O.Ot3 0.0308 15 11.34 10.11 0.05 Pipe run: STR 38 -STR 12 38 12 O.t2 0.70 0.084 0.084 8.00 6.35 0.53 0.53 484.67 484.08 41.0 0.013 0.0144 15 7.75 3.52 0.19 Rpe run: STIR 40 -STR 16 40 16 1.10 0.72 0.788 0.788 15.00 4.55 3.58 3.58 493.70 492.50 64.6 0.013 0.0186 15 8.81 6.78 0.16 Rpe run: STR 58 - IX 81 58 56 0.21 0.83 0.175 0.175 5.00 6.67 1.17 1.17 507.24 506.31 151.2 0.013 0.0061 15 5.07 3.32 0.76 56 54 0.32 0.84 0.269 0.444 5.76 6.42 1.73 2.86 506.21 505.54 87.0 O.Ot3 0.0077 t5 5.67 4.62 0.31 54 52 0.28 0.89 0.249 0.694 6.07 6.33 1.58 4.39 502.21 501.38 62.7 0.013 0.0132 75 7.43 6.29 0.17 52 50 0.75 0.72 0.542 1.236 8.00 5.81 3.15 7.18 499.52 493.70 171.7 0.013 0.0339 15 11.89 10.14 0.28 50 48 0.33 0.86 0.284 1.520 8.28 5.75 1.63 8.73 493.60 489.20 146.3 0.013 0.0301 15 11.20 10.08 0.24 48 46 0.34 0.79 0.269 7.789 8.52 5.69 1.53 10.18 489.70 487.67 23.0 0.013 0.0623 15 16.12 13.83 0.03 46 44 0.06 0.70 0.042 1.831 8.55 5.68 0.24 10.41 487.57 487.25 28.7 0.013 0.0112 18 11.10 7.13 0.07 44 42 0.08 0.75 0.060 1.891 8.62 5.67 0.34 10.72 487.t5 485.35 50.0 0.013 0.03fi0 18 19.93 11.47 0.07 42 IX81 0.00 0.30 0.000 2.347 8.69 5.85 0.00 13.26 483.00 482.54 16.1 0.013 0.0286 t8 17.77 11.01 0.02 Rpe run: STR 60 -STR 42 60 42 0.54 0.85 0.456 0.456 5.00 6.67 3.04 3.04 486.16 485.35 29.9 0.073 0.0271 75 10.63 7.41 0.07 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet r c tl ❑ C O m a > � J N m � 0 3 C C C T q ❑ ¢ c � d U U C7 d d n � � N O � � 0 0 3 � C v ? m N vi n C 'd ry y 3 \ d N � m E left 0.13 0.85 0.111 0.72 0.00 0.72 0:0010 0.0500 2.0 0.0833 1.6660 5.12 16 3B 6.0 combined flow 0.7 0.10 0.222 2.04 left 0.13 0.88 0.112 0.73 0.00 0.73 0.0010 0.0500 2.0 0.0833 1.6660 5.14 right 0.44 0.86 0.378 2.46 0.00 2.46 0.0010 0.0500 2.0 0.0833 1.6660 8.12 18STR 3C 12.0 combined flow 3.2 0.20 0.434 3.98 right 0.43 0.84 0.361 2.35 0.00 2.35 0.0500 0.0200 2.0 0.0833 4.1650 6.79 20STR 3B 10.0 combined flow 2.3 0.18 0.368 8.90 right 0.44 0.72 0.317 2.08 0.00 2.06 0.08334.18507.12 22STR3B10.0combinedflow2.10.160.3568.15right0.140.90O.t260.820.000820.08331.66605.37303B6.0combinedflow0.80.110.2432.22 552 right0.240.820.1971.28 0.0833 1.6660 6.35 32STR 3B 6.0 combined flow 1.3 0.15 0.327 2.99 left 0.11 0.82 0.090 0.59 0.00 0.59 0.0010 0.0330 2.0 0.0833 2.5242 6.15 right 0.31 0.82 0.254 1.65 0.02 1.67 0.0010 0.0330 2.0 0.0833 2.5242 9.07 34STR 3B 10.0 combined flow 2.3 0.17 0.378 5.25 right 0.12 0.70 0.084 0.55 0.00 0.55 0.0500 0.0100 2.0 0.0833 8.3300 6.06 38 3B 8.0 combined flow 0.5 0.07 0.163 7.48 left 0.34 0.79 0.269 1.75 0.00 1.75 0.0500 0.0200 2.0 0.0833 4.1650 6.08 48 3B 12.0 combined flow 1.7 0.13 0.291 6.66 left 0.23 0.73 0.168 1.09 0.00 1.09 0.0500 0.0200 2.0 0.0833 4.1650 5.10 52STR 3B 6.0 combined flow 1.1 0.13 0.294 6.73 left 0.10 0.89 0.089 0.58 0.00 0.58 0.0010 0.0500 2.0 0.0833 1.6660 4.72 right 0.14 0.89 0.725 0.81 0.00 0.81 0.0010 0.0500 2.0 0.0833 1.6660 5.35 54STR 3C 6.0 conbined flow 1.4 0.16 0.345 3.16 Left 0.02 0.82 0.018 0.11 0.00 0.11 0.0010 0.0300 2.0 0.0833 2.7767 3.44 right 0.20 0.82 0.164 1.07 0.00 1.07 0.0010 0.0300 2.0 0.0833 2.7767 8.16 56STR 3C 6.0 combined flow 1.2 0.14 0.308 4.71 left 0.20 0.83 0.166 1.08 0.00 1.08 0.0010 0.0500 2.0 0.0833 1.6660 5.96 58STR 3B 6.0 combined flow 1.1 0.13 0.292 2.67 right 0.33 0.81 0.267 1.74 0.00 1.74 0.0010 0.0500 2.0 0.0833 1.6660 7.13 60STR 3B 8.0 combinetl flow 1.7 0.16 0.353 3.24 STR:zz VDOT STD. TP=Slo.g6 INV OUT: 504.68 T1 PROPOSED GRADE (TYP.) STR:20 VDOT STD. DI-313 (L=io') 0 EXISTING GRADE (TYP. INV IN: 498.z4TO zz INV OUT: 498.14 TO 18 STR:16 VDOT STD. DI (L=6') TP=499.07 STR:18 VDOT STD. DI-3C (L=1z') PROPOSED 6" PVC INV IN: 494.00 TO 18 TP=502.17 SEWER LATERAL INV IN: 492.5o TO 40 INV IN: 497.22 TO zo fSANITARY 505 INV OUT: 490.45 TO 14 INV OUT: 497.iz TO 16 i STR:14 VDOT STD. DI-313 (L=6') 3.5 TP=494.11 M I N INV IN: 486.8oT016 NOP 1h. 4 INV OUT: 486.7oTO1z - ---- - --t---- - 1 2, v1�FLal - - 15v.9 STR:lz VDOT STD. DI-36 (L=1o') TP=491.z5 HDPE PROPOSED 4" CL. 5z D.I. INVIN: 485.o8TO14 zt72�F@1,08% WATERLINE CROSSING INV OUT: 483.98 TO io 853INVIN:484.o8T038� 495 STR:10 VDOT STD. DI-jo ��-o ITP=485.z7INV IN: 479.81TO 1z / PPROEDr 4.7 i5" HDPE INV OUT: 1T08 / 3.5` 479.7 16o.31LFQa 1.95% M N. 490 STR:8 VDOT STD. DI-3B (L=6') 1 TP=478�46 INV IN: / L2'INV 473.z5TOlo IN: 471.6o TO z8 / INV OUT: 471.5o TO 6PROPOSED D.I. 6" PVCz 485 SANITARY SEWER LATERAL STR:6 VDOT STD. DI-313 (L=4') / WATERLINE CROSSING TP=474.96 PROPOSED 8" CL. 5z D.I. INV IN: 465.19 TO 24 n WATERLINE CROSSING INV IN: 6 3.TO 4695 � / � 15" HDPE 480 INV OUT: 4 .o9 TO 4 / � �,pe� .56°I° �5 ° 48.2o LF Qa 337/0 480 / i 15 ov �k9 STR:4 VDOT STD. MH i p 475 TP=472.86 INV IN: 464.6o TO 6 STD. MH INV OUT: 464.5o TO z yy�F �. 475 STR:z VDOT HYDRAULIC GRADE TP=467.00 / LINE (TYP) INV IN: 461.25 TO 4 INV OUT: 456.28 TO 9 0, V- 470 N, 63°% v� MH1-EX / 3 / 18" HDPE 10 / 5 6' 13.00 LF Qa 3.77% 1 50 / 18" HDPE 80.6o LF Qa 4.03% I 455 MH1-EX 0 �05 /I �j0 450 l 445 442 442 M lrt 00 ID 01 0) ^ N 0) H 't 0) 00 't N 00 m N M 00 rl It w lD y1 M �t '0 �p 't 00 ,-I N M cn Ln 0) l!1 O 01 .t n N V1 00 w 'i I� lD n v1 Ol n Q1 N 00 l,'1 lD 00 ri M N n M 00 6 m M m O1 m c1 O O N O O M O O ,.j O O ,,:� N O 6 Vl O 00 00 O 6 d .'F S .t ^ d 1 ^ 't .t 00 't -'t 00 a, Q1 m 't S f It 3 .t 0) S O Vl O O � Ln O L v1 O � Vl O Ln � , Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR:24 VDOT STD. DI-313 (L=4') TP=473.02 STR:26 VDOT STD. DI-313 (L=6') INV IN: 465.6o TO 26 TP=472.71 INV OUT: 465.5o TO 6 INV OUT: 465.89 TO 24 EXISTING GRADE (TYP.) I I STR:6 VDOT STD. DI-36 (L=4') TP=474.96 475 INV IN: 465.19 TO z4 INV IN: 46g.1g TO 8 INV OUT: 465.og TO 4 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 STR22 - OUT DI-3B (L=1o') ) zo 0 GRADE 495 1 1 1 STR:30 VDOT STD. DI-313 (L=6') TP=485.oz INV IN: 479.67 TO 32 INV OUT: 475.00 TO 28 1490 STR:28 VDOT STD. DI-3B (L=8') TP=479-75 INV IN: 474.10 TO 30 INV OUT: 472.58 TO 8 I I STR:8 VDOT STD. DI-313 (L=6') TP=478.46 INV IN: 473.z5TO to INV IN: 471.6oTO 28 INV OUT: 471.5o TO 6 / 480 / K STR:12 VDOT STD INV IN: INV IN: INV OUT: 470 3.5 470I HORIZONTAL GRAPHIC SCALE MI�r 50 0 25 50 too PROPOSED 8" CL. 52 D.I. IN FEET) WATERLINE CROSSING t INCH = 50 FT. 465 - _ 465 15"HDPE o 462 51.96LF@0-6o% 15"HDPE VERTICAL GRAPHIC SCALE 3334 LF Qa 0.87%2 5 0 2.5 5 10 M ? HYDRAULIC GRADE It I LINE(TYP) (IN FEET) =12mi .'f011 10+00 10+50 11 +00 STR 26 - STR 6 STR:32 VDOT STD.DI3B (L=6') TP=48533 INV IN: 480.43 TO 34 INV OUT: 480.33 TO 30 15" HDPE 127.59 LF Qa 1.090/0 15" HDPE 24.04 LF Qa 2.75% STR:34 VDOT STD. DI-313 (L=1o') 500 TP=488.o6 INV IN: 481.92 TO 36 INV OUT: 481.82 TO 32 \ \ \ STR:36 VDOT STD. DI-313 (L=io') \ TP-489.og \ INV OUT: 48z.87TO34 m pm 475 1 2' HYDRAULIC LINE (TYP) 27 35" HDPE 26.22 LF Qa 3.43% 470 PROPOSED 8" CL. 5z D.I. WATERLINE CROSSING 15" HDPE 468 31.79 LF Qa 3.o8% m � m o o 00 W . N 00 'l 0000 0) 0000 0) 0000 m 00 00 00 10+00 10+50 11+00 11+50 12+00 12+50 STR 36 - STR 8 PROPOSED GRADE (TYP.) XISTING GRADE ( 500 500 STR:38 VDOT S DI-313 (L=io') TP=491.55 TP=491.25 INV OUT: 484.6 485.o8 T014 484.o8 TO 38 495 483.98 TO 10 490 3.5' 490 MIN. 1.2' 485 485 37 PROPOSED 8" CL. WATERLINE CRO'- 15" HDPE 480 41.02 LF Qa 1.44% HYDRAULIC GRADE 478 LINE (TYP) 478 �a) 00 'r Ql � 10+00 10+50 STR 38-STR 12 m 20 TYP.) TD. DI-313 (L=8') 7 TO 12 52 D.I. SING STR:16 VDOT STI INV IN: INV IN: INV OUT: 3.5 MLN • 61 SCOTT/R. CULLINS'Z Lic. No. 035791,5, 5/16/22 poL5'IOATAT. PROPOSED 4" CL. 52 D.I. WATERLINE CROSSING PROPOSED 6" PVC SANITARY SEWER LATERAL FROM MHz ,A \/, Z z O a Q� Ln w 0 z O \-15" HDPE 0 80.65 LF @a 1.17% N 475 U RADE W ce 470 we 13+00 PROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) >. DI-313 (L=6') TP=499.07 I STR:40 VDOT STD. DI-31 494.00 TO 18 TP=501. zz 492.5o TO 40 INV OUT: 493.7o TO 16 490.45 TO 14 i i 500 500 MIN. HYDRAULIC GRADE F-1. LINE( YP) 495 1 � 495 PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING 2.9 490 15" HDPE 64.58 LF @a i.860/o 490 PROPOSED SANITARY SEWER CROSSING 485 485 MH5-MH4 482 482 In M � O p N d m 0 0 10+00 10+50 11 +00 STR 40-STR 16 (L=4') NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-lAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 0 zC6 C>7 N M 1 N O WCY) N N W> Lu z J J > U) Lu 0 0 0 z0 WLu Y ul U) I- Lu z U) JLu J� 0 0c:) O N u z Q 0L Lu I� J Q z ILL 1 Lu Q m Lu W 1-1 z 0 O II a U Lu Lu Q cn z Q v / C) Lu Lu Q O C., w J O z w w JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 15 15 STR:48 VDOT STD. DI-313 (L=yz') TP=494-04 51 J INV IN: 489.zoTO5o INV OUT: 489.yo TO 46 STR:46 VDOT STD. DI-3B (L=4') TP=49z-55 505 INV IN: 487.67 TO 48 INV OUT: 487-57 TO 44 1R:44 VDOT STD. DI-36 (L 6') TP=492.22 INV IN: 487.25 TO 46 5c INVOUT:487.-15T04z XISTINGGRADE (TYP.) STR:42 VDOT STD. MH TP=49o.6o INV IN: 485-35 TO 44 INV IN: 485-35 TO 6o INV OUT: 483.00 TO EX 81. - STR:EX 83. EXISTING DI TP=486.54 INV IN: 482-54 TO 42 EX INV OUT. 480.SS 9 i �'i5 FOB 3 p1% 146•a9 15" HDPE 22.97 LF Qa STR:54 VDOT STD. DI-3C (L=6') 23 2.21 TO 52 INV IN: 505.54 TO 56 INV OUT: 5oz.zy TO 5z STR:52 VDOT STD. DI-313 (L=6') TP=5o8.yz INV IN: 501.38 TO 54 INV OUT: 499.52 TO 50 STR:5o VDOT STD. DI-313 TP=5oo.54 INV IN: 493.7o TO 52 INV OUT: 493.6o TO 48 PE 111�ov� EXISTING 8" CL. 5z D.I. WATERLINE CROSSING CROSSING DEPTH TO BE FIELD VERIFIED ROPOSED GRADE (TYP.) STR:56 VDOT STD. DI-3C (L=6') TP=5yz.yy INV TO58 I NV O UTT::5o6.506. zy TO 54 MIN,, --Q -- 1.2' 87.oy LF Qa 0.77% HDPE PROPOSED 8" CL. 5z D.I. y5' 3 % WATERLINE CROSSING 6z.7y LF C y. 3 )RAULIC G E (TYP) 15" HDPE y51.23 LF Qa o.62% STING GRADE (TYP.) STR:58 VDOT STD. DI-313 (L=6') TP=5yy.5z INV OUT: 507.24 TO 56 3IDI 510 505 E M EKG] .m 480 y6 oILF C� 480 478 478 O J N O O O 0 '1 OO O W O N cr,cy)O O OW 01 01 Ol Q�O O Ql O O O It ' s 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 -PROPOSED GRADE (TYP.) STR:42 VDOT STD. MH XISTING GRADE (TYP.) INV IN: INV IN: INV OUT: 48 TP=490.6o STR:6o VDOT STD. 485.35 TO 44 TP=491.05 485-35 TO 6o INV OUT: 486.16 T 10+00 10+50 STR 6o - STR 42 O DI-313 (L=8') 42 )E 50 5 STR 58 - EX 81 HORIZONTAL GRAPHIC SCALE 0 25 50 100 (IN FEET) I INCH 50 FT VERTICAL GRAPHIC SCALE 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT 200 20 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: y. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF y' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF yz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-y AS FOUND IN THE 7oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. SCOTT/R. CULLINS'Z Lic. No. 035791,E 5/16/22 poL5'Inrrnr. 0 zM M N M N O WCY) N N W> Lu z J J U) W 0 0 0 z T- 0 WLu F-- ul U) Lu z U) JW J� 0 0c:) 0 N u z Q J W Q z LL W Q m Lu W r-i z 0 O U Lu w a cn z r-� 1 U) Q Lu Q Q Lu O 2 C., w J OH z w w JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 16 GRADE BREAK STA = 10- ELEV = 4 PROPOSED 8" AND 8" GATE LOW PT STA: 14+00.96 LOW PT ELEV: 495.36 PVI STA:14+15.98 PVI ELEV:495.66 K:10.02 LVC: 30.05 HIGH PT STA: 15+35.23 HIGH PT ELEV: 497.78 PVI STA:15+50.23 PVI ELEV:497.48 K: 10.45 LVC:30.00 ro 00 ro U0 N I- NCn r � � Ln +� +It Ln n LOW PT STA: 16+75.00 LOW PT ELEV: 492.12 PVI STA:16+50.00 PVI FI FV- 499.67 rn V) o v v K:1 .41 rn 0 m 0 w LVC: 0.00 500 + rn 500 � m w coo o- U - ci U -2•00 I� 0) EXISTING GRADE (TYP.) / > m > 0 o 495 Low FIT STA: 10+ 1.59 008)9 00 �w m �w w 495 � > v > LOW T ELEV: 472.17 / PVI STA: 10+21. 9 / L' GRADE BREAK STA P ELEV:472.1 / w w �-2,QQ ELEV 49 .575 K:2.50 LVC:10.00 LOW PT STA: 10+69.81 rn rn 0)N > m > w ° 490 PT ELEV: 473.09 n N r- o 490 1.LOW o0.81 In U-) SON nN / cD N PVI ELE : 473.71 / + .4-- + +� +It K:1 D.14 / Mw rJ 0 o LVC: 2.00 / 0 0 HIG PT STA: 1 +91.42 w w o N / 6im N> w HIG PT ELEV: 98.51 485 (ii > 6 w co 070 / m > VI STA: 14+8 .29 485 m w o + ��1 HIGH PT S A: 13+83.7 K:7.41 w = / HIGH PT E EV: 495.02 LVC: 51.90 cii &i w > / / PVI STA 13+56.79 > M > w / PVI EL V: 494.48 480 m w K: 3.83 480 LVC: 54.0 / ROPOSED GRADE (TYP.) / / 475 / 475 / 00.00 2.0 2.0 % / 2.553 - 470 470 468 468 l0 vl O •i N O M 00 N N of 00 to C9 M 00 t0 N w 00 N lD CO a O lD a Vt O ^ 00 a a 00 00 M O 00 p l/1 O a /1 N N N N 1p n Ol n O) M W M 0 DJ ^ N Ol N u) Ol Uo W O1 00 D1 O) a) 00 Ol o6 V0 Ol lD a Ol f M 01 M H Q1 rl a s a ^ s a ^ s a ^ s a 00 s a 00 s a m s a (n a a a Cn s a 01 a a, a 0) a O1 s It s s s 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 H U NTLY STREET (DESIGN SPEED=15 MPH) 15+00 15+50 16+00 16+50 520 520 515 515 / / i / XISTING GRADE (TYP.) 510 510 PROPOSED FIRE PROPOSED GRADE (TYP.) i HYDRANT ASSEM 505 505 ROPOSED 6"-go° D. r+� ROPOSED 6" CL. 52 D.I. W - - PROPOSED 8"x8" TEE _ AND 8" GATE VALVE / 8"x6" REDUCER 5OO 500 ROPOSED 8"x6" TEEPROPOSED 6" SANITARY 495 ROPOSED 8"-451 D.I. W/L BEND LATERAL TO BLDG. CROSSING 4 495 c8" TEE VALVE PROPOSED 8" CL. 52 D.I. WATERLINE 490 490 PROPOSED 6" SANITARY PROPOSED 6" SANITARY LATERAL CROSSING LATERAL CROSSING W& TO BLDG. 3 TO CLUBHOUSE 485 PROPOSED 8"x6" TEE 485 6" GATE VALVE FIRE HYDRANT ASSEMBLY 482 PROPOSED 8"-12.215° D.I. W/L BEND 482 01 00 f. n W W . N Ol N N Ln V1 V1 t(1 00 V1 00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 WATERLINE z BLY . W/L BEND 4TERLINE 17+00 17+50 STING GRADE 510 505 500 PROPOSED 6" D.I. CL 52 WATERLINE PROPOSED 6"4' REDUCER FIRE HYDRANT ASSEMBLY WITH 6"x6" TEE AND 6" GATE VALVE = 17+02.28 D GRADE (TYP.) PROPOSED i.S' METER VAU 3" TYPE K WATER SERVICE L PROPOSE PROPOSE TYPE A BLOW ( TO 4 510 PROPOSED i.5" WATER METER VAULT WITH 3" TYPE K COPPER WATER SERVICE LATERAL 5051 LPROPOSED 4"-go° BEND 5001 PROPOSED 4"4' CROSS TYPE A BLOW OFF ASSEMBLY TO 4" D.I. FIRE LINE ROPOSED 4"-45° BEND 19 4"-45° BEND 495I PROPOSED 4" D.I. CL 50 WATERLINE MH6-MH5 490 490 488 1 1 1 488 O ^ N a rl 0 0 0 0 0 o 10+00 10+50 11+00 11+50 WATERLINE 4 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303-04(h) S. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 505 505 PROPOSED i" WATER METER FOR CLUBHOUSE i 500 ROPOSED GRADE (TYP.) i 500 GRADE (TYP.) i PROPOSED 6"-12.25° BEND [EXISTING PROPOSED 6" SANITARI 495 _ - ` -LATERAL CROSSING _ - TO BUILDING 3 ` PROPOSED 8"x6" CROSS -8" GATE VALVE / / 1-6" GATE VALVE 490 1 PROPOSED 6"-12.25° BEND PROPOSED 6" CL. 52 D.I I. 490 WATER LT WITH WATER COPPER IINE ATERAL PROPOSED 6" SANITARY LATERAL CROSSING �-TO 485 BUILDING 2 485 PROPOSED 6"x4" REDUCER :D 4"-go° BEND FIRE HYDRANT ASSEMBLY WITH 6"x6" TEE AND 6" GATE VALVE D 4"4' CROSS PROPOSED 4"-45° BEND )FF ASSEMBLY " D.I. FIRE LINE PROPOSED 4"-45° BEND 1 480 PROPOSED 4" CL. 5o D.I. 478 WATERLINE 478 a 0 0 N 0. N �p N OM M � It � d �N3 �It OW It It 't ' ) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 WATERLINE PROPOSED 8' AND 6" GATE .O107. rPROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) 520 PROPOSED 1.5" WAT METER VAULT WITH 3" TYPE K COPPER / WATER SERVICE LAT 515 /� 515 / PROPOSED 4"-go* BEND � I I 510 / PROPOSED 4"x4" CROSS / TYPE A BLOW OFF ASSEN x6" TEE TO 4" D.I. FIRE LINE VALVE ED 6" D.I. CL 52 WATERLINE 505 PROPOSED 6"x4" REDUCER L-FIRE HYDRANT ASSEMBLY 502 WITH 6"x6" TEE AND 6" GATE VALVE 502 r\ ri N a, 00 10+00 10+50 11+00 11+50 WATERLINE 5 EXISTING GRADE (TYP.) f-PROPOSED GRADE (TYP.) PROPOSED 1.5" WATER 505 METER VAULT WITH 3" TYPE K COPPER WATER SERVICE LATERAL PROPOSED 8"x4" TEE AND 4" GATE VALVE 500 500 PROPOSED 4" D.I. CL 50 PROPOSED 4"-go* BEND WATERLINE I I PROPOSED 4"4' CROSS TYPE A BLOW OFF ASSEMBLY TO 4" D.I. FIRE LINE 495 492 1 1 1 1 492 o p O oo WATERLINE 6 50 U ERAL BLY HORIZONTAL GRAPHIC SCALE 0 25 50 100 200 (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 (IN FEET) I INCH = 5 FT. SCOTT/R. CULLINS'Z Lic. No. 035791,E 5/16/22 poL5'Inrrnr. 0 w w z 0 z w ul z Cn M M C)7 N 14 M i N C:) Cn N N Lu J J U) Lu 0 Q U Lu Lu Lu F-- U) Lu Q 0 C:) O N Lu I- I -I J Q z LL 1 Q Lu Q _ (n a- Lu J ILL. ,--I p z O �- U J LU H Z) 1 M 0 z cc- Lu Lu z I� O w J z w JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 17 �,TH OF � 0 SCOTT R. LLINS'Z L.0 Lic. No. 035791,E 'O �5/16/22 oA�SSIONAL V, z M O w J Z O w V/ a m Z N O w Z OO z rn o Ln N 5 ,w W m VI Ln a <J W z � Z N N F N o � Ln z Q Cn Lu zM M I --I C17 (n N M J z ' '--' al N O 1 zzx(6) W� N Q W > V) W Q J J � U) W U') W ,--I W cm 00 z O o z < PROPOSED C TO EX. 8" D.I. U w ~ WITH 451 BEND W (n J 8" CL. 52 D.I. Y 1 �— W (n F- z Lu z ul F-: 2: 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 W WATERLINE 1 J � w w J Q o� N HORIZONTAL GRAPHIC SCALE NOTES: 50 0 25 50 100 200 w i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE.ui �i ~ 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF z w SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. (IN FEET) a 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE 1 INCH = 50 FT. UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE cos NO. ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOTzoaoROAD AND BRIDGE SPECIFICATION VERTICAL GRAPHIC SCALE 182150 303-04(h) S. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE 5 0 2.5 5 10 20 SCALE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR 249 H: 1 "=50' RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION (IN FEET) SHEET NO. 302.03(a)2G "BACKFILLING". 1 INCH = 5 FT. 18 --_ ONNECTION 520 EXISTING GRADE (TYP.) 515 - / 510 / PROPOSED GRADE (TYP.) / / PROPOSED8"x8"TEE AND 8" GATE VALVE 05 PROPOSED 8"x6"TEE 8"x6" REDUCER AND 6" GATE VALVE � I I PROPOSED 8"-45° D.I. W/L BEND ROPOSED 8"-45° D.I. W/L BEND W/L BEND PROPOSED 8"x4" TEE 500 ROPOSED 8"-iz.z5° D.I. AND 4" GATE VALVE 4 , j PROPOSED 8"x8"TEE WITH z-8" G.V. REMOVE EXISTING 8" PLUG AND 495 , CONNECT TO EXISTING 8" D.I. WATERLINE WITH z5 LF PROPOSED 8" D.I. WATERLINE PROPOSED FIRE HYDRANT , ASSEMBLY WITH 8"x6"TEE 49 � PROPOSED 8"x6"CROSS AND 6" GATE VALVE 490 / -8" GATE VALVE / i i-6" GATE VALVE � `*"' PROPOSED 8"-go* D.I. W/L BEND XISTING GRADE (TYP.) � 13 ORAIR � 1 85 / RELEASE VALVE PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE 485 / PROPOSED 8"x8" TEE AND 6" GATE VALVE / AND 8" GATE VALVE PROPOSED 8"-aa.5° D.I. W/L BEND / 480 � 480 i i i / / / 475 475 / o ROPOSED 8"-ia.a5° D.I. W/L BEND 470 470 PROPOSED 8"-zz.5° D.I. W/L BEND WATERLINE AND PROP. WATERLINE Qom, PROPOSED 8" CL. 5z D.I. 465 WATERLINE 465 PROPOSED 8"-zz.5° D.I. W/L BEND O 01 O1 � M y O O N N M O M M ,y d rl � tD l!1 � O1 ri ri 'i S in ri O N O � O t(1 � .i rl O tD O M � M v1 M N °0 ri N N ^ ri ,y 1p ^ n ^ vl O O O N O N N M N 00 rl .Y l0 Ol M O 1� V1 rl W 3 W V1 00 00 0p 00 1p tD 3 .t .t V1 lD t0 °0 00 .t Ol O N N d S I� W Ol O W ri O1 t0 O O f ^ n f ^ n � � n �. � n � � 00 � � W � � Ol 3. � O1 �. � O1 � � Ol 3, � Ol � Ol � Ql � � Ol � � O1 � � O1 � � O �. O O y� O O � O O � •i O rl d � .t .t .t .t t 3 d S S .t 1 t .t 3 � � vi vi vi v1 �,TH OF � SCOTT R. LLINS'Z L) Lic. No. 035791 ° 5/16/22 �oA�SSIONAL V, 0 w J z < o w am a Z N O w z Oo z 0 o W m Ln a LL J W w/ zINV IN. N N Q N Ln Q J CA Ili Lu ZM M �--� N M J z ' LL N � C) WN N Q INV I W > LLJ zJ J � > U1 W U•) Lu rl LL1 0 z 0 O o EXISTINGU U W H W`� J Y Lu ul U) Lu 00 Z /w/ /lL^L p<�� U) 0- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 8+00 18+50 19+00 19+50 20+00 ~ MH8 - EX MH28 J Q 0 o� N HORIZONTAL GRAPHIC SCALE NOTES: 50 0 25 50 100 200 w i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE.ui �i ~ 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF z w SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. (IN FEET) a y. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE 1 INCH = 5o FT. UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE cos No. ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOTzozoROAD AND BRIDGE SPECIFICATION VERTICAL GRAPHIC SCALE 182150 303-04(h) S. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE 5 0 2.5 5 10 20 SCALE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR 249 H: 1 "=50' RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION (IN FEET) SHEET NO. 302.03(a)2G "BACKFILLING". 1 INCH = 5 FT, 19 520 MH8 520 STA:zo+z7.8y RIM:5i6.i8 INV OUT. 5so.5iT0 MH7 -- 515 MH7 STA:i8+o8. zi RIM:5o8.66 PROPOSED � INV IN. 5oi.5o FROM MH8 GRADE (TYP.) INV OUT. 5oi.3o TO MH6 � 510 MH6 � 3.5' STA:i7+zz.og i MIN. M N. 510 LATERAL SANITARY Qv6- TO BUILDING MH RIM:5oy.63 i S 1 2' SpR-y6 �1a% � STA:15+76.yo INV IN. yg6.zo FROM MH7 RIM:Soz.00 INV OUT. yg6.00 1 4' y1562 505 � INV IN. y89.95 FROM MH6 PROPOSED 8" CL. 5z D.I. 505 MHy INV OUT. 489�75T0 MHy WATERLINE CROSSING STAay+76.z4 PROPOSED 8" CL. 5z D.I. RIM:yg8.0 WATERLINE CROSSING MH3 INV IN. y8g.00 FROM MH5 3.5' - 500 STAa3+J1.o5 INV OUT. y88.8o TO MH3 -' M N. 500 RIM:494�z5 - SANITARY LATERAL INV IN. y85.zo FROM MHy TO BUILDING 6 INV OUT. y85.00 TO MHz - - - y6Q � T MHz - - - $ Sp � �6• STAa3+i8.yo 4.6 495 v1ti RIM:ygi.8z 39 �$ 495 INV IN. y8z.7o FROM MH3 3 5 SANITARY LATERAL MHi INV OUT. y8z.5o TO MHi MIN. TO BUILDING y R I M:48736 C, / 2 9 490 INV OUT. y8o0i7 TO EOX MHz8 8' SpR-ZQa 4?3% WATERLINE �,TH OF � 0 SCOTT R. LLINS'Z L.0 Lic. No. 035791,E 'O �5/16/22 oA�SSIONAL V, z 0 W J z �Q O w a m a Z N o w Z O0 0 z 0 o rn w m 7 VI D a LL J W Q z w/ z N N W O F N Q � Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 CLIFFSTONE BLVD & HUNTLY STREET INTERSECTION SIGHT DISTANCE PROFILE z Q J tuo� � z00 M Lr) N M J z U_ N � O WN N Q W > U) LU J = � Z J J W ILL. LU ,� O 0 z W U Zz = U Q U W F- WY � H LU (n 2 U) LU �, LU OBJ=,5.b Ul F_: z w Q U 0- J � w w J Q 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 0 0 NORTHSIDE DRIVE 8c HUNTLY STREET INTERSECTION SIGHT DISTANCE PROFILE o o HORIZONTAL GRAPHIC SCALE N = )0 0 25 50 100 200 CIO ui J 7 ~ (IN FEET) p Z w 1 INCH 50 FT. a JOB NO. VERTICAL GRAPHIC SCALE 182150 5 0 2.5 5 10 20 SCALE H: 1 "=50' V. 1 "=5' (IN FEET) SHEET NO. 1 INCH = 5 FT. 0 20 485 480 SIGHT LINE (TYP.) 39p' SIGHT DISTANCE= HT. OF OBJ=3.5' — /-S,GHT LINE (TYPJ 475 � SIGHT DISTANCE=390' H T— CJ EXISTING GRADE (TYP.) EYE=3.5' �i T. OF BJ=3.5' EXISTING GRADE (TYP.) 470 I 465 SIGHT LINE (TYP.) 500 OBJ=3 5' 2gd PNGE� \5� g\GNP � 495 SIGHT LINE (TYP.) HT OF EYE 3.5' 49 � EXISTING GRADE (TYP.) �g0 485 s� 480 HT. of EXISTING GRADE (TYP.) 475 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS." PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /1, OR llI PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 © 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY's CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS 1NDICA TE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 1N LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEff-ARLL' COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 7HE REQUIREMENTS OF 7HE PERMIT WHERE ANY DISCREPANCIES OCCUR 7HE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. 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 07HER 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 J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA77ON 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 Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC7ON INDUSTRY (29 CFR PART 1926). REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN STD. CG-12 PARKING WHITE SYMBOL ON BLUE HAND/CAP SIGN RAMP HANDICAP SIGN Do E BACKGROUND BACKGROUND - LOCATION (VAN) WHITE TYPICAL AT ALL HANDICAP SPACES FACE OF CURB BUMPER BLOCK PAIN PER VDOT SPEC. w ACCESSIBLE SPACES HANDICAP SPACE DETAIL PAINTED :TRIPE IPICAL) NO SCALE NorE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDEN77FIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING SPACE INDICATED DN SI7E PLAN. SIGN LNLL ALUMINUM (PAINTED WHILE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR GRE ® SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-112- 0 PAINTED BLACK SET /N 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ZONE ADA REOUIREMENTS $100 - $500 FINE HANDICAPPED PARKING SIGNS Emmno,� ELEVATION NEW NO SCALE RESERVED PARKING VAN ACCESSIBLE $100 - $500 FINE MIIDRAKDMBION GRAB', MANUFACTURING. INC. ��SSpppp 1 WA111DFLN4KEE WIDN" IVE WWW.MA�R�AK. AM PEBA+4R� RiLFB®FUDIM%.COM CHECKOEBIREO MOLM a �9 x8KMTTHICK 2 EA. LT M. NOES M. ®�2 EA,v1e mIDLETTP. a° y 1211' BOLT LADBOLT CONCRETE CONCRETE D IN GROUND MOUNT 00) D SURFACE WSSETMWNTISO) C BURFIDE FVNOEMdMi(SFl UPCXAROE 9ECIIONVEWB PRDCUCTION:''DI E OESCRIPTION:'U'N E 2 BIKE, SURFACE OR IN GROUND M W NT DAIS: &M4 ENG: SW W FIDFMMIC MNDANDINMO TIWIBNOTNPEC IIEDORDIBIYWED 1.DNHfAL01NERWNBA000RMN070M UFACNRER38PECIFICATIWB. NDMERBWIIHOUIiHEGNOENTCFGR1AEfl MYIUFACNNNO, MC. 2 OOK8U TM'TTOBELECFCCLddyyFINISH BEE NM'UNCNRFFBBPECIFIGTgNB. 6ECINGTICNB AAEBUBJEGT LOCNWDEWIMgIf HOGDE 18&&IE PLVNFORLOGIMMOfl CON�ULT DNNFA. �14 GPABMMWUFAONMM, INGIILFRORUEARYWOHrtflEeERNFD, Ln 0 Q - H 0D m 0 0 0 it (n 7 Cw 3 Lo 0 ~F THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED 1,/< 0 CIA 4" MIN. NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1,2) INTEGRATED DUCTILE PION FRAME & GRATE TO MATCH BASIN O.O. MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSRAHE OFF) RECOMMENDATION (4) VARIOUS TYPES OF INLETS OVTLETADAPTERS AVAILABLE 1" - 30' FOR CORRUGATED HOPE (ADS KI2MANCg2 DUAL WALL, ADSIiANCOR SINGLE WALL), N-12 HP. PVC SEWER (EX SDR M), PVC OWVISM SCH 40), PVC CB00ICB09, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) I - I2 �37 MOESTMANGRATES WAILBE WC71LEIflONPERASThIA3B GRAOE7U50G5. 2 I T - W FRAMES WALL BE DUCTILE IRON PER ASTM AGE GRADE IO.SOOS 3 - DRNN BASH TO BE CUSTOM MANUFAC%REI ACCORDINGTO RAN DETAILS RMERSARENEEDED FORSM9INSOVFN&' DUETO SHIPPING RESTRICTIONS. BEE DRAWING NO.7SL1+DQ5. 4- DRNNAMCONNEMONSMOMINTTNHT MSwULCO MMTO AS M DGN2 FOR COMPACTED MOPE IfAB N12&MNCgi OILV- WA11), N.12HP.BPVCSEWERF--W, S - WAFTERS CAN BE MOUNTED 0-TOW'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0, M1 11M12. 8-17- W PEOESTMAN GRATES SHALL MEET H-10 LOAD RATING W PEDESTNAN GATE SKN2 MET KVO LOW RATING ISE DRAWING NO. MIA 1h144 FOR H2O IPPFFIC LOAD GIDEINESI IT MIN WIDTH GUIDELINE T MIN THICKNESS GUIDELINE WAPIER L(e)MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLPB DIMENSIONS ARE FOR GUIDELINE PURPOSESONLY. ACTUAL CONCRETE SUS MUST WGIEE BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL GONDMONS, eui TRAFFIC LOADING, 80THERAPPLICABLE DESIGN FACTORS. ORDMO O RAus SEE DRAWING N0. 7001-HP1fl FOR NON TRAFFIC INSTALLATION. 'NIL (3) VARIABLE SUMP DEPTH 4'MIN ON I2'.21F ACCORDING TO PLANS 8'MIN ON90'83T (a. MI IT MIN ON ON 90" B IT MIN. ON 90" BASED ON MANUFACTURING RED) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CUSS 11.OR CLASS III MATERIAL AS DEEMED IN ASTM D2321. BEDDING& BACKRLL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. -11 1 II11�I �IIF�IIFII II 1 II N R=11 N II N II II=11 NI�I�IN N=11=11 II III IIII II II II II II II II II II IIIITI IIF_ II=11al1 1 P N 11I=11 N II II-11=1 II iI II II II IIII II II II II II II II ILTI ILL II N N-11=1TIT N II II=11=1I N N II II II II II II IITIII IIIIII IIFII II II.aII IIII II II II 1J�==� .,■ RBI=1[=B II II II n N-I��1� -R=II ll ll ll ll=ll- -11-11 II II. II. C � -II II 11 I �f /� II=N II N II II B II N n N B II=1I II IT. B-N=IT. ll ll ll=ll ll ll ll II II II=11 II II. I II II II=11 I IIII 11= =ll ll ll ll ll ll=ll ll ll II II II=11 II II II=11=11 II II - II • � �I y& Tr• • •T • ��s'�isw.'�'-`i&c�►;-`�:.�-y � � T_'T'jV.- . w.rs.=•` �i=�: � �IIIIIIILLIIIIIILLIIIIIIIIIIIIIIILl111111IIIIIIIIIIIIIIII(IIIIIIII w • .wAr �Bfd 'STA+^�sr1..r P/ .PyI � �T��T-• •.. r.-•T>•:•a,• ♦ 1T-•T •r. �T. ems. •^ • �> .Bv � � �+ ••.�;f • i..: �.. •T •r •sy-�: �: HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES RAMPS - NOTES, CONTINUED.... Doors in any po5ition shall not reduce the minimum dimension of the ramp landmg to 1655 than 42" and shall not reduce the required width by more than 3" when fully open. (sec 1133b.5.4.3 fig I I b-38 € 39) The width of the landmg shall extend 24" past the 5trlke edge of any door or gate for exterior ramps and 18" past the Strike edge for interior ramps. (sec 1133b,5.4.4 fig I I b-39) At bottom and intermediate landings, the width shall be at least the same a5 required for the ramp. (sec 1133b.5.4.5 fig I I b-38 E 39) Intermediate landing at a change of direction In exce55 of 30 degrees and bottom landmg5 shall have a dimension in the direction of ramp run of not le55 than 72" to accommodate the handrail extension. (sec 1133b.5.4.G fig I I b-38 S 39) Other intermediate landings Shall have a dlmen5lon in the direction of ramp run of not 1655 than 60". (sec I I33b.5.4.7 fig I I b-38) Ramp landmg5 are not considered in determining the maximum hOriZOntal C15tance of each ramp. (fig. I I b-38 S 39) Handrails are required on ramps that provide access if the ramp slope exceeds 1' n5e in 20' of horizontal run. (sec 1133b.5.5.1) handrad5 shall be placed on each Side of each ramp, shall be contmuou5 the full length of the ramp, shall be 34" to 38" above the ramp Surface, Shall extend a minimum of I' beyond the top and bottom of the ramp, and the ends shall be resumed. (sec I 133b.5.5.1 fig I I b-27 (b) 6 (e) The grip portion of handrad5 shall be not 1e55 than 1-1 /4" nor more than 1-112", or the Shape shall provide an equivalent gripping Surface, and all surfaces Shall be Smooth with no sharp corners. handrails shall not rotate within their fitti1115. (sec 1133b.5.5.1 fig I I b-36) handra15 projecting from a wall shall have a space of 1-112" between the wall and the handrail. (sec 1133b.5.5.1 fig I I b-36) handra15 may be located in a rece55 if the recess 15 a maximum of 3" deep and extends at least 18" above the top of the rail, (sec 1133b.5.5.1 fig I I b-36) Any wall or other surface adjacent to handrad5 shall be free of 5harp or abrasive elements. Edges shall have a minimum radius of 1 /8". (sec 1133b.5.5.1 fig I I b-3G) Where the ramp Surface Is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements: (sec 1133b.5.6 fig I I b-27(b) it (c)) a. A guide curb a minimum of 2" in height shall be provided at each 51JC of the ramp; b. A wheel guide rail shall be provided, centered 3" + I" above the surface of the ramp. Outdoor ramps and their approaches shall be designed and constructed so that water will not accumulate on walking 5urface5. (sec. 1133b.5.8) SECTION A TYPICAL HANDRAILS AT STAIRS RETAINING WALL - HANDRAIL DETAIL 42" HIGH AMERISTAR BLACK SECURITY FENCING (MAJESTIC - AEGIS PLUS) 1' MIN. N EDGE PROTECTION 1' MIN. END OF RAMP-� 12" EXTENSION BEYOND RAIL r18MIN. _/0 E/ 18" MIN1. EDGE TECTION R 2 MINIMUM SECTION B SECTION C 2") , PLATPOF ELEVATION BEVI EXTEND GEOSYNTHETIC REW FORCEMENT TO wT 2 RNI OF THE LOWER MGCK FACE 101. M.L. AnchorTM Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) 10.6-} FINISHED V GRADE I ' �2 REINFORCEMENT LENGTH GEOSYNTHETIC REINFORCEMENT 4" DRAW TILE (ELEVATEON V ES) \ 5" NTNIMUM COMPACTED GRANULAR LEVELWG PAD Wos= WIDTH OF OVERSMING De= DEPTH OF EXCAVATION L-LENGTH OF GEOSYNTRETIC REINFORCEMENT W.=C • Do)+L+G" Wos AnchorTNT Diamond® X 1:1 EXCAVATION OVERSIZING WX (SCALE: 3/8„_I,-0„) AnchorTm Diamond® X TYPICAL BASE PREPARATION WX(NOTTOSCALE) ""°"""""WPLS8EM61vc. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE 1f`]IGI RAMPS - NOTE5 The maximum slope of a ramp that serves any exltway, provides access for persons with di5abdltie5, or 15 in the path of travel shall be I' r15e In 12' of horizontal run. (sec I I33b.5.3) The cr055 51ope of ramp surfaces Shall be no greater than 1:50. (114" per ft) (5ec 1 133b.5.3.1) The width of ramps shall be, a5 required for 5talrway5 and exits. (5ec 1133b.5.2 fig I I b-38 4 39) Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more Shall have a minimum clear width of 60". (sec 1133b.5.2) All other pedestrian ramps serving primary entrances Shall have a minimum width of 48" (5ec 1133b.5.2) landings shall be provided at the top and bottom of each ramp. (5ec 1133b.5.4. I fig I I b-38 4 39) Intermediate landmg5 Shall be provided at nterva15 not exceeding 3o" of vertical n5e and at each change of direction. (sec 1133b.5.4.1 fig I I b-38 4 39) Top landmg5 Shall be not less than GO" wide and shall have a length of not less than GO" in the direction of ramp run. 12 (sec 1133b 5.4.2 6g I I b-38 $ 39) NTS ELEVATION E CONTINUE ONRH5... TYPICAL HANDRAILS AT RAMPS DETAILS � DRAWINGS AS PER ADA REGULATIONS - AMERICAN5 WITH DISABILITIES ACT 1994 ELEVATION D ;E PROTECTION PROVIDED VERTICAL GUARD RAILS VAR. HT. TOP OF CONCRETE MIN. WALL 42„ SITE RAIL GRADE Lic. No. 0357911E 5/16/22 � 1'SIONAL E�Ol SITE WALL d' I jYALL RAIL FASTLTING RMIL L NOT TO SCALE Z NOTE: RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 41 IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. i fA " j TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAY BE PLANTED ADIACENTTOWALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL H LOW -PERMEABILITY SOT_ > 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC W6 i IF UPPER WALL STRUCTURAL BACKFILL LOWER WALL a • b I H r' FINISHED GRADE ^ s u IC„�I�III - �.i 2'-01, III111y` --� .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL 3'-6" FRONT ELEVATION HANDRAIL PRIVATE WALK OR LANDING 5'-0"MIN 1 /2"THROUGH JOINT _p #4 BARS EQUALLY SPACED 1'-O"OC MAX SPACING 3R_ a 2'-0" TYPICAL DRAIN TILE TOP ELEV. OF STEP ELEV. OF STEP RISER TREAD #4 BARS (TYP) 1/2"R SLOPE TO DRAIN PRIVATE WALK OR LANDING TYP 112" THROUGH y JOINT � � a SIDE ELEVATION 1'-0 3 -6 10" STEPS TREAD PLAN CONCRETE STEPS DETAILS NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi AT 28 DAYS OR STRONGER. 4" CONC.� N 4- 21-A STONE BASE CONCRETE SIDEWALK NO SCALE LU C7 D7 N � M L N N N W > LLI _J J_ U) LU H L9 _j O z 0 WLjj Ul Z LLLI U of e U) JLU W BTJ Q O N O z UJ J z F--I L.L a a T- z �- o Uj Q 06 LU w U) O W Q a- Q UJ z C) 2 0 UJI F z W W _ LL U) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 21 NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 GRAPHIC SCALE PA VEMEN T LEGEND 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5" 21-A BASE COM COMPACTED \\Q SUBGRADE HEAVY DUTY ASPHALT PAVING - TRA VEL WA YS NO SCALE 2" SM-9.5 SURFACE 1" BM-25 BINDER BASE C BASE COM SU LIGHT DUTY ASPHALT PAVING - PARKING LOT & PARKING SPACES NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONESUBBASE COMPACTED S\�\\�jj\�f/\�/j�/// SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE COMPA C TED COURSE,BASE II 1111111111111111111111111111111111/1'1111111111'11111', p�i?X.:i•XT�!Y,LY..•�' � • iXTi•%Tsr.>•!7 .-.-,�•s.s•'t�� COMPACTED SUBGRADE CLASS A •LOW —MAIN PEDESTRIAN ASPHALT I INO SCALE ' I \ / plzs+c.ros / 0 f£L0t43_g ,�yvfLs H � \ \ q \ NORTH POINTS FUTURE DEVELOPMENT / TMP 03200-00-00-02300 NORTH POINTE / CHARLOTTESVILLE LUG '3 / o`a e J =m i r y 1. PUBLICSRIGHT OFAWAY — / 90 \ / 89 - 87 88 86 I I I I I I 91 \ \ I I I I I 92 I PARK I I 93 \ I I 94 \ I I / --- — — W, UEH44POINTS \ 101 100 99 98 .MP mmnlVw'n 0 96 9 3 NORTH POIHTE CHARLOTTESVILLE LLC I \ l I 0 JILDING #2 39 UNITS L jD w J U g U } Z 4 Y / L CLUBHOUSE 5200 SF i 65MO' I POOL AMENITY' _I AREA i'i #7 THICKET RUN PIACE PU BLIC RIGHT OF WAY 61' R/`N r -Z� 4- �3 — 2 3y �1 SEC — �8 A7 TION T TM 03200-00-00 02300 #1 66 65 64 63 CG-6 POINT OF CG-6 I. S WIDE CONCRETE CURB & GUTTER C/L FINISHED CURB & GUTTER EXIST. GROUND SIDEWALK GRADE 2Z 1/4"A' 1/4"A' VAR, WID 7H °,, Ooo xe 4+tim ° w o% eHvo w OoPoBa ,IW so POocgss :. PLANTING 4" VDOT 21A STRIP a wor +" A STONE BASF SlIONE sr1om EXIST. GROUND VAR. BASE 10, 10, BASE 5 WID T, 2.5 (TRAVEL LANE) (TRAVEL LANE) —25 24' F/C-F/C TYPICAL TRA VELWAY SECTION RUATLY STREET (PROPOSED PRIVATE TRAPELWAY) DESIGN SPEED- /5 MPH ( IN FEET ) inch = 80 ft. \ T NORTH OINTE PARK��y-� SECTIO 1D TMP 03200-00- -02£ J NORTH POIN of CHARLOTTESVILL Y� \ ll 13 PARK 25 26 27 NORTH POINTE SECTION 1C TMP 03200-00-00-W NORTH POINTE CHARLOTTESVILLE PARK 23 10 14 10A 62 61 60 59 5E VAR. WIDTH PLAN 77NG STRIP VAR. EXIST. GROUND HEAVY DUTY ASPHALT PAVING - TRAVELWAYS LIGHT DUTY ASPHALT PAVING - PARKING LOT/ PARKING SPACES ASPHALT PAVING - MILL/OVERLAY Lic. No. 035791,E 5/16/22� 1'SIONAL E�Ol 0 a 1 al ZF 0 0 Z � O ` Ln W u H WIce F iq Lu r4 Lo I..L Lu 7— co Lu z co N M J z LL N � O W N Q W % (n J J = Q z W W w L9� z z 0 O_ '(D V J z W U Lu 0 Y z Lu W F- � 2 W ul F-1 W W Q Lu Lu z L.1_ e W 0— J ~ Q Lu � I-- J Q II z cD 0 0 � N = 0 o z W a JOB NO. 182150 SCALE AS SHOWN SHEET NO. 22 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL II, 24• IN 24 INITIAL BACKFILL IN 8' 8" 8" 8" MIN MIN. MIN MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE a 1 INITIAL BACKFILL 4 MI 8' SOIL--,, MIN. Ulm . _ MIN MIN. l(66 STONE ~ GRANULAR FILL AS APPROVED BY ACSA � ABLESOIL OR ROCSTABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 / WIDEN TRENC ACCOMMODAT ANCHOR IF REOUiRED. qG AS IR IRED SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L I H I T L -7-H7 T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0,10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 BAD 90 3.66 3.16 3.21 0.48 81, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.85 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG W-3 TD-2 TD-3 ACSA GENERAL WATER & SEWER CONDITIONS (September a.4, 2o2i) i. 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 DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 201 SENATE BILL 8 WHICH AMENDS THE SAFE DRINKING WATER ACT). 42 4 ( 3 74 ) 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. i6. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS APPROVED BY THE ACSA SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. _� O ® i 44" MIN. 6'. MIN. ITS8• MIN, q f• fio• a I 36' d '. 18 MIN- `I I+ 17.5°�-1 TII 37• MIN. WNGNUT LOCKING ASSEMBLY 12' MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-7B ASTM A36 AND HEX NUT ASTM MW (TYP) UNDISTURBED EARTH UNDISTURBED SOIL (T1'P) 2 - 3/4" CIA ALL -THREAD ROD WATER MAIN z ® wo r 3 VALVE J 24` MIN UNDISNRBEO EARTH PJAB R FE.- CLASS A-3 CONCRETE 7 O UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE ONION TWO COATS OF ASPHALTIC PAINT AFrER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH 15 URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NITS Flg. W-3C TD-6 VARIES 4" DIAMETER BRA4VAR:IES LVE BOX AND VALVE M.J. PLUG WATER MAINOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE PVC NIPPLE AND CAP or o BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE r NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR 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 TD-19 q. . y. O y .• 44° MIN, 8 MIN. 17.5"� 6 MIN. q (22.5" FOR COMPOUND MEIER) 36• (2MH FOR COMPOUND METER) 16 MIN. 1.�17.5"� yT 37" MIN. 12' MIN. WNCNUT LOCHINC ISSEMBLY 1 . PA. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C TD-15 TD-16 NOTE' HYDRANT MUST BE EQUIPPED NTH CHARLOTTES - MULE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18"-22' ALVE BOX #68 STONE 42"MIN (� 6" GATE ••y VALVE TEE 2500 P.S.I. CONCRETE :`A BASE AND THRUST ::' 1r ��`re BLOCK AGAINST-� UNDISTURBED STABLE SOIL. STEEL PILE T RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR 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 PATH 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 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 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR N..O N-PAVED AREA w414"v, �ti(L� 1'-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED 1y CONCRETE SECTIONS 12" MIN "0" RING SEALS . 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING ----�-_ SEWER. TT 4 e A FILLETED INVERT FOR A SMOOTH d.. a. 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ IN 0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. 5-1-A TD-25 �E A� LL m� Uy O 1�E EW �U Ca r vV R , oEOg o IT � F w E 'Y1+�''a3ro"J a 3 0 um w n o o 6 L o _ E T w hF E E NpU ^ E NE SOLD �E noO O Z 3 0 o O _ E So E \P f E o f e ,O, a A nii ryu Nb Ym Ylu � t� R O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S44D TD-31 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS CJ AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a. TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE A 1 WATER El VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK '_4 a. d 6 d- d o e NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1, WHERE A SEWER SERMCE 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 ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE SERVICE LATERAL SECTIONAl e4O'D' IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 oNa m CR 2 e6Bmm] 0 7- za- Dw [606mm] []R9nm] [10mm] 36• Du • sm O O [Blamm] [880 m FRAME SECTION[]emm] 20mm] P• (S1mm) Ikl1ER6 (Rc® Fwsx) Pnm.M C\ 1 A 3 Ile- 1/2' ] 3mm SP r [7Bmm] . 22 ,ins• ] 13/18 @7mm] [m] Lsamm• 1 3/8• [635mm] _ [35mm] 9/16• O.D. OF GKT GROOVE [ ] [14mm] SECTpN NEW 1/4-(6mm)DR OW BUD NEOPRENE CASKET vn"NBsua> (2) NICK 1/16 X 5/8 X 1 1/2 PUBBW WW10A5 1800° CONG)55 m SEW R (µeXga3 ISmm 2400 C41mm• (PP"OI DA01 5O-11X3 1/2 [6mm 1/2• .83 DR. 9i.VNtE55 S1EE1 ROD (2) NSNR 6/B ID 1.W ODES 1 1/6• (29mm) OR BOSS [t]mm P/W/ GW813IB PLW VIEW PICNBAR A LOCILLUO HOLE DETAIL NU! KK5/B-it 2N MK7(2) ort! OAK; a}LL MANWL6 M1HN 1W TEAR f1.CWPlAIN Wi LOGTED IN AREAS 9JBJECT TO ROCOINC SHALL HAVE WATERTMNT FRAVE k COVER.) MR HX AW 5/8-11 M .ALTERNATVE DESIGN Fqt WATERTIINT COVFFS WLL BE WNSIOERED. lrt/ OW122B3. COVERS SHNL BE FIEO TO FRAMES 11711 LOCKING LUGS OR SIMILAR ASSEMBLY.Yt LOGI( LUG TYPICAL WATERTIGHT sNGRG mF.O... MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.$ FIG SI-E TD-32 vi_v1aay VARIES 7Z WATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. W-6A THRU W--7E). 2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATEVALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO 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 24 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE NTS FIG. W-6C 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 12" TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-32 / 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE ow CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SCOTT/R. C CLINSZ Lic. No. 035791,E p 5/16/22�` oL5'InhTAT. 0C'l O tlI / � Ul F Z Ln z O Z O L L (H ru/ K L C W I K ' I QtD ° J W M C'') I --I ' ^ > N ° � M J V 0) N O z a a LL a N > O ' o W o N Q Q Lu 3 W LLi Q cf) Z J = J o s U) I" I" I r D LLI ,--1 LIJ a 0 n LuI- z 06 O o O 0) J _ ° 0� IMMMMM Ld Q O� W ° U 0 0 W � ur' z w H o � z �= E _ W0 Z w z) Vw W w Z LL Z /� w � Q o U ui I u o � � z ° O •I O > O 0 O x N UP u cl� ~ w ° J N H U O I z w E w C = o a n a JOB NO. 182150 0 SCALE ° a c AS SHOWN c ° SHEET NO. n 23 " Q f� TRASH ENCLOSURE - FLOOR PLAN A52.01 K8 IA" =1'-0" ONCRETE :ESS WITH DI.. 2 TRASH ENCLOSURE - SECTION 2 1/4" =1'-0" 1 co m NOTE: 2. SCREENING METHOD FOR THE SOLID WASTE AREAS, AS SHOWN ON THIS SHEET, SHALL BE COMPATIBLE WITH THE MAIN BUILDINGS. THE MATERIALS FOR THE TRASH ENCLOSURE SHALL MATCH THE MATERIALS FOR THE APARTMENTS. 2. THE TRASH ENCLOSURES WILL REQUIRE A SEPARATE BUILDING PERMIT. 3. THE TRASH ENCLOSURES SHALL BE COVERED WITH A ROOF ON THE STRUCTURE - SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS GROUND LEVEL Y 0" LIGHT FIXTURE COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS TRASH ENCLOSURE - ELEVATION 5 1/4" =1'-0" 5/4 X 9-U FIBER Cl TRIM LIGHT FIXTURE _ GROUND LEVEL h 0" 1 1 TRASH ENCLOSURE - SECTION 1 0 5/4 X 9-1/4" FIBER CEMENT TRIM LIGHT FIXTURE 5/4 X 5-1/2" — FIBER CEMENT TRIM FIBER CEMENT PANEL ON FURRING STRIPS 5/4 X 11-1/4" FIBER CEMENT TRIM D8 TRASH ENCLOSURE - ELEVATION 1/411 = 11.01, 5/4 X 9-1/4" F 5/4 X 5-1/2" FIBER CEMENT TRI CEMENT TRIM 5/4 X 5-1/2" FIBER CEME TRIM FIBER CEME V PANEL ON zo FIBER CEMENT PANEL FURRIG COORDINATE CONCRETE ON FURRING STRIPS STRIPS LANDING & ACCESS WITH LAYOUT & GRADING PLAN I 5/4 X 11-1/4" FIBER 5/4 X 11-1/4" SHEETS CEMENT TRIM FIBER CEME TRIM GROUND LEVEL 1 o„ — - Q TRASH ENCLOSURE - ELEVATION H 8 1/4" = IA" BROOM FINISH 011 6"XC W2.lxW2.1 WELDED WIRE REINFORCEMENT 7" CLASS A3 CONC. WITH A STRENGTH OF 3,500psi AT 28 DAYS (MIN.) 7" 21A STONE COMPACTED SUBBASE SCOTT/R. CT�LLINS'Z Lie. No. 035791 .11 p 5/16/22 4rj DETAIL — CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON —SITE u GEOTECHNICAL ENGINEER FOR FINAL CONCRETE z o DETAILS. PAD SHALL BE SLOPED TO DRAIN. 00 F�1 Lu TRASH ENCLOSURE - ELEVATION E8 1/4" =1'-0" COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS 5 w o H N C] � z Q Lu I%- w GROUNDLEVEL ` M — °" z ch Ul N M J � z 4 N LLm O N W N Q W i V) LLI Q 7 J DE cn w w ,—I z L90 O ~ z U w � V' W Y GROUND LEVE F Lu MEM U) z ul w 2:z w Lu LU _ U) 0- Q w Lu J Q z c� p OL OO N = u 0 O �z _GROUND LEVEL h o„ Y L) J LLJ 0 z LLJ (/1 0 cz Lu O Lu O J z LLJ JOB NO. 182150 SCALE AS SHOWN SHEET NO. 24 8 n O to to to m n O z W N oy o M o G 5Z A A _ 1 \ _ \ \ q \ t_ \ w vooko i / \ v \ I � — ok \ V A ✓ ," I i b — 0Opp o z \ O V A — / _ 1 -- s- _- .O� ' i. L p RTHDE E �5 _ o P 61 - IC RAW _ p+4 5 BENTLEV CIRCLE ._ - --- �S. oO+S pp+c oo+z _ z N — - ; v - , - = m p0+6 00`+5 -- �vv wv IL oo+�ol 00+9 mz� \ _ - KILARNY CIRCLE 00+L00+6 IS Lsm I v l l l l l✓ I do � I I �' �. A AV A I, r% C z _ ti O j l �L� l f; l_ ._ - s cc,_ -- - ---- - 3 v----------------- II „ a EG ELEV EG ELEV FG ELEV FG ELEV 0 O T o ft 0 0 8 / I i ITI S 8 I - I � grtr ® f a o I o o o "s 8 =R v w 3 n m z =0CmOE00 m 0 �:! n 70 C-A z D o D o 3 m MD m fir_ n�V),ODO� r- C r 3 < o m n z m= 0 (n D m M m D 0Xm--1 zr- Z m 0 z0 z rn O = m n D X m pm O D 3 r- REVISIONS COLLINS ENGINEERING DATE REVISION DESCRIPTION CoMO 5/16/2022 INITIAL FSP SUBMISSION TO ALBEMARLE COUNTY 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 z a, y z o PROJECT r N o N Cn w O ti(JI D 00 z NORTH POINTE APARTMENTS - SECTION 1E PHASE A - FINAL SITE PLAN �� INI�� O m Wp o SHEET TITLE OVERALL SITE LAYOUT These plans and associated documents are the exclusive orooerty of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for anv ouroose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING N N / \ NOTES: 1. 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 PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 2. ALL POLE LIGHTS SHALL BE 2o' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 2o' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. 3. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 4. LAMP TYPE SHALL BE LED WHITE LIGHTTO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. S. FIXTURES SHALL BE BRONZE IN COLOR. II STANDARD LIGHTING DETAIL: --- 0.5 -- I 1 39 UNITS / TYPE to \\ N \ WLS I v\\ \ I \ WLS4 WLS4 \ � 1 It W: a h I SS S- ' n BUILDING#2 _ WLS2 _ \ V I 39 UNITS V I TYPE 1A I ED WLSi - 1� W \ O PARK II WLS4 WLS I i PARK �e I E / 5 I PROPERTY BOUNDARY(TYP) �r I III I S L I IT _ 1 i I a I o LS FT WLS %0 1 L r I II L 2 -- WLS3 --- � IWLS3 WLS3 - I _ NTE FUTURE DEVELOPMENT MRTH IENT If ( • a - - . \ TMP 33200-00-00-02300 NORTH POINTE I WLS3 LS3 \ CHARLOTTE SVILLE LLC I •. I I w - - - ` � 7 LS2( - 3 WLS4 LU I Z I LS4 I w - :`• o \ I WLS4 F C W I \ CLUBHOUSE LS4 BUILDING #5 BUILDIN #3 5200 SF I - \ 42 UNITS u e I 2 , 39 UNITS 65'x8O' S3 \\ C}a' TYPE 2 Iim I TYPE4 NOPOINTE URE R� DEVE O MENT. ` I WLS3 TMP 032-00-00-02300 NOR POINTE r _ CHARLO ESVILLE LLC I 1r`� - •�� _ _ _ LS 4 I I SSCREEK PLACE 2 WLS4 C RIGHT OF WAY -- 61' R/W I n POOL DECK 12,735 SF el ti. Sl -00 { Q .IAFa WLS ------ 1 II i - I 3 90 89 j I BUILDING#4 \ WLS4 IVL&2 "_ 42 UNITS I - TYPE \ 00 \II 1 91WL7 WLS4 WLS4 BUILDING#6 S �� \ \1 WLS3 42 UNITS WLS3 92 \ - LS2 _. BEN LEY CIRCLE I DO I IN I B L \ 1 DO 93 �\ m ��\\ a WL 1 WLS4i N. j \ i 1 1 -': I ® I I 94ITT \ \ I � / I - s, WLS4.... WLS4 PROPERTY 11 BUILDING #7 9 98 97 96 9S\ \ 1 39 UNITa S F(� TYPE - i jj� NORTH POIN E \ ..0l F� SECTION 1 PAF TMP 03200-00-00- 2300 a NORTH POIN E �- -... •- -... WLS3 aWL53 :< CHARLOTTESVIL E LLC a\ CEi - AI M1 M1 M1 M1 M1 M1 M1 M1 n M1N M1 M1 M1 M1 M1.- M1_ -.. -.-.. n M1 n n n Y n R - THICKET RUN PLACE PUBLIC RIGHT OF WAY 61' R/W W N \ 12 \ vs \\ \ \\ ss \ WLSi 1.0 Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens LLF Description E= 13 WLS1 POLE LIGHT 181 6295 1.000 WLS-EDR-5M-04-E-525-40K (2 HEADS) Q❑ 11 WLS2 POLE LIGHT 181 4509 1.000 WLS-EDR-4MB-04-E-525-40K (1 HEAD) E 22 WLS3 POLE LIGHT 181 6295 1.000 WLS-EDR-5M-04-E-525-40K ❑ 18 WLS4 WALLPACK 151 3536 1.000 WLS-104L-16L-700-NW-G1-4 FOOTCANDLES \ 0.5 �' OOTCA 7iv 44- ! (E02MNU A 144imm) ♦ 3.4' • A ♦(gGlnml 4.0 YE IT lgmm) IF (023A, \ f t / V � 3. 3. " roBlrlm) EROUND SERIES SPECIFICATIONS GENUOLDESCRIPTIPN- Simbw IXofileds Pa mvr es,melu.d repr.ranv. rknaf • rn ar<r yry:d rTr al mpmMwMl nrmral L'MNIn nnhr FF)'BNn rpnpMirrlfnk NAx v»,edt�vtl.dl'Nl pnlu bN<alurrunlwlriA. AaaLUbn Di lDavN Mrrr 11 CA(DYMLIwn Lag1MIAAry .Me ArmMarnll i�d. Mu L. KpIrW V.uun11 am RS ISPIdv Mdun[I ELECTRICAL MPdr&r dMOn •vu:mnwdaM. vaAad I d.bq aapul hom hlphp9wp whn<430M(ro s1WY(a7 i3Cilpea wlhewwJ,ni ervnlOW brq Bk LFD r:a 13E, nri;krnllr. ilea ILLDaN.s.l<skndnd. wz�ew.Ipaolbdmw l p.d. NO•,,mpgrN kilo N90..n sTHbva. 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M1 M1 M1 M1 M1 M1 �� I IL,M1 iL`�LLLq ry FbfpM:aan o b.rWN wM1<6[nR[M U uw.a >mroaw. a r.a.m:m » ..-°.. a ~~w NwwYY. a 182150 0 .. wabbbmap o •r.�'�walwvr 4YWwl,r mrraW,. U 50 o z5 5o N IXr N4[]IarMVMY.. eQ e. rlAl.e..9•pw O SCALE -= OR EQUIVALENT 1"=50' 22 / 23 PARK I OR EQUIVALENT - 74 Z3-_72_66 65 --------64---- -- --6 --------------- ----- - -- -- -- ------ 4x`n" .Mw r"`wmEla "•.MMa„i `wd RY11E1NL� "NY[L NweNM u9 am.R+N R+ BROWN E $ 2V -b1---- __(____ ___ 1 inch ft. BROINNLEE HEET NO G EL IOHTIN Iw ra1eNNPININRIgNtlUN! vNrNM I CUFFSTONE BOULEVARD ,,� ei�_eiP PUBLIC RIGHT SHEET L101 M 91,R�W FWAY / ■ •" LINE OF EASEMENT GHT � LOCATIOOT AL ENTRY EGRATE W�TH POTENTIAL ENTRY MONUMENT LOCATION INTEGRATED WITH RETAINING WALL DESIGN TO BE RETAINING SLOPES 9RAWINI TYP. I / I / I / � I I / I / 11 NORrHURRI �POTE �° A _ Tnnaoazoo oa ��,,,� 0 — \ - - �. \ EXISTING TREE LIMITS NORTHPoI� TIALENTRY �HARLOTTESI LLC MONUME T LOCATION ; C,-' y� A PROPOSED TREE LIMITS FINAL DESIGN TO BE ETERMINED 0 1 ed 0 A PRESERVED SLOPES SEE CIVIL DRAWINGS "MTaoo TREE PROTECTION > FENCE w C I i R � "' O RC=50L'60 \ 1 w f \ x _ \ g� ' L \ BUILDING #5 '^ CLUBHOUSE _ j \ 42 UNITS CD `-' NI - BUILDING #3 5200 SF O TYPE 2 ' 0m 39 UNITS 65'X80' \ \ \ C' ' a T TYPE4 e 1 x'°�'\ 1♦ 1rare . . K PLACE F OF NNAY V 1 JA� ` POTENTIAL INGAREA LINE O MOHT •. .• #� • e��p�eee oe' -'qee �sOar �'�� "•1ilaLYeJ ?O.eL e.'ees. ►s a1o., _ — — THICKET RUN PL C�S'fl�R�l U SHEET Ll 02 PUBLIC RIGHT OF MANAGED SLOPES SEE CIVIL DRAWINGS POTENTIAL DOG EXERCISE AREA LIGHTING, TYP. 1 ONSITE LANDSCAPE SCHEDULE KEY QTY. I CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 27 LARGE ACER X FREEMAN II 'JEFFERSRED' AUTUMN BLAZE MAPLE 1 ^ _ 1 J' / 8, B+g 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1" / 8' B+g 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1" / 8' B+g 424 12296 PLAC 4 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1^ _ 1^ / 8, B+g 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1" _ 1" / 8' B+g 370 6660 QURU 1151 LARGE IQUERCUS RUBRA NORTHERN RED OAK 1" _ 1" / 8' B+g 1 424 6360 SUBTOTAL 1 991 ISUBTOTAL 39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1" / 8' B+g 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 11" / 8' B+g 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1' _ 1" / 8' B+g 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1 1" / 8' B+g 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 11 J' / 8' B+B 99 1188 SUBTOTAL 1 611 ISUBTOTALl7370 DECIDUOUS SHRUBS VIDE 1 30 NA I VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1 18-24" HT. #3 CAN 131 930 SUBTOTAL 1 301 ISUBTOTALl930 EVERGREEN SHRUBS ILCR 58 NA ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. #3 CAN 16 928 PLOL 67 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL 125 SUBTOTAL 1598 TOTAL 49787 ENHANCED PLANTING PALETTE SEE NOTE 1 EVERGREEN TREE CEDRUS ATLANTICA ILEX OPACA ILEX X'NELLIE R. STEVENS' JUNIPERUS VIRGINIANA MAGNOLIA GRANDIFLORA THUJA OCCIDENTALIS X CUPRESSOCYPARIS LEYLANDII SMALL CANOPY TREE CORNUS SP. CERCIS CANADENSIS LAGERSTROEMIA SP. PRUNUS SP. 0 SHADE TREE ACER RUBRUM LIQUIDAMBAR STYRACIFLUA QUERCUS PHELLOS ��ATrf1_ SMALLSHRUB ILEX CRENATA'SOFT TOUCH' ITEA VIRGINICA JUNIPERUS HORIZONTALIS'BLUE CHIP' POTENTILLA FRUTICOSA SARCOCCA HOOKERIANA MEDIUM SHRUB ABELIA GRANDIFLORA BUXUS SP. CLETHRA ALNIFOLIA ILEX CORNUTA ILEX GLABRA RHODODENDRON SP. TAXUS SP. LARGE SHRUB CORNUS SERICEA EUONYMUS KIATSCHOVICUS 'MANHATTAN' HYDRANGEA QUERCIFOLIA PIERIS JAPONICA PRUNUS LAUROCERASUS 'SCHIPKAENSIS' VIBURNUM SP. ACCENT PLANT CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' PENNISETUM ALOPECUROIDES 'HAMELN' 1. ENHANCED PLANTING PALETTE IS SHOWN FOR REFERENCE TO DEPICT r ? FINAL BUILD OUT LANDSCAPE. 2. ENHANCED PLANTING SELECTIONS ARE PRELIMINARY AND ARE NOT J INTENDED TO BE ALL INCLUSIVE. ADDITIONAL SELECTIONS WILL LIKELY BE ADDED AS THE PLANTING DESIGN IS DEVELOPED FURTHER. LANDSCAPE NOTES: EXISTING TREES TO REMAIN STREET TREES - SEE NORTH POINTE SUBDIVISION SECTION 1 - ROAD PLANS ---o^ TREE PROTECTION FENCING w EXISTING TREE LIMITS PROPOSED TREE LIMITS LANDSCAPE NOTES: 1. 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. 2. 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 SPECIFICATION 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. 3. 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. 4. 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. 5. 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 TRANSPORTATION. 6. 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 MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. LAWN AREAS MAY BE EITHER SEED OR SOD. 8. SEE CIVIL DRAWINGS FOR LIGHTING AND PHOTOMETRIC PLANS. LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W WW.LANDDESIGN.COM KEY MAP MATTHEW V. CLERK Lie. No. 952 05-16-2022 G SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE 1 I SITE PLAN SUBMISSION I 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: = HORZ: V1"50' 0 25' 50' 100, SHEETTITLE PLANTING REFERENCE PLAN 5116202211:41AM ORIGINAL SHEET SIZE: 24 X 3E SHEET NUMBER L 100 LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W WW.LANDDESIGN.COM I I i I I i I I I / POTENTIAL ENTRY MONUMENT LOCATION INTEGRATED WITH RETAINING WALL (1) SN-QUEP (1) SN-QUEP (1) SN-Qv — 32'E/P-E/P ... (1) SN-QUEP 3 I (1) SN-QUEP (1) SN-QUEP (15) SN-PLOL 'x PROPERTY LINE - N M CLIFFSTp PUBLIC NE BOULEVARD 744�E/ E/P RIGHT OF wAY _ - 911 R/W POTENTIAL LOCATION I RETAINING (11) P-ACFR PRESERVED SLOPES SEE CIVIL DRAWINGS COMPACTOR ONSITE LANDSCAPE SCHEDULE KEY QTY. I CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 27 LARGE ACER X FREEMAN II 'JEFFERSRED' AUTUMN BLAZE MAPLE 1 ^ _ 1 J' / 8, B+g 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1" / 8' B+g 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1" / 8' B+g 424 12296 PLAID 4 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 ^ _ 1 ^ / 8, B+g 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1" _ 1 J" / 8' B+g 370 6660 QURU 1151 LARGE IQUERCUS RUBRA NORTHERN RED OAK 1" _ 1" / 8' 1 B+g 1 424 6360 SUBTOTAL 1 991 ISUBTOTALl39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1" / 8' B+g 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 11" / 8' B+g 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1" _ 1" / 8' B+g 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 11" / 8' B+g 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 11 J" / 8' B+B 99 1188 SUBTOTAL 1 611 ISUBTOTALI7370 DECIDUOUS SHRUBS VIDE 1 30 NA I VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1 18-24" HT. 1 #3 CAN 1311 930 SUBTOTAL 30 ISUBTOTALl 930 EVERGREEN SHRUBS ILCR 58 NA ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. #3 CAN 16 928 PLOL 67 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL 125 SUBTOTAL 1598 TOTAL 49787 TREE PROTECTION FENCE CONDENSER, TYP. MANAGED SLOPES SEE CIVIL DRAWINGS LIGHTING, TYP. LIGHTING, TYP. EXISTING TREE LIMITS PROPOSED TREE LIMITS LANDSCAPE NOTES: EXISTING TREES TO REMAIN U"f STREET TREES - SEE NORTH POINTE SUBDIVISION SECTION 1 - ROAD PLANS EF- TREE PROTECTION FENCING w EXISTING TREE LIMITS PROPOSED TREE LIMITS "P" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING WITHIN PARKING AREA REQUIREMENT "SN" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING ALONG STREETS NORTHSIDE DRIVE REQUIREMENT LANDSCAPE NOTES: 1. 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. 2. 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 SPECIFICATION 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. 3. 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. 4. 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. 5. 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 TRANSPORTATION. 6. 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 MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. LAWN AREAS MAY BE EITHER SEED OR SOD. 8. SEE CIVIL DRAWINGS FOR LIGHTING AND PHOTOMETRIC PLANS. KEY MAP MATTHEW V. CLERK Lie. No. 952 05-16-2022 G SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE 1 I SITE PLAN SUBMISSION I 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: = HORZ: V1"30' 0 15' 30' 60' SHEETTITLE MATCHLINE: SEE SHEET L102 516 02211:44AMORIGINAL SHEET SIZE: 24 X36 PLANTING PLAN SHEETNUMBER L101 ,o (1) SN-QUEP d I (1) SN-QUEP =R-BE�411 I (1) R-BENT I I I POOL I GRILLII L F114E I - (9) S COL IL:-1 _"C, F (1) R-BENT o- Y l(1) SN-QUEP V _ o — .,. °��°� (1) R-BENT (1) R-AMGA (1) R-AMGA i ° (3) SN-VIDE __ I z BUILDING #4 I I v 42 UNITS 1 (9) SNALCR TYPE 3 1 V (1) SN-QUEP _� --D BSMT=50 16 t (3) SN-VIDE \ (1) R-AMGA UNiT All \ I 4 v ' \ (1) SN-QUEP (1) P-GLET — (2) P-GLET (9) SN-PLOL \ ° (3) SN-VIDE \ LINE OF SIGHT /\\------ --------------- EASEMENT (9) SN-ILCR �Lde (1) SN-QUEP A (3) SN-VIDE £ � (9) SN-PLOL o (2) P-GLET (1) SN-QUEP o \ (3) SIN VIDE (9) SN-ILCR / I I / I 1 41 NTA (1) R-AMGA I \1 (2) P-GLE1 )P-GLET----------- } P-GLET � I I � a 1 X -- \ (3) R-AMGA (1) R-CECA BUILDING #7 _ \ FIBS - 39 UNITS 36 FILAWN �I FFE=518.85 � 3 R AMGA TYPE 4 POTENTIAL GRILLING AREA i LINE OF SIGHT EASEMENT M _w M V, 0MEN 400ad M a /1 /1 M /1 M 100 00 ,00�' OOY. �0004 _____.pOO;O;i eeeeeee0�000 ' Z � ecoopoeneeeevoovoov OOOOOOO�J�COOOGO�O" THICKET RUN PLACE PUBLIC O RIGHT OF WAY • ONSITE LANDSCAPE SCHEDULE KEY QTY. I CAT. BOTANICAL NAME COMMON NAME CAL/HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 27 LARGE ACER X FREEMAN II 'JEFFERSRED' AUTUMN BLAZE MAPLE 1 _ 1^ / 8, B+g 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 11" / 8' B+g 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1" / 8' B+g 424 12296 PLAC 4 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1" _ 1" / 8' B+B 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1 1" / 8' B+g 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1" _ 1 J" / 8' 1 B+g 1 4241 6360 SUBTOTAL 591 ISUBTOTALI39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1" _ 1" / 8' B+g 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 11" / 8' B+g 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1" _ 1" / 8' B+g 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1" _ 1" / 8' B+g 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 J, _ 1 J, / 8' B+g 99 1188 SUBTOTAL 1 611 ISUBTOTALI7370 DECIDUOUS SHRUBS VIDE 30 NA VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24" HT. #3 CAN 31 930 SUBTOTAL 30 ISUBTOTALI 930 EVERGREEN SHRUBS ILCR 58 NA I ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 1 18-24" HT. #3 CAN 16 928 PLOL 671 NA I PRUNUS LAUROCERASUS'OTTO LUYKEW OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL T251 SUBTOTAL 1598 TOTAL 49787 (1) P-GLEI 1 (1) N saw 04 — I _ BUILDING #6 39 UNITS TYPE 1 10 -- -�,I FFE=512.50 ; (1) P-GLET (1) P-GLET (5) SCR (7) ST—PLOL (5) ST—ILCR (1) R—PLAC — a , v° c M M M M M M w w N 41 m m _m r) h EXISTING TREE LIMITS PROPOSED TREE LIMITS TREE PROTECTION FENCE MANAGED SLOPES EE CIVIL DRAWINGS LANDSCAPE NOTES: EXISTING TREES TO REMAIN STREET TREES -SEE NORTH POINTE SUBDIVISION SECTION 1 -ROAD PLANS ---o- TREE PROTECTION FENCING w EXISTING TREE LIMITS I PROPOSED TREE LIMITS I "P" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING WITHIN PARKING AREA REQUIREMENT I I "SN" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING ALONG STREETS NORTHSIDE DRIVE REQUIREMENT "ST" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED I TOWARDS LANDSCAPING ALONG STREETS THICKET RUN PLACE REQUIREMENT 1. 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. 2. 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 SPECIFICATION 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. 3. 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. 4. 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. 5. 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 TRANSPORTATION. 6. 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 MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. LAWN AREAS MAY BE EITHER SEED OR SOD. 8. SEE CIVIL DRAWINGS FOR LIGHTING AND PHOTOMETRIC PLANS. LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W WW-LANDDESIGN.COM KEY MAP TH 0 I MATTHEW V. CLERK 9 Lic. N0. 952 05-16-2022 SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE 1 I SITE PLAN SUBMISSION I 05/16(22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: = HORZ: V1"30' 0 15' 30' 60' SHEETTITLE PLANTING PLAN SHEETNUMBER L102 516 02211:46AM ORIGINAL SHEET SIZE: 24 ) 6; G" E1se��i�1A.. 1i�'.ytiy 'r01 F I I I I I I I �J E'`"�,. z 1 IB K a WIMIN �I J J 7 II r`E4 .file Aux PAa 39E PxBf CPI�HiNOf WPY I I'I LANDSCAPE NOTES: PARKING LOT AND VEHICULAR CIRCULATION AREA INTERIOR PARKING LOT AREA INTERIOR PARKING LOT TREES 000 LANDSCAPING ALONG STREETS 0 01 82'-0" X \I'\ LANDSCAPING WITHIN A PARKING AREA SECTION 32.7.9.6 PARKING LOT AREA AND # OF SPACES 172,843 SF AND 477 SPACES PARKING LOT LANDSCAPE REQUIREMENT 5% DESCRIPTION REQUIRED PROVIDED PARKING LOT LANDSCAPE AREA 172,843 X 5% 8,642 SF 19,930 SF (11.5%) TREES (1/10) X 477 SPACES 48 75 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 71 71 75 95 100 MEDIUM TREE 0 0 0 0 SMALLTREE 0 4 4 5 EVERGREEN LARGE TREE 0 0 0 0 0 0 MEDIUM TREE 01 0 0 0 SMALL TREE 0 0 0 0 TOTAL 0 75 75 75 100 DECIDUOUS SHRUB 0 0 0 0 0 EVERGREEN SHRUB 0 0 0 0 TOTAL 0 0 0 1 0 0 "P" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 27 LARGE ACER X FREEMAN II 'JEFFERSRED' AUTUMN BLAZE MAPLE 1" _ 1 Jf / 8- B+B 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 " _ 1 J' / 8' B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 "_1J'/8' B+B 424 12296 PLAC 4 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1" _ 1" / 8' B+B 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1" _ 1" / 8' B+B 370 6660 QURU 151 LARGE I QUERCUS RUBRA NORTHERN RED OAK 1 " _ 1 J' / 8' B+B 424 6360 SUBTOTAL 1 991 ISUBTOTAL 39889 ORNAMENTALTREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 "_ 1 J' / 8' B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1 " _ 1 J, / 8' B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 1 J' / 8' B+B 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1" _ 1" / 8' B+B 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1" _ 1" / 8' B+B 99 1188 SUBTOTAL 1 611 pubi OTALl 7370 DECIDUOUS SHRUBS VIDE 1 301 NA I VIBURNUM DENTATUM ARROWWOOD VIBURNUM I 18-24" HT. #3 CAN 31 930 SUBTOTAL 301 SUBTOTALI 930 EVERGREEN SHRUBS ILCR 58 NA I ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. 1#3CAN 16 928 PLOL 67 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL 125 SUBTOTAL 1598 TOTAL 49787 LANDSCAPING ALONG STREETS SECTION 32.7.9.5 ADJACENT ROAD NAME AND TYPE NORTHSIDE DRIVE TOTAL LINEAR FEET 847 LF SEE NOTE BELOW DESCRIPTION REQUIRED PROVIDED LARGE TREES (1/50) X 847 17 18 SHRUBS (1/5) X 847 170 *138 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 18 18 18 100 100 MEDIUM TREE 0 0 0 0 SMALLTREE 0 0 0 0 EVERGREEN LARGE TREE 0 0 0 0 0 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 TOTAL 0 18 18 18 100 DECIDUOUS SHRUB 0 30 30 138 22 EVERGREEN SHRUB 0 108 108 78 TOTAL 0 138 138 138 100 'SN" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT `SHRUBS ARE PLACED FOR SCREENING ONLY ADJACENT TO PARKING AREAS NORTHSIDE DRIVE PARKING TO BE SCREENED 510 LF LANDSCAPING ALONG STREETS SECTION 32.7.9.5 ADJACENT ROAD NAME AND TYPE THICKET RUN PLACE TOTAL LINEAR FEET 396 LF SEE NOTE BELOW DESCRIPTION REQUIRED PROVIDED LARGE TREES (1/50) X 396 8 **10 SHRUBS (1/5) X 396 79 *17 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 10 0 10 10 100 100 MEDIUM TREE 0 0 0 0 SMALLTREE 0 0 0 0 EVERGREEN LARGE TREE 0 0 0 0 p 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 p TOTAL 10 0 10 10 100 DECIDUOUS SHRUB 1 0 0 0 17 0 EVERGREEN SHRUB 0 17 17 100 TOTAL 0 17 17 1 17 100 'ST" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT `SHRUBS ARE PLACED FOR SCREENING ONLY ADJACENT TO PARKING AREAS THICKET RUN PLACE PARKING TO BE SCREENED 82 LF PER APPROVED INFRASTRUCTURE PLAN LANDSCAPING ALONG STREETS SECTION 32.7.9.5 ADJACENT ROAD NAME AND TYPE CLIFFSTONE BOULEVARD TOTAL LINEAR FEET 340 LF DESCRIPTION REQUIRED PROVIDED LARGE TREES (1/50) X 340 7 **6 SHRUBS (1/5) X 340 68 *0 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 6 0 6 6 100 100 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 EVERGREEN LARGE TREE 0 0 0 0 0 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 TOTAL 6 0 6 6 100 DECIDUOUS SHRUB 0 0 0 0 0 EVERGREEN SHRUB 0 0 0 0 TOTAL 0 0 0 1 0 0 *NO PARKING AREA SCREENING REQUIRED PER APPROVED INFRASTRUCTURE PLAN TREE CANOPY SECTION 32.7.9.8 TOTAL SITE AREA 473,933 SF (10.88 AC) PROPOSED LAND USE RESIDENTIAL 20+ UNITS PER ACRE MINIMUM TREE CANOPY 10% TREE CANOPY REQUIRED (473,932 SF X 10%) 47,393 SF DESCRIPTION SQUARE FEET ACRES EXISTING CANOPY TO BE PRESERVED 0 SF 0 AC PROPOSED CANOPY 49,787 SF 1.14 AC TOTAL CANOPY PROVIDED 49,787 SF (10.51%) 1.14 AC 1JAlxmleA�• 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP MATTHEW V.CLARK Lie. No. 952 a 05-16-2022 SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE 1 I SITE PLAN SUBMISSION I 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: 1 "=100' 0 50, 100, 200' SHEET TITLE 511M02211:54AM ORIGINAL SHEET SIZE: 24"X36 LANDSCAPE COMPLIANCE SHEET NUMBER L 103 LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W WW.LANDDESIGN.COM CENTRALLEADER (SEE CROWN OBSERVATIONS DETAIL) TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL, BERM SHALL BEGIN AT ROOT BALL PERIPHERY LOOSENED SOIL, DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN 3" LAYER OF MULCH, NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL (SEE SPECIFICATIONS FOR MULCH) EXISTING SOIL ROUND -TOPPED SOIL BERM 4" HIGH AND 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOTBALL FOR 2400, BERM SHALL BEGIN AT ROOT BALL PERIPHERY BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 1 ) TREE PLANTING 4 L104 SECTION 3/8" = 1'-01, L104 3" LAYER OF MULCH, NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL (SEE SPECIFICATIONS FOR MULCH) 2 L104 3 L104 3X ROOT BALL TREE PLANTING ON SLOPE SECTION SHRUB PLANTING VTRALLEADER E CROWN OBSERVATIONS DETAIL) IGINAL SLOPE SHOULD PASS THROUGH H POINT WHERE THE TRUNK BASE ETS SUBSTRATE/SOIL )OSENED SOIL, DIG AND TURN 1E SOIL TO REDUCE THE IMPACTION TO THE AREA AND =PTH SHOWN BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 3/8" = 1'-01, 3" LAYER OF MULCH NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL 4" HIGH X 8" WIDE ROUND- TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL, BERM SHALL BEGIN AT ROOT BALL PERIPHERY FINISH GRADE SLOPE SIDES OF LOOSENED SOIL LOOSENED SOIL, DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN EXISTING SOIL ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 5 L104 11 3X ROOTBALL 41 SHRUB PLANTING ON SLOPE SECTION SPACING D" -L+ + + + + + + + 0< (Y—*+ + + + + + + + + + + + + + + + + + + + + + + PLANT SPACING CHART 4" LAYER OF MULCH NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK MEETS SUBSTRATE/SOIL SLOPE SIDES OF LOOSENED SOIL LOOSENED THE SOIL, DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN SPACING "D" ROW "A" PLANTS / S.F. 6" O.C. 5.20" O.C. 4.61 8" O.C. 6.93" O.C. 2.60 101, O.C. 8.66" O.C. 1.66 12" O.C. 10.40" O.C. 1.15 151, O.C. 13.00" O.C. 0.73 181, O.C. 15.60" O.C. 0.51 24" O.C. 20.80" O.C. 0.29 LAYER OF MULCH FINISHED GRADE MODIFIED SOIL, DEPTH VARIES (SEE SPECIFICATIONS FOR SOIL MODIFICATION) EXISTING SOIL GROUNDCOVER SECTION AND SPACING SECTION 3/4" = 1'-01, 3/4" = 1'-01, NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE 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. 2. 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. 3. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND T ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. KEV MAP MATTHEW V. CLARK Lie. No. 952 05-16-2022 G SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE 1 1 SITE PLAN SUBMISSION 1 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT' N/A HORZ: SHEETTITLE SECTION 3/4" = 1'-01, 916 02211:NAM �N62 Ulll Wr ORIGINAL SHEET SIZE: 24 X36' LANDSCAPE DETAILS SHEETNUMBER L104 Conservation Plan Notes: Landscape Notes 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. 1992 FENCING AND SNOW FENCE BOARD FENCE © •• ORING CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING ON so TRUNK ARMORING #o TRIANGULAR BOARD FENCE 3.38 Source: Va. DSWC Plate 3.38-2 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE APARTMENT COMPLEX. Planting Notes 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1, The followmaherns shall be shown on the plan: 93 Treestobeseved, ® Limits of clearing (outside driptine of trees to be saved); ® Location and type of protective fencing; EI Grade changes requiring tree wells or walls; la Proposed trenching or tunneling beyond the home of clearing. 2. Morkinor: ID All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking bus been inspected and approved by a County Inspector. 3. Pre-Construclion Conference: EI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Firmament Operation and Storaese U Heavy equipmant, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. Sell Erosion and Stormwater Detention Devices: El Such devices shall not adversely affect Gees to be saved. 6. Fires: ZI Fires are not permitted witlim 100 feat of the driphne of trees to be saved. 7. Task Materials: EI Toxic materials shall not be stored within 100 feet ofthe dripline of Irces to be saved. S. Protective Fenchm: ILI Trees to be retained within 40 feet of a propreadbuilding orglading activity shall be protected by fencing. LI Fencing shall be in place and shall be inspected and approved by a County hxspeour prior to grading or constrcton. 9. Tree Welk: ® When the ground level must be raised within the dripline of a tree to be saved amse well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ILI When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Tre teld", and Tunneline: ZI Whoa trenching is required within the limits of clearing, it shall be done as far away from the marks of trees as possible. Tanneting under a large tree shall be considered as an alternative when it is anticipated that necessary trey ching will destroy feeder roots. 12. Clete EI Protective fencing shall be the last items removed dining the final cleanup, 13. Damaged Trees: 41Domage heel shall be trained immediately bypwting, fertilization m other methods recommended by a tree specialist. NOTE: IT IS E DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION nn REQUIREMENTS. 05/16/2022 CONTRACT PURCHASER SIGNATURE (DATE) 5/l/M PNIe 1 of 1 LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W WW.LANDDESIGN.COM KEY MAP Fi v. MATTHEW V. CLARK Lie. No. 952 05-16-2022 SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE 1 1 SITE PLAN SUBMISSION 1 05/16(22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT' N/A HORZ: SHEETTITLE S/16/202211:60AM B®R0s 5112111 Wl ORIGINAL SHEET SIZE: 24'X36- LANDSCAPE NOTES SHEETNUMBER L 105 1 BENCH 4 BIKE RACK L106 PRECEDENT NTS L106 PRECEDENT NTS 2 � WASTE RECEPTACLE L 6 PRECEDENT NTS NOTES: 1. SITE FURNISHING ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEMONSTRATE DESIGN INTENT. FINAL SITE FURNISHING SELECTION SHALL BE REVIEWED AND APPROVED BY CLIENT AND DESIGN TEAM. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP NTH OF D I MATTHEW V. CLARK 9 Lie. No. 952 '9a 05-16-2022 !• SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. DESCRIPTION DATE 1 I SITE PLAN SUBMISSION I 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: SHEET TITLE LANDSCAPE SITE DETAILS SHEET NUMBER L106 511M02211:54AM R®RIN6 BZ21 Wr ORIGINAL SHEET SIZE: 24"X 0 Lei mat I m M all ej 10 m ILLUSTRATIVE SITE PLAN 05.04.2022 ENTRY MONUMENTS ENTRY MONUMENTS CLIFFSTONE BOULVEARD 4::i k- t G BUILDING 1 0 0 •e� 7ff y�l e..v Vvn` POOL DECK/ CLUB I77�W-1 :4-- :e 'eeediseWYaF<iw e - n BUILDING 4 I I I I I I I � I I I 1- I I - - 4 ----------------- is BUILDING 7 sa.a. t�A won —MEN NEE =on Ems —1 NORTH POINTE CHARLOTTESVILLE, VA • CONCEPT DESIGN I CONCEPT ILLUSTRATIVE PLAN PN 2021201 1 05.04.2022 1 GW REAL ESTATE PARTNERS • •1 LEGEND: II- ■ ■ MINES ■ ■ Ell : PROPERTY LINE L.._..J EXISTING TREELINE LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES 25 0. 25 50 100