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HomeMy WebLinkAboutSDP202200034 Plan - Submittal (First) 2022-05-1611 kitINDYU Df%TKIYC ABADYRACKIYC GENERAL NOTES OWNERS: TMP 03200-00-00-02300 (PORTION OF) NORTH POINTE CHARLOTTESVILLE LLC 261g HYDRAULIC ROAD CHARLOTTESVILLE, 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.88ACRES (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 CULVERTDESIGN. ALSO REQUIRED ARE FEMA APPROVAL OF THE CROSSING, AND A COUNTY APPROVED ESC PLAN AND MITIGATION PLAN, SPECIFIC LANDSCAPING REQUIREMENTS, AND WALL DESIGN DETAILS. SP-2002-72: AUGUST 23, 2oo6 SPECIAL USE PERMITTO REZONE THE PROPERTY FROM RA TO PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL SPECIFYING THE TYPE OF UNITS, PHASING, CONSERVATION AREAS, OPEN SPACE, GREENWAYS AND ACCESS, LANDSCAPING, ROADWAY CONNECTIONS, AND GRADING UTILITY, AND DRAINAGE RESTRICTIONS. TOTAL PROJECT AREA: LOT 2. - io.88 ACRES PROPOSED USE: 279 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (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 2o.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 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. BUILDING HEIGHTS (TOP OF ROOF) = 45'+/- BUILDING HEIGHT (EAVE OF ROOF) = 32'+/- SETBACKS: FRONT: 8' MINIMUM SETBACK & 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 2022. 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 1 AND 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 LOTAREA: 24,900 SF DOG PARK: 1,5oo SF GRILL AREA: 1,25o 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 1.5=194 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT=15o UNITSx 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 OFTHIS SECTION OFTHE 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 OFTHIS 1o.88 ACRE DEVELOPMENT (LOT 2). RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS SURROUNDING THE PROJECTAS PART OF THE APPROVED NORTH POINTE SUBDIVISION SECTION 1 ROAD PLANS. A LANDSCAPING PLAN FOR THE APARTMENT DEVELOPMENT IS INCLUDED WITH THE SITE PLAN. THE LANDSCAPING PLAN SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH SERVICE: ATRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT COMPLEX. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING:179,700SF(4-23ACRES) - (38%) SIDEWALKS: 2o,i6oSF(0.46ACRES) - (4%) BUILDINGS: 2oo,16oSF(2.3oACRES) - (22%) RECREATIONAL AREA: 17,935 SF (0.41 ACRES) - (4%) LOT AREA/LANDSCAPING:156,400SF(3.59ACRES) - (33%) TOTAL:1o.88 AC PAVED PARKING AND VEHICULAR CIRCULATION AREA: 379,700 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 1 DEVELOPMENT AREA. THESE FACILITIES WERE DESIGNED TO INCLUDE THE STORMWATER FROM THIS SECTION OF THE DEVELOPMENT. THE EXISTING FACILITY PROVIDES BOTH WATER QUALITY AND WATER QUANTITY TO TREAT THE RUN-OFF FROM THE SITE. SEE THE APPROVED NORTH POINTE SUBDIVISION SECTION 1- ROAD PLANS (SUB2o16-00092) FOR THE PROPOSED DESIGN OF THESE FACILITIES. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=13,88o SF TOTAL AREAS OF OTHER FLOORS = 27,76o SF TOTAL BUILDING AREA: 41,640 SF REQUIRED ISO FIRE FLOW =3,500 SF NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS)= 1,750 AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG CLIFFSTONE BOULEVARD IS 2,496 GPM AT 98 PSI. SECTION 1E -PHASE A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT Al RFMORI F ('(11INTY \/TRC;TNTA 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 1 570 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 220 WAS USED FOR THE DEVELOPMENT PROPOSED 279 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 2,042 ADT (2,021 ENTER/ i,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. Single Family Multi Family Other AH Total For Unit Tvne 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 %ofAH 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 1 E -Phase A Proposed AHU 42 Phase 1 E - 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 Chadottesville, LLC ZMA-2009-009, SP-2002-72 and ZMA 2013-00007 North Pointe Proffer Amendment Section 8.2 i SITE o¢ 01 J Airport Acres -V Splliri a PROFFIT RD ierrybrook I teens 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 Lioi PLANTING PLAN L102 PLANTING PLAN L203 LANDSCAPING COMPLIANCE L204 LANDSCAPING DETAILS Lio5 LANDSCAPING NOTES Lio6 LANDSCAPING SITE DETAILS 33 TOTAL SHEETS LEGEND EDGE OF PAVEMENT 2x EXISTING CONTOUR CURB 300 PROPOSED CONTOUR PROPOSED ASPHALT PAVEMENT sos.;r Tc PROPOSED SPOT ELEVATION 506.21 EP EXISTING VEGETATIVE/ 7BC DEN07ES TOP/BACK OF CURB LANDSCAPE BUFFER T/B DENOTES TOP OF BOX GREEN WAY BUFFER 506.71 rw PROPOSED SPOT ELEVATION 506.21 BW TW DENOTES TOP OF WALL PROPOSED EASEMENT, VARIOUS WI7N EACH SHEET BW DEN07ES BOTTOM OF WALL Q DROP INLET & STRUCTURE NO. ® PRESERVED STEEP SLOPES DRAINAGE PIPE MANAGED STEEP SLOPES BENCH MARK PEDESTRIAN AND VEHICLE ACCESS a VDOT STANDARD STOP SIGN PROPOSED CONCRETE �4 PROPOSED HANDICAP PROPOSED & EXIS77NG GUARDRAIL PARKING SPACE STRIPING « PROPOSED ASPHALT PROPOSED FENCE STRIPING (DIRECTING O O OO OO 100 YR. FLOODPLAIN TRAFFIC) BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-og AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER 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 MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT7R. CITLLINS'Z r-� Lic. No. 0357911r, P 5/16/22 tvj 9 M4= 4. w o Q to O to L9 W W L W Ul z ti M CYi CA N 00 r N O CY) N N Q LU J J C0 LU Q U r Y LU F_ D LU LU F_ U) F_ LU V CD CD N z Q J LU H� Lf) J Q z H� Li 1 a LU Z LU ri w O F1 O U LU U) 1 / L / Cz G a LU Q LU z w J O� F_ z w w 2 vl JOB NO. 182150 SCALE SHEET NO. 1 C 0 c a M 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 Manaeement ("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"), CWH 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 Timine 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 I 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-lAI, 2-113, 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 2-11). 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 U.S. Routed Southbound 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 — construction of a continuous (h foot wide through lane (with shoulders guard rail required starting a 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. point h en that is 1000 feet north of the southernmost entrance and extending south to Airport Road. a u to Air 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 . 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 rum 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 rum lane Property, and the Neighborhood Investments Property are referred to collectively as the plan for SWM 10 shall be submitted to the ARB at the time road plans are submitted to the Road Imp 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. 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 intemal streets shalt 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 Property if this ZMA is approved by Albemarle 3.1 Total Buildout. The total number of dwelling units within the Project shall not 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 County. These conditions are proffered as part of the ZMA and it is agreed that: 1 the ZMA g () exceed eight hundred ninety-three 893 . Subject to Section 3.2, the building footprints and gross ( ) 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 Management: 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 Adiustments 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 (10°/u), 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 tam 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%°), 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 r Creation of a 40-Foot Buffer alonz, the Entrance Corridor. 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 Within six 6 months after O t r the acceptance ce b the Virginia De artm Pent of Transportation Yon "VDOT" the east so that the additional space is located along North Pointe Boulevard. Notwithstanding the permitting process, the Owner shall contact the Count for a list of off -site opportunities P g p Y pp Albemarle County Court for cross -slope requirements. Notwithstanding the provisions of thisparagraph to the contrary, Pe q g p ary, in Southernmost Entrance t once to SR 1515. of P the ( ) 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 a such mitigation, ttt ation and shall look for g , 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 ,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 i (xi) Proposed Entrance Road between North Pointe Boulevard and U.S. Route 29. (10%). 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 ec ons 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 westbound right turn lane on Proffit Road from Leake Road to U.S. Route 29 as shown on 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 form approved by the County Attorney for such purpose in the 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 on or letter of credit described in this Section 5.3.l(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 attorneys fees. The cash contribution r he letter of credit shall be 0 o t Y 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 ase 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 � Y 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 rou ndabout at the intersection of Leake 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 letter of credit in a form approved by the County Attorney for such purpose in the 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 conde mnation purposes. The cash contribution or letter of credit described in this Section 5.3.1 a 2 iv shall be used to a for the total cost of the right of ()()( ) PY g 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)(iv) shall inclu de 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 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. Completion of the Phase I Road Improvements.W' p 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 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 are a secondary highway. (b) Phase If Road Improvements. 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 H Road Improvements"): (1) Middle Entrance on U.S. Route 29 (Northside Drive East/ SR 1570): i U.S. Route 29 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 turn lane at the Middle Entrance, the geometries of which will be subject to VDOT approval. (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 — ( ) 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 serve properties currently accessing U.S. Route 29 through 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 Improvements. Within fifteen 1 e 5 months after the issuance of the first s 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 primary P P P rY 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: (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 f e ollowin road improvements collective) th 8 p ( Y, e "Phase III Road Improvements") to the extent any such road improvements have not already been completed: (1) Northernmost Entrance (opposite 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 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 hea ds and ancillary ryequipment 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 elementary school on the School Lot, and if not already completed, Owner 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 III Ro ad Improvements, opts all of the Phase III ro ad improvements shall b accepted P e ce red 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 Airport Road-, Provided that the total cash however, 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 SATISFIED. 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 and 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 Pla n for public use provided that such la ke will be available for use b PP 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 SECTION INTENTIONALLY DELETED VIII. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Library. U re ( a) Upon request by the County, Owner shall dedicate to the County the fee simple interest ' s m the land shown on Sheet B e as a library, consisting of a 15 000 square foot full P �', g q Y 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 for the location eq P g, 4 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 Library Parking Lot and/or, if not already constructed, Park H, for purposes of construction 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 constructionstaging. Such street access serving the Library L n Lot and the Library Parkin Lot g an' Y g shall be completed and available for use no later than ten (10) months after issuance of the SCOTT/R. CITLLINS7Z Lic. No. 035791,a 5/16/22 "Aj Q J u a7 ti LU N J z LLI N LL. O 1 N Q N 11 Q I > W Q � J f) LU W ,--I U0 C) J r = U U LU LL1 LU (n D z Ul U) w F_ G LU LU Ce F__Z � Q U) CL F_ a J W w elf z a 0 O CD CD � OU w Cn W LL LL O JOB NO. 182150 SCALE AS SHOWN SHEET NO. 2 M 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 servingBuilding g 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 Map 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 4 ("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 I 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: 3— Z s .e 4 COMMONWEALTH OF VIRGINIA CITY OF RICHMOND NEIGHBORHOOD INVESSTMEEENTS - NNP, 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 fir S 2014, acknowledged the same before me in my jurisdiction aforesaid on behalf of said limited Viability company. Given under my hand this a1 day of 2014. My commission expires: NMA,3? �/ t X [SEAL] Y Notary Pu lic c.�',;• r�l Notary Registration No.: ^ =ri -�" ... <<: A vl Z O F�1 U) M W SCOTT/R. CITLLINS7Z Lic. No. 035791,a z 0 a Ln un LU0 z 0 m w 5/16/22 LD ti co M rn N t N O LN N Ur > LU J J_ > LU 0 Q U Y LU H D U) LU LU U) LU a O O N z Q J LU U) J a z LL_ rl LU t--t U LU U) U) UJ LL LL JOB NO. 182150 SCALE AS SHOWN SHEET NO. 3 M �racrNtr• 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 mix of large, medium and small deciduous trees ranging from one and one- half inches (1'/," ) to two and one half inches (2%" ) caliper and evergreen trees ranging from four feet (4') to sic feet (6') in height; 9. All of the above -noted landscaping shall be shown on the road plans submitted forNorthwest 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 11. If the use, structure, or activity for which this special use permit is issued is not commenced within sixty me months after the permit is issued, the permit shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. q �c't °rN'P COUNTY OF ALBEMARLE Department of Community Development P P 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Peony (434) 296-5832 Fax (434) 9n-4mz Wagner Page 2 of 8 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 undisturbed and shall be protected from development impacts to the satisfaction of the 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 arof eas Project, subject to the restrictions that may be imposed m 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. County's program authority for the Water Protection Ordinance (Chapter 17 of the "Program B. No structural improvements other than utilities, pedestrian and biking trails, and March 13, 2007 Albemarle County Code) (the Authority"); except that the pedestrian paths common area amenities such as playgrounds, picnic areas, hardscapes, and PAR Please be advised that although the Albemarle County Board of Supervisors took action on the August 23, 2006 shown on the Application Plan may be placed in a conservation area where shown on the exercise equipment shall be established and maintained in the open space areas. project noted above, no uses on the property as approved above may lawfully begin until all Application Plan. Storm drainage ouffalls and other pedestrian paths may only be placed Valerie W. Long applicable approvals have been received and conditions have been met. This includes: in conservation areas if the Program Authority finds that no other location is reasonably 6. Aggregate set aside for open -space related areas. In no event shall the total area of Williams Mullen Donald J. Wagner available and that the disturbance is necessary for such a proposed use. open -space related areas comprised of the conservation areas (Condition 3), East Main Sheet, Suite 400 compliance with conditions of the SPECIAL USE PERMIT; & Riverbend, LP GO Notwithstanding the terms of this Condition 3 to the contrary, the Program Authority may conservation areas with utilities (Condition 4), open space (Condition 5), greenway Charlottesville, Charlottesville, VA 22902 • approval of and compliance with a SITE PLAN; and Bo PO Box 5526 approve a utility main within a conservation area, even if it is not shown on the (Conditions 5 and 7), and landscaped buffer areas (Conditions 5 and 8) shown on the • approval of a ZONING COMPLIANCE CLEARANCE. Charlottesville, VA 22905 Application Plan, and the Program Authority may approve other disturbances and/or y_ P ( o ) Application Plan, be less than a total of thirty-five percent 35 /a of the total land within measures as may be appropriate in the Program Authority's discretion to further protect a the Project to be developed for residential uses, as shown on Sheet G to the Application RE: SP 2006-034 North Pointe- Stream Crossing (Sign #g) In the event that the use, structure or activity for which this special use permit is issued is not commenced conservation area. Plan entitled "Open Space and Green Way Plan," dated March 6, 2006 ("Sheet G"). Tax Map 32 Parcel 22K within sixty (60) months from the date of Board approval, it shall be deemed abandoned and the permit RE: ZMA-00-009 North Pointe PD-MC (Signs #97, 98, 99) terminated. The tern "commenced" means "construction of any structure necessary to the use of the AND 4. Conservation areas with utilities. The conservation areas with utilities shown on the The Owner shall reserve for dedication public use a 7. Rivanna preeng p permit." Application Plan shall remain undisturbed and shall be protected from development PP P P a greenway along the boundary of the Project and adjacent to the Rivanna River, between the bound Dear Ms. Long: SP-02-072 North Pointe Residential Uses (SignS #97, 98, 99) impacts to the satisfaction of the Program Authority; except that: the flood plain line and a preservation area (hereinafter, the "greenway") as shown on If you have questions or comments regarding the above -noted action, please do not hesitate to contact Tax Map 32 Parcels 20, 20a, 20a1, 20a2, 20a3, 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, Sheet G. On February 14, 2007, the Albemarle County Board of Supervisors took action on SP 2006-034, North Sherri Proctor at 296-5832. 23 f, 23g, 23h, 23j and 29i A. The streets and pedestrian paths shown on the Application Plan may be placed in a Pointe Stream Crossing, to allow fill in the floodplam of Flat Branch Creek for a road crossing to provide conservation area with utilities where shown on the Application Plan. Other AThe Owner may grant such utility easements across the greenway as are required for A. access for residential development on Tax Map 32 Parce122K in the Rivanna Magisterial District. This based following Sincerely, ly pedestrian paths, other streets, and sanitary sewers, storm drainage ouffalls, and/or a forced main utility and for the proposed uses shown on the Application Plan, each special use permit was approved on the conditions: ` Dear Mr. Wagner: stream mitigation measures may only be placed in a conservation area with utilities if the Program Authority finds that no other location is reasonably available and the with the prior written consent of the County. Erosion and sediment control structures be within a solely to address impacts from I. County and VDOT approval of the final lane configuration for the Northwest Passage the Your disturbance is necessary for such In the and measures shall permitted greenway over The Board of Supervisors approved ZMA-2000-009 North Pointe on August 2, 2006. a proposed use. any event, construction, authorized land disturbing activity within the greenway, except as otherwise requested stream creasingwith the final road plans; P V. Wayne imberg rezoning from RA Rural Area to PD-MC Planned Development Mixed Commercial was maintenance and use of the improvements shall have the minimum environmental by the Owner and approved by the Program Authority. 2. County and VDOT approval of final design plans and hydmlogic/hydraulic computations for the Director of Planning approved in accordance with the attached proffers dated July 20, 2006. An application impact on the conservation area with utilities necessary for the improvements to be stream crossing; Ian/ Ian of development dated June 13, 2006 was approved as art of the rezoning. Please P P P PP P g' established and maintained, and the long-term impacts shall be adequately mitigated. g P q y g B. The Owner shall dedicate to public use the greenway and all pathways shown through 3. The applicant must obtain a map revision, letter of revision, m letter of amendment as required refer to these documents for any future applications and requests on this property. Nothing m this condition shall be construed to obviate the requirements established land depicted on Sheet G as "Greenway"; provided, however, that the property from the Federal Emergency Management Agency (FEMA) and copy the County Engineer on all V WC/aer for stream buffers under Chapter 17 of the Albemarle County Code or shall constitute owners within the Project shall have access to and over such pathways at all times correspondence; 4. County approval of a grading and an erosion and sediment control plan prior to the issuance of a On August 2, 2006, the Albemarle County Board of Supervisors also took action on SP 2002- 072 North Pointe to allow Residential Uses on Tax Map 32 Parcels 20, 20a, 20al, 20a2, 20a3, a waiver of such requirements. the pathways are open to the public. The greenway and pathways shall be dedicated either upon the request of the County, or in conjunction with the platting of the din permit for modification of the existing stream crossin • grading P g g, Cc: North Pointe Charlottesville, LLC 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 29i in the Rivanna Magisterial B. Erosion and sediment control structures and measures shall be permitted within a residential lots adjacent to the section of the greenway to be dedicated. If the 5. Natural Resources Manager rove) of a stream buffer mitigation Lm nor to the issuance of 8 PP P P C/O Great Eastern Management Co. District. This special use permit was approved based on the following conditions: conservation area with utilities sole) to address impacts from authorized land y p greenway and pathways are dedicated by platting, the greenway and pathways shall grading permit for modification of the existing stream crossing; ng P.O. Box 5526, Charlottesville, VA 22905-5526 disturbing activity within such area, unless otherwise requested by the Owner and be set apart on the plat for public use with a notation tha t the greenway and pathways 6. Provide an informal planting of mixed tree and shrub species and sizes to compensate for "proposed 1. Residential mix. The dwelling units within the Project shall consist of the following three approved by the Program Authority. are dedicated for public use. If the County accepts dedication of the lake referenced removed vegetation, and low -growing plants to stabilize slopes in the landscaping "Proposed Virginia Land Trust; Charles Wm Hurt & Shirley L Fisher Trustees types: (a) single-family detached, including carriage house units; (b) multi -family; and (c) in section VI of the Proffer Statement for the Project (ZMA 2000-009), upon request areas" shown on the plan submitted for ARB review entitled Entry Layout with P O Box 8147, Charlottesville VA 22906 other (consisting of townhouses, duplexes, attached housing, condominiums in the C. The Program Authority may approve other disturbances and/or measures as may be b the County,the Owner shall dedicate to public use the access pathway east of the y Landscaping North West Passage Intersection @ Route 29 North" with revision date of 12-04-06. commercial areas and any other unidentified housing types). The minimum number of appropriate in the Program Authority's discretion to further protect a conservation middle entrance and leading to Flat Branch as Shown on Sheet G. 7. Provide large shade trees on the north and south sides of Northwest Passage, along the sidewalk Amelia McCulley each of the three dwelling unit types shall be 205 of the 893 total permitted dwelling units. area with utilities. and space reserved for the sidewalk, two and one half inch (2W') caliper minimum at planting, forty feet (40') on center, for a minimum distance of four hundred feet (400') from the existing Tex Weaver Chuck Proctor 2. Phasing residential units. Beginning from the date of approval of the first commercial 5. Open space. The Owner shall restrict from development p ant all open space areas C. Access easements to the Rivanna River shall be provided as shown on the Application Plan for the benefit and use by property owners within the Project. Pp edge of pavement of Route 29 North; Sheen Proctor building permit, the owner shall record subdivision plats creating a minimum of forty (40) building a designated as greenway, buffer areas and park areas shown on the Application Plan. 8. Provide trees in the median of Northwest Passage, beginning at the point closest to Route 29 lots for single family detached residential units each year thereafter until plats have been This condition shall not apply to development parcels, conservation areas, and D. The Owner shall be responsible for the costs of drafting the deeds of dedication, North that can be approved by VDOT and extending for a minimum distance of four hundred feet (400') from the existing edge of pavement of Route 29 North. The shall take the form of recorded creating lots fora minimum of two hundred (200) single family detached conservation areas with utilities shown on the Application Plan. having required surveys conducted and plats prepared, and recordation costs. planting residential units. If the owner records subdivision plats creating lots for more than forty Wagner Wagner Wagner Wagner Wagner Page 4 of 8 Page 5 of 8 Page 6 of 8 Page 7 of 6 Page 8 of 8 August 23, 2006 August 23, 2006 August 23, 2006 August 23, 2006 August 23, 2006 8. 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 property as approved above may lawfully A. The Overlot r begin until all applicable approvals have been received and conditions B. Extension e O e of Grading Plan shall be drawn to scale not realer h have been met. Space Buffer 30' " atom Pritchett Lane Lots A1- - - nsion to Tax Map than one 1 inch equals 9 PP PP 6 H8 20 L15 34 and N2- 32 Parcel 23HI. In 9 P ( ) 9 ( 5 the Owner the event that an 9 O 4 of the resider )� y bat units 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 ) feat, with all proposed grading shown at contour intervals not greater than 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 line if the distance is less than five 5 feet, from an compliance with applicable PROFFERS; 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: () y possible doorways to dwellings • In • compliance with conditions of the SPECIAL USE PERMIT; include the following: i an informal mix of screening r Application Plan shown on the P trees, loose) staggered, n Plan and identified Ian or from the edges P 9 () ect fifteen 15 PP t ect b the notation "R. es of an made I 9 Y 9 O.W. Reserve f eve) altos a 9 ( Y d or Future 9 Y 9 s shown on the P 1. All concentrated runoff is conveyed • approval of n compliance with SITE feet on -center ii the c e ect across lots using vegetated w Plan the and ce t PLANS AND/OR SUBDIVISION PLATS);and same species of screening trees shall b I Dedication," adjacent s ales or that not be served PP P ) () p g e clustered in groups and 1 cent to the church property identified as Tax Map 32, Parcel 23HI Y 9 9 ect by a stairway, has grades no steeper than ten percent ( o 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 (10%) perpendicular to the exterior wall. approval of a ZONING COMPLIANCE CLEARANCE. drainage structures in a manner that does not result in flooding of 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 not not adequately dispersed before reaching the property line. the southeastern portion of the Project as shown on the Application Plan shall be commenced within twenty-four (24) months from the date of Board approval, it shall be deemed tall shrubs shall be massed to help integrate the proposed plantings into a naturalistic 1. The streets shall be designed and constructed to applicable Virginia Department of q Y P g p p y P / abandoned and the permit terminated. The term "commenced" means "construction of any rural landscape. The features described in (i) through (v) herein define a "naturalistic Transportation public street standards. The streets shall be constructed in included as part of the site development plan application for the appurtenant 2. Overland relief is assured in h v structure necessary to the use of the permit." the event that drainage structures do not function. commercial area as shown on the Application Plan. ry' 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 Overland relief will be considered satisfied if buildings are designed to have 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 1 I v i finished floors at least one foot above low points for an a area which H. An requirement of this condition may be waived by the County Engineer bf you have questions or comments regarding the above -noted action, please do not hesitate to approval of the Director of the Department of Community Development. The Owner shall determines to be appropriate, including the requirement that the Owner provide () P y drainage Y re y q 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 contact Sheri Proctor at 296-5832. measured from the to of the dam, shall include: (i) a justification for the request contained in a certified engineer's Sincerely, maintained until accepted into the state highway system. report; (it) a vicinity map showing a larger street network at a scale no smaller than 9. Extensions. Unless the dedication of public right-of-way a and the construction P 9 on of such Y B. The Count Engineer ear d t allow other drainage structures streets or accesswa s as applicable, r r 2. t uctures e. ri ra ditches one 1 inch are required in conjunction with The streets shall Y 9 Y where equals six hundred Y . PP th the approval be constructed a 9 ( 9 , riprap O red 600 feet iii q 1 al of s close to the property ) q a conceptual PP ert line betty ( )Ian at a s P between the Project � ( )tale no small P Y o ectP smaller and Tax Ma 1 c has been determined this change will not significantly impact usable yards (e.g., than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the ,/ 1 subdivision plat under Albemarle County Code , as applicable, and related sections, or their ping Parcel 23HI u determined by the County Engineer to be feasible cobblestone Swale next to a driveway), where slopes are too steep for vegetated property; (iv) topographyof the ro art at five 5 foot intervals for the property being �I) successors, the following streets or accessways, as applicable, shall be constructed and without obtaining offsite construction easements. The rights -of -way shall be Y)' P P 9 P Y; ( ) property Y () p pe y g t IN / Y rights -of -way shall be reserved for dedication to public use as provided herein: graded as close as possible to the Project property line. swales (e.g., steeper than 33% grades), or where the change would better mitigate subdivided and on abutting lands to a distance of five hundred (500) feet from the impacts on adjoining properties e. matches offsite drainage structure). bounds line or a lesser distance determined to be sufficient by the agent; (v) the V. Wayne ilanning P I g P P ( 9 g ) boundary Director of Planning A. 3. To allow the tom y 1 property locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and Extensions to Pritchett Lane. The Owner shall design and construct a emergency on completion of street improvements to and beyond the ProjectC. Public drainage across lots shall be in storm sewers except open drainage was may (vi the proposed layout of streets and lots, unit types, uses, and location of parking, access ways extensions to Pritchett Lane within the fifty (50) foot wide rights -of -way line, temporary construction easements on the Owner's property and outside of the g p p g Y Y ) p p Y p g, be allowed if the plat restricts construction of a building within fifty (50) feet of a as applicable. In reviewing a waiver request, the County Engineer shall consider located between Lots H-9 and t to t and Lots L-16 and L-17, respectively, as shown rights -of -way way al o dedicated shall be reserved on the applicable final site plan. proposed open drainageway. If a storm sewer is used across lots, easement widths whether the alternative proposed by the Owner satisfies the purpose of the VWC/aer on the Application Plan, subject to the following: The site plan also shall include a note stating that no improvements shall t must be sufficient to allow excavation with 1:1 side slopes on the trench, sufficient requirement to be waived to at least an equivalent degree. In approving a waiver, the established within h n the reserved are a. Within ninety 90 days after eel cat Y ( ) Y t b the q Y room on one side of the trench 1. The emergency c to stockpile excavated materials, accesswa s shall be designed an als sufficient room on Court Engineer d redact to accommodate Count the easements P shall find that requiring tY 9purose compliance with the requirement of this Cc: Violet Hills Association, etal 9 Y Y 9 9 modate a Y, ants shall be granted. No improvements shall be located within the opposite side of the trench to allow for movement of materials, and adequate condition would not forward the purposes of the County's Subdivision and Water minimum Virginia Department of Transportation standard for a public street as the temporary construction easements until the construction of the street room for a backhoe boom to swing. Fences, walls, driveways, and other uses are not Protection Ordinances or otherwise serve the public interest; and granting the waiver C/o Greater Eastern Management Co. determined by the County Engineer, and constructed using pervious parking improvements onto Tax Map 32, Parcel 23HI has been completed so that the need g g Post Office Box 5526, Charlottesville, VA 22905 for the ter allowed within the easements, except where a "hold harmless' clause is included in would not be detrimental to the public health, safety or welfare, to the orderly pavers or other materials sufficient n support fire and other emergency vehicles, temporary construction easements no longer exists. the easement agreement. development of the Project, and to the land adjacent thereto. but that support grass or other ground cover, in conjunction with the construction of Amelia McCulley the streets servingLots H-7 n 4. and L-14, respectively. Within ninety (90) days after request by the County after Tax Map 32, Parcel 23HI Tex Weaver D. No surface drainage may flow r ow across more than three 3 I - I. Th h 9 lots or one-half 1/2 acre, a Owner may r as been u zone Y ( c e request that the P d the Owner shall ) ( ) Ian be amend P dedicate to u Y q amended at an time . e. All amendments shall Chuck Proctor public use the streets and rights -of- whichever is greater, before being collected in a storm sewer or directed to a drainage be subject to the review and approval by the County Engineer. 2. The fifty (50) foot wide rights all right-of-way way shall dedicated to public use upon request way and offer the street for acceptance into the state highway system. way outside of the lots. Sherri Proctor by the County, together with all necessary right-of-way for the fifty (50) foot wide 11. Sanitary sewers. All residential uses shall be served by gravity sanitary sewers; Steve Allshouse rights -of -way to be geometrically connected to adjoining streets as approved by the 10. Overlot grading plan. For all subdivisions with lots less than 15,000 square feet in size E. Retaining walls higher than four (4) feet (measured from the top of the face to the however, basements may be served by grinder pumps. Sarah Baldwin County Engineer. and not otherwise requiring a site plan, a lot grading plan ("Overlot Grading Plan") must Bruce Woodzell (Real Estate) round on the downhill side shall b de signed es red b a professional be a 9 ) al engineer to assure roved b the C 9 Y P e County Engineer prior 9 approved Y or to the issuer Y 9 issuance of a building permi t for a new w long-term d pro it . Retaining incl walls r 'I 9 Y 9 building using a VDOT standard or a pre- 3 . If requested by the County within ten (10) years after the fist certificate of residence on any such lot(s). The Overlot Grading Plan must satisfactorily demonstrate engineered product that includes certification are not required to provide a separate In addition, the Board approved the following WAIVERS: occupancy is issued for a dwelling unit within the H or L sections shown on the compliance with all Erosion and Sediment Control requirements for drainage conveyed professional engineer's certification provided the building contractor provides an Application Plan, and after the property on the east side of Pritchett Lane opposite across such lolls), An "Agreement in Lieu of a Plan" will be allowed for building permits, affidavit that the wall was constructed consistent with the standard. Retaining walls 1. Section 21.7 minimum yard requirement waiver to allow for alternative setbacks in the respective emergency access ways has been upzoned, the Owner shall provided the general drainage patterns and grading matches that shown on the Overlot higher than four (4) feet in useable yards or places where the public might walk must accordance with the application plan; and convert and upgrade the emergency access ways to the applicable Virginia Grading Plan. The Overlot Grading Plan may be revised at any time by the subdivision include a railing similar in design to what is required for elevated decks. In 2. Section 4.2 of the Zoning Ordinance related to critical slopes, as shown on the application Department of Transportation public street standards for acceptance into the state developer or individual lot owners, provided all work can be accomplished within their circumstances where it is questionable whether a railing is required, the County Plan. highway system. Subject to weather delays or force majeure, the construction of SCOTT/R. CITLLINS'Z, Lic. No. 035791,a 5/16/22 "Aj z u ti LU N t co J . � z 1 H� N LLM O 1 ' � I N iii Q N Q LU V / LU ' J > U) LU LU T_1 � z 0 O NJ r Q = U U (WLUl "r LU 1 i DUl U) LU z LUG w olf LL F— U) 0_ J F a LU LULL a ll 0 O O N F OU w VJ L: LU G W a_ LU LLJ ``a^_ vJ JOB NO. 182150 SCALE AS SHOWN SHEET NO. 4 / I as+�/I Avis � E % � � 19060411 / y ✓ I I _- / s � �', � \ ✓ / '� / �i^ ICY_ // � //: � / - ��� ✓ / � -phi �55 i Cw SDMH#113 13'CMP OUT=47( E DRP�NAGW VA itW WIDTH I \-Ims 1 \ \ ' V A EW yARIABLE WIDTH JU ISANI ARYSEWEREASFPP If Y I _ If \ \ 1 1 u / 30 CM OUT 468 8 \ ���, I I / RTH POINT � \ I T�A\ \ ` \ ��\` _ GENERAL NOTES: TNP�2o0-oaoo-ozso \ \ \ \� \ % / / GRAPHIC SCALE,' 1 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE NORTH POINTE j TH \ DEVELOPMEN I, - _ • - / ° a DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT ��.`..v�` �'• !� 1 ORTH POINTE \ OS l cH RLOTTESVILLELLC r „ T \ PARCEL PER FEMA FLOODPLAIN MAP # 51003C0145D. NO p \ \ \ III N . ySS \ I -I s ao ® \ FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. SCOTT R. LLINS'Z ® CLIFFSTONE �\ k 2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. PUBLIC .- F VAR / / A \ \ �s 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL U Lic. No. 035791 _ _ _gl� 8\ \ / (IN FEET) — INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF MIAis A / / // / / 1 �nch = 50 ft. - - UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, ��0 5/16/22 w� I WAY II ^ ¢ R=554 50 h.. r ` \ ,' / / /I \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ARV: : ri -. `/ �� - -� �I / I / 1 \ -- ---- ZONAL E I I \ \ \ 1 CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION w AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY z .. L.O.S. 390' / •-F -- / - ���Mdl� �V v.. v - o \ / R>554. �V - - I A- -- �L �� SEWER STORM SEWER AND WATER -SERVICE PIPING' z _ 50'� r / - ---'ill �I / `J f/l�d�,8 r r r w / -- ---- C> � � „ / I I � � ° - j I A A UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE s Oo — — --,^-- ---- ---- - - 34�.8 • A o N o VARJABLE WIDTH - - _ — V � i �� -1 l I A ��� z 0 o EXISTING - CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED EOF SIGHT.---------- —EXISTING 1o'- '"' EASFM}ENT RIGHT-OF-WAY- - - _ � � /�„ „ \ ... _- � �- _ / I TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES o - _ _ - ASPHALT \ - - --+ \ D.B. ! PG. _ - - -- - - - - - - - - - _ -SHARED \ o \ > \ \ SERVING THE PROJECT SITE. 0 / DMH ✓35 /' , - - - _ - - - - - _ USE PATHWAY \ 4. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED o / 476. �F\ PLANS AND MAY NOT MATCH THE CURRENT EXISTING / 24" MP Iyy_469.61 83 ' - a L, \ 24 CMP/fSUT=469. (//✓ 7) / / 9� TBtQW°\ \ n r y _ \ N --_ TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY \ \ UNDER CONSTRUCTION. z ° 39 ,..�Ou LU °5"# CMP IN=470 Sg 113 / / / A A A \ 1 \ 1 \ n / -- O 1, \ I24"¢MP IN-47.29�1')�A\� V A\\ A,\ - -. A \ �� \ V `- - / �,� "` Q ❑ S) 24"CMP OUT =470.4 5) �\BENCHMARK i ��i1N�tl?J/A- �! —�:,: - --= - --- ✓ ✓:-nA ®I OF 0ELEV.=478.66' 0zTOP w Z 1 3 r /Ft-Z ,-7 / �/ - r r t7� 7= 7�-��� �1_1'- $�__�LU _�_� -- ------- - V/ o' o // / / / /' LIMITS OF EXISTING ALBEMARLE COUNTYIy� / ��� - - - - - MG :-/ / / / / PRESERVED STEEP SLOPES / / ww�� "�I\IIII / l l / // / lull,// ,l / // /'/ // / / / // / / // /r T >� --/i -5�� s.`� ~ LI_ c WWATER HAVE BEEN DETERMINED MANAGED SLOPES / / \ V 1 I / / / / : / / / / / / / / / - - - GEMENT `�y`V IAV�AVA IIII / I / lIl �lil / l / / // i / // / / -/�- --� ' �ss��ss--- 0 / / / BASED ON IMPACTS TO THESE AREAS FOR THE N ,1 ti I lI I NORTH POINTE / / / / 6 � / / / / / _ �--ss_ ❑ N 36'Fic-yc / / / / IINSTALLATION OF THE ROADWAY V V l I \ I / I / I/ l /1 : SECTION 10 ! ' / / / / / 4 / / / / / / / / 7----= _ - _ W P __ •_' / // / / / INFRASTRUCTURE, H PERMITTED UNDER V / / VIII IIII l I I l : I TMFW2aa-00-o0-02300 ,/ / / / / / / c, / / / / I %`-- �_ m V / / L I ll I I ItRTH POINTE / / / / / / / / / 8 / / I o SECTION 3o.7.y(b)h / '� I I / / / l I l i - - - / I \ / y .p / CHA OTTESVILL9LC yl / / / I I 1 ❑ 7 / ppppp O /XISTI 8" i ��yyGG /SANITI'ihYSEWER / I V A I l l I I I I bn -: I I I I I 1 / I o 5 / lip BENCHMARK 191 / A\ \\\ A \ vv 7 v V v v vvvv v �vAvvv� v o w TOP OF D.I. / / / V A v v v \A \\I 1 1 I �I / • I 1 / / v vv v�v� v A \ �v �v I I I l i / / If ELEV.=488.49 / / gem V A V A A \ V A A V A A A \ \ V A II I\ I \ ""�I1'�„I ��/ I 1 / ---- _ ��.....VAA \ „ A A A \ V A V A A v. • /..- a NEW VARIABLE W1pjH PUBLIC ' • 'er DRAINAGE EASEMENT AV�AAV \A A \ A\VA�\v \\v\VvVVAVAAAAVv�v�•Lz�I\ Iv lvl � /16 / 6 / Y v" C(Yn� >\ /15 Lu 0NoYrHPoINTE FUTURE o EMNT nPoE3VNEW VARIABLE WIDTH PUBLIC EXISTINGY2000000-0230o c SANITARY SEWER EASEMENT MENT RIGHT / / / / / / -- __�v A v AV A A A A A \\ •,A �A V V V ,AA A �,. AVv AAA V �`\ .A ,Vv \A\V AVVs�A\V \ VA�\AvAA VVVvVvAA�v A\A Vvv\ vvv / >/ ✓�/i i // i ;/ --�/i�,>/i -/ / / /' /// /✓ ®® t� 3v. NORTH POINT CHARLOTTESVILLE LLC 000p LIMITSOF ALBEMARLE COUNTY 000, EXISTING `PRESERVED STEEP EXISTINGS' (7 SLOPES / SIDEWALKONCRETE PROPERTY LINE O w� V / / / / v / J Fes/ - ---- H� ❑ MEANDERS ±1,390'ALONG THE V. OF CREEK \N1 SDMH#111 //// //// / I /� ///V,//-A//�// "// // //�//✓ �/ / / �.- � /vv!^a j •/ - ^ �M �� - n /��-• V i N #69 O 49554 15"CMP OUT 487.16(# y) o 4 DPE IN=491.77 SOUTH 5CP IN=446.8667 / I\SDM I 15"CMP OUT 49 VARIABLE WID� DRAINAGE 1CIN-487.47�(#111) Q1 ui a❑5 I8EASEME/, D.B. 24 i o EXISTING "-� _ I A V III / / / / i✓/ // / //� . /' / ^ - jhs A _ o REE AV A V A I I �I / // // //� ij^ c / A T LINE ' ---�-� ... . ..,•.�. -. ,. r.- '•:. ... Ig I TOPOFD.I. I�� / \ \ �/////�/ � / o Q -_,'�� _.• _ .:. -.„ L'• �-- ELEV.= C OSS REED PLACE \ BENCH 9539 \ \ \\V A/. 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A �' 35 / . , V , - - �-C-1AP IN=493.72� 75 / / A \ v A A V A� \ VA I Ili( / / L� QS,'b :•/ 1 v = c VAl 118"CMP OUT=489.6 #79) / / / � A\� A\// 1, U / VA � � � I A \$ II 1 � � � � LIMITS OF EXISTING ALBEMARLE COUNTY VA V A V A \\\V AA I I lil I I / / � � �J0 � EW 20' PUBLIC AI PES \ \ 1 _ `4 2.63 - 5 57' / / / HAVE BEEN DETERMINED MANAGED SLOPES \ \\ \\\ \\ \VI I i I I I / < / / / \ , r, u V — �// VA \ I I U A.J PRESE STEEP \VA ( � BASED ON TO THESE AREAS FOR THE .� A \\\ I II I II; I ---° ;' ss J / / //34 1 � �'� � �. '� � o � I V A \ I, � 91 � � � �R-����50 � / / / / � \ \ INSTALLATION OF THEROADWAYV �� I I � I Z \ � I \ \\ \ \\ \ I \ \ \ 4 VARIABLE / / \ \ \ -_ � /-------� VNFRASTRUCTURE, AS PERMITTED UNDER s 6f \\ \\ \\ \ \ r WIDTH PUBLIC / / / / / / / / SECTION 3o.7.y(b)h .I A V A \ ✓ l it / r I / / �' � V I -SANITARY SEWER - _ A A\ I - -- o I/ c /� �_- v� �\ \ / / // �// / _ _ _ 11J o 39 VAIABLETH-PUB- -- NEW 12' �/� DRAINAGE -EASEMENT DR GEul U) Lu EASEMENT cc9 �I/ i/ z 4U I i W RKA o Z wzZ •1' \. \V'' —' �_ v\-A\ �y \— ____r _-_ —_ --- -----v—V_--\--A-- \\ \ AV \\ \ A \\ \ \ \\ v \ \\ '\. \\ \ •`. / C�n 32 q 9IN NORTH POINTE - -——-- — — — — —_ — — — — —— SECTION IA I \TMP0320000002300 NORTH POINTFLu TTESVILLE LCHARLO—� � w- z Lu Y - A n R LL_ sX \ tt��-v�ss - - - - - ,n - _ =305 O'-- /� _ - -S� g1�i'9� \ \ \ \ ,�%�//i��' I/ �r i� n /96. _ — — — _� _ \ \ V �- J lull ------- 7 <� z -- v�� A A_ - - �' '102a\ / �� -� \ V AVM ��/ / -JJ III I/ - i 43 _ \, I < .s / m _ + / --�8_ \ 97- �J6 9 0 ( / 9 O l 5"CMP IA:5V0.88 73 l V A_/ .I •I o " - �, _ �� - -_ --- \ \ 5'CMP-IN,= 2.26� 107 \-� V o C 1 - - _ _ S #1 "- PARK NORTH POINTE _---- 15' 5 CLtt,�•Y 0 �.�,4�(771 --- --- --- _ - SECTION 1C -- — — — — — — — _ 1 P 1 O5 / / — — — / _ TMP o3200-00-00-02300 -•� ' ,�# � / EXISTING - - _ _ _ - - - 15 C'I J 48 7 \.\ EXISTING - `5s- _ _ _ - _ _ - NORTH POINTE 1'[ (# VARIABLE WIDTH PUBLIC I r - - _ ONCRETE CHARLOTTESVILLE LLC I I RIGHT-OF-WAY- - SIDEWALK \ \ \ / � F DRAINAGE EASEMENT _ \ _-_ E SDMH 1'05," J' Z� �� D.B.PG._ \ _ �` 5510o6'i6"W 2' ARV 1 / I \----��/ // ��\\ /"/ / w/ /`�// 0IN l< 2 0 e v o v \ " /. 53 .,.,� ., .,� n n� n n ., ., ., ., :y ., ^ S 7� ., ., ., ., ., ., ., n n n \ ., ., ., ., ., ., ., .,\ ., .,� ., ., ., q „ ` n., "� " n n n� n n s / \s s v ` v/ wV wV �" w v v ��^ v ��^ i i / X j 50 v v A m a ..9\ R=25.o0 520.4 w v v v8" D.I. w/�� v" v V v- �' o L=38.02' 15"CMP IN-511.38( 71 ) / / / / / s / / /�s o / 4"HOPE IN=516.39 WEST �A / z / / s THICKETRUNP CE \ / / " - _ x,•, II .,. BLIC RIGHT OFPWAY r >r ( \ ., b \ / \ / `" / / \ d : 15"CMP OUT=511 2 5 PW 61' R/W SCALE v \ \ V •r NOO/ MH 71 NORPOINTE----�61----�0_— --9 66 64- --- ------- ----- - -- ---- ----��-— "HOPE IN=516.3(SOUTH) TM_34 NORT OINTE578 15"CMP OUT=511.52(#73) n�❑, CHARLOT ESWLLE LLC yi v \\`\ I I I I II I / i 1 Z6+lLl :VIS V m % ss "' ss i � r \ \ V 1 N \ \ �� �vvvvv�v vvvVAvIlll/ / / I \ \l11\ I -----5— V�\A\\V1\AIAId Il � PARK \VV �AAxVA3\\AII I I vv�ivll�lvvl�vv���w�11111�1i ��'� i — `vvvvv vvvvvvvvv vIII�I�vIyvw/ � �/ / /�//i ��' �---vwvvAvAVAAV�\VAAIVIAIIIII�IIIIII�IAI\����/ I I I � i / �/i i �� vvvvV�1AIA IIII IIII IIII 11 AVA)/ I i I�IIII���III�IIIIII�IIIIII�IVA� \y //�//�� � / �'�--mot � \V1 1 1 111111�1111�1111�111111v�1� III I I �// //ice � �� ��—� VA VI III IIIIII�IIIIIV��AIIIII/�� I vv��v�vvv�v `vv vIII"/�I/ W vv v vv vvA vvIII(( / III > VA A W U NORTH POINTE 1 J FUTUREI DEVELOPMENT � - VAVA`TMP032000000-02300 NORTH POINTE 0 co CHARLOTTESVILLE Z LLC \VAi �� i i �� / / / _ ��\ \VAV A\AA AV A\\\VAAAVAA�VA\V A\ \ �1�✓/ \ / \\\ \ \\ \ \ \ \\ \ - ��� AAAA\VA VA �— / 90 / �7 88I 89 — / � A0 C W J — - Ii U W — J H- — Z W _ I I II I - 86 \ 91 I \ I = \ I 8� V 92 ------105 "PARK 93 \ \ 94 V A � I 103 V vv \\ sxss sue S:§ ss - A vv101 v 4 ,-99_ ---98 — -96 v 9 s _ �� �� �� �� \ NORTHg7P0I TE I G SECTION A \ _ _TMP V 9s \ 03200-00-00- 2300 NORTH POI TE V �� CHARLOI VILLE � LLC 78I�-- ----- —�-74- v:9 39 i200 SF 65'x80' POOL BUIL11NG #4 42 NITS btfflffl lt�llllllll�lllllliir��� \ — SWfACIL#Y r I GRAPHIC SCALE I I / IN FEET 1 inch — 50 ft. 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 -- -_ $9b _ ti Lic. No. 035791,E 5/16/22 ¢�'41 1 / C THE ENTRANCE CORRIDOR. \ qR \ 14 s9� I �' V II I IcO1n I I .,y z II'IA/� 71 39 t i I \ i I ICI i I \ \ I \ i II I Ili L Lu nc ji � i j ss � ss r; "—_. > C fi l / lFt1� /i�i��� i �ss�ss — — — — — �I/ K i l %—r--r—t7--7—--i �— — 1 _ r� ss i _ H � � / � / / / � _ ss�ss ss \ i 16 I NORTH POINTE A Lu 9_ // \/�AVAA\V I1� 1/ l SECTION 1D / / ,�+/ \ I I / / I I , TMP 03200-00-00-023001 /AV�VAI� NORTH POINTE I / 7 I 1 CHARLOTTESVILLE � / 6 I LLC, 5 I C-4i 4 1, vvvA I� / ° 6 V � AVA VA\ VAA V�A v1 II I � � v � � /!'" . ,�!,•,• � � � _ ;vvv�wvvvvv;vvwvl�;� vv��Vvvvvv��v� v vvv��v V A 13V / 16L9 vv�vvvv��vvv �v �v ss vV / 15' Lu v vvv vv v\ v v v� vv 14 L ING #5 \\\ \\\�\\\ \ \ \\ \ �\ 1 / / 17 o 42 ITS v14 v v v vvvv v v vv v A 1vx / _ P 2 \ V AA\V AVAV A I v�I / �/ i� /� M 3 </�/ / i --19 o � a 20 o O ^� m 1 /, / N �\ vv vvv v v III / // // /// �/%// // /// // � / r N w \ 21 r� Ni �^ � � N Q //ui / /h Q 22 ^� /ca /ss LLI c SS > ° V V IVN* /// 23 W U v lln/,I,//;// // / / // , Q 36 0 0 O ll J w 35 j Q VAVVVAV�\\AAA \A\VVV���VAVAV�AVA\\�AI�I�;l�il� �II� I�I �I �II I U JU W 34 038 io \\\\\\Ivo a v 00 \\\\ I I \ %X ��af VA \VAI\�\VA y LU � > o G#6 IIIIII \1\\ \\ //`/ / / I i / — I ~ O o 39 ITS ° III 1 V�\\/l `I l 33 % / - E �11 I\I 11j11�1I A/ ll�r l ��� I Y j� PARK /i (� L o ` m V AAVA�\VAVA\ V I/ / �� I ul c9 �� \\\\\\ \\\\\ / 1 I 2 y ` i \ / I I _ 00 1AA�AAVA�\VA\�� v A/ / /� �, _ /i 40 Lu w I v vvvv vvvvvl l �� I I �" .=----------------- f LLI 32 4 Q o 0 W Lu 31 PARK \ \ \ \ 1 r' ' /i / / L a�.. I f '� Q o (D N 43 C IBUID�#7I I A I '%-� s I I s04T 0 NORTH TYPE 4 P6TNT� i — \ 3' PARK \ \ \ �i SECTION IC_� \ i\ TMP 3�200-00-00-02301 ..._ ..._ ,. 0—ORTH-POINTE i/ "P — ------ — — — — — — — — — — — — — — - HARLOTTESVILLE . r ---- ----- v I-Vw J ... 3.: THICKET RUN PLACE 61' PUBLIC RNV / �--7077 — 66 65 -- / -64---- ----- --- ----- ---------- 61---- ------60 ----- ---- ---- ---- &----------- Y 2 0 i r ° S v a UI 53 X cos No. v 182150 0 / SCALE ° ss / 54 /1 "=50' o SHEET NO. n ' 6 N EXISTING STORMWATER MANAGEMENT FACILITY - SEE APPROVED �dWB POINTENORTH SION SECTION iROADPLA S (SUB2oi6-00092) bCIWB If \ \ \ ACCESSIBLE ROUTE I THROUGH THE SITE 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. 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) CLIFFSTONE BOU 48' E/ E/P PUBLIC RIGI IT OFEWA y EXISTING STORMWATER MANAGEMENT FACILITY <ORTH SEE APPROVED NTE SUBDIVSION ROAD PLANS 0092) \ \\ \ \ \ \ 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. EX. BIKE \ \ LANE \ - - I I I I I DISTANCE TO NEAREST INTERSECTION 1 wo1 , (CLIFFSToNE BLVD & I NORTHSIDE DRIVE) =1480' I I I EX. ENTRANCE INSTALLED I UNDER NORTH POINTE 1 I I SUBDIVISION SECTION 1 O MILL/ ROAD PLANS (SUB OVERII�LpAY I EX. BIKE woO I STD. „� 2016-00092)-TYPICAL WP21 I I I :X. ROUND -A -BOUT, :ONSTRUCTED WITH NORT 'OINTE SUBDIVISION ° - _ 8' FRONT SETBACK ;ECTION 1 ROAD PLANS _ 390 — —EX. 6' 3UB 2016-00092) EX. ROW PLAFRTING _ -- �---------- / _ / PROPOSED SEGMENTED RETAINING WALL — — — — — — — — WITH HANDRAIL (MAX. HT=6'), �s SEE SHEETS 11&12 FOR DETAILS. EX. VAR. WIDTH MANUFACTURER: EAGLE BY, DIAMOND PRO SIGHT DISTANCE — COLOR: JAMES RIVER EASEMENT INST. #: / SIGN BUILDING #1 ROPOSEDS GMENTED RETAININ WALL WITH HAND L (MAX. HT=6'), 39 UNITS EE SHEETS 1 &12 FOR DETAILS. ANUFACTUR R: EAGLE BY, DIAMO ID PRO v TYPE 1 A OLOR: JAME RIVER \\ \\ e \\ e (P) ADA HAND. (P) 4 CONC. ADAACCESSIBLE \ \ PARKING STEPS, SEE LRANCETO SIGNS DETAILSHEET 21 \\ \\ EX. VAR. WIDTH \ \ I (P) 4 CONC. ACSA UTILITY \ STEPS,SEE ^" \ \ EASEMENT \ \\ \ \ INST. #: \ DETAIL \ \ ...,. \ \ ¢I SHEET21 q p 50 22 TYP \\ \ EX. NORTHSIDE DRIVE \ �I 3'R 8' 8' PROPOSED (P) VDOT 31R CURRENTLY UNDER 3z'EP LL� BUILDING \\ \\ CONSTRUCTION. ROAD \ s o / _E/P I 6' CONC. S/W STD. CG-6 0 \ \ APPROVED WITH NORTH \ ° 36' F/C_F/C �R 00� 39 UNITS 6: (P) NO Q I}— \ POINTE SUBDIVISION SECTION 1 ROAD PLANS \ TYPE 1A PARKING O 4 (SUB 2016-00092) R SIGN 2'R 3 DESIGN SPEED: 25 MPH ti5 2'R 2'R o J 2' R O2 h \1 L)3' PAR ING OV RHANG o �.a°.7 16 ,) ADAACCESSIBLE Z —16— ' 16' (P) VDOT� �Q ENTRANCE TO STD. CG- I J 15 � 3 R Q-i PARK z Y ® 10 d �am I i m m Is - F a 4' G SS 3'R EX. ROW PROPOSED } 3'R , . `( EX. 6' 6' CONC. S/W H PAR ING •�:,% F PLANTING OVE HANG STRIP I (P) VDOT STD. CG-6 18' 26' 16' Fj41:: F IMPROVEMENTS FOR _ 3 TIE-IN CONNECTIONS (P) NO AT ENTRANCE PARKI ST SItj O7 (P) MILL/ o �� .. PROPOSED TF a I ° OVERLAY VDOT2 R - 'R T 9' 9' HTIYOP � &BRICK ENCL ° STD. WP-2 11 .+ ST G-6 SHEET 24 & Al I (APPROX. I O ,tcL I _— 12 R BRICK ENCLO 16'w x 100'L) 3'R 3 R y~(P) CG-12 2'R MINIMUM OF E ' 0 TYPE B (P STRE T IN REPAIR EX. SAN FOR 5' I / I PARALEL) S/ PAR DING 5 R ° COMPACTOR CONCRETE SIDEWALK " 8'R 2'R 3'R ADA MP R 25'R GNS (P) CON N I / O 10' (P) VDOT STD. 3' P VAR. ° • ' DRIVEW/ ( ) NO R1-1 STOP / I DUMPS 1 ' 2 ' ®TYP. p RKING O SIGN 31R MAIN nil, APRONT R o3'R � - - BUILDING HEET2 / I zSR / I zSR 2r ADAR\ / 1 (P) CIS AII -12 � (P) CG-12 _ _ _ - OT h '. .. P VDOT STD. - TYPE A LL TYPE A ) CG-12 - - S CG-2 2 ry / I (P) CG-12 `p R1-1 STOP SIGN (PARALLEL) V (PARALLEL) B R / TYPE B ! j oO ADA RAMP LL ADA RAMP (PARALL L) O / (PARALLEL) � d R ry 2 R ADA RA (P) VDOT \ O® (P) 4 CONC. _ / ADA RAMP NORTH POINTE l I STD. CG-2 VDOT STD. STEPS, SEE (P) FUTURE DISTANCE TO NEAR/EST I \ (P) STREET R1-1 STOP DETAIL O (P) NO SHEET 21 DEVELOPMENT INTERSECTION / � �' SIGN � SIGN TMP 03200-00-00-02300 (CLIFFSTONE BLVD & �= 3 R (P) VDOT STD. SI NKING3,R NORTH POINTE NORTHSIDE DRIVE) = 375' 3'R (P) 12 R1-1 STOP (P) NO CHARLOTTESVILLE LLC 1 0 I W (PA LLEL SIGN SIGNS PARKING 3'R ry 0 — 5 TYPE B 0 R ) (P) VIJOT STD. CCU-6 I 1 ADA RAMP U 3'R ��� ADA ACCESSIBL IMPROVEMENTS FOR g ir 8' 8' '°�, ENTRANCE TO TIE4NCONNECT yDNS o �[J° I 0 _ �,7 BLDG#5 NOTE:F AVENTRANCE 1 I ® �iL LEVELI /LLI O ¢ 11 r AN ADA REPAIRrTi S F R 5�I _ 3 R N RAP I EX. STREET TREES TO B / CONCR SI LKi WF- (P) 8 CONC. :. (� �.L D ATE z STEPS,SE ' PROPOSED (P) CG 12 ` AC S: INSTALLED UNDER NOR�H CONNEON --- INSTALLED -ETAIL 6' CONC. SM FP m m .g TYPE B / POINTE SUBDIVISION / > COm (PARALLEL) SECTION 1ROAD PLANS WQ ---- SHEET21. liADA � ADAACCESSIBLE PL ANS (SUB 2016-00092)-TI . .•,_ y O 10 1$ _ BNDRA ICE TO YFjICAL I 2' G SS — 1 PARK NG 'L ovE ANG — MAT HLINE -SEE SHEET 6 _o C7 16' 6' 18' _T - I CLUBHOUSE ti$ Ii—cc BUILDING #3 5200 SF 15 39 UNITS 65'x80' 3'R 'A z m I 19 �p --- ----� CL m TYPE 4 0 NORTH POINTE I i ,enwe w 16'7I 135'L I I ° ,pl I I I I TIE-IN TO E S �- TRAIL WITH NE CONCRETE CG-121AD 75 RAMPS AND ASPHALT - TRAILASSHOWN I I I I I 48•F� I V EX. BIKE � I I LANE \\� Lic. No. 035791 LL, 5/16/22 ¢�'41 z w F z 00L z L w o! � H � W R1-1 I 0 I I _ c \ \�9 N 7_ �\ CONNE T GRAVEL F (P) NO \ TRAIL W Y TO NEW o 0 PARKING PORTIO OF ° SIGNS \ \ A HALT PATH ° L9 o8aee oaae ° \ L I..I ti \ \ — C C V) o (P) NO J o PARKING I , , I 3 SIGNS o /------- \---- - - Q 14 _ o PA i cv LL— > o w (P) TREE CV o PROTECTION / w CV Q 4 FENCING NORTH POINTE \ Q w o SECTION 1 D > V TMP 03200-00-00-02300 - Q ° NORTH POINTE LLI c PROPERTY BOUNDARY (TYP.) //�\\ CHARLOTTESVILLE LLC ION o /\\ 11 > Lu° LLI rl \ \ I c o \ � Z z O `o EX. CLASS'e 1PACTOR PEDESTRIAN TRAIL, EE DETAIL PART OF THE NORTH ✓DINGS. POINTE OVERALL \ -- ,LL BE A o DEVELOPMENT \ \\ \ \ _ U {T \\ \\ \ \ U L u o \ \ o 12 w (� c \ \ \ JL EXISTING \/���/// EX. TREE \\ \\ z PRESERVED \ LIMIT (TYP.) \ \ ul U) w SLOPES TO \\ \\\ \\ G z REMAIN \ LLDf w \Lu z z \ \ \\\ Q w \ \\ \ (n 0 z \\ \\ \ Q o \ o v z \ \\ (QE'� H� n o V v (P) TREE \ \ O O PROTECTION \\ \ O � FENCING \ \ v o \ \ s E o z w � x o \ \ JOB NO. w \ \\ 182150 0 DING #5 o GRAPHIC SCALE / SCALE ° UNITS >'PE 2 30 0 5 ,o / 1"=30' c / SHEET NO. n ( IN FEET) / y PROPOSED 1 inch = 30 ft. 7 s ENT IMP OVEMENTS OR •• II I to / ,,� 11 r RANGE TO `� PROTECTION \ :. ti 8' 8 TIE N CONNECT Ns - ---- (� LDG#5 FENCING NOTE: VISIBILITY OF ALL MECHANICAL \ I (^ NOTE: ALL LOWER AT ENTRANCE �\ - ® �iL LEVEL UNITS HAVE 10- EQUIPMENT FROM THE ENTRANCE\TH OF J O \ AN aVALKAN AR � CORRIDOR SHALL BE ELIMINATED. REPAIR X.S F.R I i_________ �I� 5 :; .., 3'R `� .:t,.. DEWALK AND AR \�� \\ C, (P) S coNc.N AN A \N MECHANICAL EQUIPMENT FOR \ \ EX. STREET TREES TO B CONCR TE SI L Z STEPS, SE PROPOSED (P) CG-12 O AC ASS BTED OLE ROUTER �� \ \ INSTALLED UNDER NOR H CONNE TION I W ------ TYPE B / \� BUILDING #3 IS LOCATED ON THE \ \SCOTT R. LLINSZ POINTE SUBDIVISION } I - m I DETAIL 6' coNc. S/W m m \� ROOF AND SHALL BE SCREE ED FROM N 0357 ,� SECTION 1 ROAD PLA Lu Q SHEET 21 (PARALLEL) ADAACCESSIBLE N \ (suBzols-000sz) -TY CAL A= I ADA RAMP O �� �� BLDG#SCETO \ THE ENTRANCE CORRIDOR. \ Lic. 1 91 LL 2' G SS --- \\ .00 5/16/22 w4 0 C) I PARK NG 6 a% \ \\ O�ss7 ON Lu I OVE HANG MATCHLIN SEE SHEET A v orrAL w I 16' 618' -CLUBHOUSE �; BUILDING #5 z �-+ I ti 42 UNITS w BUILDING #3 5200 SF I 15 39 UNITS 65'x80' 3,R �� TYPE 2 / o Z CIOI 19 } TYPE 4 B �j // - a I F e / o NORTH POINTS i O� PROPOSED FUTURE I (P) ADA HAND. A �• DEVELOPMENT I of R TYPE B R AIMING WALL ITH / / Z o w PARKING 3'R (P) CG-12 �A s • GMENTED / 0 TMP 03200-00-00-02300 I 3 SIGN (PARALLEL) '. HA RAIL (MAX. Hi=6') ;yp' NORTH POINTS I QAOAAccesseLE ADA RAMP o / / w _ CHARLOTTESVILLE LLC BLDRA3cero (P) Y I P) VDOT PARKING // 1 4 p 250 N s P Q I STD. CG-6 - - 6'R SIGN d •��po. W / U p r CROSSCREEK PLACE EX. 6' cR zI �R (P)cG-1z _ FIRE PIT z1 ti6 // // Z o z PLANTING I TYPE B [ O 3'R (P) VDOT ®. / // O Uz s PUBLIC RIGHT OF WAY w R (PARALLEL STD. CG-2 O fUl 61' R/W STRIP U �I 3 ADA RAMP POOL DECK ® I ~ w CD 3 J 12,735 SF t' :' R PARK 1 L o rn } zR - m o o i o H- 3, GRILL AREA y 0 O :i .. 14 17 It STD. CGT2 PARKING W z CONSTRUCTION FIRE PREVENTION NOTES: ® rl SIGN 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES ° <n ° �I 4 STEPS, 8 GONG o CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE w ° I 2' G SS _ .-.•. , ; , _ , . (P) VDOT STEPS, SEE I o ° I PARK( G > ,. • STD. C - o AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA `a ° DETAIL STATEWIDE FIRE PREVENTION CODE. - I OVERHANG Z4 ' 18' 18' 26' , SHEET 21 I I o 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE \ ""' �•"° _,"„ �• • . I - RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA \ NOTE: ALL i LEVEL UNITS FACINGG THE I o: STATEWIDE FIRE PREVENTION CODE. ^ I AMENITY AREA HAVE _ o_ 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR \ ywP.. AN ADAAccesslBLE - m } ®® BUILDING #4 �O (P) VDOT ENTRANCE TO THE _ D_ D_ ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL STD.CG2 SIDEWALKANDARE 42 UNITS > o t}- O1 F CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN n v, - \ II LocnreD ON AN ADA F PROPOSED SEGMENTED I ---� N o m 1 ACCESSIBLE ROUTE o 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT n A TYPE 3 RETAINING WALL WITH HANDRAI'_ w o 2 CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER -4 m \ I „' OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 61NCHE5; THIS ACCESS \ p (P) ADA HAND. 35 ) SEE SHEETS 11&12 FOR DETAIL91. I \ ° MAY BE VIA PERMANENT OR TEMPORARY ROAD BUT SHALL BE N v PARKING ADAACCESSIBLE ADAACCESSIBLE 16 to MANUFACTURER: EAGLE BY, ' �1y • \ 16' 6' 18' ENTRANCE TO ENTRANCE TO DIAMOND PRO ° CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER \ mn I ADAACCESSIBLE SIGN BLDG#4 BLDG#4 BUILDING#6 COLOR: JAMES RIVER 2 CONDITIONS. ^, N ENTRANCE TO -1 I 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS \ o \ R BLDG#' 42 UNITS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. \ 1 3%P TYPE 1 _ I I Q _ 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL o BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS O I JARRIVE ON SITE. qq(P)ADA HANDa (�23'R 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THEUBUILDING ATTHE END OF EACH DAYAND DISPOSED OF IN TYP \ (P) G-12 SIGN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. \ \ 3R TY E B LLI g' g' (P) VDOT 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE \ (P) VDOT (PA ALLE ----STD. CG-2 APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR \ STD. CG-6 AD RAMP '� 1--I )VDOT BENTLEY CIRCLE > c�i LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN - Y o \ \ N EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; \ STD. CG-6 3'R 3'R 3'R O U \ \ N ° HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS J s ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA \ 'O 2'R STATEWIDE FIRE CODE. \ � \\ 13 8'R eo 27 P 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL 3 O (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 \ F ;`_ S PARKING ~ 9. 22 (P) SAV 5' C NC. TYP TYP \ Q 3 L (n \ N ENTRANCE TO 7VDOT < LU I STD. CG-2 0: o ID (] 0 : I I CV ° \ VERHANG 31R 1 3 R 3'R TYPE 612 D o I 04 Q 94 \ \ (P) VDOT o ADA RAMP � F 0) F Q w \ �WJ STD. CG-2 (P) CG-12 (P) 6' CONC. EX. NORTHSIDE DRIVE CURRENTLY UNDER (P) 6' CONC. TYPE B SIDEWALK o CONSTRUCTION. ROAD APPROVED WITH \ \ R SIDEWALK (PARALLEL) Q = NORTH POINTE SUBDIVISION SECTION 1 - 3'R 31R 8' AD RA P 3' 26 L1_I - ROAD PLANS (SUB 2016-00092) 16 000 o I J = N L - _J DESIGN SPEED: 25 MPH / \ 15 10 TYP / J - ------ - - - --- / 2 EX. ROW E1 0 �� 0 0 0 0 o o o o °° Ol F r-I / 5\ I I LLI a - - - -- If T "SIDE ALK (P) e° S/W EXISSIDETING 5' NC. S/W. ALKTO` (P) 6' CONC. , PROPERTY Q REPLACE PORTION OF (PI 6 CO (P) ADA HAND. ADAACCESSIBLE SIDEWALK (P) VDOT Q Q EX. S/W TO CRaATE (P) GRILL/ STEPS, E PARKING ENTRANCE TO STD. CG-6 BOUNDARY (TYP.) J F1 J 3 LANDING EIP OUTDOOR DETAIL SI N BLDG#7 © R 2 EIP AMENITYAREA SHEET2 BUILDING #7 3' 31R QLu _JO 99 98 97 96 9� 3 36'FIC-FIC %,� 39 UNITS p, - o (P) DOG PARK I U W v \ TYPE 4 ° PARKING SIGN LU v NORTH POINTE \ON 1A\ o {J� 3'R o o PARK 29 TMP 3200SECTI00-00 02300 I / \I TYP C 3 R NORTH POINTS w U o SECTION 1C NORTH POINTE / (P) VDOT o CHARLOTTESVIL E LLC \ STD. CG- I TMP 3200-00-0 0E2300 - ~ . � NORTH POINTS -________________ _ 8'FRONTSETBACK ________ _____ ____ J CHARLOTTESVILLE LLC � U) Lu 0 G 0 z o. W�y� _ o °. / ep.. 1. _--__ I ?>pe . I ^°po . I •°a�Lu Z_ LLI , ° N Z (19) ON -STREET SPACES AVAILABLE ADJACENT TO SITE (38o' TOTAL) w U) z PROPOSED SEGMENTED RETAINING WALL °-' m EX. 6' PLANTING STRIP J THICKET RUN PLACE EX. ROW Q WITH HANDRAIL (MAX. HT=4'), 00 SEE SHEETS II&12 FOR DETAILS. PUBLIC RIGHT OF WAY T m Lu Lu EAGLE BY, DIAMOND PRO 61' RAW n T COLOR: JAMES RIVER v : 1 1'. ae vs: \ NOTE:77 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. • • . ° -' °'• - • °' ' ° - ' ° ° ° -' • ° ' - - '" n v 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. ° fV 3. (D REPRESENTS ONE PROPOSED PARKING SPACE. Q 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THANI3'-6". �� 66 65 L--- -----6 ---------63---_ ----- 62-----------61-----------60----- -- o x S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. (V °' 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 TREE a 7. SEESHEETSFORCOMPLETEPROJECTBOUNDARYDIMENSIONSANDMETESANDBOUNDS. EXS S T BE EX. THICKET RUN PLACE C RRENTLY 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 UNDER CONSTRUCTION. F CAD APPROVED ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO w o u J H g. VISIBILITY OFALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. SUBDIVISION SECTION1ROAD WITH NORTH POINTE SUB (VISION SECTION INSTALLATION OF E/P,DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING ~ c io. 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 2016-000 2) -TYPICAL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS O ~ ii. 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. 1 ROAD PLANS (SUB 2016- 0092) 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 I Z w p w � 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. a WITHIN THE APARTMENT COMPLEX. NORTH POINTS 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 NOTE: WALLS WITH HEIGHT OF OR GREATER SHALL JOB NO. w AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. REQUIRE HANDRAILS. SEE DETAIL, SHEET 21. ° 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEETS 2-4. TMP 03200-00-00-02300 182150 .N 15. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. NORTH POINTE o 16. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE APARTMENT COMPLEX. CHA LOTTESVILLE LLC GRAPHIC SCALE SCALE IT SEE SHEET 21 FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. 30 o i5 ;o fio J. 1 aa_'7oa cp VDOT NOTES: .J u, c i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. SHEET NO. a 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. 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HT=10') \;N oSEGMD RETAINING WALLS rA �DRAINAGE DESCRIPTIONS s1°sc0zPIPE INFORMATION INLET INFORMATION WITH HANDRAIL (MAX. °STR. NO. DIALENGTH' SLOPE INVERT INVERT MATERIAL IN Curb SLOT RIM HT-15') (in.) IN OUT Type LENGTH ELEVATION ®0 o LET PE ROPO EDP Z22 DI-36 CG-6 10 510.96 BUILDING #6 2 R 21 15 152.91 C 504.68 498.24 RCP sos.,ETAIN NG WALL,.,..,., xx,.a 39 UNITS E 20 DL3B CG-6 10 505.06 (MAXH =33) <°�.....a ----- 6 6 HDPE 5$ TYPE 1 --......1 19 C 498.14 497.22 RCP ROPOSED DL3C CG-6 12 502.17 )Jsi zs SEGM N 18 P 51 RETAINING'W ALL 16 DlvB CG-2 6 499.07 R-7 PT 15 15 87.89 C 490.45 488.80 RCP .siiPer .17 15 160.31 C 497.12 494.00 RCP sDl.z /Tc1zz s1(MAX. HT=3�A/ x 14 DL9B CGS 494.11 VARIA LE T 512.�2e 512.75 M PUBLIC 22 Co13 15 48.20 C 488.70 485.08 RCP ASBENTLEY CIRCLE 12 DI-38 CG-6 10 491.25 r su.45Tc D.B. P 95EP 510.636 Y° \CIO o 11 15 74.90 C 483.98 479.81 RCP 512.77E10 DI-36 CG-6 6 485.27 0 >3EP 9 15 88.71 C 479.71 473.25 RCP Q v 51280s 8 DI-3B CG-6 6 478.46 5 .40 a3OEP 7 18 49.92 C 471.50 469.19 RCP . -LL- 6 DI-3B CG-6 4 474.96 .. 511.28E RCP 5 18 13.00 C 465.09 464.60 PROP D ADA 4 MH 472.86 4" ROOF DRAIo ACCESSI (TVPJ / Q3 18 80.60 C 464.50 461.25 RCP PATHWAY fl p DR,-_2 MH 46700 / 1 18 40.50 C 456.28 452.67 RCP /YD o PRO 517.1 517.15 515.72EP z LU Q z1e 26 -3CG-6 6 Yo J SEG 6 \ REM sss sTc 51 -TC asT 1aT 1a 94025 15 33.34 C 465.89 465.60 RCP 73 �j 24 DI-36 CG-6 4 473.02 EX EP R�ET vlazs YD 23 15 51.96 C 465.50 465.19 RCP ....:E ,•HDPE LU . ...N. 5ssNT� 520 azDax: yROOF DRAIN ° DI siazo 36 ROPERTY O 35 15 80.65 Cr 482.87 481.92 RCP - BOUNDARY . STD. CG-634 DI-3C CG-6 10 488.06 \ 127.58 C 481.82 480.43 RCP BUILDING #7 2 0 32 DI CG6 485.33 39 UNITS U FFE=518.85 a C) LU W3Q �� TYPE 431 15 24.04 C 480.33 479.67 RCP 519.25Tc30 DI-3B CG-6 6 485.02 s1s.7sEP 29 15 26.22 C 475.00 474.10 RCP o PARK v DI-3CG-6 s a7s.7s 524 NORTH POINTE 00 27 15 31.79 C 472.58 471.60 RCP .>src LJ A SECTION 4 ROOF D DRAIN CAL T-0. GG- ECO (P) VDOT 3 00-00-00-02300 77T - 6 HDPE2s PROPOSED tl azo LE V^O INS (TYP.38 DI-3B CG-2 8 491.55 NYLOPLAST R �8' R�OTTE VIL LU 519BW, 522TW 519BW, 524 LLC 37 15 41.02 C 484.67 484.08 RCP A 44Y. 'HDPs• DCE - o � z Ul VARIABLE ID °° - _ _ - - > s - ag• 3 Z. PUBLIC DRAINAG - ao d' ( ' �P; I I I °p"= .� lP"�•_ %�a.. 2y l o°o.. �o.. °°o,PD . (�°o.. �P. Z °• 40 DI-36 CG-2 4 501.22 � EASEMENT ,._ -� � � ° � - � ° P � � 39 15 64.58 C 493.70 492.50 RCP D.B. PG. -{_ \ D I \ ° w w M M m_ 11 �'� T� M M M M M M M M M MG M- - M M M M M M M M M M M M M M M M M� M M M M ie M M M \ PROPOSED V A \ V A \ z SEGMENTED THICKET RUN PLACE ( EX.6'PL}�.NTINGSTRIP EX. \ \ V A o 58 DI-36 CG-6 6 511.52 RETAINING WALLS PUBLIC RIGHT OF WAY \ / / / / / / 57 15 151.23 C 507.24 506.31 RCP (MAX.ITH HANDRAIL 611 R W LU � `o 56 DI-3C CG-6 6 5 22.23 - / . a e 0o55 15 87.01 C 506.21 505.54 RCP a z 54 DI-3C CG-6 6 510.23 53 15 62.71 C 502.21 501.38 RCP \ D J J / -- - - 52 DI-36 CG-6 6 508.12 \ �� \ / / / / / / \ c ^ \ V c' \ \ G q V A O 51 15 171.70 C 499.52 493.70 RCP �� � / / 7- / /�6 �rj L--- -�---Nam#--�------�cr� --- ----- ��--- ----- �L1-----�-----�- � v V / \ --- 50 DI-313 CG-6 10 500.54 as 15 146.29 c 493.60 489.20 RCP \ \\ / / / Ex. STREET TREES T BE / / / \ A NOTE: SLOPES GREATER THAN 3:3. SHALL E PLANTED WITH NATIVE 48 DI-36 CG-6 12 494.04 / / / INSTALLED UNDER NORTH POINTE / / EX. THICKET RUN PLACE CURRENTLY \ \ / / / UNDER\CONSTRUCTION. ROAD APPROVED \ \ STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION L 47 15 22.97 C 489.10 487.67 RCP A / / SUBDIVISION SECTION I ROAD \ t .L / WITH NORTH POINTE SUBDIVISION SECTION \ SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. F V / / PLANS (SUB 2016-000 2) -TYPICAL \ 46 DI-3B CG-6 4 492.55 / / 1 ROAD PLANS (SUB 2016- 0092) \ \ w F- 0 45 18 28.68 C 487.57 487.25 RCP V / / / / DESIGN SPEED: MPH v v V A NOTE: NO PARKING LOT GRADE SHALL EXCEED S% 0 z i o 44 DI-3B CG-6 6 492.22 \ i / /NORTH POINTE \ " 43 18 49.99 C 487.15 1485.35 RCP / / / / SECTION 1A V A JOB NO. 42 MH 490.60 / TMP 03200'Q0-00-02300 182150 V A o \ / / / ORTH POINTS V A \ \ \ �LE scale ° a1 16 1s.o7 C a63.00 a82.sa RCP \ / CHA LOTTESVIILLE LLC \ \ GRAPHIC SC / A A \ \ 9\ ° \ 15 30 6 lo1 "=30' o 60 DI-313 CG-6 8 491.05 59 15 29.92 C 486.16 485.35 RCP / �• \ V A A A SHEET NO. a V A \ \ ( IN F ET) 12 �------------------ - - - _ \, � v 1 inch = 30 lt. � ILy 1 \ - p /'i GRAPHIC SCALE / / - / / / % �r / ✓ / / \\ \ \ _ / III / I { SCOTT R. LLINS'Z /PUgSTONE---LEV '-• I 1���I-�V^\--// /, O ti ' \ �J J I I I /� / /•• AR _ \ \ �/ / k Lic. 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Ln �,. V• .. \ _ •\ JOB NO. v r , • S4P 0 04 0 90 5 0 a - ,.: ; ,.. . � .. � � 54STR 0 24 0 89 5 0 vv vv v vv v A vv vv v vv vv vv v\ yv A i 56P 0.10 0.89 5.0 182150 ITHICKET RUN PLACE / / i / v 56STR 0.22 0.82 5.0 PUBLIC RIGHT OFWAY SCALE 79 61'R/W / 58P 0.01 0.90 5.0 oO b - - ... ... ,. ..:.. x , .. 58STR 0.20 0.83 5.0 1 50 - 17� 0.21 0.90- 72_�--��- --�D - - -- 66 6 -- 64--1------�---------�Z- - ----- �61--------�--- - -` ---- ti----�-- --- -------- ------ 11 - SHEET NO. --- -60STR 0.33 0.81 5.0 78 t-///67- I 13 4�1111 �"��� Design Storm Year = 10 Design Year: 10 Project: North Pointe Apartments Job N: 202203 Prepared by: KKW, PE POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN RUNOFF INVERT LIN Z,TH OFF SCOTT R. LLINSZ U Lic. No. 035791,E °0 5/16/22 w4 SIONAL E�Ol w z 7 z w N z J O U 0 c w @ C 0 Z O V w J Z Q o O w F m a d J Q x U O w S Z Z Z Z O 0 O to L W Ln 3 (� w m �/ u L Y o y 0 c o W H ` Z 0 c 0 `o a 0 0 c a a a c N 0 w N O o � Q p ti c o 0 a z E ° a C = ^J^ 1..� 0 A� 1 _ W 0 M C ® U) 0 N 0 `01 ® �} V J 0 s M Q 3 v z N ° f �- H� N L T O o `o W N Q W WQ > a o Q c w J = (n J z LU O w � ° g ~ z o O U /O/ 3 LL c = U v u u U W w �/� ,n V 0 a ' V / a v z a w /� l/ / ~ Q o c o z o c 0 C O G z - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr w w Z ��j w LL 0 z Z w '^ ^ Z v) �y J J J�y LL z a 0 H� d (1•-�� N V O O O O x N 2 w 0 U J H c w z w ' 2 0 a JOB NO. w 182150 0 y y 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 overland flow to facilities is not available, 100% capture is required at 6.5in/hr -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 overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. c SHEET NO.14 F STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS GI'H SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INLET STATION OUTLET WATER SURFACE ELEV L. Do Q. ZW Se He JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV RIM ELEV V. }lo Qw Vm Q•V� V� /2g H� ANQE Ho H� 1.3Hr .SHE 486.35 29.92 15 3.04 0.002 0.07 2.5 0.0 60 0.00 43 0 0.02 NA 0.01 0.08 486.43 491.05 483.74 16.07 18 13.26 0.016 0.26 7.5 0.2 42 10.7 6.1 64.99 0.6 0.20 90 0.39979 0.82 N/A 0.41 0.67 484.41 490.60 486.55 49.99 18 ]0.72 0.010 0.52 6.1 0.1 44 10.4 5.9 6L27 0.5 0.19 85 0.35534 0.69 NA 0.34 0.86 487.41 492.22 488.45 28.68 18 10.41 0.010 0.28 5.9 0.1 46 10.2 8.3 84.42 1.1 0.37 6 0 0.51 NA 0.25 0.54 488.99 492.55 488.99 22.97 15 10.18 0.025 0.57 8.3 0.3 48 8.7 7.1 62.17 0.8 0.28 21 0.12587 0.67 NA 0.33 0.90 489.89 494.04 490.20 146.29 15 8.73 0.018 2.67 7.1 0.2 50 7.2 5.9 42.02 0.5 0.19 l6 0.05318 0.44 NA 0.22 2.89 493.09 500.54 494.70 171.70 15 Zl8 0.012 2.12 5.9 0.1 52 4.4 3.6 15.7 0.2 0.07 4 0 0.20 NA 0.10 2.22 496.92 508.12 502.38 62.71 15 4.39 0.005 0.29 3.6 0.0 54 2.9 2.3 6.643 0.1 0.03 90 0.05884 O.14 NA 0.07 0.36 502.74 510.23 506.54 87.01 15 2.86 0.002 0.17 2.3 0.0 56 1.2 1.0 1.109 0.0 0.00 2 0 0.03 NA 0.01 0.18 506.72 512.23 507.31 151.23 15 1.17 0.000 0.05 1.0 0.0 58 0.00 4 0 0.00 NA 0.00 0.05 507J6 511.52 493.50 64.58 15 3.58 0.003 0.20 2.9 0.0 40 0.00 32 0 0.03 NA 0.02 0.21 493.71 501.22 485.08 41.02 15 0.53 0.000 0.00 0.4 0.0 38 0.00 89 0 0.00 NA 0.00 0.00 485.08 491.55 473.41 31.79 15 8.54 0.017 0.56 7.0 0.2 28 8.1 6.6 53.4 0.7 0.24 72 0.4122 0.84 NA 0.42 0.97 474.38 479.75 475.10 26.22 15 8.10 0.016 0.41 6.6 0.2 30 7.3 6.0 43.82 0.6 0.19 42 0.21072 0.57 NA 0.29 0.70 475.80 455.02 480.67 24.04 15 7.33 0.013 0.31 6.0 0.1 32 4.8 3.9 18.48 0.2 0.08 20 0.03741 0.26 NA 0.13 0.44 481.11 48533 481.43 127.58 15 4.76 0.005 0.69 3.9 0.1 34 2.3 1.9 4.342 0.1 0.02 47 0.02088 0.10 NA 0.05 0.74 482.17 488.06 482.92 80.65 15 2.31 0.001 0.10 1.9 0.0 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 for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet dn o. m n r d O .4 � O YII T d n N a @ O X W O O p � @ O > pp N O C �. > j c O c p` �. .� � � w � ,a ui 6 36 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 8 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 4.1850 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 3B 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 1.12 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 3.5182 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 7.82 1.01 1.00 0.49 0.00 36ST2 3B 70.0 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 40SiR 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 44 3B B.0 0.08 0.75 0.060 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1466 0.15931.26 1.00 0.39 0.00 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 0.1668 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 i� U N N a0. W c @ J V @ @ y u v @ m E m o c � _ Q� U O O � � E h Rpe run: STR 22 - OIJI 22 20 0.59 0.69 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 18 0.59 0.82 0.486 0.896 6.30 8.26 3.04 5.61 496.14 497.22 85.3 0.013 0.0108 15 8.71 8.10 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 14 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 15 15.24 14.02 0.09 10 8 0.03 0.90 0.023 3.043 15.44 4.49 0.10 13.85 479.71 473.25 88.7 0.013 0.0728 15 17.43 15.68 0.09 B 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 OUi 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 18 31.36 18.81 0.04 Rpe run: STR 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 0.013 0.0087 15 6.02 2.84 0.20 24 6 0.02 0.80 0.018 0.087 6.20 6.29 0.11 0.55 465.50 465.19 52.0 0.013 0.0060 15 4.89 2.65 0.33 Rpe run: STR 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 6.28 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 15 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 0.11 0.68 0.075 1.389 6.71 6.15 0.46 8.54 472.58 471.60 31.8 0.013 0.0308 15 11.34 10.11 0.05 Rpe run: STR 38 - STR 12 38 12 0.12 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: SD240 - 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 5.78 8.42 1.73 2.86 508.21 505.54 87.0 0.013 0.0077 15 5.87 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 15 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 0.268 1.789 8.52 5.68 1.53 10.18 489.10 487.67 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 5.88 0.24 10.41 487.57 487.25 28.7 0.013 0.0112 18 11.10 7.13 0.07 44 42 O.OB 0.75 0.060 1.891 8.62 5.67 0.34 10.72 487.15 485.35 50.0 0.013 0.0360 18 19.93 11.47 0.07 42 IX81 0.00 0.30 0.000 2.347 8.69 5.65 0.00 13.26 483.00 482.54 16.1 0.013 0.0286 18 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 0.013 0.0271 15 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 � N S r c J F o C O y N m � 0 3 @ 3 O m o V U ci d d @ n � C O Y U@l L y U o S 3 u @ Y+ o n _ �1 _ vi in � C OJL n p m y`m 3 n @ E left 0.13 0.85 0.1110.00 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 0.86 0.112 0.73 0.00 0.73 0.0010 0.0500 2.0 0.0833 1.8660 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 18S7R 3C 12.0 combined flow 3.2 0.20 0.434 3.98 11 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 20S7R 3B 10.0 combined flow 2.3 0.18 0.368 8.90 right 0.44 0.72 0.317 2.08 0.00 2.08 0.0300 0.0200 2.0 0.0833 4.1850 7.12 22STR 3B 10.0 combined flow 2.1 0.16 0.356 8.15 right 0.14 0.90 0.126 0.82 0.00 0.82 0.0010 0.0500 2.0 0.0833 1.6660 5.37 30 3B 6.0 combined flow 0.8 0.11 0.243 2.22 right 0.24 0.82 0.197 1.26 0.00 1.28 0.0010 0.0500 2.0 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 34S7R 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 8.08 48 3B 72.0 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 52STr2 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 0.125 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 3.76 left 0.02 0.82 0.016 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 58S7R 3B 6.0 combinetl 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 1.8660 7.13 60STR 3B 8.0 combined flow 1.7 0.16 0.353 3.24 STR:22 VDOT STD. 515 TP=5io.96 INV OUT: 504.68 T( PROPOSED GRADE (TYP.) STR:20 VDOT STD. DI-313 (L=io') 510 EXISTING GRADE (TYP. INV IN: 498 24TO INV OUT: 498.14 22 TO 18 510 STR:16 VDOT STD. DI-3B (L=6') PROPOSED 6" PVC TP=499 07 STR:18 VDOT STD. DI-3C (L=12') ANITARY SEWER LATERAL INV IN: 494.00 TO 18 TP=502.17 fS 505 INV IN: 492. So TO 40 INV IN: 497.22 TO 20 505 INV OUT: 490.45 TO 14 INV OUT: 497.12 TO 16 STR:14 VDOT STD. DI-3B (L=6') 3.5 ' TP=494.11 M N INV IN: 486.8o TO 16- HOPE y1% 500 INV OUT: 486.7oTO1z - --- - ----- - 1 2' LF�4 500 15v9 is STR:12 VDOT STD. DI-3B (L=1o') , - - - - - - TP=491.25'15 HDPE PROPOSED 4" CL 52 D.I. INV IN: 485.o8 TO 14 77 LF @ 1.08% WATERLINE CROSSING 495 INV IN: 484.o8 TO 38 i INV OUT: 483.98 TO io BS3 495 STR:10 VDOT STD. DI-jo ��-o I TP=485.27 INV IN: 479.81 TO 12 / 4.7 1 'HDPE 5' MIN. INV OUT: 479.7iTO 8 / 3.5' 16o.31 LF Qa 1.95% 490 / MIN. 490 STR:8 VDOT STD. DI-31B (L=6') 1 1' 15 TP=478-46 INV IN: TO io / 1. 2' 15�F Lyl 4. 473.25 INV IN: 471.6o TO 28 / .6189 485 INV OUT: 471.5o TO 6 / PROPOSED 8" CL. 52 D.I. PROPOSED 6" PVC SEWER LATERAL 485 STR:6 VDOT STD. DI-3B (L=4') / WATERLINE CROSSING SANITARY TP=474.g6 PROPOSED 8" CL. 52 D.I. INV IN: 465.1g TO 24 » WATERLINECROSSING INV IN: 6 1 TO ' is 480 INV OUT: 465.o9TO4 48!zoDLFEQa 3.37% 480 /// i y51pCa556°Io �F O �k9 STR:4 VDOT STD. MH 475 TP=472.86 INV IN: 464.6o TO 6 STD. MH INV OUT: 464.50 TO 2 / yyvQ �g� 475 STIR: VDOT HYDRAULIC GRADE TP=467.00 / LINE (TYP) INV IN: 461.25 TO 4 INV OUT: 456.28 TO 9.0' 470 470 e°ro �o / 1a, �y63 v� 465 465 MH1-EX / 3 / 18" HDPE 460 / 5 6' 13.00 LF @ 3.77% 460 / / L80.6o 4.03% 455 455 0 �Oh 450 1 1 1 1 450 445 445 442 442 M �/1 00 10 n l0 (n n N 0) l0 ci d a, N 00 .t M N 00 00 m ei d 't l0 kO V1 M t 'D kO 't 00 ei N M cn Ln 0) l!1 O 0) .t N L!1 00 l0 ri I� l0 n 0) � n N 00 tD 00 M Q1 1� ri m 00 M 0) 01 m O 01 p O N O O M O O N O N M O V1 w O 00 00 O O 0 0 s Ol It Zr V1 O l!1 � p L!1 O V1 O V1 Ln O ll1 L O L!1 •i Ln 10+00 10+50 11+00 STR:24 VDOT STD. DI-313 (L=4') TP=473.02 INV IN: 465.6oTO 26 INV OUT: 465.5o TO 6 EXISTING GRADE (TYP.) I I STR:6 VDOT STD. DI-313 (L=4') TP=474.96 I NV I N: 465.19 TO 24 INV IN: 469.19 TO 8 INV OUT: 465.og TO 4 11+50 12+00 12+50 STR:26 VDOT STD. DI-313 (L=6') TP-472-71 INV OUT: 465.89 TO 24 475 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 STR22 - OUT DI-313 (L=1o') ) zo 0 GRADE 495 STR:30 VDOT STD. DI-313 (L=6') TP=485.02 INV IN: 479.67 TO 32 INV OUT: 475. oo TO 28 1490 STR:28 VDOT STD. DI-313 (L=8') TP=479-75 INV IN: 474.io TO 30 INV OUT: 472.58 TO 8 I I STR:8 VDOT STD. DI-313 (L=6') TP-478.46 INV IN: 473.25. To 10 INV IN: 471.6o TO 28 INV OUT: 471-So TO 6 / 1480 // STR:12 VDOT STD INV IN: INV IN: INV OUT: 3.5HORIZONTAL GRAPHIC SCALE ' 470 Mj,Nr 470 50 0 25 50 too 1.1 PROPOSED 8" CL. 52 D.I. 25 WATERLINE FEET) 465 465 O - WATERLINE CROSSING t INCH = 50 FT. - - 15" HDPE o 462 53.96LF@o.6c 15"HDPE VERTICAL GRAPHIC SCALE 33-34 LF Qa o.87%2 5 0 2.5 5 10 M ? HYDRAULIC GRADE LINE (TYP) (IN FEET) imlomi�'7111 10+00 10+50 11+00 STR 26 - STR 6 3.5 MIN 75 1.2' STR:32 VDOT STD. DI-313 (L=6') TP=485.33 INV IN: 480.43 TO 34 INV OUT: 480.33 TO 30 II \-15" HDPE 26.22 LF Qa 3.43% 70 PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING 15" HDPE 68 31.79 LF Qa 3.o8% STR:34 VDOT STD. DI-3B (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') \ rTP=489.og \ INV OUT: 482.87 TO 34 m pm N O n O 00 .t t0 rl Ol rl p l0 0 co w N V 00 00 00 � � 't It00 It It00 10+00 10+50 11 +00 11 +50 12+00 12+50 STR 36 - STR 8 PROPOSED GRADE (TYP.) XI TING GRADE( TYP.) 500 500 STR:38 VDOT S DI-3B (L=io') TP=491.55 TP=491.25 INV OUT: 484.6 485.o8 TO 14 484.o8 TO 38 495 483.98 TO to 490 3.5' 490 MIN. 1.2' 485 „ 485 LJ PROPOSED 8" CL. WATERLINE CRO'- is" HDPE 480 41.02 LF Qa 1.44% HYDRAULIC GRADE 478 LINE (TYP) 478 s a) OD OM Q1 10+00 10+50 STR 38 - STR 12 200 20 ED. DI-3B (L=8') 7TO12 52 D.I. SING STR:16 VDOT ST[ INV IN: INV IN: INV OUT: ..e 3.5 M I,N SCOTT/R. CT?LLINSZ Lic. No. 035791,a p 5/16/22 f. j PROPOSED 4" CL. 52 D.I. WATERLINE CROSSING `PROPOSED 6" PVC SANITARY -SEWER LATERAL FROM MHz rA V/ Z z O a u w w 0 z O HDPE 0 80.65 LF Qa 1.17% N 475 U RADE W ce 470 wo 13+00 r-PROPOSED GRADE (TYP.) XISTING GRADE (TYP.) ). DI-3B (L=6') TP=499.07 STR:40 VDOT STD. .., DI-3E 494.00 TO 18 TP=501. z2 492.5o TO 40 INV OUT: 493.7o TO 16 490-45 TO 14 / / 500 500 MIN HYDRAULIC GRADE LINE (TYP) 495 1 495 -PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING 2.90 490 HDPE 64.58 LF @a 1.86% 490 PROPOSED SANITARY SEWER CROSSING 485 485 MH5-MH4 482 482 111 M � p 1p N 't p 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. 2. 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. F 0 eM M C) N M N O W� N N Lu > Lu z J _J U) r Lu Ld O z Q U W' Y H ul U) W zLu Lu U) JLu JQ 0 0 O N u z Q 0L Lu r-1 U) Q z LL 1 Lu a a- Lu w r-r O a U � Lu Q cn z ^ Q (/ / LC) Lu Lu Q O LLw J O~ i- zw w JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 15 515 STR:48 VDOT STD. DI-313 (L=yz') TP=494-04 510 INV IN: 489.2o TO 5o INV OUT: 489.yo TO 46 STR:46 VDOT STD. DI-313 (L=4') TP=49z-55 505 INV IN: 487.67 TO 48 INV OUT: 487-57 TO 44 STR:44 VDOT STD. DI-313 (L=6') TP=492.22 INV IN: 487.25 TO 46 5C INV OUT: 487.15 TO 42 XISTING GRADE (TYP.) STR:42 VDOT STD. MH TP=490.6o INV IN: 485-35 TO 44 INV IN: 485-35 TO 6o INV OUT: 483.00 TO EX 81 STR:EX 8y EXISTING DI TP=486.54 INV IN: 48z-54 TO 4z EX INV OUT. 480.SS i 9 �i N PE o1 /o O o - 146•a9 � 15" HDPE 22.97 LF Qa STR:54 VDOT STD. DI-3C (L=6') TP=5yo.z3 INV IN: 505.54 TO 56 INV OUT: 502.21 TO 52 STR:52 VDOT STD. DI-36 (L=6') TP=5o8.yz INV IN: 501.38 TO 54 INV OUT: 499.5z TO 50 STR:5o VDOT STD. DI-313 TP=5oo.54 INV IN: 493.7o TO 52 INV OUT: 493.6o TO 48 PE _ 15 NO 3.39% EXISTING 8" CL. 52 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 IN: So6.TO 58 I NV OUTT:: 506. zy TO 54 77 ri , �►' .. • • r : D.I. CROSSING )RAULIC G E (TYP) ----I --- y5" HDPE 151.23 LF t7a o.62% -EXISTING GRADE (TYP.) STR:58 VDOT STD. DI-313 (L=6') TP=5yy.5z INV OUT: 507. z4 TO 56 1 1 DICI 510 ON ME mll p "S iy8„ NUc 2 8�� F 480 16 011 480 478 478 N l0r O OD Ln CD N Op Ca H la)0 O H O O �vpl01 mON O Ov 7 Orl O,y Nei O 0N•0i rril N 00 CO O Ol N N 0 0t N 01 0) Ul Ol D ^ l00 N Q NO It O I w O O 0 0ri r N NHri n N,,yy .}m 1 0) I l 01 1 I In � OIt 1Ln Ln Ln Ln 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=49o.6o STR:6o VDOT STD. 485.35 TO 44 TP=491.05 485-35 TO 6o INV OUT: 486.16 T 3.00 TO EX 8y 490 490 HYDRAULIC GRA LINE (TYP) 485 485 15" HDPE 29.92 LF Qa 2.69% 480 480 478 478 0 00 a0 00 O 0) 10+00 10+50 STR 6o - STR 42 DI-3B (L=8') O 42 )E 50 5 STR 58 - EX 81 HORIZONTAL GRAPHIC SCALE 0 25 50 100 (IN FEET) 1 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 y.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. CT?LLINSZ Lic. No. 035791,a p 5/16/22 f�4� z 0 rrAA a V/ z " U) w O0 z O ��N/� � V/ w `N W ce 0 r eM z 0) M N M N O WCY) N N Lu i Lu z J J U) " Lu Ld o z Q U WLLI Y ul U) z LuLu U) JW JQ 0 (] 0 O N u z Q J W U) Q z LL W U) a- LuW r-r O U � W Q cn z r-� 1 U) Q Lu Q Q Lu O 2 w J O~ H zw 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 n U) NNr �+It LOW PT STA: 16+75.00 LOW PT ELEV: 492.12 PVI STA:16+50.00 PVI FI FV:499.67 0 0 U U K:1 .41 0) 0 m C) w LVC: 0.00 500 + rn 500 � m w coo o- U C) �2.OQ N 0) I" 0) EXISTING GRADE (TYP.) > m > O / \ \ 4 �w I:i 495 LOW T STA: 10+ 1.59 / p0 n ` �y N > N w 495 LOW FIT ELEV: 472.17 rn rn > > PVI STA: 10+21. 9 / L' GRAD BREAK STA P ELEV:472.1 K:2.50 / w w � -2•QQ ELEV 49 .575 LVC:10.00 LOW PT STA: 10+69.81 / 0) No m w ° 490 LOW PT ELEV: 473.09 N 1- 0 490 N (o c\ � N (o �i : PVI ELE : 473.71 // + + +� +� K:1 D.14 / �w 0 o LVC: 2.00 / 0 HIG PT STA: 1 +91.42 w 0 w 0 N / 0i m 0> w HIG PT ELEV: 98.51 485 &i > 6 w 00 0� / m > VI STA:14+8 .29 485 o-w HIGH PT S A: 13+83.7 K: 7.41w / HIGH PT E EV: 495.02 LVC: 51.90w > 0 > PVI STA 13+56.79li m >> w PVI EL V:494.48 480 K: 3.83 1 1 480 LVC: 4. /PROPOSED GRADE (TYP.) / / 475 / 475 / 00.00 2.Q 2.0 2.55.3 - 470 470 468 468 l0 v1 O •i N O M 00 N N Dl W Ol tD W m 00 tD N 00 00 N l0 00 (D O �/1 O ^ 00 d 00 00 M O 00 0 O d vl N I� N N 't N lD n w Ol n OlM coW 0 W ^ N Ol N l0 Dl w 00 Dl 00 Dl Dl a. 00 0) 00 LO m (D 't M f M 01 ,;.� H 01 rl .t ^ It .t ^ d d ^ I ^ It d 00 d .t 00 -t d Ol .t � .t Ol .t S a, d .t Ol .t Ol d .t Ol 't -t It It It It I d 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 i -EXISTING GRADE (TYP.) 510 ,� 510 PROPOSED FIRE GRADE (TYP.) i' HYDRANT ASSEN 505 [PROPOSED 505 ROPOSED 6"-go° D. ' ale rn ROPOSED 6" CL. 52 D.I. W, _ - - PROPOSED 8"x8" TEE AND 8" GATE VALVE 8"x6"REDUCER500 500 ROPOSED 8"x6" TEE PROPOSED 6" SANITARY 495 PROPOSED 8"-45° BEND ATERAL TO BLDG. CROSSING y 495 (8" TEE D.I. W/L VALVE PROPOSED 8" CL. S2 D.I. WATERLINE 490 490 PROPOSED 6" SANITARY PROPOSED 6" SANITARY LATERAL CROSSING LATERAL CROSSING TO BLDG. 3 TO CLUBHOUSE 485 PROPOSED 8"x6" TEE 485 & 6" GATE VALVE FIRE HYDRANT ASSEMBLY 482 1 PROPOSED 8"-12.25° D.I. W/L BEND 482 Ol M n 00 w Ol N Ol N N 0 Ln lD 00 L(1 00 In 00 S N d N Ln N L(1 N N L(1 ul N L(1 Ln N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 WATERLINE z 14+00 14+50 15+00 BLY . W/L BEND 4TERLINE 17+00 17+50 STING GRADE 510 5 500 PROPOSED 6" D.I. CL 52 WATERLINE PROPOSED 6"x4" REDUCER FIRE HYDRANT ASSEMBLY WITH 6"x6" TEE AND 6" GATE VALVE = 17+02.28 D GRADE (TYP.) PROPOSED i.5' 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 1 5051 LPROPOSED 4"-go* BEND \ PROPOSED y x4" CROSS TYPE A BLOW OFF ASSEMBLY TO y" D.I. FIRE LINE PROPOSED 4" 45° BEND N 4"-4S° BD 4951 PROPOSED y" D.I. CL 5o WATERLINE MH6-MH5 490 490 488 1 488 o � N a �^ 0 vi 0 0 Ln 0 0 o - vi 10+00 10+50 11+00 11+50 WATERLINE NOTES: 1. ALL FILL TO BE PLACED AT95% 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. y. 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-o4(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 XISTING GRADE (TYP.) ' i PROPOSED 6"-i2.25° BEND JPROPOSED 6" SANITARI 495 LATERAL CROSSING ONTO BUILDING 3 ` PROPOSED 8"x6" CROSS -8" GATE VALVE / / i-6" GATE VALVE 490 ROPOSED 6"-i2.25°BEND PROPOSED 6" CL. 52 D.I. 490 LTATER WITH WATERLINE COPPER ATERAL PROPOSED 6" SANITARY LATERAL CROSSING ��TO 485 BUILDING 2 485 PROPOSED 6"x4" REDUCER :D 4"-go* BEND Cal FIRE HYDRANT ASSEMBLY WITH 6"x6" TEE AND 6" GATE VALVE D y"xy" CROSS PROPOSED 4"-45° BEN6 )FF ASSEMBLY- " D.I. FIRE LINE PROPOSED 4"-45° BEND 480 PROPOSED y" :L. So D.I. 478 WATERLINE 478 d 00 N M 0. d 00 N 1. � O cn (n a) (n .t .t 0 .t d 0l 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 WATERLINE 3 PROPOSED 8' AND 6" GATE r-PROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) 520 r PROPOSED i.5" WAT METER VAULT WITH 3" TYPE K COPPER / WATER SERVICE LAT 515 �� 515 PROPOSED y"-go° BEND I I 510 / PROPOSED y"xy" CROSS / TYPE A BLOW OFF ASSEN x6" TEE TO y" D.I. FIRE LINE VALVE ED 6" D.I. CL 52 WATERLINE 505 PROPOSED 6"x4" REDUCER IRE HYDRANT ASSEMBLY 502 WITH 6"x6" TEE AND 6" GATE VALVE 502 o ° It Ln PROPOSED AND y" GAT PROPO� 10+00 10+50 11+00 11+50 WATERLINE 5 EXISTING GRADE (TYP.) [-PROPOSED GRADE (TYP.) PROPOSE 505 METER V 3" TYPE K WATER S "xy" TEE E VALVE -\ 500 500 ED y" D.I. CL 50 ROPOSED 4"-c WATERLINE I I PROPOSED 4"r TYPE A BLOW 495 TO y" D.I. FIRE jj 492 492 o 0 O oOLn WATERLINE 6 D 1.5" WATER AULT WITH COPPER ERVICE LATERAL y" CROSS OFF ASSEMBLY _INE 9A =RAL BLY HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 (IN FEET) 1 INCH = 5 FT, No- w SCOTT/R. 05-LLINSZ Lic. No. 035791 a p 5/16/22 f�4� Q N o � LO @J Z W W J J 0 CM M d� N 4 M 1 N C) m N N Q > LLJ J _J i) Lu 0 Q U LLI Y F- Lu Lu W LLI Q O O N Lu I -I J Q z LL 1 Q LLJ a _ Ln a- Lu J Lu LL LL T--1 C) z O >- 1-I U J UJ 1 c) Lu z � ce Q 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 U Lic. No. 035791,a '0 �5/16/22 ,, orONAL F, 0 w J Z O x w a m Z w O w Z O0 O z 0 o U, rw W m YI a w J W c Z N N F N o � LO z Q O 0 Lu eM d) (n 5r7 N M J z ' '--' N O W� N Q i uj LL;z > a J J � U) LU " W ,--I Lu z el � z ° O 0 d PROPOSED CONNECTION— TO EX. 8" D.I. U w WITH 45° BEND U) J 8" CL. 5z D.I. Y W (n z Z ul 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 Q w w J Q o N NOTES: 50 HORIZONTAoL GRAPHoIC SCALE 0 200 w i. ALL FILL TO BE PLACEDAT95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE.Lu G o ~ 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 JOB NO. ENTIRE ROADBED AREA IN ACCORDANCE WITHVDOTzozoROADANDBRIDGESPECIFICATION VERTICAL GRAPHIC SCALE 182150 303-04(h) S. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. z5 OR 26, AGGREGATE 5 0 2.5 5 10 20 SCALE BASE MATERIAL SIZE z1A OR z1B, FLOWABLE FILL, CONFORMING TO SECTIONS zo5, zo8 OR z49 H: 1 "=50' RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE z5 AND z6, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION (IN FEET) SHEET NO. 3oz.o3(a)zG "BACKFILLING". 1 INCH = 5 FT. 10 520 520 EXISTING GRADE (TYP.) 515 515 510 — �— - 510 — / / PROPOSED GRADE (TYP.) / PROPOSED8"x8"TEE 505 AND 8" GATE VALVE 05 PROPOSED 8"x6"TEE AND 6" GATE VALVE 8"x6" REDUCER PROPOSED 8"-45° D.I. W/L BEND ROPOSED 8"-45° D.I. W/L BENID 500 500 ROPOSED 8"-iz.z5° D.I. W/L BEND— i ANDP40" GATE VALVES 495 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 490 PROPOSED 8"x6"CROSS AND 6" GATE VALVE 490 / -8" GATE VALVE / i i-6" GATE VA i VE � PROPOSED 8"-go° D.I. W/L BEND XISTING GRADE (TYP.) � �a PROPOSED AIR 48cJ i RELEASE VALVE PROPOSED FIRE HYDRANT 485 ASSEMBLY WITH 8"x6" TEE / PROPOSED 8"x8" TEE AND 6" GATE VALVE / AND 8" GATE VALi E / PROPOSED 8"-zz.5° D.I. W/L BEND 480 480 i i i i / 475 475 / o ROPOSED 8"-iz.zS° D.I. W/L BEND 470 470 PROPOSED 8"-zz.5° D.I. W/L BEND WATERLINE AND PROP. WATERLINE (1�, PROPOSED 8" CL. 5z D.I. 465 WATERLINE 465 PROPOSED 8"-zz.5° D.I. W/L BEND O N pl O ~ M 01 n W Ol P'1 N O O N N P'1 O to m rl �t �D °0 Ol ^ N rl M rl rl � N in ~ O N O d O � W rl '� O lD p (1 00 n ~ •i � Vl O O O N O N N M N W � rl � lD M O ^ L!1 'i W � °0 � °0 � °0 � l0 � S � � � Vl � l0 � °0 .t O � ^ OD � O W rl N Ol N M M S t0 M ul O O � S d W S ^ °0 .t � O1 °p O1 � pl .t � 01 d � 01 S � pl .t � O1 .t � Ol S � 01 .t � O1 S � 01 S � 01 S O p1 .t O O �/1 O p V1 O O O ri ci v1 ri ci /1 ,y rl vl ri ci vl •i .i V1 •i d � � � � � � � 1 1 S d � S � � � � � � � � � � � �,TH OF � SCOTT R. LLINS!Z U Lic. No. 035791,a ° 5/16/22 , �orONAL F, 0 w J z � O w rA m V/ a Z � o w Z Oo z In o U) n w m `� a / w J W w/ z N N Q N Q J Cn � M cM 1- 4 O') (n N M J z ' LL N � C) WN N Q INV I Lu i U) J J � U) LU � Lu rl Lu z Ld 0 0 EXISTING U W H in ~_ W � J Y W U) H U) z ul � � Z /w// /lL I^^- Q^ v J a- 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 I- Q MH8 - EX MH28 J Q 0 o CD CD NOTES: 50 HORIZONTAoL GRAPHoIC SCALE 0 200 w i. ALL FILL TO BE PLACED AT95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE.Lu G ~ 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 NCH = 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 3o3-O4(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:Si6.i8 INV OUT. 5so.5iT0 MH7 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' S10 SANITARY LATERAL Q�G TOBUILDING7 MH RIM:Soy.63 i 5 1 2' SpR.y6 �1g% 8 � STAa5+76.yo INV IN. yg6.zo FROM MH7 LF RIM:Soz.00 INV OUT. yg6.00 TO MH5 � � 1 4' y1562 505 � INV IN. y89.95 FROM MH6 505 MHy INV OUT. y89.75 TO MHy � � WATERLINE NE CROSSINGI 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+7i.o5 INV OUT. y88.8o TO MH3 M N. 500 RIM:494�z5 � SANITARY LATERAL INV IN. y85.zo FROM MH4 TO BUILDING 6 INV OUT. y85.00 TO MHzy6Q y1olo MHz F� $Sp STAa3+i8.yo 4.6' 495 $vy2 RIM:ygi.8z 39 495 INV IN. y8z.7o FROM MH3 485 SIGHT LINE (TYP.) 390' IGHT DISTAN E= HT. OF OBJ=3.5' 480 475 SIGHT LINE (TYP.) SIGHT ISTANCE=3 0' EYE=3.5' EXISTING GRADE (TYP.) T. OF BJ=3.5' EXISTING GRADE (TYP.) 470 465 �,TH OF � 0 SCOTT R. LLINS!Z L) Lic. No. 035791,a '0 �5/16/22 ,, orONAL F, 0 W J z ce O w a m Z o w Z O0 o z 0 O U) n w m Y�Ln / W J W ¢ w/ z N N W O F N Q � LO 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 & HUNTEY STREET INTERSECTION SIGHT DISTANCE PROFILEL9 Ir", z Q J C) O) (n N � M J � z LL N � O WN N Q LU i U) J = Lp J LU J r-i W rl O T. O z d J U � �LU U z = U Q U W ~ (n U) W Y � � W U) 2 F CD U) z �, LU OBJ=6.b W F-: 2: z w Q U) 0- J Q 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 O CD NORTHSIDE DRIVE & HUNTEY STREET INTERSECTION SIGHT DISTANCE PROFILE HORIZONTAL GRAPHIC SCALE u N = 50 0 25 50 100 200 LU J O F- (IN FEET) p 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 SIGHT LINE (TYP.) 500 OBJ=3 5' 2g0 5\GNP 0\ 495 SIGHT LINE (TYP.) H 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, ll, 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. 3. 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-4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA TE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN 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. ALB.E'ALARLL' COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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 OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN sin. cc-12 PARKING WHITE SYMBOL ON BLUE HANDICAP SIGN RAMP HANDICAP SIGN cc ` BACKGROUND BACKGROUND - LOCA7/0N (VAN) WHITE TYPICAL AT ALL HANDICAP SPACES FACE OF CURB BUMPER BLOCK PAIN PER VDOT SPEC. ��tk A , ACCESSIBLE SPACES HANDICAP SPACE DETAIL PAINTED :TRIPE YPiCAL) NO SCALE NOT£ HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED 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 ON SITE PLAN. SIGN WILL ALUMINUM (PAINTED WHILE) W1 GREEN LETTERS AND INTERNATIONAL WHEELCHAIR TE ® 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 1-1/2- 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ZONE ADA REQUIREMENTS $100 - $500 FINE HANDICAPPED PARKING SIGNS E"0, ELEVATION NEW NO SCALE RESERVED PARKING VAN ACCESSIBLE FINE MArnAz"mBKNM GRADER MANUFACTURING. INC. ION UNIEK DRIVE PIBW 46a7031 P1%840A 10BG FIBDB)WALWEE wl 83W B1P'1Lb1 WWWMA�WOO' E-MIL SALES®Ft40PP%.COM aEDKOESREOMw1&.T o �9 XSXMrTHICK 2 FA. Md'BD. IDLE M. �'�qEA Ery&°011DlETYP. B 12111 GMT LADBOLT CONCRETE CONGREIE G IN GROUND MOUNT(10) D&1RFADE GUSBEEMWNt(8G) CI SURFACE FLANGE MOUNT (8N UPGIMOE 9EOMONVEW8 PROOUDFUEEFG :UBDESCRIPTIONIEp 2 BILE, SURFACE OR IN GROUND M W NT DATE: S8.14 ENO III CONFIDWIA_ AWINGANDINFORNATIONIBX PECCVIEDERDIBf1WED 1. I�aB4LBINERALXBAC MINOTOANNUFACMMRSS?ECIFIGTIWb. WM 1001HEMWIMOUTiXEGdIffMCFGR4PEfl MYIUFACNPoXG,NG 2.OPM)LTM70SELFLTCOLdNFIN19XI BEE NAV"FILNRER'S9PECIFIGTNM'8, wECIFPwnOnBAnEBUBIEcrrOULwDEwmlaR xonGE B. 9EEm1EPur FDxIOCAnG'OR CDN9ULTOMEn. CEN40PABERAW&1FPD111R'RYJ, IXGNLFROPMEMBI'PoONTBIRSERNFD, 00 75 Ow H o� m� 0 0O oCn M w -1 3 u7 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 I 4" MIN. NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1,2) INTEGRATED DUCTILE PON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSRANE OFF) RECOMMENDATION (4) VARIOUS TYPES OF INLETS OVELETADAPTERS AVAILABLE 0 - N FOR CORRUGATED HOPE (ADS N-72HANCOR DUAL WALL, ADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SIDE 35). PVC OWV(EK SON 40), PVC 091 CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1-12'-90' PEOEBTPoANORATEB BHNLBE DUCTILE IflgN PERA91MM9B GMDE10.5a0E. 2.IT-V FRAMES SHALL BE DUCTILE IRON PER 4EM AGE GRADE TDdDB& 3 - OWN BASIN TO BE CUSTOM MANUMEUM ACCORMNGTO RAN DETAJUL RMERSARENEEDEDFORBAMNSWEAWDUETOVI PING PEB NACU C B. EMONSMB NO.]DD1-HDQ3. 4 DRMDM2FORMIONS111B,4HOMT IXTNESSSHALEDUFORMTO ABTA PAF FORCMRi4--3r HOPE(ADSH12NANW0. OILAL WAIL), N19 XP.8PVCSEWERH".9A�. 8 - ADAPEERBGN BEDAPTE D E T RAWP. T005TERMDIE MINIMUM ANGLEBETVrEEN ADPPTER89EE DRAWINGNO LOOT -'MEN B .1T-N' PEOEBTRMN GRATES MEEK ETM LOAD RATING. SOP IA10H14GRAZEISWLMEETH2E UIDIMTING(SEEDMWNG xo.Talmala FORHIDmMFF1cLOADDUIceuuesM 1T MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (6) ADAPTER L(8) FOR GUIDELINE PURPOSESONLY. ACTUAL CONCRETE SUS MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL OONDIMONS, MIANGE AXORDHOTO TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. PLANSL SEE DRAWING NO. TODI-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH r MIN ON IT-24" ACCORDING TO PUNS B1MINON3D'&3IY IS. SE ON IT-24",10- MIN. ON 37 & IT MIN. ON W BASED ON MANUFACTURING RED.) THE BACKPILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CUSS I, CLASS II, OR CLASS III MATERIAL AS DERNED IN ASTM D2321. BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE IT-30' PLACE COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM COST. II I I II-Ilk11 l F 1 11 II II II II II IhII-ll-11 II II II=11=1 ■I II II II 2II III==R111 III IIII III III II= -II kIIITIRT1==1 I I 1I=II 11 II II II II IIRII II 11-IIF1i14II 1 IIFII II II IIFII II III -I. 11=II II 11 II-11=11 II II II II II=11 II II II II II=11 JI-� •� n nkn=n n B B N n-1 n=B n N Nkn nKII Nkn Bkn n n B n B=I: ll Il n? II II II. 1 ll=1L ll ll ll ll ll I� =ll ll ll ll ll-ll?M ll ll ll ll-ll=ll II II II -II II II II II II • -n n III yf r` R=il=n II n n n=n=11 ;L N Ilkll 11= • • .� • •�• • . f�.� r T ••`,-v • T T T. ,• ,rl • T �: rllllllllflllfllfllIILIllllllllllllllllllllllllllllllllllllllllllll -I I r . IF"sBriBtr.'y � � .1..r I I ITr;I r r ►� r• � r r • _ „i 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 position shall not reduce the minimum dimension of the ramp landing to 1e55 than 42" and shall not reduce the required width by more than 3" when fully open. (sec I 133b.5.4.3 fig I I b-38 d 39) The width of the landing shall extend 24" past the 5trike edge of any door or gate for exterior ramp5 and 18" past the 5trike edge for interior ramps. (sec 113315.4.4 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 d 39) Intermediate landing at a change of direction in excess 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.5.4.6 fig I I b-38 t 39) Other intermediate landmg5 5hall have a dimension in the direction of ramp run of not 1e55 than 60". (sec 1 133b.5.4.7 fig 11 b-38) Ramp landmg5 are not con51dered In determining the maximum horizontal C15tance of each ramp. (fig. I I b-38 € 39) HandraiI5 are required on ramp5 that provide access if the ramp slope exceeds I' rise in 20' of horizontal run. (sec 1133b.5.5.1) handrails shall be placed on each side of each ramp, Shall be conbnuou5 the full length of the ramp, shall be 34" to 38' above the ramp 51.1rface, 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 (c) The grip portion of handratls Shall be not Ie55 than 1-114" nor more than 1-112", or the Shape Shall provide an equivalent gripping Surface, and all surfaces shall be smooth with no 5harp corners. handra115 shall not rotate within their fittin15. (sec 1133b.5.5.1 fig I I b-36) Handra115 projecting from a wall shall have a space of I - I /2" between the wall and the handrail. (sec 1133b.5.5.1 fig 11 b-36) handra115 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 handrails Shall be free of 5harp or abrasive elements. Edges shall have a minimum radius of 1/8". (sec 1133b.5.5.1 fig I lb-36) Where the ramp 5Urface 15 not bounded by a wall or fence and the ramp exceeds 10' m length, the ramp shall comply with one of the following requirements: (sec 1133b.5.6 fig I I b-27(b) 4 (c)) a. A guide curb a minimum of 2" in height 511all be provided at each 51de 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 50 that water will not accumulate on walking surfaces. (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. EDGE PROTECTION 1' MIN. END OF RAMP-� 12" EXTENSION BEYOND RAIL or z r18MIP. - _ E� 0 18" MIN1. EDGE TECTION 2RDIMINIMUM SECTION B SECTION C (I 2") , PLATFOF ELEVATION BEVELED UNITS �1mum EXTEND GEOSYNTHETIC REINFORCEMENT TO WI EN 21NCHES OF THE LOWER BLOCK FACE 101. MIM `~ Anchor""[ Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) FINISHED V GRADE I I l 2 REINFORCEMENT LENGTH GEOSYNTHETIC REINFORCEMENT 4" DRAIN TILE (E VAUON VARIES) \ 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos= WIDTH OF OVEMI ING De= DEPTH OF EXCAVATION L- LENGTH OF GEOSY1MU IC REINFORCEMENT W.=C2 • De) I L.6^ WG9 r� AnchorTM Diamond® X \l:1 EXCAVATION OVERSIZING WX /(SCALE: 3/8"=1'-O") ®•" ^"cNo.w.,,,..�s, ..,c Anchor""' Diamond® X TYPICAL BASE PREPARATION WX (NOT TO SCALE) W "s aac DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE ripen RAMPS - NOTES The maximum slope of a ramp that serves any exltway, provides access for persons with di5abritle5, or 15 in the path of travel shall be P n5e in 12' of horizontal run. (sec 1 133b.5.3) The Cr055 51ope of ramp surfaces Shall be no greater than 1:50. (114" per ft) (sec 1 133b.5.3.1) The width of ramps shall be a5 required for 5ta rway5 and exits. (sec 1 133b.5.2 fig I I b-36 E 39) Pedestrian ramps 5ervmg primary entrances to buildings having an occupant load of 300 or more shall have a minimum clear width of 60". (sec I I33b.5.2) All other pedestrian ramps 5erving primary entrances 5hall have a minimum width of 48". (5ec 1 133b.5.2) Landings shall be provided at the top and bottom of each ramp. (5ec 1133b.5.4.1 fig I I b-38 d 39) Intermediate landm95 shall be provided at mterval5 not exceeding 3o" of vertical nee and at each change of direction. (sec 1133b.5.4.1 fig I I b-38 4 39) Top landing5 shall be not 1655 than GO" wide and shall have a length of not less than 60" n the direction of ramp run. 12 (5ec I 133b 5.4.2 fig I I b-38 4 39) NTSELEVATION E CONTINUE ON RH5... TYPICAL HANDRAILS AT RAMPS DETAILS * DRAWINGS AS PER ADA REGULATIONS - AMERICANS WITh DISABILITIES ACT 1994 ELEVATION D N ;E PROTECTION PROVIDED 'VERTICAL GUARD RAILS VAR. HT. 1 �T TOP OF CONCRETE MIN. WALL 42„ SITE RAIL GRADE Lic. No. 0357911� 5/16/22�� I IONAL EEON Il I I I I SITE WALL d' F IYALL RAIL FAJSTENINC DETAIL L NOT TO SCALE i Z NOTE: RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' 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 (n " j TREES SHALL BE PLANTED A MINIMUM OFOA x H DISTANCE FROM BACK OF BLOCK. SH RUBS MAY BE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATE RPROOF \// a BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL H LOW -PERMEABILITY SOIL > ` 4' MIN. BACK OF WALL To FACE of WALL FILTER FABRIC W i UPPER WALL STRUCTURAL BACKFILL t LOWER WALL d a A °• H e FINISHED GRADE Y ° a MI6 12'-0'I6„� .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'-0"OC MAX SPACING 3H_ 4 SIDE ELEVATION 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 " 17 TYP 1/2" THROUGH JOINT O .n 3 -6 10" STEPS TREAD PLAN CONCRETE STEPS DETAILS NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi AT 28 DAYS OR STRONGER. 4" CONC.� 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE LU CD ZU WL LU In Z F_: LU LLI elf U) BJ W Q IN O N U z J UJ III ILL_ a LU a UJ J ,--1 Q z �- 0 UJ 0 06 W w 1 0 U) Z UJ Q a- Q W z bLU O H F- z � w _ 0- Cn JOB NO. 182150 SCALE AS SHOWN SHEET NO. 21 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21-A / % j lik / BASE COURSE COMPACTED 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 L 0 T & PARKING SPACES NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT HiLlikillid EX. STONESUBBASE COMPACTED \ Q�D�/\\�\m SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 4" COMPACTED AGGREGATE 2" SM-9.5A BASE COURSE, VDOT #21A� I —SURFACE COURSE COMPACTED —,-r 10, SUBGRADE I CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN ASPHAL T PA THWA Y DETAIL NO SCALE PARK NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE / CHARLOTTESVILLE LLC / L' C:0%ftEEK PLACE PULICRIGHT O, Al 61'R/W 90 \ / 89 - 87 88 I 86 91 I I ' I I 92 \ I PARK I I 93 \ I I I 94 \ I I J — — — — — — — — — loz N RTH Po! 101 100 99 98 SETIQNI �Ns wzoo5ia Pmo 96 9 NORTH Po! CHMLOTIE ELLC 1 1r__t_-74-1- _72�_�1 F'1V011xd6P630:1i4 EXIST. GROUND LSTO�T VAR. WIDTH 2fA P S7R p G 4 V OT BASE s21A EXIST. GROUND 5 VAR. BzSE NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 #1 UILDING 42 UNIT; —{f}---45—��7-1 J66 )2300 CG-6 I CG-6 POINT OF CURB & GUTTER C/L / CURB & GUTTER GRADE 1/4"A' 1/4"A' 10' 10' (TRAVEL LANE) (TRAVEL LANE) - 24' F/C-F/C TYPICAL T ?-4 V PL#YAY SL'CTIOyV HUNTLY STREET (PROPOSED PRIVATE TRAVEL# 4,r) DESIGN SPEED.. 145 MPH GRAPHIC SCALE 1IN OFEET inch 8 ''-'' NORTH DINT NT PARK SECTIO TMP 03200-00- -1 NORTH POIN VAR. WID7H PLANTING STRIP VAR. 11 EXIST. 24 10 GROUND 14 22 PA VEMEN T LEGEND HEAVY DUTY ASPHALT PAVING - TRAVELWAYS LIGHT DUTY ASPHALT PAVING - PARKING LOT/ PARKING SPACES ASPHALT PAVING - MILL/OVERLAY Lic. No. 035791 1�1 5/16/22�� �&IONAL E%Gm xl F CD L ti zC? M N 1 N O WN N W / Lu z J J_ W Lu 0 LuO 2 U w 1 H ul W Lu Lu z L.1_ W J~ w 0 C:> N u z Q Lu v Q z IL 1 a W a J LLJ Lu 0 ,--I o6 z z 0 CD LLJ Lu 0 V 1 z U) Lu z w L.LJ Q^ <- Lu z 0 b 0 o z L a u� JOB NO. 182150 SCALE AS SHOWN SHEET NO. 22 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILLU#6 BEDDING 8 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 4 I INITIAL BACKFILL 4'MI UNSTABLE a" a. a" B. SAIL MIN. MIN._ - MIN MIN. #66 STONE \ - GRANULAR FILL AS''. x AP PROVED BY ACSA STABLE SOIL OR ROCIK' STABLE 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 ,oai/ii:� / /\`��\\\in\\� III • • • • r • ��Y/�%\�% r r r r PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 8" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.18 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" 453.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I U-[ TD-3 ACSA GENERAL WATER & SEWER CONDITIONS (September l4, 2021) 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 20i SENATE BILL 8 WHICH AMENDS THE SAFE DRINKING WATER ACT). 4F 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 ATA MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OFTHE 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 OFTHE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OFTHE FIRE SPRINKLER MAIN DOWNSTREAM OFTHE 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. z5. 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. MIN. B' MIN. 17.5' 8' MIN. a P. A" .. 60" _ 38" d 18 MIN. I17.5'� TII 37' MIN. WNGNUT LOCKING ASSEMBLY 12' MIN. B PA55 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 4" DIAMETE AND VALVE WATER ASTM A36 AND HEX NUT asTM A388 (TIP) UNDISTURBED EaRTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD WATER MAIN Z z VALVE J F� 24"MIN UNDISTURBED EARTH PLAN R F 7.71 CLASS A-3 CONCRETE e" ELEVATIGN UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER 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 IS URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS ng. W-3C ON-LINE (TYPE "B") TD-6 PLUG 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 ( NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS V. 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 •. y O 44" MIN. -HN­4y 8 MIN. 17.5"6' MIN. q (22.5' FOR COMPOUND METER) A (" 80. - 35' d ' ..A O Q (22.5" FOR COMPOUND METER) 18 MIN. H�17.5"�H yT 37- MIN. 12' MIN, WNCNUT LOQ(INC ASSEMBLY 1 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 (2" METER) NTS FIG. W-7C TO-15 TO-16 NOTE! HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" Al CU. FT. y58 STONE 42"MIN e; 5" GATE ••.I VALVE TEE 25DO P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST ,--1• UNDISTURBED STABLE SOIL. STEEL PILE 7 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WENA HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 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) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX '),-FI„ RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4-01. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE JIFILLETS 3/4 DIAMETER OF , CONTRIBUTING ----�-_ SEWER. TT a 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/ NO. 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. S-I-A TD-25 o of E of o E fn E mo E N nu �mmy ryl G ng W I �I I TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-HD TD-31 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE El WATER VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE S d 2'x 2' BEARING AREA. THRUST BLOCK d a. d e a. d a c 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 SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �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 SECTION 4s•o'o" T Ck 4-(Slmm) Fw.B.) C. sx) IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION FRAME EMi ION N.T.S. FIG. S-2 3 13/15- . 2z T3/1s _ 2 1/8" [B7mm] [579mm] I54mm 0 25" _ 1 3/8, [635mm] . "mtm [35mm] 9/16- O.D. OF GKT ERGO [ ] [14mm] BEOTION NEW CM BJU SFE A4EY6LY [38mm] Y[TK 1800' SEW R (RBKBN3 ISmm 2400 [915mm• 1' I6mKIT VIEW OK NKBs [13mm ..AE (2) ISMR 1/16 X 5/8 X 1 1/2 RUNW =f5 G0r8-11X11 W3 1 (I CBI/2 55 PIMR CWB ]IS 1.50 GOPLAN NO1ES PICKBAR•LOCMIKS HOLE DETAIL 27 xN KK 5/8-11 2N xvu HM. LpBIM 1. ALL MANHOLES MTHN 1W YEAA RCICPIAIN OR LOCATED IN AREAS SUBJECT TO ROWING SHALL HAVE WATERTICAIT FRAME Is COVER. (2) MR HX AM 5/8-11 2N 2 ALTERNATVE DESIGN FOR WATERTIGHT CONaM NLL S COVERS SHALL BE FDED TO MAKES WITH LOCKING BE CONSIDERED. LUGS OR SIMIUAR ASSEMBLY. TYPICAL WATERTIGHT PAR!/ OW01226 (2) 1936K LOCK WG a»>'Rn POUR• 001RA,65 MANHOLE FRAME & COVER LOCK WG ASSEMBLY N.T.S FIG S4-E TD-32 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: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH%"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 EMBEDMENT 8"MIN SPRING DNE O OF PIPE NO. 68 STONE NTS FIG. W-BC REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INITIAL 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 ,NALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 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>9LLINS7 Lic. No. 0357911� p 5/16/22�� oz5'IOnrAT. Z ; O a G V) ICE:Z Ul F w 0 Z F O O L L (� ! •� 4 W 11 K ' I Q° J w 0 D7 w ILu m � ' ^ 0 N ° L CIO �f 3 `Nl_ �l G N z O 0 1 3 a (N Q ' o W ( o N Q 0 Q Lu 3 W Lu Q � M _J = J _J Q m W Lu o Lu,--1 W a 0 n L91-7 06 ° O 0 N J II CO Of I_ Ld Q T_U O� U Lu° 0 U) Lu �J' J ulZ) z �_ U)_ Lu 0 L Z Z i LI W CD W W Z Q Z W VJ Z I- J w LuO J � � z ° O Q F1 n 0 0 CD � U CD x N w r w ° E- H N U O w z E 0 w � � = 0 a n JOB NO. 182150 0 N SCALE a a c AS SHOWN c SHEET NO. n m 23 t Ub f� TRASH ENCLOSURE - FLOOR PLAN A52.01 ONCRETE :ESS WITH DI.. TRASH ENCLOSURE - SECTION 2 2 1 /4" =1'-0" 1 Y 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 ,$ 0" LIGHT FIXTURE COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS TRASH ENCLOSURE - ELEVATION 5 1/4" =1'-0" 5/4 X 9-1j FIBER CE 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 p TRASH ENCLOSURE - ELEVATION D8 1/4" =1'-0" 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 FIBER CEMENT PANEL FURRING COORDINATE CONCRETE I ON FURRING STRIPS STRIPS LANDING & ACCESS WITH LAYOUT & GRADING PLAN 5/4 X 11-1/4" FIBER 5/4 X 11-1/4" SHEETS CEMENT TRIM FIBER CEME TRIM GROUND LEVEL / Q TRASH ENCLOSURE - ELEVATION H" 1/4" =1'-0" BROOM FINISH 6"x6" W2.lxW2.1 WELDED 2" WIRE REINFORCEMENT 7" CLASS A3 CONC. WITH A STRENGTH OF 3,500psi AT 28 DAYS (MIN.) 7" 21 A STONE COMPACTED SUBBASE DETAIL - CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON —SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. PAD SHALL BE SLOPED TO DRAIN. TRASH ENCLOSURE - ELEVATION E 1 /4" =1'-0" COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS G SCOTT/R. 0-LLINS'Z Lic. No. 035791.'n p 5/16/22 '471 z 0 F- u Z" w 0 00 0 F�1 Ln Lu L9 LEVEL � U w w z L9 z w —GROUND LEVELL On y ul z J J 0 u _GROUND LEVEL h o„ Y 5 z Q J Lij M M d) N � J cM Q z E� N LL O 1 J N Q Q Q L1J Lu (n o J = � U) w W Lu ,--I 0 o z °?j 0 O W U O V 'w^ W v , Y E :D Lu (%) L ) 0 � z � c/) Lu z WLu W Q c/) 0— F_ Q ~ F_ w F_ Q O 0 a- N = Lu J F z w JOB NO. 182150 SCALE AS SHOWN SHEET NO. 24 �! 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MECHANICAL EQUIPMENT FOR BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 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No. 035791 LL, 5/16/22 ¢�'41 W7 Q O 0 I ti N M 11 I N 0 w(N N W Lu w J J VJ Lu ull , zQ U w I Y Lu ul VJ Lu zLu Of ''�^ VJ L.L jOf r< V OQ Q N u c O 0 = a 7 J = I..^L a a>i Lu h U _ III V / 0 0 O J s Q w z 0 n III D U ° 0 Q0 N w J ■^, C, L / d o Q _ =L N W Z:) 0 T--1 O 0 a _ z J N O 0 Lu II ~ c Ull N Lu J U 7 V) J o as N W ( I) > O O > z Lu= C o G z z_ Ir w Ed c/ z LL z w w 0-z Z J J U U Lu 1 . z a O III a O N > N U X N = U N w O J O I- N � zw E w ' 0- Ln °o JOB NO. w 182150 0 N N SCALE ° 1 "=100, C h _ ° SHEET NO. a 25 N 0 O) \ l'Z6�LL�V15 \\ w '19040911 3 : n .Inn-7 , h, N n � \ �✓ WLS4 '" I I N \ \ N BUILDING #2 \ \ \ •`� . I I 39 UNITS ' TYPE 1A \ I I I II Ji I > I WLS PARK I'. I I • I ' II I / I 0 n NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC POINTE °SVILLE LLC SSCREEK PLACE C RIGHT OF WAY 61' 1 f ss - I � 90 91 IIII I I I 92 I j I I 93 I I I I I I I I I I IM 98 97 NORTH POINI E SECTION 1fi TMP 03200-00-00- 2300 W Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens LLF Description OQ❑ 13 WLS1 POLE LIGHT 181 6295 1.000 WLS-EDR-5M-04-E-525-40K (2 HEADS) O❑ 11 WLS2 POLE LIGHT 181 4509 1.000 WLS-EDR-4MB-04-E-525-40K (1 HEAD) L 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 \ W= LSi 1.0 0.5 u• A (1021n1ry 17A• \ (A•2mm) /* W OR r(ebinlp 4.6., (116mm) (S"mm) -► 3 Ngmm) Vi: I 'T M la '.r RI80E ENRIHEA ES EDR S SPECIFICATIONS GENERAL RFSCRIPTISN- S1nlw Rufiledm pt nwnmzes arMtllwd ngurrwdx Irbe ddM wngad [m3MIaMnlmwNn nrmn WIM11r nRMIFDhYA rpnpMlrMlY ,pnvMArl[sNM anN M1WIPa(wrrMlY.dulMxmlwuil As. 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Y3OhoLw ddL.dM Mrbrmtsnl b0 aux■iuln.. JY4Me1 in 45TMLrldYJ B 117. LR EQUIVALENT - -.MODE :ryDE ROUND LED AREA R Ea�R■� EDR SERIES IMFOWENa I pf I IYF 111rRe" Ir pP 414T (]IL] ]]IpU]IOY MOUYr1YL (EMS 4I4 c OIIV[I VOIIALE rIXIW T(w pPIIpXS Cpl 1M- .n R3' Ol rr C 3w UL i,, j !LZ MK DIMS - JMp dwn ]e• pl 4, L,M•, lima ] ]P.v ALK N - 1 /N [B a.Yl .1 Ux z M.V-M sR- HL M ' ZMP .Y:aMn lY 1. SS 31] wN ]111T-OAML S Ih L ✓v Irewi 1[.IA ,Mna IL IflV LC.r u,M n,r M. PrcCR vH mne phee n.LaV n Tw, r /1 ✓y• 3M DinD e. FOR N1_.1 •1 are ensa YWLN Hillis ILi i L 1 - IMP TO.ell,., =pie Y wan, dI I,. w. lawn. 53 4, SM aMum T an Hie ".w,dwa NuwnW 9MN h'aMw„ EDR 311 R3 D6 E 525 UL BRZ 57K NB I .:nMawa ORDER: WLS-EDR 5M 04 E 525 BLK 40K -1W arM T-q'w,:. rM W JJJuravinua.n. rtw.mur. n Mur w'^a•nPnlaw•Mn,yar, M nT•wn l wM W rl•. erY.ne Mrr le.,arM.l Ile S CawrN•Lw+rn In, 11 vr,Ir Irr..,uran,.H, ..-,n m.y...........n ew.snwr s...rn• nwNnmamawspRAwlrraM, rv.. - Lic. No. 035791,E 5/16/22 ¢�'41 z O F w Z z OC)( C) L NON N1 Lf) ` w E DU [ W c 6 OR EQUIVALENT II c .vedpM tlo U.S.A. a us. aM Nrgpca pan. N Nren Buv AMMlan ropllrMlnln MlMn rM MM N U C RIGHT PACE OF 1L c N 2 R wAY ^�^ In AappvNgy Aopdilimp, • IS Laarb[ D,E]: WMLS LIE11111115TENS ppi Adend BY PrpJ.'"New • ON p ID c U La,tbm wM. WLS LIEITIIE SM5TEMS Iri o UIO\YNMaa Phwa FmdawM l%74110 r BOdA3]B:,I [¢Bli /1S.18N ' • I3KH w..•ilelmm�nngoOnn Consider the Impact! !%.fitll • 9C:_v]]9I' :,r 91'iii as is ...� +'wvw sl, hr,,• ON COnsldet the t-paCC � R N TS S"ERIES C J SPECIFICATIONS 1 L�'•']R�� � POLESHAPT Pole shah lsekemweMed ASLM Ai000MNG creel eud�tgw�rha m•n VJ U U>i ykd ttmlRh pAWD00 W. On ieronMwMlMel p0leR lwwnkM1lghspenDM pee. r. r. � r .� Nvgwre3-3A'OD.aa-30-adl Teron •l vgan'afO.D a4NB'ull kalrwro[c A 1 area•nM 5-b dWINXI. 1 _ LI M C XAXD MOtE - Mmaard Karla In4 b[atM s 13'abpra Poo Wn. PNMs 1R.M dnvv Nvaal'a4'ro Merced NM Fix'. SMnerpDles hexe.YYA•ran rdn[a<etl Mndble. 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I I I 4 BUILDING #7 1 39 UNITS TYPE 4 4 Q PARK (NORTH POINTE 29 WLS NORTH POIN E 7 > t ', ...M -... WLS3 3 SECTION 1C CHARLOTTESVIL E LLC - 'NORTH .M TMN 00-00-02300 ". JE • ���------------------------------ -------- ----- J I CHARLOTTESVILLESVILLE LLC / ...., •.. - ,• >, a .. .. - .. 7w howmPMe(C.ITUCilmE0YmM .:• '' _ --. _.. _. - - u.wwrvN Leeww. bwn.evam a Nw:ew.a.-ro.Y <«rwrwrwraaew JOB NO. ,. - .. t - l� •I Lgr1aR-.Yd. .m Y a..MPna,-.eadvAeu n n n n n n n n n�du n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n iln n A,41mn (�-Ailun n '"Ybd""n m'" er.:Y.m. caner o e-M.r.},.sa,•.aeaeA <_>< 182150 U r I I I I R J b 1 � I R \ 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 LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 5. FIXTURES SHALL BE BRONZE IN COLOR. I \ STANDARD LIGHTING DETAIL: 0.5 I I . BUILDING #1 :.I. �,•• � 39 UNITS TYPE 1A \ r` \ I I WLS4 WLS4 \ M �\ S S \ LS2 \ WLSn 1 d 1 d" PARK` WLS 5 PROPERTY J BOUNDARY (TYP.) 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AVAIIARE(1TIDNIS 04 v a CRUD rL- ARR 351gx vantlaD:ob lm Nvau[ 1 +�' (DUD v _n L[E Tile mltl NmwralilR N_¢ASdn yl r jr MgApNw[pm m.M1YIICenly: 10 MYI W O 030UO ,vole .r c-no l w RMARIIROEpIMRalt ag rr DYnMN4Se11RTAMlC sewleNyl F- wadmMRLplardnswell � � OR w W t[RNnMdiIDItRaCOIDYINHB)dTN npwAgmir z oaeo(rrow IS LWOMM IS al%NOT O W u comad(ICB1EOfn 101 MON(ppM(AA3W fl%A . w:,+Aa1rA.,t InwMrs•[Dr uxwrvll..wr M.Y, O m THICKET RUN PLACE 50 O 2".j ".j0 I00 Yae.,A M1.ISy<ae+e,eQ.Vu .Well[ YMMw.NaR<ae2 SCALE PUBLIC RIGHT OF WAY YpFI,+IrM.wgw<19rR.>.sx- •..-.�I.x..xeYe..eO*-Ira.... ..r,eY« wrr 0 61' R/W c -- OR EQUIVAL50, _ .. v?) %J Ta,.-, 'u°; w.J �, .>J �7, s,J r,J w,7 n s,J .J ,�� •,� OR EQUIVALENT _.-r:,[ _ .:.. .. _ _ ._.�; ...:, . .> , .• ..r�< ..,.....: _ . ..., r .., ,--; ...... , .. ::_ .. -. . r �. . , ..:: , . ,.- •. _::.... :. _ ....,•... ,.:: 74------ 73 70 GR 66 L--- 6� 62---- b1- 59__1 In h - ft. m ,., SHEET NO n -fig 65 -----64---- ----- --- ---- - ----------------- - ---- In. n .., - Spe�itto[I]ns antl tllmenslDwiM m t�ianfe witbeu[ ne[k[ - �f3ROWNLEE I 0 H T N G '" w m 03 subleu �. .... r ,...... ... eroenw rpn li 26 N s H r y_ TMP 03200 NORTH LLC MONL FINAL DESIGN TO K PL G OF y L102 C BOULEVARD 44 LiE e/R PU13LIC RIGHT OF W MI .. 91-DA.. AY_ 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+B 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1" / 8' B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1" / 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 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1' _ 1" / 8' B+B 424 6360 SUBTOTAL 99 SUBTOTAL 39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1" / 8' B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 11" / 8' B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1' _ 1" / 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 11" / 8' B+B 99 1188 SUBTOTAL 1 611 ISUBTOTAL 7370 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 EXISTING TREE LIMITS PROPOSED TREE LIMITS EVERGREEN TREE PRESERVED SLOPES CEDRUS ATLANTICA SEE CIVIL DRAWINGS ILEX OPACA ILEX X'NELLIE R. STEVENS' TREE PROTECTION JUNIPERUS VIRGIN IANA FENCE MAGNOLIA GRANDIFLORA THUJA OCCIDENTALIS X CUPRESSOCYPARIS LEYLANDII SMALL CANOPY TREE CORNUS SP. CERCIS CANADENSIS LAGERSTROEMIA SP. PRUNUS SP. MANAGED SLOPES SEE CIVIL DRAWINGS SHADE TREE ACER RUBRUM LIQUIDAMBAR STYRACIFLUA 0 QUERCUS PHELLOS 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 PRUNUSLAUROCERASUS 'SCHIPKAENSIS' VIBURNUM SP. ACCENT PLANT CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' PENNISETUM ALOPECUROIDES 'HAMELN' NCITFC- SEE NOTE 1 1. ENHANCED PLANTING PALETTE IS SHOWN FOR REFERENCE TO DEPICT FINAL BUILD OUT LANDSCAPE. 2. ENHANCED PLANTING SELECTIONS ARE PRELIMINARY AND ARE NOT INTENDED TO BE ALL INCLUSIVE. ADDITIONAL SELECTIONS WILL LIKELY BE ADDED AS THE PLANTING DESIGN IS DEVELOPED FURTHER. LANDSCAPE NOTES: N 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 W W.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 1 SITE PLAN SUBMISSION 1 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 511MO2211:41AM ORIGINAL SHEET SEE: 24X36- SHEET NUMBER L 100 LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM POTENTIAL ENTRY MONUMENT LOCATION INTEGRATED WITH RETAINING WALL (15) SN-PLOL PROPERTY LINE 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+B 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1" _ 1" / 8' B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1" / 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 11" / 8' B+B 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1' _ 1" / 8' 1 B+B 1 4241 6360 SUBTOTAL 1 991 ISUBTOTALl39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1" / 8' B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 11" / 8' B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1' _ 1" / 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 11" / 8' B+B 99 1188 SUBTOTAL 1 611 ISUBTOTALI7370 DECIDUOUS SHRUBS VIDE 1 30 NA I VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1 18-24" HT. #3 CAN 131 930 SUBTOTAL 1 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 PRESERVED SLOPES SEE CIVIL DRAWINGS COMPACTOR 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 STREET TREES -SEE NORTH POINTE SUBDIVISION SECTION 1 -ROAD PLANS EF- TREE PROTECTION FENCING �i EXISTING TREE LIMITS Nl-^/ 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 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: = HORZ: V1"30' 0 15, 30' 60' SHEETTITLE MATCHLINE: SEE SHEET L102 5116/202211:MAM ORIGINAL SHEET SEE: 24 X36- PLANTING PLAN SHEET NUMBER L101 g MATCryHJILINE: SEE SHEET L101 (1) P GLET � SN-QUEP - (1) SN-QUEP - P (1) SN-QUEP �- (1) SN-QUEP ONSITE LANDSCAPE SCHEDULE KEY QTY. I CAT. BOTANICAL NAME COMMON NAME I CAL/HT. CONT. CANOPY TOTALCANOPY 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 1" _ 1" / 8' B+g 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1" / 8' B+g AN 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 I QUERCUS RUBRA NORTHERN RED OAK 1" _ 1" / 8' 1 B+g 1 4241 6360 SUBTOTAL 1 591 ISUBTOTALI39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1" _ 1" / 8' B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1" _ 1" / 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+B 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1" _ 1" / 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 LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL T251 SUBTOTAL 1598 TOTAL 49787 rl F \ \' (1) R-BENT L (1) P-GLET \�\ ET v (1) P-GLET fQ\ Qnl_\nnL I I" I r II V fI hd ill POOL DECK = 502.00 \ BUILDING #4 F-(9)SN-I�cR 42 UNITS TYPE 3 rr�=� �I BSMT=50 16 (3) SN-VIDE (1) R-AMGA _ s_a i (1) SN-QUEP (1) P-GLET �,' (2) P-GLET pp (9) SN-PLOL (3) SN-VIDE ° LINE OF SIGHT /\�------ -------------------- EASEMENT (9) SWILCR °so (1) SN-QUEP / \ -- - - -- - - \ (3) SN-VIDE (9) SN-PLOL - x (1) SN-QUEP " (2) P-GLET IN 0 IN (3) SN-VIDE (9) SN-ILCR I I / (1)� P-GLET S \ (1) SN-QUEP (3) R-AMGA (1) SN-QUEP y 3z EIP-EI' 9 U F LAWN � 3 r POTENTIAL -- ) GRILLING AREA \ C LI E OF SIGHT EASEMENT \ 8 3 •.0 M M M M M M M Im (1) R-CECA (1) P-GLET (2) R-CECA BUILDING #7 39 UNITS FFE=518.85 TYPE 4 �o0oeeeee �.w�feeeeeeeea0_oylr�•7000Z moo.. ,�(eeoeogenoeeevoovooa eeneese'#r�Co"0000a THICKET RUN PLACE PUBLIC RIGHT . 1 • P-GLET X C P-GLET EASEMENT '20 !) P-GLET (1) P-GLET (1) P-GLET (5) ST- LI CR (7) SIT-PLOL (5) SIT -IL t (. (2) R-PLAC P M M M M M M W N m T � n T T ED n BUILDING #6 39 UNITS TYPE 1 FFE=512.5011 I ..' lrlf TftRilifRfRl FENCE ACCESS G, �{ o JT EXISTING TREE LIMITS PROPOSED TREE LIMITS — TREE PROTECTION FENCE MANAGED SLOPES 11_EE CIVIL DRAWINGS PORE: PROPERTY LINE CONDENSER,TYP. LANDSCAPE NOTES: EXISTING TREES TO REMAIN It STREET TREES -SEE NORTH POINTE SUBDIVISION SECTION 1 -ROAD PLANS ---o- TREE PROTECTION FENCING w EXISTING TREE LIMITS I I �-/`/ PROPOSED TREE LIMITS I "P" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING WITHIN PARKING AREA REQUIREMENT I "SN" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING ALONG STREETS NORTHSIDE DRIVE REQUIREMENT "ST"' PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED 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 W W.LANDDESIGN.COM KEY MAP TH 0 I A MATTHEW V. CLARK 9 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 I SITE PLAN SUBMISSION I 05/16/22 DESIGNED BY: MC DRAWN BY:LH CHECKED BY: MC SCALE NORTH VERT: HORZ: 1"= 1"=30' 0 15, 30' 60' SHEETTITLE PLANTING PLAN SHEET NUMBER L102 5116/202211:ABAM ORIGINAL SHEET SIZE: 241 M-r m 1ci � II LANDSCAPE NOTES: PARKING LOT AND VEHICULAR CIRCULATION AREA INTERIOR PARKING LOT AREA INTERIOR PARKING LOT TREES 000 LANDSCAPING ALONG STREETS I F P'suWAyc°RreBOO 9l'RNJ WNY 340' c- 1a I PARK I.IIIETITN1111 > P B LHIGHT C F WAY 1'H/W 11 1 -6 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 SMALLTREE 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 0 0 'P" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT 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 1 " _ 1 J' / 8, B+g 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 "_1J'/8, B+g 424 12296 PLAC 4 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 " _ 1 j- / 8- B+g 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1 " _ 1 J' / 8, B+g 370 6660 QURU 151 RGE QUERCUS RUBRA NORTHERN RED OAK 1 " _ 1 J' / 8' B+g 1 4241 6360 SUBTOTAL 1 991 ISUBTOTAL 39889 ORNAMENTALTREES 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 1 " _ 1 J' / 8, B+g 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 1 J' / 8, B+g 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1" 1 jH / 8- B+g 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1" _ 1 JH / 8, B+g 99 1188 SUBTOTAL 1 611 ISUBTOTAL,7370 DECIDUOUS SHRUBS VIDE 1 301 NA I VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1 18-24" HT. #3 CAN 311 930 SUBTOTAL 1 301 ISUBTOTALl930 EVERGREEN SHRUBS ILCR 58 NA I ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 1 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 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 1 138 22 EVERGREEN SHRUB 0 108 108 78 TOTAL 0 138 138 1 138 100 '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 0 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 TOTAL 10 0 10 10 100 DECIDUOUS SHRUB 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 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 6 0 6 6 100 DECIDUOUS SHRUB 0 0 0 0 0 EVERGREEN SHRUB 0 0 0 0 TOTAL 0 0 0 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 JJAl1l..1..VeAoo 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEYMAP 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 I SITE PLAN SUBMISSION I 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERN/A HORZ : 1 "=100' 0 50, 100, 200' SHEET TITLE 5116I202211:54AM BBPH�M2T MR E6Y4ME9 SMO1@BEErWftA 6WEEA34AXB6' M ORIGINAL SHEET SIZE: 24"X36 LANDSCAPE COMPLIANCE SHEETNUMBER L103 LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 VVWW.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 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 I SHRUB PLANTING ON SLOPE SECTION SPACING 'D" 3Q o= + + + + + + + + + + + + + + + + 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. KEY 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, 5116/ 02211:NAM B®WIN QZ2Z WT ORIGINAL SHEET SIZE: 24 X36' LANDSCAPE DETAILS SHEET NUMBER 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 I ( DRIP UNE SNOW FENCE BOARD FENCE ORING CORD FENCE 'WW-�PLASIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING ON ON 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 folloo,mo items shall be shown on the plan: U Trees to be saved; U Licanx of cles<ing (outside dripkne of trees to be saved); U Location and type of protective fencing; U Grade changes requiring tree wells or walls; Ea Proposed trenching or tunneling beyond the limits of clearing. 2. Marklmcr ID All trees to be saved shall be marked with print or ribbon at a height cleady visible to equipment operators. U No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: fl Tree preservation and protection mess urea shall he reviewed with the contractor on site. 4. Equipment Operation and Storaee: U Heavy equipment, vehiculartraffic and storage of construction materials including soil shall not be permitted widin the driplines offices to be saved. 5. Soil Erosion and Stormwater Detention Deviees: U Such devices shall not adversely affect trees to be saved. 6. Fires: U Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: U Toxic materials shell not be stored within 100 feet of the driphose of trees to be saved. S. Protective Ferrcing: U Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. EI Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading cr construction. 9. Tree Wells: U When the ground level most be raised witlan the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: U 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. Trenching and Tunneling: ZI When benching is required within the limits of clearing, it shall be done as far away from the hunks of trees as possible. founding under a large tree shall be considered as an alternative when it is anticipated that necessary treaching will destroy feeder roots. 12. C M Protective fencing shall be the last items removed during the final desnup. 13. Damaged Trees: ® Damage trees shall be treated immediately bypmrang, ferdhzamon or other methods recommended by a tree specialist NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFERWITH THE CONTRACTOR ON TREE CONSERVATION nn REQUIREMENTS. 05/16/2022 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/W Page 1 of 1 LandDesign 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP F� 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 5'16/202211:60AM WT ORIGINAL SHEET SEE: 24' X 36' LANDSCAPE NOTES SHEET NUMBER L 105 � y .�" 1 •�r%t J _ ^1 1 • 1 BENCH L106 PRECEDENT NTS 2 � WASTE RECEPTACLE L106 PRECEDENT NTS -4 BIKE RACK L106 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. LmdDes4p. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WVJW.LANDDESIGN.COM KEYMAP 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. 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 511&202211:MAM R®WIN6U21 WT ORIGINAL SHEET SIZE: 24"X