Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP202200034 Plan - Revision 2022-08-16
GENERAL NOTES NORTH POINTE APARTMENTS OWNERS: TMP 03200-00-00-02300 (PORTION OF) NORTH POINTE CHARLOTTESVILLE LLC 2629 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.88 ACRES (LOT 2) ZONING: PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL) - (ZMA-2000-00009 & ZMA-2013-00007), CONTAINING THE FOLLOWING: ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT, FLOOD HAZARD OVERLAY DISTRICT, AIRPORT IMPACTAREA OVERLAY DISTRICT, AND WATER PROTECTION ORDINANCE (WPO BUFFERS). SPECIAL USE PERMITS: SP-2oo6-034: MARCH 13, 2007 SPECIAL USE PERMITTO ALLOW FILL IN THE FLOODPLAIN OF FLAT BRANCH CREEK FOR THE PROPOSED LEWIS AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND VDOTAPPROVAL OFTHE ROADWAY AND 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 -1o.88 ACRES PROPOSED USE: 279 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (i2g) ONE BEDROOM UNITS (135) TWO BEDROOM UNITS (35)THREE BEDROOM UNITS BLOCK/SECTION CLASSIFICATION: LOT 2, SECTION 2A PROPOSED DENSITY: 279 RESIDENTIAL MULTI -FAMILY UNITS WITHIN io.88 ACRES DENSITY= 279110.88 ACRES DENSITY = 25.6 DUA OPEN SPACE: NO DEDICATED OPEN SPACE IS REQUIRED WITH THIS PHASE OF THE DEVELOPMENT. NORTH POINTE INCLUDES OVERALL OPEN SPACE FOR THE ENTIRE DEVELOPMENT THAT IS DEDICATED FOR PUBLIC USE FOR THE COMMUNITY. BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4 STORIES MAXIMUM HEIGHT (6o'MAXIMUM HEIGHT). NOTE, BUILDINGS GREATERTHAN 3 STORIES MUST STEP BACK A MINIMUM OF i5 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADIACENTTO A STREET. BUILDING HEIGHTS (TOP OF ROOF) = 45'+/- BUILDING HEIGHT (EAVE OF ROOF) = 32' +/- SETBACKS: FRONT: F 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= 20,000 SF (BUILDING FOOTPRINTS RANGE FROM 12,350 SF TO 13,88o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE STREETS: CURB & GUTTER FOR PRIVATE TRAVELWAYS WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE NORTH FORK RIVANNA RIVER, JACOBS RUN AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY LINCOLN SURVEYING, OCTOBER 2.022. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, OCTOBER 2021. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE INFRASTRUCTURE IMPROVEMENTS FOR THE NEIGHBORHOOD, INCLUDING CLIFFSTONE BOULEVARD, NORTHSIDE DRIVE, AND THICKET RUN PLACE. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE 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 lE. LOT LAND LOT 3 WITHIN SECTION LE SHALL BE FUTURE PHASES OF DEVELOPMENT. RECREATION: NO RECREATION SPACE IS REQUIRED WITH THIS DEVELOPMENT. HOWEVER, THIS NORTH POINTE APARTMENT COMPLEX INCLUDES OVERALL RECREATIONAL AREAS AND AMENITIES FOR THE COMMUNITY AND ITS RESIDENTS. BELOW IS A SUMMARY OF THESE AREAS: CLUBHOUSE/POOL/FIRE PIT/GRILL AREA/TOT LOT AREA: 24,goo SF DOG PARK: i,5oo SF GRILL AREA: 1,250 SF TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE APARTMENT COMPLEX: 27,65o SF PARKING: RESIDENTIAL PARKING REQUIREMENTS: (1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT= 129 ONE UNITS x 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 12 VAN ACCESSIBLE ADA HANDICAP SPACES): 476 SPACES 2. ON -STREET PARALLEL PARKING SPACES (ADJACENT TO THE SITE) ALONG NORTHSIDE & THICKET RUN: 32 SPACES TOTAL NUMBER OF SPACES PROVIDED: 5o8 PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OFTHE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION 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 loo-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.88ACRE 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: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT COMPLEX. UTILITIES: WATER AND SEWER IS PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING(TRASH/MAINT.:271,897SF(3.95 ACRES)- (36%) SIDEWALKS: 28,699 SIP (o.66 ACRES) - (6%) BUILDINGS: 97,863 SF (2.25 ACRES) - (21%) RECREATIONAL AREA: 24,goo SF (0.57 ACRES) - (5%) LOT AREA/LANDSCAPING:15o,574SF(3.46ACRES) - (32%) TOTAL: io.88 AC PAVED PARKING AND VEHICULAR CIRCULATION AREA: 371,897 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 i DEVELOPMENT AREA. THESE FACILITIES WERE DESIGNED TO INCLUDE THE STORMWATER FROM THIS SECTION OF THE DEVELOPMENT. THE EXISTING FACILITY PROVIDES BOTH WATER QUALITY AND WATER QUANTITY TO TREAT THE RUN-OFF FROM THE SITE. SEETHE APPROVED NORTH POINTE SUBDIVISION SECTION 1- ROAD PLANS (SUB2o16-00092) FOR THE PROPOSED DESIGN OF THESE FACILITIES. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=13,88o SF TOTAL AREAS OF OTHER FLOORS = 27,76o SF TOTAL BUILDING AREA: 41,640 SF REQUIRED ISO FIRE FLOW =3,500 SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG CLIFFSTONE BOULEVARD IS 2,496 GPM AT 98 PSI. SECTION 1E -PHASE A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT Al RFMORI F ('(11INTY \/TRC;TNITA NORTH POINTE RESIDENTIAL UNIT COMPARISION Sl DETACHED 0 MULTI - FAMILY 0 OTHER 0 TOTAL 0 NORTHWEST RESIDENTIAL AREA SECTION 1A SECTION 1B SECTION 1C SECTION 1D SECTION 1E NORTH POINTE APARTMENTS 0 0 184 184 42 0 0 42 28 0 0 28 21 0 0 21 16 0 0 16 0 0 0 0 0 279 0 279 TOTAL 107 1 279 1 184 570 TOTAL NUMBER OF UNITS 570 Note: A total of 893 units is allowed within the North Pointe Development NOTES: 1. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, ioTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 279 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 2,042 ADT (1,o21 ENTER/ 2,021 EXIT) AM PEAK RATE - 0.46 VPD PER DU =12.8 VPD (29 ENTER/ 99 EXIT) PM PEAK RATE - o.56 VPD PER DU = 256 VPD (98 ENTER/ 58 EXIT) NOTE: AN OVERALL TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED FOR THE NORTH POINTE PROJECT. THE PROPOSED DEVELOPMENT WITHIN THIS PHASE OF NORTH POINTE IS INCLUDED IN THE APPROVED TIA. AFFORDABLE UNITS "FOR SALE" TRACKING TABLE NORTH POINTE Single Family Multi Family Other AH Total For Unit Tvoe AH For Sale AH for Sale For Sale Sale Required 16 12 12 40 Phase 1AAD AH Previously Provided 16 0 0 16 Phase 1E AH Provided 0 0 0 0 For Sale Units of all Types in Phase 1E 0 0 0 0 % of AH Proposed Phase 1E 0.00% 0.00% 0.00% 0.00% PreNous Provided AH For Sale 0 0 1 0 0 Total Provided to Datel 16 1 0 1 0 16 Total % Provided to Datel 100.00% 1 0.00% 1 0.00% 40.00% AFFORDABLE UNITS "FOR RENT" TRACKING TABLE NORTH POINTE Unit Type Multi Family AH for Rent Required 63 Phase 1E - Phase A Proposed AHU 42 Phase 1E - Future Areas Proposed AHU 21 For Rent Units of all types in Phase 1E 415 % of AH Proposed 100% Previous Provided AH For Rent 0 Total Provided to Date 63 Total % Provided to Date 100% Note: "Previously Provided" may include units not previously proposed but qualified under the North Pointe Charlottesville, LLC 73MA-2009-009, SP-20D2-72 and ZMA 2013-00007 North Pointe Proffer Amendment Section 8.2 - American National University Iv"/ '+�� i SITE 01 k, J Airport Acre. 4" � r a° sl, u ® PROFFITRD re,ry°,00k '�walgreens •�, 9" ozort t-,o ..04reauac VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 PROFFERS 3 PROFFERS 4 PROFFERS 5 EXISTING CONDITIONS 6 OVERALL SITE LAYOUT 7 LAYOUT PLAN 8 LAYOUT PLAN 9 GRADING, DRAINAGE, & UTILITY PLAN to GRADING, DRAINAGE, & UTILITY PLAN 11 ROAD & UTILITY PROFILES 12 DRAINAGE PROFILES 13 DRAINAGE MAP 14 DRAINAGE CALCULATIONS 15 DRAINAGE PROFILES 16 DRAINAGE PROFILES 17 UTILITY PROFILES 18 UTILITY PROFILES 19 UTILITY PROFILES 20 SIGHT DISTANCE PROFILES 21 NOTES & DETAILS 22 PAVEMENT DESIGN & DETAILS 23 UTILITY NOTES & DETAILS 24 TRASH ENCLOSURE NOTES & DESIGN DETAILS 25 SITE CROSS SECTIONS 26 LIGHTING PLAN Lloo PLANTING REFERENCE PLAN Lim PLANTING PLAN L102 PLANTING PLAN L103 LANDSCAPING COMPLIANCE L104 LANDSCAPING DETAILS L105 LANDSCAPING NOTES Lio6 LANDSCAPING SITE DETAILS 33 TOTAL SHEETS LEGEND EDGE OF PAVEMENT zoo EXISTING CONTOUR CURB 300 PROPOSED CONTOUR PROPOSED ASPHALT PAVEMENT sos.2'r ET, PROPOSED SPOT ELEVA77ON EXISTsas.zi0 7BC DEN07ES TOP/BACK OF CURB LANDSCAPE VEGETATIVE/ LANDSCAPE BUFFER T/B DENOTES TOP OF BOX GREEN WAY BUFFER sos. TT, PROPOSED SPOT ELEVA77ON sos.2i w TW DENOTES TOP OF WALL PROPOSED EASEMENT, BIN DENOTES BOTTOM OF WALL VARIOUS WITN EACH SHEET Q DROP INLET & STRUCTURE NO. 9 PRESERVED STEEP SLOPES DRAINAGE PIPE MANAGED STEEP SLOPES BENCH MARK ! PEDESTRIAN AND VEHICLE ACCESS a VDOT STANDARD STOP SIGN 0 PROPOSED CONCRETE �4 PROPOSED HANDICAP PROPOSED & EXIS77NG GUARDRAIL PARKING SPACE STRIPING « PROPOSED ASPHALT PROPOSED FENCE STRIPING (DIREC77NG OO OO Qo OO 100 YR. FLOODPLAIN 7RAFFIC) BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-o9 AND THE 2025 VIRGINIA CONSTRUCTION CODE. 3 WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-385o x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN 5 . THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT I- SCOTT7R. CD-LLINS7 Z Lic. No. 035791,n 8/01/22 tvj i Z 0 O U w J Z � O w m oc J a ZLu o o z O Z - o U) U) rA w Co N a W un M4= tV N N N W O O a to ti o M 00 L9 Ul z C� r ti M (Yi O N C`') r N O CY) (N N Q LU J J U) LU Q U r Y w LU LU U) LU Of O O N z Q J LU H1 J Q z I� LL 1 Q LU Z LU r_1 z LU O U LU LU V / Cz G LL Q Q LU z w J O .. z w w 2 vl JOB NO. 182150 SCALE SHEET NO. 1 G 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-1 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 Manaeement Plan. The stormwater/best management practices spacing of fifty (50) feet), landscaping and sidewalks as shown on Sheet D-I shall be installed all associated bonds required for the construction of the following (collectively, the "Phase I With respect to the property described in rezoning application #ZMA-2000-009, 2.2 Appearance of Storm Water Management ("SWM") Facilities. The SWM ("BMP") plan for the Project shall be prepared, and all stormwater management facilities for the and maintained by the Owner in accordance with County or VDOT standards, unless VDOT or Road Improvements"); and SP - 2002-72 (the original "ZMA"), C WH Properties Limited Partnership is the fee simple facilities visible from the Entrance Corridor identified on the Application Plan (stormwater Project shall be designed and constructed, to accommodate all current stormwater discharge from the County agrees in writing to assume this responsibility. owner and North Pointe Charlottesville, LLC is the contract purchaser of Tax Map 32, management facilities 1, 2, and 10) shall be shown on a plan and be subject to ARB review and Tax Map Parcel 032A0-02-00-00400 (Northwoods Mobile Horne Park Development) and from (1) Southernmost Entrance on U.S. Route 29: Parcels 20, 20A, 20A1, 20A2, 20A3 and 291 (the "North Pointe Property"), and Violet Hill approval. SWM 1 shall be designed such that its shape, placement, and land form (grading) the existing developments on the northeast and northwest comers of Proffit Road and U.S. 5.2 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 1 shall be submitted to the ARB with the first ARB tax map 32, parcels 38, 38A, 39, and 39A; tax map 32A, parcels 2-1, 2-IA, 2-lAl, 2-111, 2-iC within the Project which serves the building or residence for which a certificate of occupancy is curvature in the roadway just north of the entrance. is the fee simple owner of Tax Map 32, Parcel 22K (Parcels 22H and 22K have been combined submission for Building 14 or 19 identified on Sheet B to the Application Plan ("Sheet B"), or and 24D. The stormwater management facilities shall mitigate the stormwater quality and sought with at least the stone base and all but the final layer of plant -mix asphalt. The final layer into a single Parcel 22K) (the "Neighborhood Investments Property"). Unless otherwise noted, any such building that is proposed to be located where Building 14 is located on Sheet B quantity impacts, for the stonnwater 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 U.S. Routed Southbound - construction of a continuous the respective parties are individually and collectively referred to herein as the "Owner", which pursuant to the terms of Section 3.2. SWM 2 shall have a more structured appearance than offsite conditions as described herein, as though the entire preexisting condition of the drainage certificate of occupancy for a building or residence served by the affected street segment. (with foot wide through lane (with shoulders guard rail required starting a point term shall include any successors in interest. The term Owner shall refer to the specific owner of SWM 10 (see below) and shall be designed such that its shape, placement, and land form area is an undeveloped wooded site and is being developed to the existing off -site conditions and h that is 1000 feet north of the southernmost entrance and extending south to Airport Road. en a u to Air . 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 o 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 ad jacentProperty, 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 and the Neighborhood Investments Property are referred to collectively as the plan for SWM 10 shall submitted the ARB at the time road plans are submitted to the Road Improvements are first constructed or bonded by others. The various phases of the Road with taper to serve northernmost entrance to SR 1515. "Property," unless otherwise noted. rt County and VDOT for Northwest Passage. 4.3 Erosion and Sediment Control. - Improvements are also shown for illustrative purposes on a color -coded copy of Sheet B that is attached hereto as Exhibit B. Owner shall dedicate to public use any required right-of-way that it (v) U.S. Route 29 Northbound - construction of a continuous Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner III. DENSITIES (a) The Owner shall, to the "maximum extent practicable", provide such now or hereafter owns in fee simple. For purposes of this Section 5.3, the use of the term "road" 12 foot wide through lane (with shoulders or guard rail as may be required by VDOT) extending hereby voluntary proffers the conditions listed in this Amended and Restated Proffer Statement,additional appropriate erosion and sediment control measures that exceed State and Local as it applies to internal streets shall also have the same meaning as the word "street" in the from Proffit (Airport) Road (Route 649) to the Northwest Passage entrance. which shall be applied to the North Pointe Property if this ZMA is approved b Albemarle pp p y pp y3.1 g units within the Project shall not Total Buildout. The total number of dwelling J minimum standards. if there is a disagreement regarding whether the standard of "maximum Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle Count Code where ( p y ) County. These conditions are proffered as part of the ZMA and it is agreed that: 1 the ZMA g O 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 Manaeement: The Owner shall, to the follows: This Amended and Restated Proffer Statement shall relate to the multi -page maximum extent practicable, provide post -construction stormwater BMPs that are designed to (vii) U.S. Route 29 Northbound - construction of left turn lane application plan entitled "North Pointe Community", prepared by Keeney & Co., Architects, as 3.2 Limited Adjustments to the Elements of the Application Plan. The gross floor achieve an average annual sediment removal rate of 80% as published by the Center for Design. The Road Improvements shall be shown on detailed road plans satisfying with taper into SR 1515. revised through June 13, 2006 and attached hereto as Exhibit A (the "Application Plan" ), and the area of the buildings used for commercial, office, other uses, and hotels shown on Sheet A may Watershed Protection in Article 64 of The Practice of Watershed Protection (2000 edition). VDOT design standards which shall be submitted by the Owner for review and, when Albemarle County Code in effect as of the date of the Original Proffer Statement (the "County be adjusted within a range of up to ten percent (101/6), provided that the maximum gross floor These will include, but are not limited to, bioretention, bioretention filters and wet retention satisfactory, approved by VDOT and the County (except for the Road Improvements to U.S. (viii) SR 1515 Eastbound - construction and/or restriping to Code"). The North Pointe Community shall be referred to as the "Project." area for each category of uses shown on Sheet A is not exceeded. The footprints of Buildings 6, basins. Route 29, which shall be subject only to VDOT approval) (hereinafter, the "Approved Road provide left 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 Creation cation 40-Foot Buffer Building 14 is located in the location shown on Sheet B, any such expansion shall be located to addition, if necessary, after first looking on -site for mitigation opportunities available to satisfy Improvements to U.S. Route 29 shall be based on the then -current VDOT design speed and (x) Close existing crossover at U.S. Route 29 and of a alone the Entrance Corridor. Within six 6 () months after the acceptance ce b the Virginia De arum Peat Transportation Yon "VDOT" the east so that at the additional space is located slop North Pointe Boulevard. p d. Notwithstanding g g the permitting process, the Owner shall contact the County for a list of off -site opportunities P gin P tY PP cross -slope requirements. Notwithstanding the provisions of thisparagraph to the coati Pe q g P ar7'. Southernmost Entrance to SR 1515. of f P o the P ( ) Road Improvements defined in the terms of this Section 3.2 to the contrary, but subject to the provisions of Section 8.1, the within Albemarle a e County for such mitigation, and shall look for tY g , o such mitigation opportunities the event that the internal residentialt t - street designs as shown on Sheet D 1 are not accepted by as Section 5.3 that are along the northbound lanes of U.S. Route 29,Owner shall plant and thereafter maintain at all times a landscaped buffer, including County may authorize Building 21 as shown on Sheet A to be adjusted by more than ten percent off -site. VDOT, the Owner shall submit detailed road construction plans for such streets to the County for (xi) Proposed Entrance Road between North Pointe Boulevard and U.S. Route 29. (IO%). 2 North Pointe Boulevard. Leake Road and Pr ffr O o t Road: (i) Leake Road and North Pointe Boulevard, in accordance with the cross -sections design g ert ns shown on Sheet D 1, from Proffit Road to either Northside Drive East or, if Northside Drive East has not yet been constructed to the roundabout at North Pointe Boulevard, North Pointe Boulevard shall be extended to Northwest Passage. The Owner shall provide a fifty (50) foot public right-of-way along Leake Road and shall construct a two-lane public street to be accepted VD OT DOT and as much of the other improvements shown on the P P Y P cross -sections as possible within the available right-of-way as reasonably determined by the County Engineer. (ii) The roundabout, or such other improvements as may be approved by VDOT and the County, at the intersection of Leake Road and Proffit Road shown on Sheet B and an additional w na estbound right trim lane on Proffit Road from Leake Road to U.S Route 29 as shown on o Sheet E. In addition, for property acquisition that is required for the off - site public right-of-way for construction of the improvements required by this Section 5.3.1(a)(2)(ii), the Owner shall make a cash contribution or provide a letter of credit in a forma roved b the Cou nty t Attorney for such purpose in the amount as deemed necessary for PP Y Y Y P P Y the property acquisition by the County Attorney, provided that such amount shall not exceed one 0 hundred fifty percent 150% f h v o the County's fair market value appraisal prepared for acquisition Y p ( ) tY pP P P Q and condemnation purposes. The cash contribution on or letter of credit described in this Section 5.3.1(a)(2)(ii) shall be used to pay for the total cost of the right of way acquisition. The total cost of the right of way acquisition for the off -site property necessary to construct the improvements required by this Section 5.3. 1 (a)(2)(ii) shall include the normal costs associated with acquiring land, buildings, structures, easements and other authorized interests by condemnation or by purchase including, but not limited to, land acquisition, engineering, surveying,and reasonable atome s fees. The cash contribution or the letter of credit shall be Y provided by the Owner within thirty (30) days upon request by the County. If the property is acquired b purchase, the contribution for the h q y p o e purchase price shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for condemnation purposes without the consent of the Owner. If the cost of the right of 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 roundabout at the intersection of Leak e Road and Proffit Road. In addition, for property acquisition that is required for the off -site public right-of-way for construction of the improvements required by this Section 5.3. 1 (a)(2)(iv), the Owner shall make a cash contribution or provide a letter of credit in a form approved b the Count Attorney for such purpose in the PP Y Y Y amount as deemed necessary for the property acquisition by the County Attorney, provided that such amount shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for acquisition and condemnation purposes. The cash contribution or letter of credit described in this Section 5.3 1 a i 2 v shall be used to a for the total cost of the right of ( )f )f ) pay g way acquisition. The total cost of the right of way acquisition for the off -site property necessary to construct the required improvements re p q by this Section 5.3. 1 (a)(2)(iv) shall include the normal costs associated with acquiring land, buildings, structures, easements and other authorized interests by 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 VD OT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements are a secondary highway. (b) Phase II Road Improvements. . Prior to approval of the first site plan that would authorize the aggregate commercial, office and hotel gross floor area as shown on Sheet A within the Project to exceed two hundred ninety thousand (290,000) square feet, Owner shall obtain all associated permits and post all associated bonds required for the construction of the following (collectively, the "Phase 11 Road Improvements"): (1) Middle Entrance on U.S. Route 29 (Northside Drive East/ SR 1570): () 9 Southbound U.S. Route 2 h d - 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 Entra nce, the geometries of which will e V v b subject to DOT approval. al. > g J P P (v) U.S. Route 29 Northbound - construction of left turn lane with taper. (vi) SR 1570 Eastbound - construction of or restriping of lanes to result in separate left, through and right turn movements. vii Entrance - ( ) t once road Westbound installation of a traffic signal with 8 phase timing, video detection and associated intersection improvements on U.S. Route 29. (viii) Existing crossover at Cypress Drive - construction to close the crossover. (ix) Frontage road from Cypress Drive to SR 1570 - construction of a public street to serveproperties c urrentt accessing U.S. Route 29 through P Y g Cypress Drive. (2) Northside Drive East between U.S. Route 29 and North Pointe Boulevard as shown on Sheet D-1. Completion of the Phase 11 Road Improvements. Within 5 fifteen 1 e months f ) after the issuance of the firs t building permit for a building within the lands subject to the firs[ 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 4' 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 the followingroad improvements collective) the "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 ( ) gn to be constructed by others is in place prior to Owner commencing work on this Northernmost Entrance, and such traffic signal only includes three legs, Owner shall add the fourth leg to the signal, which shall include additional mast arms signal 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 element school on th e e School Lot and if not alread y completed, Owner �' Y p , will complete the improvements set forth in Section 5.3.l(c)(1) above. Completion of the Phase IiI Road improvements. Within twelve (12) months after the occurrence of the applicable event in Section 5.3.1(c) which required the Owner to obtain all associated permits and post all associated bonds required for the construction of the Phase I►I Ro ad Improvements, eats all of the Phase III ro ad improvements shall b a P e accepted b P P Y VDOT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements p p ovements are a secondary highway. 5.3.2 Upon request by the County, Owner shall make a cash contribution to the County or VDOT for the cost of a cable or wireless radio system that will link one or more of the signals between Lewis and Clark Drive and Air port Road; provideid, however, tha t the total cash contribution shall not exceed thirty-five thousand dollars ($35,000). Subject to matters of force majeure, if the County does not request the funds, or does request the funds but the construction of the system does not begin by the later of December 31, 2010 or three (3) years after completion of all of the Road Improvements, said funds shall be refunded to the Owner. 5.3.3 Prior to the approval of plans for improvements at any U.S. Route 29 intersection, Owner shall provide VDOT traffic signal network timing plans that VDOT finds acceptably address the impacts of the proposed traffic signals for peak traffic periods. 5.3.4 Regional Trans portation snortation Study. Cash Contribution. THIS PROFFER HAS BEEN SATISFI ED, Upon request by the County, Owner shall make a cash contribution of one hundred thousand dollars ($100,000) to the County for the purposes of funding a regional transportation study for the Route 29 corridor, which includes the South Fork and North Fork of the Rivanna River and the Hollymead Growth Area of which North Pointe is a part. The contribution shall be made within thirty (30) days after requested by the County anytime after the rezoning is approved. If the request is not made within one (1) year after the date of approval of the first final site plan for the first commercial building within the Project, this proffer shall become null and void. If such cash contribution is not expended for the stated purpose within three (3) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. VI. OPEN SPACE AREAS AND GREENWAY 6.1 Pedestrian Pathways. All pedestrian pathways shall be classified as shown on the Pedestrian Pathwa y Key on Sheet G .rod except for the pathwa ys to be constructed b the Y Y P P Y Y County, shall be shown on the subdivision plat or site plan for the underlying or adjacent lands within the Proje ct. The pathways shall be constructed b Owner as Class A or Class B trail J P Y Y s as identified on Sheet G, and in accordance with the applicable design and construction standards in the County's Design Standards Manual. Such construction shall be in conjunction with the improvements for the subdivision plat or site plan, as the case may be, and bonded with the streets if the pathways are a subdivision improvement, or with a performance bond if the pathways are a site plan improvement. The pathway shown on Sheet G along Flat Branch north and south of Northside Drive East shall not continue through a culvert if a culvert is used for the stream crossing. The pathway intended for the culvert between Park E and Park F under North Pointe Boulevard shall conform to the applicable standards in VDOT's "Subdivision Street Guidance" and Owner shall maintain the pathway if it is not accepted by VDOT for maintenance. 6.2 Lake. Upon request by the County, Owner shall dedicate to the County the lake shown on the Application PI an for public use provided that such la ke will be available for use b P > P Y Owner for stormwater management as described in Sheet C to the Application Plan entitled "Stormwater Management and Stream Conservation Plan" ("Sheet C"). VII. THIS SECTION EC ION INTENTIONALLY DELETED VIII. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Library. a re b f) Upon request Y the County, Owner shall dedicate to the County the fee simple interest ' s m the land shown on Sheet B p as a library, consisting of a 15,000 square foot fully graded pad site, with utilities, to accommodate a 12,500 square foot building footprint, a five foot perimeter strip and up to a 25,000 square foot building, together with a nonexclusive easement to the adjacent J common area for ingress, egress, construction staging and sufficient Count Coder required parking, stormwater detention and water quality facilities Y acilities for the location W P g, q tY of a freestanding Jefferson -Madison Regional Library and such other uses that are compatible with the proposed surrounding uses, as determined by the County (the "Library Lot"), Notwithstanding the terms of the prior sentence to the contrary, if the requirements for the library building require a larger building footprint, the County may authorize the library building footprint to be larger than as stated in the prior sentence, provided, however, that the size of the area shown as "Park H" on Sheet B ("Park H") and/or the size of the adjacent parking area immediately north of the Library Lot on Sheet B (the "Library Parking Lot") shall be adjusted accordingly to accommodate such larger building footprint. The Owner shall not be responsible for any utility tap fees, but Owner shall complete construction of the Library Parking Lot and other parking areas serving the Library Lot. The Owner shall permit the County to use the Libra Parkin Lot and/or, if not ahead con structed, stmcted Park H for purposes of construction Library m on g > Y > P rP staging. Within twelve (12) months after written notice from the County that it intends to begin construction of the library, the Owner shall make the access roads and the area of the Library Parking Lot available with at least a four inch compacted stone base for use as access and construction staging. ng Such street access serving the Libran Lo t and the Library YPuking Lot 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 A . a J L9 lqr,- D7 ti LU Zcl� M t--t N U) J 00 r z N LL. CD 1 N N Q WQ LU > V) LU Q ZJ J_ U) LU LU ,--I L9� z J = U U W r V) W 1 Y LUU, (n z W - CC F G Z LU LU ~ a W 0- H Q LU LU J Q z p 0 O l2 N U O w CO W LL LL O JOB NO. 182150 SCALE AS SHOWN SHEET NO. 2 G building permit for the library, provided, however, that asphalt pavement in areas used for construction staging by the County shall not be required to be installed until thirty (30) days (or such longer reasonable time as may be necessary due to weather conditions) after the County has removed its construction -related materials and equipment. Upon the request of the County, Park H shall also be dedicated to public use, but the Owner shall not be responsible for maintaining such park. Owner shall be responsible for maintenance of the Library Parking Lot and other parking spaces serving the Library Lot and the County shall have no obligation to be a member of any owner's association. The County's request for dedication of the land for the Library Lot and Park H shall be made within three (3) years following the later to occur of (i) issuance of the first residential building permit within the Project, (ii) Owner's completion of the infrastructure (including but not limited to streets, water, sewer, electric, gas) required for the use of the Library Lot, or (iii) December 31, 2016 (which December 31, 2016 deadline may be extended by written mutual agreement of the Owner and the County). If a request for such dedication is not made within three (3) years following the later of these dates, this proffer will be null and void. (b) Green Roof. In the event that the requirements for the library building require a larger building footprint, and the County elects to authorize the library building footprint to be larger than 12,500 square feet pursuant to section 8.1(a) above, and in the further event that the building is developed as a condominium and the County requests the Owner to assume ownership for a portion of the larger building, Owner shall accept such ownership at a reasonable price upon which the parties may mutually agree, and shall contribute to the County, on a pro rata basis based on the proportional size of the portion of the library building owned by the Owner relative to the size of the library building as a whole, the cost of designing and constructing such building. These costs may include, if desired by the County, installation of a "green roof," and any additional expenses associated with structurally reinforcing the roof as necessary to support the green roof. Within ten (10) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment amount as provided in the construction contract, the Owner shall submit such payments to the County. Alternatively, in the event the County elects to design the library building as a Leadership in Energy and Environmental Design ("LEED") building, the Owner shall contribute to the County, on a pro rata basis based on the proportional size of the portion of the library building owned by the Owner relative to the size of the library building as a whole, the additional costs of constructing the library building to obtain LEED certification for the building. Within ten (10) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment amount as provided in the construction contract, the Owner shall submit such payments to the County. The design of the green roof, or the criteria utilized to obtain the LEED certification, as applicable, shall be in the County's discretion. 8.2 Affordable Housing. Subject to the terms and conditions of this Section 8.2, the Owner shall provide a minimum of forty (40) "for -sale" residential dwelling units as affordable dwelling units, a minimum of sixty-six (66) "for -rent" residential dwelling units as affordable dwelling units, and a minimum of four (4) Carriage House Units (as Carriage House Units are defined in Section 8.2(d)). The forty (40) "for -sale" residential dwelling units shall be comprised of the following types of dwelling units: twelve (12) from multi -family; twelve (12) from "other" (consisting of townhouses, duplexes, attached housing, condominiums in the commercial areas and other unidentified housing types); and sixteen (16) from single family detached, each at the the purpose described herein, but shall, by January 30, 2017, or thirty (30) days after such later date, contribute five hundred thousand dollars ($500,000) cash to the County to be used by the County for projects identified in the County's CIP reasonably related to the needs of the North Pointe community, and in such event the School Lot may be used for other residential purposes as approved by the County after request by Owner for an amendment to the Application Plan. After dedication and before the County uses the School Lot for a school or for park and recreational purposes, and if requested by the County, Owner shall maintain the School Lot until requested by the County to no longer do so, subject to the Owner's right to exclusive use of the School Lot for park and recreational purposes. Such park and recreational purposes shall be only those uses shown on an approved final site plan or subdivision plat for the area that includes the School Lot. Upon being requested by the County, Owner shall cease all use and maintenance of the School Lot and remove all improvements established by Owner that the County requests be removed. The County shall not be obligated to pay Owner for any improvements established by Owner that the County retains. The deed of dedication for the School Lot shall provide that if the County accepts title to the School Lot and then does not construct either a park or a school within twenty (20) years following the date the Board of Supervisors approved ZMA 2013- 00007, then upon Owner's request title to the School Lot shall be transferred to Owner at no expense to Owner. 9.2 Bus Stop Turnoffs, Bus Stop Improvements, and Bus Service. (a) Owner shall construct ten (10) public bus stop turnoffs as shown on the Application Plan, or otherwise two (2) in the southernmost residential area, four (4) in the commercial areas and four (4) in the other residential areas, each in a location mutually acceptable to Owner and the County. The bus stop turnoffs shall be approved with street construction plans for the Project and bonded and constructed with the streets. (b) Upon the request by the County, Owner shall contribute the total sum of twenty five thousand dollars ($25,000) cash towards the design and construction of the above ground bus stop improvements such as benches and shelters meeting standards established by the County at each bus stop. If the County does not request the funds, or requests the funds but does not construct the bus stop improvements by the later of December 31, 2015 or three (3) years after completion of the road network that includes the bus stop turnoffs, then subject to matters of force majeure, the unexpended funds shall, in the discretion of the County, either be returned to Owner or applied to a project identified in the County's capital improvements program within or adjacent to the Project that benefits the Project. (c) Within thirty (30) days after the introduction of public transportation to the Project, Owner shall contribute twenty-five thousand dollars ($25,000) cash to the County to be used for operating expenses related to such service, and shall thereafter annually contribute Twenty -Five Thousand Dollars ($25,000) cash to the County to be used for operating expenses related to such service for a period of nine (9) additional years, such that the total funds contributed to the County pursuant to this Section 9.2(c) shall not exceed Two Hundred Fifty Thousand Dollars ($250,000). If the introduction of public transportation to the Project does not commence by the later of ten (10) years after the Board of Supervisors approved ZMA 2013- 00007, or seven (7) years after the date of the issuance of the first certificate of occupancy for the first commercial building within the Project, this Section 9.2(c) shall become null and void. sale prices and under the terms and conditions set forth in this Section 8.2, The Owner shall convey the responsibility of constructing the affordable units to the subsequent owners of lots within the Property. (a) Multi -Family and "Other" For -Sale Affordable Units. For multi -family and "other" for -sale affordable dwelling units within the Property, such affordable units shall be affordable to households with incomes less than eighty percent (80%) of the area median family income (the "Affordable Unit Qualifying Income"), such that the housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITI) do not exceed thirty percent (30%) of the Affordable Unit Qualifying Income, provided, however, that in no event shall the selling price of such affordable units be less than the greater of One Hundred Ninety Thousand Four Hundred Dollars ($190,400) or sixty-five percent (65%) of the applicable Virginia Housing Development Authority ("VHDA") maximum mortgage for first-time home buyers at the beginning of the 90-day identification and qualification period referenced in Section 8.2(f). (b) Single Family Detached For -Sale Affordable Units ("Moderately -Priced Units"). For single family detached for -sale affordable units within the Property (`Moderately - Priced Units"), such Moderately -Priced Units shall be affordable to households with incomes less than one hundred twenty percent (120%) of the area median family income (the "Moderately -Priced Unit Qualifying Income"), such that the housing costs consisting of PITI do not exceed thirty percent (30%) of the Moderately -Priced Unit Qualifying Income, provided, however, that in no event shall the selling price of such Moderately -Priced Units be required to be less than the greater of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eighty percent (80%) of the applicable VHDA maximum mortgage for first-time home buyers at the beginning of the 90-day identification and qualification period referenced in Section 8.2(f). (c) For -Rent Affordable Units. For a period of five (5) years following the date the certificate of occupancy is issued by the County for each for -rent affordable unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"), such units shall be rented to households with incomes less than the Affordable Unit Qualifying Income. No for -rent affordable unit may be counted more than once towards the number of for -rent affordable dwelling units required by this Section 8.2. (i) Conveyance of Interest. All deeds conveying any interest in the for -rent affordable units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this Section 8.2(c). In addition, all contracts pertaining to a conveyance of any for -rent affordable unit, or any part thereof, during the Affordable Term, shall contain a complete and full disclosure of the restrictions and controls established by this Section 8.2(c). Prior to the conveyance of any interest in any for -rent affordable unit during the Affordable Term, the then -current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this Section 8.2(c)(i) have been satisfied. X. ACCESS TO ADJACENT PROPERTIES 10.1 Dedication of Right -of -Way -Extension to Parcel 22E. Unless the dedication of public right-of-way and the construction of such street are required in conjunction with the approval of a subdivision plat under Albemarle County Code § 14-409 and related sections, or their successors: Owner shall reserve the fifty (50) foot wide right-of-way located within the area shown on Sheet B and identified as a "50' R.O.W. Reserved for Future Dedication" connecting a right- of-way from the proposed middle entrance road into North Pointe to the southern property line of Tax Map 32, Parcel 22E ("TMP 32-22E"). Prior to the issuance of a building permit for Building 32 as shown on the Application Plan, Owner shall record in the Clerk's Office of the Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use for road purposes, the area labeled "50' R.O.W. Reserved for Future Dedication." Owner acknowledges that if it is not part of a subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the following conditions: (i) that TMP 32-22E shall have been upzoned; and (ii) that prior to its use for road purposes, there shall have been constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the construction of the access road serving Building 32, the Owner shall construct the intersection curb radii or the road serving TMP 32-22E and extend construction of such road for at least a minimum of one hundred (100) feet from Northside Drive East. The Owner shall also place at the end of such extended road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a future road extension. Owner shall grant temporary construction easements as determined necessary by the County Engineer to allow for the road to be extended to TMP 32- 22E, which construction easements shall be on Owner's property and outside of the dedicated right-of-way, and shall be established by the applicable site plan. No improvements shall be located within the temporary construction easements until construction of such road has been completed. 10.2 Access to Tax May 32A, Section 2, Parcel 4 (current Northwoods Mobile Home Park Property). Unless the dedication of public right-of-way and the construction of such street are required in conjunction with the approval of a subdivision plat under Albemarle County Code § 14-409 and related sections, or their successors: Owner shall reserve an area in the location labeled "50' R.O.W. Reserved for Future Dedication" at the eastern end of the main commercial access road from U.S. Route 29 on Sheet B for access to Tax Map 32A, Section 2, Parcel ("TMP 32A-2-4"). Prior to the issuance of a building permit for Building 6 or Buildings VI through V6, each as shown on the Application Plan, whichever is earlier, Owner shall record in the Clerk's Office of the Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use for road purposes, the area labeled "50' R.O.W. Reserved for Future Dedication." Owner acknowledges that if it is not part of a subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the following conditions: (i) that TMP 32A-2-4 shall have been upzoned; and (ii) that prior to its use for road purposes, there shall have been (ii) Annual Reporting. During the Affordable Term and within ninety (90) days following the end of each calendar year, the then -current owner shall provide to the Albemarle County Housing Office a certified annual report of all for -rent affordable units for the immediately preceding year in a form and substance reasonably acceptable to the County Housing Office. Subject to all federal, state and local housing laws, and upon reasonable notice during the Affordable Term, the then -current Owner shall make available to the County at the then -current Owner's premises, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. (d) Carriage House Units, Carriage House Units shall meet the requirements for a single family dwelling as defined in the Virginia Uniform Statewide Building Code, shall be on the same parcel as the primary dwelling unit to which it is accessory, and shall not be subdivided from the primary residence ("Carriage House Units"). The subdivision restriction shall be included on the plat creating such parcels and be incorporated into each deed conveying title to such parcels. (e) Each subdivision plat and site plan for land within the Property which includes affordable units (which, for this Section 8.2(e) shall include Moderately -Priced Units) shall designate the lots or units, as applicable, that will, subject to the terms and conditions of this proffer, incorporate affordable units as described herein. The first such subdivision plat or site plan shall include a minimum of three (3) such affordable units. Thereafter, and until the total number of affordable dwelling units proffered hereunder shall have been fulfilled, the Owner shall provide a minimum of three (3) such affordable dwelling units per year. Each final subdivision plat and final site plan also shall include a running total of the number and percentage of affordable units previously provided and proposed to be provided by the subdivision plat or site plan. For purposes of this Section 8.2(e), such units shall be deemed to have been provided when the subsequent owner/builder provides written notice to the County Housing Office or its designee that the unit(s) will be available for sale, as required by Section 8.2(f) below. In the event that the Owner provides more than three (3) affordable dwelling units in a single year, the Owner may "carry over" or "bank" credits for such affordable units, such that the additional affordable units which exceed the minimum annual requirement may be allocated toward the minimum number of affordable units required to be provided for any future year. The maximum number of affordable units that may be carried over or banked shall not exceed twelve (12) per year. Notwithstanding the terms of this Section 8.2(e) to the contrary, upon the written request of the Owner, the County may authorize an alternative process and/or schedule for the provision and/or delivery of such affordable units upon a determination that the request is in general accord with the purpose and intent of Section 8.2 and/or otherwise furthers the goals of providing affordable housing in the County. (f) All purchasers of the for -sale affordable units shall be approved by the Albemarle County Housing Office or its designee. The subsequent owner/builder shall provide the County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the affordable unit. The ninety (90)-day period shall commence upon written notice from the then -current owner/builder that the unit(s) will be available for sale. If the County or its designee does not provide a qualified purchaser who executes a contract of purchase during this ninety (90)-day period, the then -current owner/builder shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s), provided, however, that any constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the construction of the roundabout serving Building 6 and Buildings V l 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 shall 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 full force and effect as if all signatures were original and on one document. Date: J 11 COMMONWEALTH OF VIRGINIA CITY OF RICHMOND NEIGHBORHOOD INVESTMENTS - NP, LLC By: By: William H. Shewmake Its: Agent The undersigned Notary Public in and for the jurisdiction aforesaid hereby certifies that William H. Shewmake as Agent for Neighborhood Investments - NP, LLC signed the foregoing Proffer Statement bearing the date as of 'rhoiraAS 2014, acknowledged the same before me in my jurisdiction aforesaid on behalf of .Qre Alt, said limited liability company. Given under my hand this 9 day of //ft, 2014. My commission expires. et ` [SEAT.] Notary Pu lie r J. - ...c:z;•,J�� Notary Registration No.: _ •n c 7. va :' !1!/I...1.. Z O F�1 I\�1 W SCOTTrR. CbLLINS7Z Lic. No. 035791 h z 0 a U U !n w 0 z 0 a w Fir 12 W W Z L9 Z w Ln Z J J U 5/16/22 N O N N > W J J_ > W H 0 Q U Y W tZ D W W LLl U7 W O t] N z Q J W r--r U) Q z U_ W Q LU rl O 14 U LU U) U) w LL LL F JOB NO. 182150 n SCALE AS SHOWN SHEET NO. 3 G Fa r-rtr• COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4012 continuous informal mix of large, medium and small deciduous trees ranging from one and one- half inches (1'//' ) to two and one half inches (2V2" ) 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 for Northwest, Passage. The plans shall include a complete planting schedule keyed to the plan. The plans are subject to approval of the Design Planner; 10. Design details of the retaining walls, including column cap design, pier design, stone finish, other materials, etc., plant size and planting configuration shall be shown on the road plans and are subject to 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. n �c'1 E 'vamNxa COUNTY OF ALBEMARLE Department of Community Development P P 401 McIntire Road, Room 227 Charlortesvillc, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 9n-4mz Wagner Page 2 of B August 23, 2006 (40) single family detached residential units in any year (including any year prior to the date of approval of the first commercial building permit), the excess lots shall be credited to the lots required in subsequent years. 3. Conservation areas. The conservation areas shown on the Application Plan shall remain 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 of the 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 outtalls 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), 321 East Main Sheet, Suite 400 compliance with conditions of the SPECIAL USE PERMIT; GEMC & Riverbend, LP Notwithstanding the terms of this Condition 3 to the contrary, the Program Authority may 'd conservation areas with utilities (Condition 4), open space (Condition 5), greenway Charlottesville, VA 22902 approval of and compliance with a SITE PLAN; and PO Box 5526 approve a utility main within a conservation area, even 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 ) of the total land within Application Plan, be less than a total five percent measures as may be appropriate in the Program Authority's discretion to further protect a n ial u on the Project to be developed for residential uses, as shown on Sheet G to the Application 12E: 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 term "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 7. Rivanna greenwaylaccess. The Owner shall reserve for dedication to public use a permit." A lication Plan shall remain undisturbed and shall be protected from development Application P p greenway along the boundary of the Project and adjacent to the Rivanna River, between Dear Ms. Long: g SP-02-072 North Pointe Residential Uses (Signs #97, 98, 99) impacts to the satisfaction of the Program Authority; except that: P 9 Y, P 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, 20al, 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 Sheri 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 floodplain 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 Parcel 22K in the Rivanna Magisterial District. This based following Sincerely, _ - pedestrian paths, other streets, and sanitary sewers, storm drainage outfalls, 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 crossingwith 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. Comfy and VDOT approval of final design plans and hyc rologic/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; of development dated June 13, 2006 was approved as art of the rezoning. Please plan/plan P PP P 9 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, or letter of amendment as required refer to these documents for any future applications and requests on this property. Nothing 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 ofa 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 permit for modification of the existing stream crossim • grading P g 8� 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 royal of a stream buffer mitigation Ian nor to the issuance of 8 PP Ba 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; 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 that the greenway and pathways 6. Provide an informal planting of mixed free 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 thtified housing types). The minimum number of areas and any other unidentified 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 (21W') 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 pment 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) 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 North that can be approved by VDOT and extending for a minimum distance of four hundred feet lots for single family detached residential units each year thereafter until plats have been creating lots fora minimum of two hundred (200) single family detached This condition shall not apply to development parcels, conservation areas, and conservation areas with utilities shown on the Application Plan. D. The Owner shall be responsible for the costs of drafting the deeds of dedication, (400') from the existing edge of pavement of Route 29 North. The planting shall take the form of recorded residential units. If the owner records subdivision plats creating lots for more than forty having required surveys conducted and plats prepared, and recordation costs. Wagner Page 4 of 8 August 23, 2006 6. Landscaped buffer between residential areas and rural areas. Before the County issues a certificate of occupancy for the first dwelling unit constructed on any of the lots shown on the Application Plan abutting the areas shown on the Application Plan as "Open Space Buffer 30"' I r' - a on Pritchett Lane Lots Al 8-2 - 6 H 0. L15 34 and N2- P ( ) 9 ( 5 the Owner shall establish and thereafter maintain a heavily vegetated buffer in the openspacebuffer common areas. The buffer, where one does not already exist, shall be planted in accordance with a landscaping plan approved by the County. The landscaping plan shall include the following: (i) an informal mix of screening trees, loosely staggered, fifteen (15) feet on -center; (ii) the same species of screening trees shall be clustered in groups and alternate groups of screening trees shall be provided to create a naturalistic rural landscape; (iii) large and medium shade trees shall be interspersed among the screening trees; (iv) clusters of ornamental trees shall be provided in groups of 3's and 5's; and (v) tall shrubs shall be massed to help integrate the proposed plantings into a naturalistic rural landscape. The features described in (i) through (v) herein define a "naturalistic rural landscape." Approved plant species shall be obtained from the Albemarle County Recommended Plants List and the buffer design shall be subject to the review and approval of the Director of the Department of Community Development. The Owner shall maintain the buffer. 9. Extensions. Unless the dedication of public right-of-way and the construction of such streets or accessways, as applicable, r required a e in con unction with Y . PPth the approval 1 al of a PP subdivision tat under Albe marle Count Code 14-409 and d related sections Y § or their successors, the following streets or accessways, as applicable, shall be constructed and rights -of -way shall be reserved for dedication to public use as provided herein: A. Extensions to Pritchett Lane. The Owner shall design and construct as emergency access ways extensions to Pritchett Lane within the fifty (50) foot wide rights -of -way located between Lots H-9 and H-10 and Lots L-16 and L-17, respectively, as shown on the Application Plan, subject to the following: 1. The emergency accessways shall be designed and graded to accommodate a minimum Virginia Department of Transportation standard for a public street as determined by the County Engineer, and constructed using pervious parking pavers or other materials sufficient to support fire and other emergency vehicles, but that support grass or other ground cover, in conjunction with the construction of the streets serving Lots H-7 and L-14, respectively. 2. The fifty (50) foot wide rights -of -way shall be dedicated to public use upon request by the County, together with all necessary right-of-way for the fifty (50) foot wide rights -of -way to be geometrically connected to adjoining streets as approved by the County Engineer. 3. If requested by the County within ten (10) years after the first certificate of occupancy is issued for a dwelling unit within the H or L sections shown on the Application Plan, and after the property on the east side of Pritchett Lane opposite the respective emergency access ways has been upzoned, the Owner shall convert and upgrade the emergency access ways to the applicable Virginia Department of Transportation public street standards for acceptance into the state highway system. Subject to weather delays or force majeure, the construction of Wagner Page 5 of 8 August 23, 2006 the upgrades shall be completed for such acceptance within one hundred eighty (180) days after the request by the County. B. Extension to Tax Mao 32 Parcel 2311I. In the event that an of the residential y es dential units within the Project adjacent to Tax Map 32, Parcel 23HI are developed under a site plan, the Owner shall design and construct extensions to Tax Map 32, Parcel 23HI by way of two streets within the fifty (50) foot wide rights -of -way located as shown on the Application n Plan and identified b the no no tation taboo "R. O.W. Re served for Y d o Future Dedication," adjacent to the church property identified as Tax Map 32, Parcel 23HI that fronts on Pritchett Lane. The exact location of the rights -of -way shall be fixed by the applicable final site plan. 1. The streets shall be designed and constructed to applicable Virginia Department of Transportation public street standards. The streets shall be constructed in conjunction with the applicable final site plan, or at such other time authorized by the County Engineer under such terms and conditions the County Engineer determines to be appropriate, including the requirement that the Owner provide adequate surety or other guarantee that the streets will be constructed and maintained until accepted into the state highway system. 2. The streets t eels shall be constructed st ucted as close o t the property line between the Project and Tax Ma 32 Parcel 23HI a s determined b the e Count Engineer ear to be Y Y feasible 9 without obtaining offsite construction easements. The rights -of -way shall be graded as close as possible to the Project property line. 3. To allow the completion of street improvements to and beyond the Project property line, temporary construction easements on the Owner's property and outside of the rights -of -way to be dedicated shall be reserved on the applicable final site plan. The site plan also shall include a note stating that no improvements shall be established within the reserved area. Within ninety (90) days after request by the County, the easements shall be granted. No improvements shall be located within the temporary construction easements until the construction of the street improvements onto Tax Map 32, Parcel 23HI has been completed so that the need for the temporary construction easements no longer exists. 4. Within ninety (90) days after request by the County after Tax Map 32, Parcel 23HI has been upzoned, the Owner shall dedicate to public use the streets and rights -of - way and offer the street for acceptance into the state highway system. 10. Overlot grading plan. For all subdivisions with lots less than 15,000 square feet in size and not otherwise requiring a site plan, a lot grading plan ("Overlot Grading Plan") must be approved by the County Engineer prior to the issuance of a building permit for a new residence on any such lot(s). The Overlot Grading Plan must satisfactorily demonstrate compliance with all Erosion and Sediment Control requirements for drainage conveyed across such lolls), An "Agreement in Lieu of a Plan" will be allowed for building permits, provided the general drainage patterns and grading matches that shown on the Overlot Grading Plan. The Overlot Grading Plan may be revised at any time by the subdivision developer or individual lot owners, provided all work can be accomplished within their Wagner Page 6 of 8 August 23, 2006 property lines or within available easements. All amendments shall be subject to the review and approval by the County Engineer, A. The Overlot Grading Plan shall be drawn to scale not greater than one (1) inch equals fifty (50) feet, with all proposed grading shown at contour intervals not greater than two (2) feet interpolated and shall demonstrate to the satisfaction of the County Engineer that: 1. All concentrated runoff is conveyed across lots using vegetated swales or underground drainage structures in a manner that does not result in flooding of buildings or erosion as a result of the grading. For the purposes of this requirement, Flows from roof downspouts will be considered concentrated flows if not adequately dispersed before reaching the property line. 2. Overland relief is assured in the event that drainage structures do not function. Overland relief will be considered satisfied if buildings are designed to have finished floors at least one (1) foot above low points for any drainage area which includes the house. With dams and similar impoundments, this should be measured from the top of the dam. B. The Count Engineer ear may allow other drainage structures t uctures e. ri ra ditches Y 9 Y where 9 ( 9, riprap it has been determine d this change will not significantly imp act usable aids e. . 9 9 Y P Y ( 9 cobblestone Swale next to a driveway), where slopes are too steep for vegetated swales (e.g., steeper than 33% grades), or where the change would better mitigate impacts on adjoining properties (e.g., matches offsite drainage structure). C. Public drainage across lots shall be in storm sewers except open drainage ways may be allowed if the plat restricts construction of a building within fifty (50) feet of a proposed open drainageway. If a storm sewer is used across lots, easement widths must be sufficient to allow excavation with 1:1 side slopes on the trench, sufficient room on one side of the trench to stockpile excavated materials, sufficient room on the opposite side of the trench to allow for movement of materials, and adequate room for a backhoe boom to swing. Fences, walls, driveways, and other uses are not allowed within the easements, except where a "hold harmless" clause is included in the easement agreement. D. No surface drainage may flow across more than three (3) lots or one-half (1/2) acre, whichever is greater, before being collected in a storm sewer or directed to a drainage way outside of the lots. E. Retaining walls higher than four (4) feet (measured from the top of the face to the ground on the downhill side) shall be designed by a professional engineer to assure long-term stability. Retaining walls building using a VDOT standard or a pre- engineered product that includes certification are not required to provide a separate professional engineer's certification provided the building contractor provides an affidavit that the wall was constructed consistent with the standard. Retaining walls higher than four (4) feet in useable yards or places where the public might walk must include a railing similar in design to what is required for elevated decks. In circumstances where it is questionable whether a railing is required, the County Wagner Page 7 of 8 August 23, 2006 Engineer will make the determination. The builder must provide evidence of the ability to maintain any retaining wall which could not be maintained without the use of adjoining property. F. Except for the main entrance to the dwelling, which shall be governed by Condition 10 (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 any possible doorways to dwellings as shown on the Plan or fro m the edges of an gr ade level pat ios t os as shown n Y 9 o the P Plan that will not be served by a stairway, has grades no steeper than ten percent (10%) perpendicular to the exterior wall. G. In lieu of the foregoing provisions, the grading plan for the residential units located in the southeastern portion of the Project as shown on the Application Plan shall be included as part of the site development plan application for the appurtenant commercial area as shown on the Application Plan. H. Any requirement of this condition may be waived by the County Engineer by submitting a waiver request with the preliminary plat. If such a request is made, it shall include: (i) a justification for the request contained in a certified engineer's report; (if) a vicinity map showing a larger street network at a scale no smaller than one 1 inch equals six hundre d ed 600 feet iii q a conceptual ( )Ian at a s ( )tale no smalle r er than one 1 inch equals two hundred () d ed 200 feet sho wing owin surveyed ( ) boundaries s of the property; (iv) topography of the property at five (5) foot intervals for the property being subdivided and on abutting lands to a distance of five hundred (500) feet from the boundary line or a lesser distance determined to be sufficient by the agent; (v) the locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, as applicable. In reviewing a waiver request, the County Engineer shall consider whether the alternative proposed by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent degree. In approving a waiver, the County Engineer shall find that requiring compliance with the requirement of this condition would not forward the purposes of the County's Subdivision and Water Protection Ordinances or otherwise serve the public interest; and granting the waiver would not be detrimental to the public health, safety or welfare, to the orderly development of the Project, and to the land adjacent thereto. L The Owner may request that the Plan be amended at any time. All amendments shall be subject to the review and approval by the County Engineer. 11. Sanitary sewers. All residential uses shall be served by gravity sanitary sewers; however, basements may be served by grinder pumps. In addition, the Board approved the following WAIVERS: 1. Section 21.7 minimum yard requirement waiver to allow for alternative setbacks in accordance with the application Plan; and 2. Section 4.2 of the Zoning Ordinance related to critical slopes, as shown on the application Plan. Wagner Page 8 of B August 23, 2006 Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. 9 PP PP This includes: . compliance with applicable PROFFERS; . compliance with conditions of the SPECIAL USE PERMIT' . approval of and compliance with SITE PLANS AND/OR SUBDIVISION P pp p () LAT(S); and . approval of a ZONING COMPLIANCE CLEARANCE. In the event that the use, structure or activity for which this special use permit is issued is not commenced within twenty-four (24) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit." If you have questions or comments regarding the above -noted action, please do not hesitate to contact Sherri Proctor at 296-5832. Sincerely, V� V /nu V. Wayne iC limberg Director of Planning 1(:7 VWC/aer Cc: Violet Hills Association, etal C/o Greater Eastern Management Co. Post Office Box 5526, Charlottesville, VA 22905 Amelia McCulley Tex Weaver Chuck Proctor Sherri Proctor Steve Allshouse Sarah Baldwin Bruce Woodzell (Real Estate) V/ Z ,0 V/ H W SCOTT/R. CTTLLINS'Z, Lic. No. 035791,a Of Q N J J 0 U 5/16/22 ti N 4 co 1 1 Y LU U) LU LU L.L U) LU 0 N z a UJ T 1 z 0 F1 U LU U) 0 z VJ C: rGr�� LJL. W a- w J U UJ /� 0— ``^ vJ JOB NO. 182150 SCALE AS SHOWN SHEET NO. 4 30"CMP OUT 468.8 NORTH UTURE T \ \\ �� ' _ - I GENERAL NOTES: \ 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE NORTH POINTE �H - TMP�O2EOLO NTE30 \ - - -� GRAPHIC SCALE OFr't / L cHXRLOTTESVILLE LLC ss DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT sE / Y _ T / / PARCEL PER FEMA FLOODPLAIN MAP # 51003C0145D. NO DEVELOPMENT \\\ __. V 5° ° z5 5° I / _ � � s FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. o Izs a �v/s `� / / ! �LIFFST BO\_ I �I 2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. SCOTT R. LLINSZ an -- / F-Jeoboeu - ONE UF WA - � V ��s / O PUBLICRIRHTUIEVggp A V 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL U Lic. NO. 035791,E �J gl/ 8'en ( IN FEET) - _ INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF j, i!I ' �" t / 1 inch = 50 ft. UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, �o� 8/01/22 w i �r u n. AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ASS �Gti z 2 AR ZONAL E r . V CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION w If 111�-=34037' / AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY z _ - - _ L.O.S.ago' W w UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES THE R,55 - � - I 4.So, II I \ \ II I � SEWER, STORM SEWER, AND WATER SERVICE PIPING; z - - - -- \ I - ems- --- -- --- �� �341.82. - s VARJABLE WIDTH -- - - - - -- - - - - -- - -� IE s' - Qr N --- �0• �° „•s I EOF SIGHT EXISTING EXISTING io C \ I l ID �� \ CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED J i \ ` �EASEMENT - - -- \ 1 'ss '� .:. � /- U.B.PG. _ - = - - - - - - RIGHT -OF WADY- - - - -ASPHALT �.m �/ i - I SEERVING THE PROJECT SIITETO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES a LN �4�\ /' DMH#85 /' - - - , _ - - - - - - _USE PATHWAY \ \ _ 4. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED p o V �dN\� �0� 476.90 - ` ��- PLANS AND MAY NOT MATCH THE CURRENT, EXISTING U - - Ex. 8' �L G & o SYl�\N� _ 24"CMP IN�469.61((##83) -- \ \ \ \ - - ° \ 30"CMP OUTIIIII 5(#�7) / 9� \ 2' BZQW5FF\ \ 8 r TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY UNDER CONSTRUCTION. z = ° LO.S.39 - `_-` - _ - .. .....,., U w m w - - Limil _SDM,H#83 -- - -"--"--�- wm a _ SDMH#i13 15"CMP IN-470.58 #113) - - 24"CMP IN=472.#1 --1SCMP OUT-47078(#83)a mw7= 8 3nN i24 TOP NEW VA IABL WIDTH PUBLIC �� - BENCHMARK / / / 1\ �1 11 A �s �NHaOk ;+1r I - w z m OF D.I. / / A_ � \ _ DR NAG EASEMENT - / I V I I I V 'N 'r�1' `\� - - - -- _ _ _-= - -_- ELEV.=478.66' / - I \ z Ln 'o ® _Ln .� - _ x �>• /' / I 1 I j A V - - -�-ems s� - -_ - - O ss .ss - ss : ' -� L Q 3 ss�ss-�-- O SANIyARY SEWER EAS ENT I '��� :--r- �, T / / Imo-, _ - -'" r �- - - EW ARIABLE WIDTH PUBLIC / �� I I I I V I I� / � �� LIMITS OF EXISTING ALBS I �% ,- i - 7 ,�--------- - - - - -- ----- ss ss -- z __ �// � � g Y ' MARLS COUNTYu _ I I STORMWATER �3CEP / / HAVE BEEN DETERMINED MANAGED SLOPES \ - CO BARK , Du ns H I EXISTING r- PRESERVED STEEP SLOPES _ FACILITY 6, / / / ° , ~; \� i --- <_ _ - w o MANAGEMENT e, / / BASEDON IMPACTS TO THESE AREAS FORTHE -' f - �.� r NORTH POINTS \ ��::L 10 z�--�-__ ss ss-�-��� w u J r :n ,n - 3 F/CF, INSTALLATION OF THE ROADWAY V r SECTION ID "` g - ss �__ W F- P \ - L : TMP03200-00-00-02300 / / / INFRASTRUCTURE, AS PERMITTED UNDER m r 8 V I NORTH POINTS _ _ __ I PARK / / SECTION 30.7.4(b)h 1 - GHARLOTTESVILLE LLO \ / I / / O 7 / I I INFI � o __-- I _ > ° EXISTING 8" / / I 1 A 1 ` /• I / /' I � SANITARY SEWER o - --- - - R;' // II ( \ 1 r ---- I I 5 6v. I I EI I 1 A I - ca� T SDIIIIIH 81 / THICKET a // .2 PUBIJ6� IGHTN wCE -' I I N N ' 4'HDPE k IN484.55(NORTH) L 24'CMP IN1479 . I v ��- �XW b I 11 424 83 BENCHMARK L2 zTOPOFD.I. I i - P 5tI / rn o i ELEV.=488.49' NEW VARIABLE WIDTH PUBLIC _ \� DRAINAGE EASEME� �. I ' ' A \ A V I �` I 16 -- '�/�" / _ NORTH POINTS ' / / .' J ss ���15 Lu FUTURE DEVELOPMENT NEW VARIABLE WIDTH PUBLIC -EXISTING / / o� TMP NORTH 00-00TE SANITARY SEWER EASEMENT /" _ n`vs NORTH POINTS I i� .. RIGHT-OF-WAY / � - -- - '' � � � � / �I,-,� � � �I V`� ' / CHARIOT LLC ' LIMITS OF EXISTING \ ` s � r M / j - / i'�� V A �� � \ 17 �J J v 1'1. I > c�� 0 qA ALBEMARLE COUNTY V V A V '� �� A / \ _j o EXISTING S' I _ _ \ PRESERVED STEEP M \ \ \\ \ \ - \; �18� ` \ Q / SLOPES V \ V _ a -- v ONCRETE / A V A vey z r s��-, PROPERTY LINE SIDEWALK THEE OF CREEK A LH�_ <e MEANDERSALONG m _ _vs 20 o> Q 495.54SDMH#69SDMH#111 -1495.4P '5CM1OU487.�6(#�19)„ nao / y\ 4"HDPE IN=491.77 SOUTH 151 IN=486.86( #67) \ SDMH/�79 \ 5 / IN Q 15"CMP OUT=486.8 (#$ / 49"S 39 VARIABLE WIDTH DRAINAGE j - - I Y6 CMP IN=487.47 111) _ / \ EASEMENT PG._ _ - �� ro / 18"CMP IN=487.4977) AV A \\\ \\\ \\ \\ �'° \\ v - _ - / / "�, ss z a bbb 24"CMP OUT=465. (#$1) / " _� -- - A \ EXISTING c i - -- h - BENCHMARK I V v A V A "�-� , 12 2 ^ s .�.... / \ TREELINE \ \ \ \ �+ r`� s LLI r, A _ _i.Q.I TOP OF D.I. A vV A V A V A A V �. F .! i �,q.„ _may ° ELEV.=49539 s / - .� �'_• �i- m / - CROSSCREEK PLACE PU41CRIGHT OF WAY ��'� "�^�j�/-�-/r : �r�/� ,- /- �s,s`�•r,^ � ,��ss \.'\� �s�s r ��,"�` \ �1sA s \sc \- 61' -R"/W �Beo W/I 4,; 8DI 0J� I W PAR 37 V 1Nb2JbAH oUa-8.S .9 36 -ss OF- 331"9x.9WL9 o 0 04 SDMH#77 -15499.04 4 ! NEW20EPUBLICD AI90-- 15 = #109) GE �5"CMP ,ASEMENT K#79) Q .6575) h8"CMP OUT=489 �7 1:88 $9 R=53.9.5oLIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES BESOW 57341 " 2.63( BASED ON IMPACTS TO THESE AREAS FORTHE 38v, 86\ 91 VARIABLE INSTALLATIONOFTHE AY RaTAS PERMITTED UNDER .5 WIDTH PUBLIC SECTION374(b)h SANITARYSEWER 8 EASEMENT / o o- Lu \ _ , \� VARIABLE WIDTH PUBLIC - --- - \�� \ DRAW IGE -CD D.B. PG._ / - ---- -- \ \\V .z �. I - PARK ,�% , ... c d _ - EASEMENT �\ ` -DRAINAGE EASEMENT / i"`� - �� �\ \\ \ \\\\ ` 2� r r W ° 1 )5 \� - V v v v ,- ----ul--------� w '77771 Lu - \\ -- ARK f - ---- Z - /� / \ ` t z _ --- 1 s I� �� 32 Q I Ul, I 104 C0 OL z 4 J SECTION 1A I I 94 ........ \ " I / / / - y � G' U \ - - - - - CHANORTH POINTS ILL - ,r �..,6� \ \ \ A A V A i - - , Lu o Lu TMP 03200-00 00 02300 V 31 z �� ss -ss �w - ss - -- - - - --- - m -- �R=305.50 - /�\ �_ -- _,y13'9�d A \ \\ \ l rl r _ �' `� n \ \ \ \ i -- -- -- -- 43 ° C l � a\ � 1 � / A I `N� SDMH 75\\ \VI ��'Ir�oxi \ � r O \ 101 100 99 -98 - # _ _ s N ' - -- -- --- - 97- 519.70 - -- ( �" \ _ /i ' _..- \ - --- T \' - - -- - -- -- _. __ _ \ N S'CMP INIIIII I0.88 73) \ Y o \ \ I \3n L... .. r .,.5� y - _- -- -- -- -- -- - _ S5"CMP IN--wz.26� 107) .!\ti I - - -- - _` ti" _ / UT PA NORTH POINTS \ . - 519. ,' 5"CMP O .1 ) % (- ��i - -,za-- --' ---- ------ \n h; PARK SECTION 1C 1 `' \ - e_, ' �... `•. -- __ \ 15"C P 1 OS / \ _ TMP 03200 00 00 02300 \ 1 3 1 # 1 / - /� EXISTING 5' r H 1 p,„4$(#7 EXISTINGNORTH __ ONCRETE ARLLOTT SOINLE 1 1 1 VARIABLE WIDTH PUBLIC - - - - -- - �,� `� cH I LLC 1 �-' do '• - _ DRAINAGE EASEMENT R - -WAY- - - - SIDEWALK 4,',I - -- �- / r ,K I IGHT OF -- ---- SDMH#lOSf' D.B.PG. - _ S51°06':LVW 2' ARV A��� _ / 'n`. 1 ,rr;• �r- O w _ - o 15 -CM 10� T.. :,: - -,;a;.. ..... _ ..:. a. _ 'v:: -�_ - _ _ :,n1 r ss ���z �` \/�_3 53 ---- 15"CMP .85(#1 _ »• ^� - - ' 1 A 95 64 r=,.,, y ,..J � - f:•? � JOB NO. v \ s wv wv v v o \ R-z oo' 520. w 3 D.I.w/ / „ 182150 0 4b \ L=38.oz' 4"HDPE IN=516.39 WEST) THICKET RUN PLACE / „ \ 15"CMP IN=511.38((#(#�) WAY m \ i I _ 115"CMP OUT=511.2 5 IR/W P a / �ssl /f / / \ SCALE ° «- \ PUBLIC R 61 79 - - / /54 1 -50 ° -- - - - - - - ---��d \� ----7Z- Z�- 57�D ---fig-- -��- 6Z-- 66 65 --------64- sRT oarnE- T -- 6�------- b1-- --6D --- ---------6�---- --- ---- ---- ---- \- ------ ---- i / - --" - .. ss - s ss - ss -- SHEET O n _ - TMP 0320 -00-00-02300 I I - - L 4"HDPE IN=516.3 (SOUTH) - \ I I /! " - ' 78 '� 15"CMP OUT=511.52(#73) A NORr POINTS I I I 5 r / CHARLO ESVILLE LLC V A V I l J \ L901,\ LZ6t7C)gLL q I u / s X o Iq s N ss \ I V \ I PARK I / I - I I I I I I I I _ 1 U Lic. No. 035791 o9, 0�0 8/Ol/22w4 91, �/� v \ p e e0 � '• i � \ I I I I / / \ \ Slower. E� C (r I I ! U I v I I I < S ze<sti I L.C.\ s �9 \ L O u Q. �� ® i�9 F — _ �7Lu I - - - _ - - - -- --- - I — _ z Ln S — <i �A, ISE ss Ss 4, NORTH POINTE lop g—___--- _ ss W F SECTION 1D �_ ss TMP 03200-00-00-02300 / ---, NORTH POINTE / � 7 I .� •, CHARLOTTESVILLE 6 LLC II 7- I II — N N N N vv 4 / m 12 �# I --- m I ^ SWM,,eACIVY GRAPHIC SCALE 50 o zs 50 ,00 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 THE ENTRANCE CORRIDOR L _ I� \ 15 ,, L9 Lu NORTH POINTE I _0 / FUTURE C1] 2 '' \ 1. \ s \\ \ \ 14 ` i �1 (Q . �s � / , DEVELOPMENT = � � � \ M TMP 03200-00-00.02300 �LA \ j - 17 o o NORTH POINTE O 1 0 L NG # , ° � 42 I ITS 5 ti CHARLOTTESVILLE i Z I f` LLC TYP 2 ®. A j — —18 M :_ / ., y h :-19 I 39 TY 4 20 ^ a j fr CN UBHO / .�, , { / / { o I AREA. a v i /{� ^ ]052 1 Cy) / / /� Sv �� ' 21 ^ VA wN Q v --- 65'X80 AMENITY / / / L - - ... O QQ Lu — — z litLl �s o Lu - I 0 ss \ o 7� Ci I 23 ss +W POOL37U a W36 � ._ - - '. < III /,, , , ! A' � `o ss ss — ss s — ss — ss s z El i i Lu 7 as35 I �./ U W J BUIL s, \ I 42 NITS ss 34 z J o I Ty E 3 \ \ 86 91 o \\ II ❑®lit W > \ I I 39 NITS 1 � �TTTT-W 33 39- E92 I PARK WWo \ 1lj I .� <r�. I-----------------� {{ z -105 \� \ — — '00\RK \ 93 �� %{' — \ 32 \104 \ .' 4 Q \ v - 94 w LLI ° _ 1 Lu 103 31 --ss / \ v F� 43:� 5��'CD 102 �, - -- �� \ \ i i x — - _ BUI D7tf7 �� / s/ 101 �l 99-_- _ 98 — 1 NORTH POI TE 46 \� f ' �, NORTH POINTE — — — �:CIq 30 SECTION A \ TYPE 4 V _.,_ .. I$ECTMP 1C _ L.L - 03200-00- POI TEO� �� ( _ _ PARK 0300-0 POINTED V ��^ . , — ��._�,._ . a, CHARLOTTESVILLE L _ _ _ �� CHARLOTTESVILLE ,' w L \ 1 LLC \ \ /182150 X JOB NO. THICKET RUN PLACE> / 61' PUBLIC R/W / / /ss / /\\\ SCALE ° 79 If c; n — ss 54 1o l / ss si� ss ss --7Z— --��— --�0 — --$9----�8------ -- — 66 65 --- ----64---- ----- 63--- \ - �� -- ----- b1--- -----�--- --- 9 ---------�- -- --- ------ --- ---------------- / - SHEET NO. n 78 v -- _ �� A 6 EXISTING STORMWATER / MANAGEMENT FACILITY - SEE APPROVED NORTH POINTE SION tdWB SECTIONiROADPLA S (SUB2,o16-00092) bdNH EXISTING STORMWATER MANAGEMENT FACILITY - SEE APPROVED NORTH POINTE SUBDIVSION SECTION 1 ROAD PLANS EX. STREET TREES TO BE \ \\ (SUB2o16-00092) INSTALLED UNDER NORTH \ \ POINTE SUBDIVISION \ \ SECTION 1 ROAD PLANS EX. 5' EX. 10' ASPHALT SHARED \ \ (SUB 2016-00092) -TYPICAL CONC. S/W USE PATHWAY TO BE \ \ INSTALLED UNDER NORTH \ \ POINTE SUBDIVISION \ \ SECTION 1 ROAD PLANS \ \ \ \ SUB 2016-00092) \ \ - - EX. BIKE \ \ ems• , _ -- is LA A DISTANCE TO NEAREST � INTERSECTION I (CLIFFSToNE BLVD & I CL/FFSTO � NORTHSIDL DRIVE)=480' ULE EX. ENTRANCE NE B�A INSTALLED48E/ E/P PUBLICRIGOF WUNDER NORTH OINTE(P) MI I L9 R/V z8'ESUBDIVISION SECTION 1 p OVER ROAD PLANS (SUBVDOi STD. . Bl I / - �- LANEIKE 2016-00092) -TYPICAL WP-2' -_ — 16'w 1351 EX. ROUND -A -BOUT, i CONSTRUCTED WITH NORT\ TIE-IN TO E S i POINTE SUBDIVISION ° ° 8' FRONT SETBACK TRAIL WITH NE - __--------------__- `\ o CONCRETE CG-1 2 AD SECTION 1 ROAD PLANS _EX. 6' RAMPS AND ASPHp LT \ 75 I\ (SUB 2016-00092 - -� - - 390, STRIP TRAIL AS SHOWN I ) EX. ROW PLAATIN6 � _ \� i ----------------------- \\` PROPOSED SEGMENTED RETAINING WALL _ �• - - '. ° WITH HANDRAIL MAX. HT=6' , — — — — — — — — — _ _ SEE SHEETS 11&12 FOR DETAILS. EX. VAR. WIDTH — — — — — — — — — — — — — -- _ MANUFACTURER: EAGLE BY, DIAMOND PRO SIGHT DISTANCE ` • . _ 1 / •°• :. _ •- �--. � COLOR: JAMES RIVER EASEMENT ----- -- INST. #: ACCESSIBLE ROUTE THROUGH THE SITE NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC 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. BIKE LANE NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MECHANICAL EQUIPMENT FOR BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. � I I I � I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Lic. No. 035791 1, 8/01/22 w4 O&IONe1, 0' z d ` L IT LU 0 L z � O N L w : L H � W �■l ...�, V �I __<_� 0 (P) STREE (P) OT ST °°� L v / BUILDING PROPOSED uGMENTED RE-1 GWALL SIGN o \5.,. R1-1 � IGN LU SEE SHEET ITH DS 1 12 ORDETAILS. 9 UNITS N IT`S MANUFACTU ER: EAGLE BY, DIAMOND PRO Y- I YPE 1 A COLOR: JAM S RIVER I \ ��y o 7 I P 4 CONC. \� )NNE T GRAVEL `� F N r ` ,fin' I (P) ADA HAND. ADAAccesslBL O (P) NO \ \ TRAILW Y TO NEW ° o 0 STEPS, SEE PORTIO OF u PARKING ENTRANCE TO PARKING o m m SIGNS BLDG#1 DETAIL SIGNS \ \ A HAL PATH ° �\ I �/ SHEET21 EX. VAR. WIDTH \ \ �� J ,0 ACSA UTILITY V I (P) 4 CONC. EASEMENT \ \V I TEPS, SEE INST. #: DETAIL L \ UI SHEET21 Q HTqYP o \ � \ _ N EX. NORTHSIDE DRIVE \ \ z ' ': I � \ _ _ \ U L9 CURRENTLY UNDER OI 3'R 8' 8' PROPOSED (P) VDOT 3'R ry \\ 6' CONC. S/W STD. CG-6 CONSTRUCTION. ROAD \ fin 3zE/PE/P LLI BUILDIN 2 a \ ----_ APPROVED WITH NORTH \ 36'F/C-pK co P 39UN S - �> \ \ ------------- o rM POINTE SUBDIVISION 6 (P) NO F 4 \ 1 - CA �%% SECTION 1 ROAD PLANS \ I TYPE A PARKING O (P) NO N J (SUB 2016-00092) 8� �� 2 4 41R SIGN Pr 2'R SIGNS - - — _ I - - - - - - - M DESIGN SPEED: 25 MPH I ti5 z'R 21 -' Q h 0 1 ro I C) 3' 2 R O PAR I G m o 3a a - -16 16' 24' �� 16' OV RHANG :"o PARK / N o I O 3 N Al -- — -- o 0 L ° ° N I 16 1 z ' 16' (P) VDOT � � Q �/ ¢ o CA o = ENTRANCE TO ADAACCESSIBLE z STD. CG- �� 40 % Of (P) TREE / / CV -+ I BLDG#2 x 16 o PROTECTION W CV Q v ! 55 } 31R 10 ;' �� FENCING j NORTH POINTE Q Lu PARK SECTION 1 D > o I m I m� F a} © r TMP 03200-00-00-02300 _ Q ° -0a NORTH POINTEPROPEW - I ~ TY F- R ti�� ��v BOUNDARY (TYP) J o / CHARLOTTESVILLE LLC PROPOSED >- 4' G ASS 3' J (P) TREE / Z > EX. ROW } PAR ING 3 R / PROTECTION ' \ / 11 ° EX. 6' ' I 6' CONC. S/W I — PLANTING STRIP I (P) VDOT STD. CG-6 18' z6' 16' OVERHANG d6 A/ FENCING \ \ w iw-I o IMPROVEMENTS FOR = 3 7O� n TIE-IN CONNECTIONS (P) NO ( CG-1 / L AT ENTRANCE _ °. ----- 16'R PARKI ADA B MP \ \ I ` ` , \ Z o ,:. 7 DUEL CHARGING SIGN- 7 EX. CLASS'B' J o /IL9 0 (P) MILL/ STATIONS (TYP.) - ow. / O PROPOSED TRASH COMPACTOR o PEDESTRIAN TRAIL, / I 3 - ', OVERLAY VDOT I 9' 9' iD' 2 R --.-- 'A I/ 3'R SHEET 24 &ARCH. DRAWINGS.& BRICK ENCLOSURE -SEE AIL ( ` \ ` \ (P) V T PART OF THE NORTH L - I STD. WP-2 ST . CG-6 POINTE OVERALL \ \ Lu -o TYP. 11 BRICK ENCLOSURE SHALL BE A DEVELOPMENT \- _ = u v (APPROX. "' .� I _� MINIMUM OF 6' IN HEIGHT. \ \ -_ 1 U I / 16'w x 1001) 3'R 3 R tiry(P) CG-12 12'R O 2'R ` \ \\ - - U 'uj ~ o I n o TYPE B `P) STRE T - - RASH \ _ \ V) REPAIR EX. S/W FOR 5' I \` I } �- P EL) SIG (P) NO CONCRETE SIDEWALK / ~ ADA MP n,, - AR ING CON N I 4 $ R 2 R 30' 3 R (P) VDOT STD. IT 25'R ,@(GNS — (P) VAR. WIDTH / O ONO R1-1 STOP / _ �� DRIVEWAYAND \ LLI v / ® TYP' P )IN SIGN 3'R f ' DUMPSTER CONC. \ o \ \ o S GNS MAINTLNANc _ APRON, SEE DETAIL \ \ \ — L 6oFz ,� 3'R BUILDING SHEET EXISTING EX.TREE \ \ z E s- - - 5 (P) CG 2 RESERVED \ LIMIT ( ) \ \ W � P T TYP. w o - j -11 _ _l - 2SR E 2O � I SLOPES TO \ \ \ LL 22'R non ARAM ) ° <..:, REMAIN o \ \ z / ) I (P) CG-12 (P) CG 12 OT h /// \ \ U 1 _ P VDOT STD. __ TYPE A LL TYPE A (P) CG-12 _ _ - — STD. CG-2 ^ \ \\ Q / R1-1 STOP SIGN D: (PARALLEL) N lJ (PARALLEL) B ? R _ \ \ \ Z w L.L c� / I (P) CG-12 1 ° ADA RAMP LL ADA RAMP (PARALL L) \ \ . � w (PARALLEL) 2 R ? R �' 2 R v ADA RA ^� \ •�� \ \ U) 0L I (P) VDOT � (P) 5 CONC. Q". \\ \ � J ADA RAMP (P) VDOT STD. U NORTH POINTE -- \ Q o / '; tl � � • STD. CG-2 STEPS, SEE � \ FUTURE DISTANCE TO NEAREST 1 l (' - (P) STREET % R1-1 STOP DETAIL : • \ DEVELOPMENT INTERSECTION O �� SIGN (P) NO SIGN SHEET21 O \ o \\ \\ J w w `o TMP 03200-00-00-02300 (CLIFFSTONE BLv15 & 3'R A \ lo'R SIN R NORTHSIDE DRIVE - 375'1 I 3'R (P) VDOT STD. (P) NO :..< 3' \ NORTH POINTE )- (P) t2 R1-1 STOP [Y z CHARLOTTESVILLE LLC j I --- TYPE B SIGN SIGNS NG 31R ry o - pR `, \ \\ Q O I J (PA LLEL) 5 (P) V60T STD. CGL6 (� ADA RAMP � R 3'R ��R ADAACCESSIB `* � \ \ � \ \ � O 3 IMPROVEMENTS FOR I _� 3 8' 8' \ BNDTRA#SCETo (P)TREE \ \\ \ O O x TIEi1N CONNECTIONS 0 EALL LOWER PROTECTION o \ A CV sN AVENTRANCE I �K LEVEL UNITS FENCING \o N ° LLI O AN ADA ACCESSIBLE'R ENTRANCE TO THE \y \ / REPAIR EX. S FOR 5' I — F- _ (P) 10 CQ�fC �� DEWALK AND EX. STREET TREES TO B CONCRETE SI ° LK Z L ESSI ON ROUT ADA N \ J INSTALLED UNDER NORTH CONNECTION I Lu - STEPS, SEE PROPOSED (TM eGB12 �j A ESSIBLE ROUT F COi DETAIL 6' CONC. S/W � y o � O POINTE SUBDIVISION / Lu I (PARALLEL) ' \O� \ E SECTION 1 ROAD PLANS �I ADA RAMP \ \\ O w u SHEET21 �� ADA ACCESSIBLE Z w (SUB 2016-00092) -TYPICAL I 2' G SS _ 9O `� ti$ BLDGA#5CE TO = o Q I PARK NG \ \ JOB NO. v W I OAR ANG MATCHL NE SEE SHEET 6 \ \\ 182150 I le 6' 18 BUILDING #5 ' _ _ CLUBHOU E ti$ a� o GRAPHIC SCALE / SCALE ° O v cD I BUILDIN 5200 S 42 UNITS 1e o s 30 // 1 30 ° 1s 39 UNI S 65'x80' 3 R \ � TYPE 2 m I 16 n TYPE __ `: `� / sHEEr No. a I I zm I � •.. I /--------J d I of IN FEET) // 7 NORTH POINTE (P) C -12 1 inch = 30 ft. / IMP OVEMENTS OR 8' w ENTRANCE TO NOTE: P TREE \ TIE N CONNECT Ns I--- ----- �j `..BLDG#5 E ALL LOWER PROTECTION \ NOTE: VISIBILITY OF ALL MECHANICAL \ AT ENTRANCE I `// LEOVEL NITS AVE --- o° _ R !/� 11 ANADAACCESSIBLE FENCING 10- �� o EQUIPMENT FROM THE ENTRANCE \\ OOF W m REPAIR X. S F R 5" J = ENrANCETOTHE CORRIDOR SHALL BE ELIMINATED. 3' O \ Z (P) 10 CONIC �� EX. STREET TREES TO LDATEDONANAl - \� MECHANICAL EQUIPMENT FOR coNCR TEsI LK; W / \ BUILDING #3 IS LOCATED ON THE STEPS, SEE PROPOSED (P) cG 1z A ESSIBLE ROUTE i \ INSTALLED UNDER NOR H CONNE TION i \ \SCOTT R. LLINSZ POINTS SUBDIVISION > 00 DETAIL 6' coNc. snn/ PAPREALLEL) \0 ROOF AND SHALL BE SCREENED FROM \ SECTION 1 ROAD PLA W Q SHEET 21 ENTRANCE ESSIBLTO (SUB 2016-00092) -TY CAL ILr- 2' GRASS ADA RAMP \ U Lic. NO. 035791 _ BNDTRANCETo \ THE ENTRANCE CORRIDOR. 0 8/01/22 w4 \ �o 0 I PARKG 6 \\ o \\ IONAL E�Gl 3 OVEI ANG MAT HLIN SEE SHEET \ \ w _ BUILDING #5 Z lil Ln 16' 6' 1s LUBHOU E ° j e �-+ J " 42 UNITS // w u LO BUILDING #3 5200 S I 15 39 UNITS 65'x80' z 3R TYPE 2 // 18 a TYPE ' d // ILL a — a NORTH POINTS (P) C -12 O _ y ': // / ou FUTURE TYPE _ (P) ADA HAND. / DEVELOPMENT PROPOSED; - o- ADA MP PARKING ADAACCESSIBLE 3'R (P) OG �A // Z z o TMP 03200-00-00-02300 MAIL KIOSK] R POOL EGRESS TYPE B O 3 SIGN NORTH POINTS 3, (PARALLEL e / OV w �_ ADA ACCESSIBLE ADA RAMP � � ,� ` / / ILL CHARLOTTESVILLE LLC 3'R ENTRANCE To — 13 J a 3 BLDG #3 - (p) O �_ .,C �~ / / Z Q m PA G / � w II _ i O a RETAINING n - a D AC E SI E 6'R Jo / , m •3'R O LE R SS SIGN 1 / � m Q n WALL WITH oT Lo / / HANDRAILS 8' / / c�i O z a ji o / / F r CROSSCREEK PLACE EX. 6' (P)CG-12 FIRE PIT z1 '6 �� `J' // / Z o o w PLANTING - - TYPE B 1; 3'R (P) �pOT �� _� __ / z m PUBLIC RIGHT OF WAY STRIP (PARALLEL STD.XG-2 O LnLu o 61' R W ADA RAMP 3 Lu POOL DECK , '' > 00 z g i �. V / � g Y o w 12,735 SF ' z'R PARK m a 11 . ,_ 3� } GRILL AREA ° 3'R m w ° t zi o w AD A c sl LE (P) VDOT O J m 2 ml 15 s STD. CG-2 PARKOING �W/ F CONSTRUCTION FIRE PREVENTION NOTES: o nDD l 17 ®� SIGN p 10 CONC. Ce o 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES w '� ( ) I I ° CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE w I 2' G SS (P) VDOT STEPS, SEE z0 AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA PARKI G STD. C - DETAIL o a STATEWIDE FIRE PREVENTION CODE. �.�� I OVER ANG , SHEET21 I Ln o 18' 18' z6' 18' z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE \ °"^a' "„^_•--- ,."a. °"' '° `•' I w RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA \ NOTE: ALL i LEVEL UNITS FACING THE I STATEWIDE FIRE PREVENTION CODE. �; I AMENITYAREA HAVE a w P VDOT AN 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR \ y-� ( ) - BUILDING #4 _ a _ CL ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL U STD. CG-6 (P) VDOT ENTRANCE TO THE O } } y z STD. CG-2 SIDEWALK AND ARE 42 NITS HJ ° CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN n in \ I - LOCATED ON AN ADA F PROPOSED SEGMENTED I N N 2 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT Z A ACCESSIBLE ROUTE I RETAINING WALL WITH HANDRAI� w o 0 2 CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER m \ I * (MAX. HT=6'), ¢ c OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6INCHES; THIS ACCESS \ O (P) ADA HAND. 35 O O SEE SHEETS 11&12 FOR DETAIL91. .-� o C MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE N v PARKING ADAACCESSIBLE ADAACCESSIBLE 16 �� MANUFACTURER: EAGLE BY, I m 00 u D \ 16' 6' 18' ENTRANCE TO ENTRANCE TO ®®\ DIAMOND PRO ° CAPABLE OF SUPPORTING FIREAPPARATUSINALLWEATHER \ rnn I ADAACCESSIBLE SIGN BLDG#4 BLDG#4 BUILDING COLOR:JAMESRIVER 2 CONDITIONS. \ m - -_ ENTRANCE TO ` y. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS o-- Wo y \ 1 BLDG#4 rp° rp. 42 UNITS I E VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER - R E THE VIRGINIA STATEWIDE FIRE CODE. PE 1 a I I Q ., 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL r -1 o TYPE BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS \ ' : m \ \ 3(Z 3'R AD l _j � J ARRIVE ON SITE.... (P) A HAN ® - -- _ 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE \ ,c, \ \ '' �. 10 HTgy, TQ- PARKING \ \ di v BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN f5 O p(P) G-12 � 0 ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. \ \ 3R TY E B SIGN I \ \ w U g' g' (P) VDOT 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE \ \ (P) VDOT (PARALLEL) TD. CG-2 `R \ \ M APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR \ \ STD. CG-6 AD RAMP '� (� I --I \ \, )VDOT BENTLEY CIRCLE 6 z V > LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN -- f0 y o 2C) v EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; \ \ STD. CG-6 31R 3'R 3 R U \ \ N ° HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS R °DI _ Do .J s ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA \ I (, - �Q \ \ 'k 2 R F- \ STATEWIDE FIRE CODE. \ 8'R eo P 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL 3 \ C� ` \ ��. 13 (p) NO ~ 27 COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND PARKING O SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE \ SIGN MARSHAL'S OFFICE. \ 0 \ E0 P \ PARKING ~ 9' 22 (P) SAV 5' C NC. TYP TYP s LU \ Q ADA ACCESSIBL o \ \ co ENTRANCE TO BLDG#6 �. \ \\ V Z rvn oa (P) VDOT Q 1 STD. CG-2 o I N 00 00 W C\I o " \ VERHANG 31R 3 R (P) CG-12 3'R TYPE B > } O 27 N 94 \ (P) VDOT o O ADA RAMP ° \ STD. CG-2 n P CG-12 ~ ~ (P) 6' CONC. > ,,LL^ EX. NORTHSIDE DRIVE CURRENTLY UNDER (P) 6' CONC. TYPE B SIDEWALK CONSTRUCTION. ROAD APPROVED WITH \ R SIDEWALK (PARALLEL) LLi Q I I NORTH POINTS SUBDIVISION SECTION 1 3'R 3 R :8' - 8' AD RA P Hy, 3' 26 16 _ / J ROAD PLANS (SUB 2016-00092) \ \\ 15 O L - J DESIGN SPEED: 25 MPHZ ° / EX. ROW �5 o —-------- o------------ 0 10 a �5 LJJ �t TIE41qSIDEALK (P) S/W SIDEWALK l \iffin ' EXISTING 5' REPLACE POO)TT1ION OF (P) GRILL/ EX. S/W TO CRaATE 1 OUTDOOR LANDING 32 Elp-SIP I AMENITYAREA 99 98 97 96 9� FIC 31R i j I 28 i--I (P) 6' CONC. , PROPERTY Q ADAACCESSIBLESIDEWALK (P)VDOT BOUNDARY TYP. I / J O Q ° BLDG nENTRA�cE To © STD. CG-6 ( ) I --I ° 3R 3R �' Q LU U (P) DOG PARK I u FqE 36, FIC- a (P) NO ¢ �� AREA U Lu ° F PARKING ° SIGN NORTH POINTS �_'� 3'R o 29 Y SECTION 1A 1 HT9 3'R �'' NORTH POINTSTMP 03200-00-00-02300 LLI NORTH POINTE / n l .,„„ „L„„ (P) VDOT L SECTION 1C STD. CG- CHARLOTTESVILLE LLC / \ --- -- I TMP 03200-00-00-02300 L o — ,a.. „„ I I NORTH POINTS � z _______________ BA B'FRONT ETCK ____ _______— CHARLOTTESVILLE LLC � W W CD / d01 g. :• p y5 ° a o ° 1 e o Lu LL Lu w (19) ON -STREET SPACES AVAILABLE ADJACENT TO SITE (38o' TOTAL) w PROPOSED SEGMENTED RETAINING WALL THICKET RUN PLACE m m EX. 6'PLANTING STRIP EX. ROW Q WITH HANDRAIL (MAX. HT=4'), T SEE SHEETS II&12 FOR DETAILS. PUBLIC RIGHT OF WAY T LLI w o MANUFACTURER: EAGLE BY, DIAMOND PRO E)1' RAW n _ COLOR: JAMES RIVER �. NOTE: ��� o o -: o_ r -- n 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. '- --" •� ° � - UI O v z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. .N 3. 0 REPRESENTS ONE PROPOSED PARKING SPACE. 4- OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN13'4'. . 68 66 65 L--------- 64--------_63---_ ----- 62---- _______61----------- 6D_---- ---- o x S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 0 N o 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION s OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. NOTES: . STREET TREES o 7. SEE SHEETS FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. EXS R S T BE EX. THICKET RUN PLACE CURRENTLY 1. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. INSTALLED UNDER NORTH POINTS ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO LL ° VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. SUBDIVISION SECTION1 ROAD UNDER CONSTRUCTION. ROAD APPROVED 9' WITH NORTH POINTE SUBDIVISION SECTION INSTALLATION D PP, DRAINAGE, T UTILITIES TO ION. CO ENGINEERING O ~ c - 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING y 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 ~ 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 F E 9 S ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE '-+ Z w CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. DESIGN SPEED: 25 MPH O 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. WITHIN THE APARTMENT COMPLEX. NORTH POINTS NOTE: WALLS WITH HEIGHT OF 30" OR GREATER SHALL JOB NO. v 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE SECTION 1A REQUIRE HANDRAILS. SEE DETAIL, SHEET 21. o AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. TMP 03200-00-00-02300 182150 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEETHE REQUIRED PROFFERS ON SHEETS 2-4. NORTH POINTS o 15. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. GRAPHIC SCALE ° -16. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE APARTMENT COMPLEX. CHARLOTTESVILLE LLC SCALE IT SEE SHEET 21 FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. 30 o ig 30 60 l 11-.JO l o VDOT NOTES: •J c i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 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. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT SHEET NO. n ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. ( IN FEET ) 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER 15 REQUIRED ON THETMP SUBMITTAL. 1 inch = 30 ft. 8 (P ADA HAND. (P) 6 CO STEPS, SEE P) RKING DETAIL SI N SHEET21 BUILDIN 3 #7 EXISTING STORMWATER I adwa / MANAGEMENT I / FACILITY - SEE APPROVED NORTH POINTE SUBDIVSION / SECTION 1 ROAD PLANS / (SUB2oi6-00092) l Z64/Ll:V1S \ / 0'm0 OSll 3 O j l6'Otl�LL9 N 9 1 II II / � / S ass.! w O. M, 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. NOTE: ALL PROPOSED SANITARY SEWER IS PRIVATE. NOTE: THE TYPE K COPPER WATER SERVICE LATERALS ARE ON THE PRIVATE SIDE OF THE METER. THE PUBLIC PORTION OF THE WATER SERVICE WILL BE IN ACCORDANCE WITH THE ACSA STANDARD DETAILS. NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC EX. STREET TREES TO INSTALLED UNDER NOI POINTE SUBDIVISION SECTION 1 ROAD PLAN (SUB 2016-00092) -TYO POINTE «:: — `? m IQ I — � NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC EXISTING STORMWATER I N MANAGEMENT FACILITY -SEE APPROVED S \ NORTH POINTE SUBDIVSION SECTION i ROAD PLANS \ \\\ (SUB2oi6-00092) EX. STREET TREES TO BE INSTALLED UNDER NORTH \ POINTE SUBDIVISION EX. 10' ASPHALT SHARED SECTION 1 ROAD PLANS USE PATHWAY TO BE v (SUB 2016-00092) -TYPICAL INSTALLED UNDER NORTH \ v \ \ POINTE SUBDIVISION SECTION 1 ROAD PLANS \ / \ / 6 • SUB 2016-00092) I t, ;•i II I r��---- �/ I I SS I 3 I \ I I I SSI Lic. No. 035791 It, 8/01/22 w4 o1SIONer. E11C'l -- CLIFF STONE BOUL = o PUBLIC RIG EVARDs I o w OF �11,/AY UNDER NORTH POINTE ED I I � < - HT ` M — — ) vv SUBDIVISION EGTI 1 �� S ROAD PLANS SUB S \ SS I O g w 91' R 2016-00092) YPICAL I I \� I m Q n o z n z m r o \ _ 8' FRONT SETBACK _ _ n\ WV PROPOSED CONNECTION TO O EX. 8" D.I. WATERLINE I O z o 0 — Ln iWV WITH 450 BEND AND PROPOSED 8" CL. 52 D.I. WATERLINE w �,/A� Ln 3 —— EX. ROW V \ \ I V/ Co � Z Y i -(P) 8"-22.5° D.I. < a g 3 LOCATION OF RPZ ON DOMESTIC g W/L BEND ZQ Ln L ° WATER LINE, DDCA ON THE FIRE LINE, \ M I �� > < o w O / AND PRV ON THE DOMESTIC WATERLINE W (ALL WITHIN BUILDING) z F N — � 3 / �d_____________________q--------- ------ ---- ________,__________________v.REMOVE EXSTING8"P� LUG; I ,: ; ;, � I O AND z" BLOWOFF ONCE ' m WATERLINE ABANDONED 3 IZ z O 3 w W M ILu / ' m (P)zi/z"TYPEII o KCOPPER BILDING 1 LATERAL WATER SERVICE 9 UNITS rn a (P) 4' D.I. F II ) I �ZI I_ I \P a FIRE LINE PROPOSED 4" D.I. YPE 1 A z I s o FIRE LINE zoPRIVATE SANITARY - _ (P) 4"x4"TEE p — r I 6 \ SEWER EASEMENT - \ cv C 4 ° v \ LOCATION OF RPZ ON DOMESTIC N N u I t 3 I o INST.#: \ c o 2 s _ s WATER LINE, DDCA ON THE FIRE LINE, I \ \ F o N AND PRV ON THE DOMESTIC WATERLINE :EI T PROPOSED 8" SDR z6 PVC o I \ CONNECT o (ALL WITHIN BUILDING) I I PRIVATE SANITARY SEWER TO EXISTING ° I II \ 1 0 ISANITARY SEWER AT EX MH28 ' SAN T ELEV. \ \ \ FDC 485. 0 (120 LF @ 20 f EX MHz8 \ + RYSEWERE ENT (P) 4''-45°BEND • � � � ! • II II \ EXISTING zo ACSA PUBLIC � � ,p)' E �. .. ° I s \ SANITARY EASEMENT u ,. , �(P) 8"-22.5 D.I.I SS INST.#: ° OI z _ \ \ ¢OIU W/L BEND I £` .J 3 \ R • Lu �� ! (P) 4"-45°BEND EX. NORTHSIDE DRIVE\ a Z ' 3 \\ Lu CURRENTLY UNDER 0I - M PROPOSED 6" SDR z6 PVC z \ SS C? CONSTRUCTION. ROAD - �" a� �_ BUILDIN 2 PRIVATE SANITARY LATERAL / \ —_-- F—I APPROVED WITH NORTH \ \ ~ ` ° ( 39 UN S — — (P) 8"-iz.z5° D.I. ,' S \ ` \ — — — — — SS f7 S S /�1/ _ o POINTE SUBDIVISION ` - 3 I ; a — W/L BEND 3 \ — — N ° SECTION 1 ROAD PLANS I TYPE A 4, 5 1. - - - /� _ 1 DESIGN SPEED: 25 MPH I I ; (SUB 2016-00092)----- WATERLINE I— — I 3 // o - - _ _ I , , — — M < PROPOSED D.I. CL o / \l \ I ' (P)6 x4 REDUCER IY —' z o 3 . . ► & 4" G V (P) FIRE � / a / V p HYDRANT.;`// m __ / PROPOSED 6"x6"TEE i � PARK N LL_ > ASSEMBLY � / � _ I / I G.V. i-6" (P) z" WATER •w O Z / � / � / METERVAULT = i (P) 6"x4"TEE m'w Al / N I� ( 4"xz'REDUCER� ZIQ 1 ����/ o w N Q v FDC � 3 / s Q'" I / NORTH POINTE Q Lu PROPOSED 8" SDR 26 PVC Hi / � / / SECTION 1 D ~'� ' PRIVATE SANITARY SEWER / / III o / i m ------ SAN L ��� MHz / / 0 TMP 03200-00-00-02300 _ ° 3 (1 4 LF @ 5%) s � 5�5 � / NORTH POINTE L o / / PROPERTY /\ CHARLOTTESVILLE LLC J PROPOSED 6" SDR z6 PVC — / ACSA PUBLIC BOUNDARY (TYP.) W / \ J / `�/ WATERLINE EASEMENT / \ I EX. ROW ; PRIVATE SAN TARY LATERAL I I LU I INST W0 ---- ' 1 1 - - - - AN LAT E AT CLEA OUT / 3 \ \ \ LLI i--I a �J I I I IU 36(33.4L I I 1 az, S 85.3 7O %) / / SAN LAT ELEV. AT CLEANOUT Q N AN LA EV AT CLEA \ \ \ z O 9(389L @ 1 — F1 11 481.28 (45.3 LF @ 2%) o \L9 J O � I Q 3 � / EX CLASS'B 3 PROPOSED 4"SDR z6 PVC PEDESTRIAN TRAIL Q ( � � � � � } Y / I VAR. WIDTH - s PRIVATE SANITARY LATERAL o \ \ , \ = U J v uj / / SAN LAT ELEV. AT BLDG. \ \ 3 ACSA EASEMENT ` O \ \ INST.#: I L / +�— — I I / i � / 491.73 (17.2 LF @ 36%) (P) 8"x6" TEE ` PROPOSED 6" SDR z6 PVC \ \\ \ Y 3 PROPOSED 6"-iz.z5°BEND & 6" G.V. �` i • / \ ` \ o PRIVATE SANITARY LATERAL \ �J•J a ( (P)8'x8"ILL S 12 o & (_) 8�� G.V. i � A � E s(P 8 zz 5\ \\ \\ in 7 x6" TEE \ ro p \ L I & z 8' G.V. I M ) .I. \ \ w ° I� ..... _ y 6" G.V. / ®W/L BEND � Ln (P) 8"-9o' D.I. (P) 8"-iz.z5° D.I. \ M// A \ �j, SAN LAT ELEV. AT BLDG. \\ \\ ~ a W/L BEND — — --- — -- W/L BEND —�J (P)8"x4"TEE o I (P) FIRE HYDRANT. _ (P) 8"-u.zs° D.L , �? 489.40 (88.9 LF @ 9.2/0) \ \ Lu w ASSEMBLY W/8"x6" TEE w �/VATERLINE� M WILBEND \ \ \ 4"xz"REDUCER \ \ LLI LL z I & 6" G.V. Z8 VI.VNA l RLiNE—" w / Y4"WATERLINE COPPER \ \ w • s,c a '� (P)1" WATER ) \\ MH4 ,�. FOR MAINTENANCE \\ Cl)— — — — — — - — METER FOR \ BUILDING \\ z Iv CLUBHOUSE V= V A Q � S (P)TRANSFORMER � :. \ o v vvs \ o v v Lu L o o 3 a (D >>—>— " s s \ ss \ o I zo'ACSAPUBLIC I11 �$s aa; a WATERLINE EASEMENT j 3 \ \, \\��� \� \\\ \\ 0 ON ° INST # �o ., A ELEV. m cP�, y� \�� 3 497. 8 148 LF @ 6%) \\ QLG\ \\\ �� �R \\ w y LU I f PROPOSED 6"SDR z6PVCT�\r' ��'� �� C7 ��O Av vv E W Q J PRIVATE SANITARY LATERAL !�+ \ �� L% \ \ 0 z w C) e _ I e PROPOSED 6"SDR 26 PVC 2F\ \ \ Q O I U £ i" COPPER WATERLINE PRIVATE SANITARY LATERAL \ \ (P) 8" D.I. CL 52 \ \ JOB NO. v p TO CLUBHOUSE 1 F— } w _ MATCH INE - SEE SHEE \ \\ MH5 WATERLINE " 182150 ° \ ° L_j (D z LUBHOU E \ \ \ BUI ING#5 �. GRAPHIC SCALE I ~ W 1 \ 42 ITS I / SCALE I 3 z Z BUILDIN 5200 S \ \ TY 3° 5 3° // 1 "-30' m 1 39 UNI S 65'x8O' \ \ / / z a� TYPE SAN LAT E Ev. v �a ; .. / d I $ 497.35 (6 LF @ 1 0) \\ \\ ( IN FEET) // Z SHEET NO. ' / / 9 r '• SAN EL u ��•'..• 1 inch = 30 ft. / �' /1 I zo ACSA PUBLIC WATERLINE EASEMENT \ \ \ \ \ INST V�o, b o \ \ I \ I k ELEV. 497. 8 148LF@6% EX. STREET TREES TO B a )\N� \ \\ INSTALLED UNDER NOR H I \ 9\fi `oj \� \ \ �SCOTT R. LLINS , POINTS SUBDIVISION y I LL1 f PROPOSED 6" SDR z6 PVC \ �F \ s \ SECTION 1 ROAD PLA Q J PRIVATE SANITARY LATERAL �l�+ \ ��� :- \O� \\ (SUB 2016-00092) -TY CAL I U PROPOSED 6" SDR z6 PVC 8\ \ \ \ L �Lic. No. 0357914 � W I i' COPPER WATERLINE PRIVATE SANITARY LATERAL \ \ 8/Ol/22 l w z 0 O I - U 9 f TO CLUBHOUSE (P) 8" 1 0I— 3 I — MATCHLIN SEESHEETg \ \ 5 \ MH WATERLINE \ SS ESIC 2 \ uJ 'I z I � � z — LUBHOU E \� BUI ING #5 �', Z 11= 5200 S I Z w BUILDING 43 ® \ \ 42 ITS N I Lu z ® \ 3 I m cc3 39 UNITS 65'x80 ° I ¢ TYPE ,:� SAN LAT ELEV. e \\ // g o ® a I 497.35 (67I LF @ 1 0) AV NO POINTS o 3 SAN EL // S ou c F TURE f 49 (19 L @ 3.3%) IOPMENT f'' (P) 8 -45° D.I. v / / z D TMP 032 0-00-00-02300 �I W/L BEND I A` LOCATION OF RPZ ON DOMESTIC p NO H POINTS N (P) FIRE HYDRANT INN H TIC WATERLI ; // Ov CHARLO ESVILLE LLC Fo Y ASSEMBLY W/8"x6" TEE / a 3 WATER L CA ON THE FIRE LINE, &6"G.V. - NDW��ON`U� ) o- E / /// z ¢ m ¢ ; o° BE A(p) 4"xq" TEE & D / / p w m r m I P El TEE WITH 2-8" G.V. PROPOSED " SDR z6 PVC ' {P) g ND o BUILDING) I� 4 I w M f REMOVE EX. PLUG &CONNECT e ' PRIVATE SANITARY LATERAL a & FIRE 4' D.. - // / � m Q x TOEX.BHYDRANT �- _ FIRE LINE \ / / ¢ o z OF PROPOSED 8L WITW/L LF ASSEMBLY ' P) z 1/2" TYPE K COPPER o / �/ w 0 m r - WATER SERVICE LATERAL - / CROSSCREEK PLACE I O i� LOCATION OF RPZ ON DOMESTIC (P)8'x6"TEE •—• Z / p z m �� f P) TRANSFORMER WATER LINE DDCA ON THE FIRE LINE I. 8" G.V. & L - PROPOSED y" D.I. / / z 'o PUBLIC RIGHT OF WAY 60 III AND PRV ON THE DOMESTIC WATERLINE �` �r_ 6" G.V. _ ' } • • P) yE go°O BEND \\ / O CA � E 8"D.I.WATERLINEo 1--- ----- LINE (P)4"D.LCLSo - / 3 61 R W I (ALL WITHIN BUILDING) (P) 8'x TEE N 00 ¢ ° / WV w WATERLINE 4 .—. —. > m z 8'D.LW/L WV WV O POOLDECK ��I1:'�� 4°xz"REDUCER - (P)zz/z"TYPEKCOPPER PARK w c --- M V1 WV ti � �•' .. e I I ®� � ®.:.WATER SERVICE LATERAL I I � � a g ° (P) 8' x4' TEE F- - 'I' -- ----- a4'G.V.& MH6 / w m o -- o REMOVEEX.PLUGANDTIE-IN f FDC '� FD '- LOCATION OF RPZ ON DOMESTIC w £ TO EXISTING 8 D.I. W/L M M M M ° (P) 8'xy" TEE 90 - I WATER LINE, DDCA ON THE FIRE LINE, I z F N SS SS S S S SS SS iP . —w .� ENDS (P) z" WA o & 4" G.V. TER AND PRV ON THE DOMESTIC WATERLINE \ ; I I ( I _ (ALL WITHIN IN— BUI'MVAULT (p)8,x"TEE ROPOSED4"D.I o i ao p FIRE LINE 4,xz" REDUCER I P) 6 SDR z6 PVC o J1 Lill RVATE SANITARY 90 w PROPOSED z z/z" TYPE K COPPER I LATERAL o WATER SERVICE LATERAL SAN T WATERELEV. O gg 89 (P) z' - s \ N I METER VAULT BUILDING #4 498. 8 (134 LF @ 2%) I I PROPOSED 6SDR z6 PVC P' ROPOSED 4" D.I. 42 NITS �zo' ACSA PUBLIC PRIVATE SANITARY LATERAL N N TV WATERLINE EASEMENT o N w o 0 \ \ II 3 FIRE LINE I SAN LAT ELEV. ¢ � -i c r`4 r`4 m I \ LOCATION OF RPZ ON DOMESTIC 91 I WATER LINE, DDCA ON THE FIRE LINE, N 505.82 (36 LF ° o o ° £ \ (P) 8"xy" TEE, M AND PRV ON THE DOMESTIC WATERLINE s MH7 o (ALL WITHIN BUILDING) / U LDING #6 2 4" G.V. & ° \ I El G.V. "... 3 UNITS FD r r — s I 92 W \ �A BENTLEY CIRCLE .0111i C? s V�A\ ` \ PROPOSED 8" SDR z6 PVC s/ N _ c z�...! Y \\ \ \ \\ PRIVATE SANITARY SEWER / 1 ® 0: Im \\ \\ M .—I \ (P) 8"-22.5° BEND 74 P) 8" D.I. WATERLINE w � Q ° ?ARK I I 93 NLINE 8" G.V. s _ _ I m z o yy I I EX. NORTHSIDE DRIVE ' \ \ \ (P)FIRE J I ) � \ \ � a CURRENTLY UNDER \ \ / YDRANT zo' ACSA PUBLIC b N Ir.. Q o £ \ \ ASSEMBLY WATERLINE EASEMENT s 1 1 CONSTRUCTION. ROAD \ / (P) 8"x6" Ti O7 0 APPROVED WITH NORTH INST.#: N -zz.5° BEN i (P) 4" D.I. CL So s & 6" G.V. e POINTS SUBDIVISION / FIRE LINE 8"x4' Ml (P) FIRE HYDRANT I I al o .0 SECTION 1 ROAD PLANS \ TEE, & y" G.V. - - _ pROPOSED 6" SDR z6 PVC- - - - S ASSEMBLY J Ili 27 I (SUB 2016-00092) 94 \ \ j \ - - - - - - - I Q W ------------------- DESIGN SPEED: 25 MPH \ N 3 (P) 8"x6" TEE PRIVATE SANITARY LATERAL WATERLINE 1 / 1 W i V ) " \ i 6" "1 w w w w w w w w „ w w w (P)TRANSFORMER / o (P)8°.4TEE (� (P)8"45°BEND 8 D..WATERCINE / o c 3 4'xz"REDUCER, -JI &INLINE8"G.V. - - - - - ---- ---- qT - ---- - ---------P)g"_go°BEND / w L_J / P)y"-45°BEND (6 0 0 ----- � - o- - - - - - - - - o-- o /g (n I_LI ASS — ° ew •. \ I L'=' J v FT—, .'. / / / 2 I— \ ` 3 FDC SAN LX�� LEV. ' / /® o 513.16 ( 1 LF @ 7.2° / PROPERTY $L9 O �- (P) i.5" WATER METER VAULT ➢ ` BOUNDARY (TYP.) J \ 1 PROPOSED 4" D.I. a (P) z" TYPE K COPPER ~ s 99 98 97 96 9� FIRE LINE ` WATER SERVICE LATERAL BUILDIN #7 U = U Lu (P) TRANSFORMER H ° Wl i P)4"-go°BEND �� I ZD v NORTH POINTS \ I IL o W SECTION 1A \ LOCATION OF RPZ ON DOMESTIC o 29 Y 1 I WATER LINE, DDCA ON THE FIRE LINE, U NORTH POINTE /� o TMP 3200-00-00-02300 / 3 \I AND PRV ON THE DOMESTIC WATERLINE O W �/ / c NORTH POINTE �l .',, (ALL WITHIN BUILDING) o CHARLOTTESVILLE LLC �/SECTION 1C I TMP 3200-00-0 02300 I NORTH POINTE z // 300 \� — — � _ a .. — — — — — — — — — — — I CH�RLOTTESVILLE LLC W o O' l CFTR�(`V Z ,.a . -__ -_ v= _ _ - --- - �s?wi _. 'FHr*...day,: „t -° . _iz,�"x:`,. - a y, o .. o , 1.+^"n.. i _ _ _= I (Ea°oo - _ __. — 2" ARV — _ - _ - - -_ I'l Lu L� Z IN WV\ — WV CL� Z $ �_�-- Q w M M M M M M M M M M M M �.r"IMF M M M M M M M M — M :'1 M M M M M M M M — M M M M M M M M M M M M 8" D.I. W/L WV WV 8" D.I. W/L U) z THICKET RUN PLACE EX. ROW Q o PUBLIC RIGHT OF WAY w W 61' R/W e - a 66 J a S JJ JJ .» JJ JJ Sb ss S S� ' ut fi68 65-----64---- ----- �--- ---- 62-----------b1-------------- 0 o 04 = EX. STREET TREES TO BE EX. THICKET RUN PLACE CURRENTLYINSTALLED UNDER NORTH POINTS w ° NOTE: A KNOX BOX WILL BE REQUIRED ON EACH UNDER CONSTRUCTION. ROAD APPROVED SUBDIVISION SECTION1 ROAD WITH NORTH POINTE SUB (VISION SECTION c PLANS (SUB 2016-000 2) -TYPICAL 1 ROAD PLANS (SUB 2016- 0092) O F E BUILDING. THE LOCATION OF THE KNOX BOX CAN BE 7S COORDINATED WITH THE FIRE MARSHALS OFFICE. DESIGN SPEED: z5 MPH Z = o NOTE: ALL PROPOSED SANITARY SEWER IS PRIVATE. NORTH POINTE SECTION 1A J06 No. v NOTE: THE TYPE K COPPER WATER SERVICE TMP 03200-00-00-02300 182150 0 LATERALS ARE ON THE PRIVATE SIDE OF THE METER. NORTH POINTS GRAPHIC SCALE THE PUBLIC PORTION OF THE WATER SERVICE WILL CHARLOTTESVILLE LLC SCALE ° BE IN ACCORDANCE WITH THE ACSA STANDARD 30 ° 5 30 6° 1 "=30' DETAILS. SHEET NO. n ( IN FEET 10 ° - - --- 1 inch = 30 ft. EXISTING STORMWATER / adwa MANAGEMENT FACILITY -SEE APPROVED NORTH POINTE SUBDIVSION / SECTION > ROAD PLANS (SUB2oi6-0009z) / V A Z6+/LI:VlS q 11 Ir S I - �� S •ooY,. SS 0 ee: r � / w rzl� EXISTING FACILITY RMWATER cc SEE APPROVED // / TH 0 NORTH POINTE NORTH POINTE SUBDIVSION I l /I l I l £ FUTURE SECTION >. ROAD PLANS > / i DEVELOPMENT (SUB2ol6-00092) l/ l/ l � �/ / 1 1 /) I TMP 03200-00-00-02300 � / / SCOTT R. LLINSZ EX. STREET TREES TO BE NORTH E U Lic. No. 035791� CHARLOTTESVILLE LLC \� £ - INSTALLED UNDER NORTH p ''I POINTE SUBDIVISION D l / / - EX. 10' ASPHALT SHARED �' � I / � �� 8/01/22 �W (SUB T 01I6� 0092) -TYPICAL INSTAL ED UNDER NORTH n �� z -- USE PATHWAY TO BE I �S70NAL EEO w z SECTION 1 ROAD PLANS SUB 2016-00092 w P ) a D e i t- < o �T SS �� OV ° 3 DISTANCE O N ARE FF INTERSEC ION__) - (CLIFFSTONE BWD & I Sy _ CL� SRO 3 NORTHSID DRI E -h80' ��S _ z O ° I z 0 D '/ Y PUBLIC R GBOULEVARD -.. , _ z EX. ENTRANCE INSTALLED I I I S OV w m AY s w J 1 HT ( - s J r 9 OF �/�/ � UNDER ORTH POINTE I S Q '3 /1/ SUBDIVIS ON SECTION 1 ROAD S SUB -� -- S _ O0 � M • _ .o ee.` o _ q 1 2016_00092 YPICAL \ - S m m n �M e• •s •. A 3 �� �/ M s U O Z a: - - I Ln Z � S _ 8' FRONT SETBACK _ J - - w � ---_-_ �� �J �/ p � o 1° _ -�.�. 390PROPOSED ADS - - __ :;1 \ - - CTi FBI Ln y Q 3 i YLOPLAST YARD EX. ROW PLANTING TIE -INTO EXISTING o i STRIP C AT CG-12 ADA I _ / IILu � zg Y I V� DRAINS (TY � ^� RAMP N I o - - _ - - Lu RE NI AL -- - ---- - --- �Z - �I N - Lu F P e•c � e•c.o. 6 I \ O En o NlTll 3 /�� ld♦�♦°�e , _ 4-Ro°FDDaN PP� POSE[ _ _- / 1 w FE-488 87 �_ ' \ 6 i 4'ROOf DRAIN / �'vo � Lu B ILDINI-j � al --492- RETAINING 1- m �.� F �' 9 " o 9 UNITS v AwwcwALLs 1��' �I - 4'R60FDRAIN / of i -. (r � I 3 / vP.> �WI H.HAN IL i' I I a / - "YPE 1A SIT s' I Y I ¢G - 1p \ �) � N N .O C.O. N N A \ �� \ u m _ In m �W D 488.6 ROOFDRAIN 88 a V - 1 � 1 4 (TVP.) DRAIN k i lP L 1 r' y a RYP.) Y . ♦1 p i 1 �.YD z..YD I - 6'HDPE ' � � • 10,•• dY9.b9 8'. DPE 8G0. is YD. .:8': a"HOPE PE 1 3 �.:� - _ e c o --- --- P OED .... R. eka86e]e - - 4a -'..k 41:mp, 1.6%':- - - \- -- • CON Q -� I .// FENCING A wl M H =3' -., 6 seine 486s Tc aas ooEP ALBEMAF;L OOUNTY - - (ET INI J '..; 3 as 43T 4ealo I6ry Rr 4s6.2 eP 4as 33Tc 30 I NA $I�F�EP -- SS C m 1 � 34 1 L w Qu --_ - CURRENTLY DUND RI E Z 1 8 - - - - - - - - - w z 1 \ �I � ' � ' 489.RTC 489.41TC 488.59 I I O � .� � I ,- \- � SS /. - - - - - - 1 _ U 3 E/PEP BUILDIN 2 .. 89.39ER ACCCESSIBLE DA I / \ (7 CONSTRUCTION ROAD---, n -1 APPROVED WITH NORTH \ /CF 1 39U S i PATHWAYTYP. _ 4asozrc /- q, \\ PROPOSEDRIPRA SS --- ---- M 36'F ' _ SS C > 9 POINTE SUBDIVISION \ \ s /C s e•• a 1 " ( ) ---� / f I \ OUTFALL TO EXISTING % - - - - - N o SECTION 1 ROAD PLANS TYKE A o. -ti,•) ��� ��:� 48 j CULVERTDRAINI_NCi'Tfb'- � o (SUB 2016-00092) _ E 2 �� EXISTING STORMWATER _ _ - - - - - � FFE 49 67 W! _ DESIGN SPEED: 25 MPH I J � �� _ u - _MANAGEMENT FACILITY - W Q U / J0 L I CLASS 1 RIPRAP W/ GEO-FABRIC \\ Z a 9 j j: J / `, m D=2', L=24', W`12' NOTE: SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE / - - 3 o D S 6.CO1 D ;... U STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ER NST CONSERVATION PRopo/ / / / f� --- - A _ _ \ N •. N RAOPS STY R • a---- - - / Z ,F j �� L) C� ° SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. DRAIN Tvd. w• / NV a �1 y"RODE DRAIN L.L w NOTE: NO PARKING LOT GRADE SHALL EXCEED 5% nP.) / _J / �� i N Q v 1 n Y �� o v A� �,` PARK R / 492.E - f�l��,' � STORM SEWEREASENjENT NOECTIONI1IDE - 3 , ec° - PROPOSED PRIVATE ° _ _ - /� 8 C.O. ° 492.33TC'J D.B. , PG. / T �Q •- vA���� f 492oDEv _- �/ /-,ram MP 03200 00 00 023 g NORTH POINTE Lu Z �QY/ is PROPERTY / CHARLOTTESVILLE LLC Z Q SEX R Q` / / BOUNDARY (TYP.) J ° �\\� \��\���������� STOORMSTROUCTURENEX81 -I I ilyl, Bg..HOP€28 � �LLI T-LLI () - -�4" H TOP 488 49492.88_p- - ��: '\\A --•------ PRO 7 `� Q '- �) 4 H MPIN 48455(NORTH) _ - 49z.es POSED PRIVATE `o STORM SEWER SYSTEM n, s.c.o. .. s.rvocE• 1 24" CMP IN-480 59 (#79) � � - � �i STO � EM � �' � 0 � m EX 8i ate... - .:, ; . * . .. p T J O 24" CMP OUT=480:5fi�#83) � � y (TYP,) I•. ,( I °1 / �\.,.. \ \ � � � � \ \ IV F1 �l 3 l 0 493.0e ` ♦♦ V A 2 v 495.55E 495.65EP © ©49315 493,3 ♦ .. �A. A - ___��� �V I l/ Lu 06 3 I � I 1 Ali Fj 42 211 3a� 945oFAi \ �-� U-) ( v --:' PROPOSED PRIVATE � � � � I z (P) MILU STORM SEWER YST M 496.o0EP ❑ - - 9z.]sEP ° 3. A A OVER 4 Er 496.4 '. a3 x (/'� 0 0 - (TYP.) p 49s.as 1 A V LLI v i c 496.20E 496.8 iF� I I I I j VDOTS D. �� - �` �. `�' V Q D WP-2 �I eeosiv 93 rr•vDd i� rvoc \ o E 9,56Er 135 y i ..�� a 95 E / I I � _ 496a0EP 49s.es as z 7 � \ \\, � A W W90E 48%''' 495 BSER d ♦ 0 L ' - RVED STEEP M COUNTY 1.1% � 45E \ 496TW 09358W ( � a ♦ � ° a9e.DD6e 4ss.9aER •�sz �� \ P-R�$EAR C: EEPY A _ c� E 497.60 ''� SLOPES z LLI w (P) VDOT / 44 _ PROPOSED ADA�za 4969 ' O :. ?pia V �� A LLI z Q STD. CG-12 46 ACCESSIBLE °Y ROP�-7 E :�°� V A\ s z PATHWAY TYH. 4969s .1 . w / ( )�� s .00 CONCR�TE �� A A A 494.4DEP 498 DOEa. D6R ��♦ i 493.zsEr I �� RETAINING' W ♦ � z D3 NORTH POINTE i 049860Tc 03.0o WITH HANDRXUL •♦ \ �� Q J 3.6%.. 31% 49440E ____ \ O FUTURE 'I--- I' a93.3sEP pa•co 6•rvDRE• :=yD� _sks _------ S 498 DER PROPOSED (MAX. HT=10') . • ,t `� \ k c� DEVELOPMENT NITERSECTION EA ST i �/ CONCRETE�♦ �` A TMP 03200-00-00-02300 {CLIFFSTONE BLV & ql - °, a98° D, 4y_ 60 RETAINING WALL,, " ` \ \ w o eHT=3.75' NORTHSIDE DRI E) = 375'� (MAX.( �� ♦ s m NORTH POINTE I a6 s a CHARLOTTESVILLE LLC ^ �I 4$ (P)CONCRETE Q4VYD n RE�iAININ L ? x'. o ( w II W TH HANDRAIL `' o s0124TC 5D0A6 ��� ♦t / so0.]4ER - - - �.:alro • `♦: �� J' _ o x 3 C, �• O 3 I V �04 � 500 b5EP - N •.2 sca soa nor 8' ��� - A m " ..... ..... c - / I ., 02.1111111M�� �� ���A U7a _ _ I Di lDe ii414¢d�"' �� DT9 ozz FFE= 3.57 \ l 3 ! R POSED AD 6pL64 :. ¢�.: . \ 2 D2 D' ,a BSMT- 3.00\ EX. STREET TREES TO B I C� INSTALLED UNDER NOR H Y OPLAST ARD j 40 / sol9or 6] \ m UI INS (T P.)�� c secTloN 1 ROApPLA w Q I -- w ROOF DRAIN MATC LIN SEE EET iz_ F O w POINTE SUBDIVISION Y \ (SUB 2016-00092)_TY CAL F; �' 18•-`.: - - �� \ sq - \/yam �� `\ a lL zsoTc B NO. -° z o i sLu L f w FFE=502.00 soz. 182 ' r I • � 5]EP ' ...... o 3.6 Fl35 O 182150 I _ I CLUBHOU E 1 ° U 632Yo W]]ER k503 BUILDING #5 GRAPHIC SCALE N sD3.4orC sS�.4 4"ROOF DRAIN 42 UNITS l�'' ` SCALE j I o I BUILD N / 5200 S D3mEP TYPE O Y a o '5 3o 1"=30' i 1 \ Cm. z m 39 NI S /� Y 65 x80 V o5 C�PROPO ED at,C. / C i, o ONCR TE - F• I i PE SHEET NO. n -- -- RETAIN NG WALL D3.43 0 Tc !♦ ( IN FEET) O� 3 • I$OD.9TPo D2.9D 5 �B 11 .a -� 1 inch = 30 ft. r NORiTi POINTE 498.o0w MAX. T= / ® i ' �� "6 �' HT 1 II. :. � / ,.a _ -- - - __-. - � sol.laT 01 :. ♦ \� 8^ � \ 0 �.02.1111111I gia FFE= 3.67V A �♦ A \ \ \ �� � � A V ` ) \ ;s�♦, ''J-,, \ �,�� R POSED AD , p164 % . �, BSMT= 3.00 \ ♦z \ \ \ �(P\ Y OPLAST ARD / 4p F \ EX. STREET TREES TO B 1- \ so1sJE > A INSTALLED UNDER NOR H PI U INS ( P.) / m ' �A� \ V / A �� v �I A SCOTT R. LLINS'Z POINTE SUBDIVISION y I L �� 4 �pFDRAIN SECTION 1 ROAD PLAI I ,.• -- soz gs°ecP :': \ \ \ L�iacs. s No. 03Y�5y(7ti LLJLU 91 CAL 2016-00092)=1 8/0122 W I Z0 - O LUCP FFE=502 00 . �4' z I r W I G �`.. \ �ZONAL w :w :x 3 035 z C'LUBHOU E 0g4YD s%.,,EP x5a3. BUI N #5 '_ Z r OOF D z I J! BUILD N J 52�� S 0 503.o)EP '4 4R (TYPJRAN ��� ITS v A / w a QZ U / / TY V A N 39/UNI S / �..y 65'x80' �p3.p6 �, A V A \ �� / z * PROPO ED u m m sl y / �� z ONCR TE TYPE a m.a•YD \ ♦ < / g - -- --_ - ) CL n RETAINING WALL \ \ ; �♦ V 1� / S�' o i o- �° 1500.9TW POINTS I 49a0BW MAX. T= ° a ° ° i8 S� \\ •'L' / c� ' - - _- F TURE - 501.00sm60rc ae. !m 503.53 \.., 505]EP � ZDEV OPMENT w ° C.O. oTMP 032 0-00-00-02300 0 U 00EP .08YDIN UNOR H POINTS FF �50233 S0.OB(- -- Lu CHARLO ESVILLE LLC pl g 50143TC rr-0 y1 - IP 501.18EP 50110 � • C I o1.35EP Hv -- / 01.68Tc soz 10TC soz.33 -- - - _ 50160EP •' CROSSCREEK PLACE S "�EX. 6' �� - 5 '° 8.. E PUBLIC RIGHT OF WAY / £ PLANTING 01s' / STRIP s1.gw i 4"RWI-UNAIN P )POSED ADS 61� RAW I w g'aBW PROP( / _`\ (TY?) N OPLASTYAR O AC ESSIB D INS (TYP.) a M M M M M M M N✓ M M M PAl HWAY (TY ) ] _ 7.13 5 ..C . S S`. J J J __ _ __ YJ � V • (p •. •\ 6 HDPE ' �x�4� / .p.n.......:.... .... 'va YD -4gCW - -n iz'Yp iz VD' 8'HDPE #6(P) 6ONCRET \ QF'• ♦ \ `!\ [ n �.-(,.// Q < m N s RETAINING WAL 4 i w L1 Q X 505.01w .�..� " WITH HANDRAIL - • //� Q U, a: 502.5Bw Q.. AX. HT,-10) m �' vV �....._. / � E (A U 0 Z r 5WOB......e n•vD yG'�rvD .. ♦ A / /. F Z ,r z m �. E, 1 p w 0 0 Ln 50345TC 3Ln 506 5 8" DPE O D 6v (n i DO Z O PARK U) .. 5065BG \ O <L D r 5025BG N ® SOO.OBW r. / .:\' 1 \ CL \ ply C ~ o 20 51499- - 51 � t_ LU O CONCRET w I,o z • z R TAINING W LL\ i .. O o 1 U i VD 506.5BG _ (� ' n I \ -- - -- -/ > ] , •0..... . .......9,a'•YD nz'•YD....................a,...............6. Un < IVIl1/%. HT-2 , 1 �' "�, so0.obw - 4" ROOF DRAIR 0 \ � ] ux,eo. •E 1 I...... sa6.JB i_ su 3s \ 1 ~ a N .._o w o C3 / 4"ROOF DRAT .S.xw lr 6 • D (P) C NCRE 'P / (TY..) sa.6orC RETAINING WALL ; '� RAIL/ / BOIL ING �i4 PETAINING WALL I° o6.nEP a \ \ f - / 42 NITSAX. HT=10' \ 1 dl �N I (MAX.HT-10' / ) a� V PROPOSED WITH HAND v ) / WITH HANDRAIL \ \ \ . RETAINING WALLS V DRAINAGE DESCRIPTIONS \ 8 sago w \ \ \ SEGMENTED (MAX..N N V) N N U cE WITH w o o E PIPE INFORMATION INLET INFORMATION \ I / ® \ o ti (in.' ) O ( ) ray / 83 k HT-6 �, m ° STR.2NO. in.' LENGTH* SLOPE INVERT INVERT Curb DI36 CG 6 SLOT 5 0196 -t o FFE-512112 16 ®® o MATERIAL INLET TYPE _(P) CON CRETE m. it % IN OUT T LENGTH ELEVATION \ / / BSMT=S 21 15 152.91 C 504.68 498.24 RCP \ I RETANNGWALL5os4JTc s�)CONCRETE', \ U LYING; ..« so]9JEP "° RETAINING WALL' '• \ 3 UN�TS {i 20 DI3B CG3 10 505.06 MAX. =3.3' °"'° x „ _ co co x �o x ' __ _ I 56 4 ....... a .. s 5g (MAX. HT=3' c 19 15 85.32 C 498.14 497.22 RCP 6 HDPE 6 HDPE a 6 HDPE "' "...... 1 SV 45: 2i. .4`HQ?E a '1 .512. 9TG 5 ']TC .A. � 1 Add O �� 18 DI.3C CG-6 12 502.17 \ soa zsEP - `.. ... *. x ..\ - 1 < z FFE 5 2 50 Q 17 15 160.31 C 497.12 494.00 RCP 04- I s1p.z s slzz 51 41TC nszTc �" s� a �i -- /•�� 16 DI36 CG-2 6 499.07 / @ - 509, p 52.0 511.9 EP p 12. 3TC 512 OBEP 1139EP 0:5 -- ^ AlI U1,12. DEP 7 w 1 ` - VJ 1� v 4 15 15 87.89 C 490.45 486.80 RCP \ \ HIOHPT n.50EP 14 DI-38 CG-6 6 494.11 VARIA LE T / _ slx.xe, slz.]s / -- - -- - .§oev s -arc 4 �V co � c - --- -- _ !Li 3 PUBLIC RAI , BENTL_EY CIRCLE 5E- 13 15 48.20 C 486.70 485.08 RCP _ �: ��sE \ ; - � I� EI�SEM T / D.63E ye ®i \ I 1 / / v 12 DI-3B CG-6 10 491.25 "D D.B. P - s11.aoS ` 11 15 74.90 C 483.98 479.81 RCP £ i\ : °.9DEP 0 Yo . 0 1 N o / 1 ° 10 DI-38 CG-6 6 485.27 O / / 512JJEP slz.]3EP 1 \ 0� co 9 15 88.71 C 479.71 473.25 RCP \ t / „I. s11.uEp .�510s 3 ° ' °1 8 DI313 CG-6 6 478.46 Ar P VDOT i 7 18 49.92 C 471.50 469.19 RCP STD. CG-2 a< slz.ao \, 1 H� e s13.40 6 DI3B CG-6 4 474.96 Q °, / snz5TC >A a N _ - ro v V ° O 5 18 13.00 C 465.09 464.60 RCP S �/ j \ ' s 515,35 g}.. -d• ROOF DRAIN Il 1 4 MH - - 472.86 ' sls3s \ € SF.d o s143p6P PROP ED ADA 4, _ \ \\ , • 514.33E ACCESSI 1 yp (rvP.) \ \\ VJ 3 18 80.60 C 464.50 461.25 RCP " .ROW___ - - 1 ®�'; rl _ _ \ 1' 2 MH 467.00 \ / S PATHWAY (T \ 2 I 'x"I 1 Lij 4' ROOF DRAI \ 'ii 1 18 40.50 C 456.28 452.67 RCP -vim �) e �. C 38UC r •° C 1Lr s1330EP - PRO OS D s .15 517.15 515.J2EP " B n /�' d `f 26 DI-36 CG-6 6 472.71 "°`:I.',. sai -- --- -- CON RE E" d:-TC 1J.ST3s.baEP_.25 15 33,34 C 465.89 465,60 RCP - 516.\RET INI LL 1'514.8 TC SISSY[ -- 55ll.85T l 518.13T00T `.••EP (M 2)sll35511 24 DI36 CG-6 4 47302 _ s s1]9BEro ��" p 163. .r4L%. 8°KD°PF!•n ... HOP i156 HDPE• 1.JF 6 HDPE 3 •v 'J3H5' 1]% - BOP 536.25 ui 23 15 51.96 C 465.50 465.19 RCP 3 ..s•........:�'...,......:.. ... - ;.: ®i 4164. .^-. SI ........n..w.6.gg...yy�.. YD _. �/^, Y' V J W rl Q 8. n Cp m; � �� \ � .$ a� • • na.zp - 36 DI-38 CG-6 10 489.09 35 15 80.65 C 482.87 481.92 RCP 3 / \ - - 1�j1�3- - \ I o•'• I \ IN 34 DI-3C CG-6 10 488.06 33 15 127.58 C 481.82 480.43 RCP 32 DI-38 CG-6 6 485.33 a / i � YD_ POOL DECK = 502.00 a YD .0 iSa ro 6 HDP y'HDPE F20 - 28 O - / PROPERTY _ / � 0 0 ° (P) VD - - ZJ BOUNDARY (TYP.) J STD. CG-6 � 3 a U o 3 85 31 15 24.04 C 480.33 479.67 RCP FFE=518. \ � � I " m U LU 016 - o 30 DI-36 CG-6 6 485.02 frllsl{' / 519.25TC � A I `� v 29 15 26.22 C 475.00 474.10 RCP \ ' WJ 5sls22- .JSEP - - w PARK I I- Og 1 z a � 28 DI-3B CG-6 8 479.75 - - L �� °c w - j NORTH POINTS Y ~ o 27 15 31.79 C 472.58 471.60 RCP 3 9 I / J ` / / (P)VDOT s1725E" - I SECTION 1C " v' a c / CD 1°y 4 A D sTD. CG- - _ TMP 03200-00-00-02300 ~ ° ROOF DRAIN ..L." :.,x .e. x" ... xo vax 8 _ Ii PROPOSED S . a %I .." Pe NORTH POINTE z (� o 38 DI-3B CG-2 8 491.55 /� 3 NYLOPLAST R °e i YD 8' FRONT' ETBACK yS zu V) ° / �- o. .. .. 0 .. aE .. .. .. ..a.. ..p .. s•DOE._.. ------ GH RLOTTESVILLELLC LL.I - 37 15 41.02 C 484.67 484.08 RCP / dot INS (TYP. _= YD a••HDPE =ryo 0� o � z a VARIABLE ID - - INAG 40 DI-3B CG-2 4 501.22 3 EASEMENT H LU _ Q w M 39 15 64.58 C 493.70 492.50 RCP \M M� W D.B.PG'T(- M M M M (P) CONCRETE M M M M♦ M- M M M M M M M M M M M /1� M M M M M M M M M M M M RETAINING WALL THICKET RUN PLACE ( EX.6'PLp.NTINGSTRIP EX. ROW v� Q o 58 DI-3B CG-6 6 511.52 WITH HANDRAIL J HT=6') PUBLIC RIGHT OF WAY (MAX. 57 15 151.23 C 507.24 506.31 RCP / J ti 61, RAW ��H, / / LU W 56 DI-3C CG-6 6 512.23 l - o - 55 15 87.01 C 506.21 505.54 RCP z 54 DI-3C CG-6 6 510.23 n Q I -I 53 15 62.71 C 502.21 501.38 RCP �� �� - ��r` - �� �� �� �- �� �� �� �� (D O 52 DI-36 CG-6 6 508.12 �3J- ---- G--------------- 62--- b1-----------6� ----I - -- 0 Q 51 15 171.70 C 499.52 493.70 RCP �Z V 7 / - 65 \ �. N ° 50 DI-3B CG-6 10 500.54 / __ --- s 49 15 146.29 C 493.60 489.20 RCP / EX. STREET TREES T BE NOTE: SLOPES GREATER THAN 3a SHALL E PLANTED WITH NATIVE EX. THICKET RUN PLACE CURRENTLY 48 DI-3B CG-6 12 494.04 INSTALLED UNDER NORTH POINTS UNDEI�CONSTRUCTION. ROAD APPROVED STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION ° 47 15 22.97 C 489.10 487.67 RCP SUBDIVISION SECTIO 1 ROAD w WITH NORTH POINTE SUB (VISION SECTION SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER 3.,000 SF. 46 DI-36 CG-6 4 492.55 PLANS (SUB 2016-000)2) -TYPICAL 1 ROAD PLANS (SUB 2016- 0092) O F E 45 18 28.68 C 487.57 487.25 RCP / DESIGN sPEED:�s MPH NOTE: NO PARKING LOT GRADE SHALL EXCEED 5% o z w 44 DI-36 CG-6 6 492.22 NORTH POINTS 43 18 49.99 C 487.15 485.35 RCP SECTION 1A ° JOB NO.. v 42 MH - - 490.60 TMP 03200-00-00-02300 182150 .� 41 18 16.07 C 483.00 482.54 RCP NORTH POINTE CHARLOTTESVILLE LLC GRAPHIC SCALE SCALE ° v q� o g 30 60 11I_30J O 60 DI-313 1 491.05 - A. ° - SHEET NO. n ( IN FETE ° - \ 12 1 inch = 30 ft. -Iv - 6. O„ P " / 7 4" ROOF DRAIN (TVP.) w �UILDIN #7 1 I' A ♦ \ M V f � r ' a GRAPHIC SCALE -- - 5sbTH 01,4 50 o 25 50 100 -(fsC(0'TT R. LLItIN FEET) ic. No. 035791 - - / - • 1 in �50 ft.- o�� 8/Ol/22 �w4 v ,♦ ..., I I FE=46a�2 9 UNITS �- v r�4 z ♦��� c p v .,f yr i ♦ ■' - YPE 1A - � P� � � � ,m � I� �� - - - _ ' .vr2 � � , - 32 V s / .. / ■ V A A / _ rrrr'- 611 y.._. BUILDINb a#2 34 32 ♦♦ , \ rrrr r..�r�� -\-- I - \ " ♦ % \ TOTAL DRAINAGE AREA TO EXISTING _ .. _ \\ - 39 UNI S -: .- ; T ♦ CULVERT (16)BY OTHERS INCLUDING --- rrr rrrr r I ` - 1 ♦ _/ -- - --- - -- OUTFALL FROM SUBJECT PARCEL rrr •rrrr ---------__ _ c TYPES • 3 8 • �, - _ \ D.A.=13.41AC O 1 / \ FFE■492.6] ♦ • _ j i'� _- rrrr rr , Z ■ � _ i: ■ ♦ _ T w--50.65 --r t-7 � r-.-� -`-- i _ _ .... ■ • • -- _ i z • ':' I I 10 OVERLAND i 7-- - - - - - _ - _. w F _ _ _ _ __ DRAINAGE AREA _ `\ \ \ m _ } . Q-�_ CULVERT 16 BY o ■ ♦ ( ) __ ■ _ 0 I OTHERS ♦ c Iv .- ■ 8 � i I TO EXISTING 1 ■LU 10 CW O65 ,� , Tc=15 min. I -- _ - \ • c EX 81 ..� - �� • �♦ • ♦♦ ♦♦ 38 ♦ ♦♦ •..rrrr rr..�,........ �i...rr..r.. r.. r.. s Y-__ __ ■ F \', \ .... .. :........✓_ -- • ♦..♦♦♦ y, �11 rrrrrrrrrrrrrrrrrrrrrrrrrrrrr' I Lu F r • • a ♦ 6rHICKE 0 i o ♦ ♦ o o \ \\\ j: P ' LIC RIT HTN PLACE _ ''♦♦♦ - j -- / u i ♦ 42 . ■ ♦ -_ �• o � ♦♦ , �4 12 �, - � _ ��� I `v i - 61 R/Ly--WAY / --.. i♦•� � i ♦ ■ ■ • o ■ ■ -■ • I 2 2 r ' ■ ♦. 44 ♦ �' -- -ate `\ \ � z � •♦ 1 ♦ N N • ♦1 N N ■ 1 w ■ ♦ x o ¢6 M 00 15 99 16 �I 48 �• �� �� i ���c ♦♦♦� 14� ♦ e] - ■ • • ■ .. _. ■\ FFE- ll `•' ■ ; : ♦ ; ■ ,,...♦.. ♦ • \ OP +. BI.00 $ 1 Lu 0 ♦ ■ ■ 4 ♦ --18 - tli' u,03 O ; FFE 50200 1 ■ \ 4. ♦♦ - I II 9x I /w • ■ I ♦ BUI ING #5 aoP cLuc IousE ± ♦ ■ ♦ / ♦♦ 2 y�� I ■ w • ♦ ♦ / ♦. +I ''"° ■ z ♦ BUILDIN 5200 SF a • 42 ITS 2� � S 65 x80' � ■ ♦ � 16P Ty / ' r oil .♦ ■ T v / A ■ ■ Fl =502.33--. 1, q ■ ® / ; 18 _ ,' '• CROSSCREEK PLACE ♦♦' ;� - • ......_„ r'T-- 'y -`■ \- - �' PUBLIC RIGHT OF WAY ♦♦ _ -- V _ �I', I� ,� ■ 9 61' R/W w 50 • t POOL DECK=502.00 E o $ °' ` ��/ 23 20P , 37 77 i . i - �I r- ■ ! e - �� • \ : 35 m 24 87 �� 88 \ •_ • ■ BUIL INNG#4 - i 12P ■ .... ITS 42 i A ■ • ......�... .......T t ■ x� �34 - -- - 86 91 ♦ ♦ , ■ ■ °fi y v 38 ♦ ■ - - • - F FFE=51 I I -- --V -♦♦ _, ♦ t■ - • z 54P 8 56P BSMTz16 ■ - ■ , .• `5''^ t _ EU■ C�O' 25 /'. / , X A r - - ■ 3 UNITS � / I I ♦ \ - _ ■ ,.. i ,-, ;, ,. ::: ... .. .... FFE=sizsa i' i / �,� �\)_,---- -_- - 1 I' 33 56 1 --i --�� ♦ 54 ♦ / 58 • ■ v vi , PARK _ • - 52 26 PARK i I • 43 -------------- ---- -LI -- - 40 94 - ; i' _ _ S-_ _ e t _ �•- -- -- - - ♦ �•\ \ \ o El \r... II lip ■ // / 4 27 ■ ♦ ♦ - ■ - - 22P- O \ • • I ■ _ ♦ h� ■ - 31 ,- ■ - -- - _ a p 28 x i 102 --� '� -- --- ti� ■ _ ---- - 43 _ � I- \ 101 �-I 99- 98 _ _I _ 97 - ___96 9 s, r - - - ♦ _ - - - - - P UILDIN 3 #7 �zz- ♦ PARK 29 ■ - D.A. X. STIR81 z N� ■ FFE 518.85 ...rr . ♦ - - - _ � / .. S?�\ \ s\sew sznw si9ew, sza 0 ....... ♦� I I / - _- � �9. . Y THICKET RUN CE ♦ �> 1 ! l _ PUBLIC RIGHT OF WAY ■ ... .., __ _.---- -" ,* I V n,,-1♦I A Q,J... --- -� -.. 1 61' RAW - - --- ■ •••• %� - -- ■ i MATCHLINE - SEE THIS SHEET ,••�. G • _ - \-\-�Zrt --� T__70_ f9 ---- -- Z -- - 66 65 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ II D.A. EX. STIR8177 - ♦ \ \ \ \ ♦ ■ ----- I �� ��• ...rrr... 76 00 ■--_ I I \ \ ••• ••• \ \� F - •• ••♦•••♦ M/N H1GIM 318Vl8VA II II • MATCH LINE -SEE THIS SHEET ••• - -r ♦♦♦�• Structure 9 Area (Acres) Cw t� (Min) 2 0.00 0.30 5.0 4 0.00 0.30 5.0 6 0.02 0.90 5.0 8 0.03 0.90 5.0 10 0.03 0.90 5.0 12 0.65 0.78 8.0 14 0.06 0.70 5.0 16 0.13 0.85 5.0 18 0.70 0.85 8.0 20 0.59 0.82 6.0 22 0.59 0.69 6.0 24 0.02 0.90 5.0 26 0.13 0.53 6.0 28 0.11 0.68 5.0 30 0.14 0.90 5.0 32 0.51 0.84 5.0 34 0.48 0.82 5.0 36 0.48 0.76 6.0 38 0.12 0.70 6.0 40 1.10 0.72 15.0 42 0.00 0.30 5.0 44 0.08 0.75 5.0 46 0.06 0.70 5.0 48 0.34 0.79 5.0 50 0.33 0.86 5.0 52 0.75 0.72 8.0 54 0.28 0.89 5.0 56 0.32 0.84 5.0 58 0.21 0.83 5.0 60 0.54 0.85 5.0 EX 81 4.27 0.64 12.0 EX 83 0.00 0.30 5.0 12P 0.41 0.79 8.0 12STR 0.24 0.75 6.0 18P 0.13 0.81 8.0 18STR 0.57 0.86 5.0 20P 0.16 0.78 6.0 20STR 0.43 0.84 5.0 22P 0.15 0.62 6.0 22STR 0.44 0.72 6.0 32P 0.27 0.86 6.0 32STR 0.24 0.82 5.0 34P 0.06 0.85 5.0 34STR 0.42 0.82 5.0 36P 0.21 0.78 6.0 36STR 0.27 0.74 6.0 40P 1.06 0.71 15.0 40STR 0.04 0.88 5.0 50P 0.15 0.90 5.0 50STR 0.18 0.83 5.0 52P 0.52 0.72 8.0 52STR 0.23 0.73 6.0 54P 0.04 0.90 5.0 54STR 0.24 0.89 5.0 56P 0.10 0.89 5.0 56STR 0.22 0.82 5.0 58P 0.01 0.90 5.0 58STR 0.20 0.83 5.0 60P 0.21 0.90 8.0 60STR 0.33 0.81 5.0 III a J Lu (y Z M d� N M .J � z N LL. O N Q W i Lf) W =J J � U) W ® W ,--I d o z � L9 _j O w = U z U Lu Q ' cl� Lu Lu L ' D z ul U) w W � I Z W I C0 0 Q IJ z O 0 O N U � w J O~ H 0 z w a JOB NO. 182150 SCALE 1 11=50' / I SHEET NO. 13 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS L1T]UTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEEL FT./FT. INCHES C.F.S. F.P.S. SEC 22 0.59 0.69 0.41 0.41 6.00 6.35 2.6 20 504.68 498.24 152.91 0.0421 IS 13.3 8.4 18.2 20 0.59 0.82 0.49 0.90 6.30 6.26 5.6 18 498.14 497.22 85.32 0.0108 IS 6.7 6.1 14.0 18 0.70 0.85 0.60 1.49 8.00 5.81 8.7 l6 49Z12 494.00 160.31 0.0195 IS 9.0 8.4 19.2 16 0.13 0.85 0.11 2.39 15.16 4.52 10.8 14 490.45 486.80 87.89 0.0415 IS 13.2 11.9 7.4 14 0.06 0.70 0.04 2.43 15.28 4.51 11.0 12 486.70 485.08 48.20 0.0336 IS I1.8 I0.9 4.4 12 0.65 0.78 0.50 3.02 15.36 4.50 13.6 10 484.08 480.71 74.90 0.0450 l5 13.7 12.7 5.9 10 0.03 0.90 0.02 3.04 15.45 4.49 13.6 8 479.71 473.25 88.71 0.0728 LS 17.4 L5.7 5.7 8 0.03 0.90 0.03 4.45 15.55 4.47 19.9 6 471.50 469.19 49.92 0.0463 18 22.6 14.4 3.5 6 0.02 0.90 0.02 4.56 15.61 4.47 20.4 4 465.09 464.60 I3.00 0.0377 IS 20.4 13.2 L0 4 0.00 0.30 0.00 4.56 15.62 4.46 20.4 2 464.50 461.25 80.60 0.0403 l8 21.1 13.6 5.9 2 0.00 0.30 0.00 4.56 15.72 4.45 20.4 OUT 456.28 452.67 40.50 0.0891 18 31.4 18.8 2.2 26 0.13 0.53 0.07 0.07 6.00 6.35 0.4 24 465.89 465.60 33.34 0.0087 IS 6.0 2.8 11.8 24 0.02 0.90 0.02 0.09 6.20 6.29 0.5 6 465.50 465.19 51.96 0.0060 l5 5.0 2.6 19.6 36 0.48 0.76 0.36 0.36 6.00 6.35 2.3 34 482.87 481.92 80.65 0.0118 IS 7.0 5.1 15.8 34 0.48 0.82 0.40 0.76 6.26 6.27 4.8 32 481.82 480.43 127.58 0.0109 IS 6.7 6.0 2L4 32 0.51 0.84 0.43 1.19 6.62 6.17 7.3 30 480.33 479.67 24.04 0.0275 15 10.7 9.4 2.6 30 0.14 0.90 0.13 1.31 6.66 6.16 8.1 28 475.00 474.10 26.22 0.0343 l5 12.0 10.5 2.5 28 0.11 0.68 0.07 1.39 6.71 6.15 8.5 8 472.58 47 L60 31.79 0.0308 IS I1.3 I0.1 3.1 38 0.12 0.70 0.08 0.08 6.00 6.35 0.5 12 484.67 484.08 41.02 0.0144 IS 7.7 3.5 11.6 40 1.10 0.72 0.79 0.79 15.00 4.55 3.6 16 493.70 492.50 64.58 0.0186 IS 8.8 6.8 9.5 58 0.21 0.83 0.18 0.18 5.00 6.67 1.2 56 507.24 506.31 t51.23 O.Of761 IS 5.1 3.3 45.6 56 0.32 0.84 0.27 0.44 5.76 6.42 2.9 54 506.21 505.54 87.01 0.0077 IS 5.7 4.6 18.8 54 0.28 0.89 0.25 0.69 6.07 6.33 4.4 52 502.21 501.38 62.71 0.0132 IS 7.4 6.3 10.0 52 0.75 0.72 0.54 1.24 8.00 5.81 7.2 50 499.52 494.70 157.69 0.0306 l5 11.3 9.7 16.3 50 0.33 0.86 0.28 1.52 8.27 5.75 8.7 48 493.60 489.20 160.44 0.0274 IS 10.7 9.7 16.5 48 0.34 0.79 0.27 1.79 8.55 5.68 10.2 46 489.10 487.67 22.97 O.W23 IS 16.1 13.8 1.7 46 0.06 0.70 0.04 1.83 8.57 5.68 10.4 44 487.57 487.25 28.68 0.0112 18 Il.l 7.1 4.0 44 0.08 0.75 0.06 1.89 8.64 5.66 10.7 42 487.15 485.35 49.99 0.0360 l8 19.9 I1.5 4.4 42 0.00 0.30 0.00 2.35 8.71 5.65 13.3 EX 81 483.00 482.54 16.07 0.0286 18 17.8 11.0 LS EX 81 4.27 0.64 2.73 5.08 12.00 5.00 25.4 EX83 480.55 472.29 175.20 0.0471 24 26.6 9.6 18.2 60 0.54 0.85 0.46 0.46 5.00 6.67 3.0 42 486.16 485.35 29.92 0.0271 I5 10.6 7.4 4.0 Design Storm Year= 10 Design Year: 10 Project: North Pointe Apartments Job #: 202203 Prepared by: KKW, PE Table 8: Pipe Design Table S,TH D O SCOTT R. LLINSZ U Lic. pNo. 035791,E O/01/2 4 [mil �O�V z �SSIONAL VVII w z z w N n z w CJ U O o V m Z c Z � ° O ° O U V w ;2 w J _ 3 Q Z Q m O ww m m m J /w m a m v' Q U O Z m Z w Z S Z In O w 0 Z 0 0 r O to O N to Z Q 3 wm Z ° r u g o \/� In tL In 2 o W w H 2 Z ~ O c 1- O U Z o O a c t1J 0' o c a a c 0 N N N N U F Nq N ` Q QD -1 .-1 0 0 n W U 0 a m z a ° c J m w ° ti M (�/ Z M ,+, v N ° �? -J s Qm �y z N 11 I � H� 3 L N T O o � o N Q v WQ Uj > Q o w c J N J z C �w Aga C z O J U I --I J 3 .0 = U u U W w 0 ,n a �/� V V / ' a w l/ / ~ o Q c o z o c C 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 U..� w Of LL Z Q z '^ ^ w v) �y Z J J Jw w o I- J z a O m O 0 O x N m m w ° J H U O ~ m z w w 2 O a JOB NO. v 182150 0 m m 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 SCALE ° - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5inthr - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth tt r - 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 1 =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. a 14 m S H r42 0 LU o 1-: Hydrolo11 gy INLET STATION OUTLET WATER SURFACE ELEV L. D. Q. ZW S6 Hr JUNCTION LOSS FINAL INLET WATER RIM U fIa Qw Vw Qi�Vi HiANGLEHoFLr486.35 29.92 15 3.04 0.002 0.07 2.5 0.060 r 0.00 4300.02 NA 0.01 0.08 486.43 491.05473.89 L75.202425.40 0.0437.538.1 0.3EX81 13.3 7.5 99.37 0.31 90 0.61123 1.17 NA 0.59 8.11 482.00 488.49 483.74 16.07 18 13.25 0.016 0.26 7.5 0.2 42 10.7 6.1 64.87 0.6 0.20 90 0.39905 0.82 N/A 0.41 0.66 484.40 490.60 486.55 49.99 18 10.71 0.010 0.52 6.1 0.1 44 10.4 5.9 61.16 0.5 0.19 85 0.35468 0.69 NA 0.34 0.86 487.41 492.22 488.45 28.68 18 10.40 0.010 0.28 5.9 0.1 46 10.2 8.3 84.26 1.1 0.37 6 0 0.51 NA 0.25 0.53 488.98 492.55 488.98 22.97 15 10.17 0.025 0.57 8.3 0.3 48 8.7 7.1 62.23 0.8 0.28 21 0.12599 0.67 NA 0.33 0.90 489.89 494.04 490.20 160.44 15 8.74 0.018 2.94 7.1 0.2 50 7.2 5.9 42.02 0.5 0.19 17 0.05318 0.44 NA 0.22 3.15 493J5 501.53 495.70 157.69 15 7.18 0.012 1.95 5.9 0.1 52 4.4 3.6 15.7 0.2 0.07 5 0 0.20 NA 0.10 2.05 497.75 508.12 502.38 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 0.14 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 L51.23 15 1.17 0.000 0.05 1.0 0.0 58 0.00 4 0 0.00 NA 0.00 0.05 507.36 511.52 493.50 64.58 15 3.58 0.003 0.20 2.9 0.0 40 0.00 32 0 0.03 NA 0.02 0.21 493.71 501.22 485.47 41.02 15 0.53 0.000 0.00 0.4 0.0 38 0.00 89 0 0.00 NA 0.00 0.00 485.47 491.55 473.40 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 0.70 475.80 485.02 480.67 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 485J3 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 36 0.00 5 0 0.01 NA 0.01 0.11 483.03 489.09 468.46 51.96 15 0.55 0.000 0.00 0.4 0.0 24 0.4 0.4 0.156 0.0 0.00 86 0.0013 0.00 NA 0.00 0.01 468.47 473.02 468.47 33.34 15 0.44 0.000 0.00 0.4 0.0 26 0.00 54 0 0.00 NA 0.00 0.00 468.47 472.71 453.87 40.50 18 20.35 0.038 1.52 I1.5 0.5 2 20.4 11.5 234.4 2.1 0.72 0 0 1.24 N/A 0.62 2.14 456.01 467.00 462.45 80.60 18 20.35 0.038 3.03 11.5 0.5 4 20.4 11.5 234.4 2.1 0.72 71 L25632 2.49 N/A 1.25 4.27 466.72 472.86 466.72 13.00 18 20.35 0.038 0.49 I1.5 0.5 6 19.9 11.3 224.7 2.0 0.69 80 1.30341 2.51 NA 1.25 1.74 468.46 474.96 470.39 49.92 18 19.93 0.036 1.80 11.3 0.5 8 13.6 ll.l I51.4 1.9 0.67 82 1.26474 2.43 NA 1.21 3.O1 473.40 478.46 474.25 88.71 15 13.63 0.045 3.95 Il.l 0.5 ]0 13.6 11.1 150 1.9 0.66 21 0.30363 1.45 NA 0.72 4.67 478.92 485.27 481.71 74.90 15 13.57 0.044 3.30 Il.l 0.5 12 11.0 8.9 97.93 1.2 0.43 13 0 0.91 NA 0.45 3.76 485.47 491.25 486.08 48.20 15 10.96 0.029 1.39 8.9 0.3 14 10.8 8.8 95.25 1.2 0.42 45 0.458 1.19 NA 0.59 1.98 488.06 494.11 488.06 87.89 15 10.81 0.028 2.46 8.8 0.3 16 8.7 7.1 6L19 0.8 0.27 84 0.51101 1.08 NA 0.54 3.00 491.07 499.07 495.00 I60.31 15 8.67 0.018 2.88 7.1 0.2 18 5.6 4.6 25.65 0.3 0.11 33 0.09087 0.40 NA 0.20 3.08 498.08 502.17 498.22 85.32 15 5.61 0.008 0.64 4.6 0.1 20 2.6 2.1 5.516 0.1 0.02 5 0 0.11 NA 0.05 0.70 498.92 505.06 499.24 152.91 15 2.60 0.002 0.25 2.1 0.0 22 0.00 28 0 0.02 NA 0.01 0.26 499.50 510.96 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr Tor spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � 3 o. �¢ W L i� O W_ � T C C fG O. 1T m O > O) N Oi >i O U m O O 3 to a � � $ 'w O E c O II a � O d vJ r i � w m w � � J ui C7 d 6 3B 4.0 0.02 0.90 0.015 0.10 0.00 0.10 0.0560 0.0200 2.0 0.0833 4.1650 2.03 1.00 3.5192 0.1466 0.1666 3.55 1.13 1.00 0.10 0.00 B 3B B.0 0.03 0.90 0.027 0.18 0.00 0.18 0.0790 0.0200 2.0 0.0833 4.1650 2.36 0.99 3.5192 0.1466 0.1652 5.02 1.19 1.00 0.18 0.00 10 3B 6.0 0.03 0.90 0.023 0.15 0.04 0.19 0.0820 0.0200 2.0 0.0833 4.1650 2.42 0.99 3.5192 0.1466 0.1652 5.26 1.14 1.00 0.19 0.00 12STR 3B 10.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0790 0.0200 2.0 0.0833 4.1650 4.80 0.89 3.5192 0.1466 0.1505 11.78 0.85 0.97 1.13 0.04 10 14 36 6.0 0.06 0.70 0.042 0.27 0.00 0.27 0.0530 0.0200 2.0 0.0833 4.1650 3.00 0.99 3.5192 0.1466 0.1652 5.36 1.t2 1.00 0.27 0.00 24 3B 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.0200 0.0200 2.0 0.0833 4.1650 2.62 0.99 3.5192 0.1466 0.1652 2.81 1.43 1.00 0.12 0.00 26 36 6.0 0.13 0.53 0.069 0.45 0.00 0.45 0.0200 0.0200 2.0 0.0833 4.1650 4.33 0.93 3.5192 0.1466 0.1564 5.09 1.18 1.00 0.45 0.00 28 3B 8.0 0.11 0.68 0.075 0.49 0.00 0.49 0.0850 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.82 1.01 1.00 0.49 0.00 36STR 3B 10.0 0.27 0.74 0.200 1.30 0.00 1.30 0.0500 0.0200 2.0 0.0833 4.1650 5.44 0.86 3.5192 0.1466 0.1461 10.82 1.28 0.02 34 SUMP 40S1R 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 0.23 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 0.1593 4.75 A 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 0.1666 3.98 0.27 0.00SOSTR 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 4.880.89 3.51920.1466 0.1505950 0.97 0.00 PIPE DESIGN n = 0.013 Rpe 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 Hydrology Curb and Gutter Inlet c m O J 1- C O L p a > � � y � � m m � 0 3 � O m - O N O U ❑ c d rJ U f7 d d n � N � o n Y m y J m L m � 4 o m � c � ? N Y+ N pl _ f/1 W N OI � uJ n � c n Y� C O Y' L m U m N y L_ m m L N E Jett 0.13 0.85 0.111 0.44 0.00 0.44 0.0010 0.0500 2.0 0.0833 1.6660 4.26 16 3B fi.0 combined flow 0.4 0.07 0.161 1.47 left 0.13 0.86 0.112 0.45 0.00 0.45 0.0010 0.0500 2.0 0.0833 1.6860 4.28 right 0.44 0.86 0.378 1.51 0.00 1.51 0.0010 0.0500 2.0 0.0833 1.6660 6.77 18STR 3C 72.0 combined flow 2.0 0.14 0.314 2.88 right 0.43 0.84 0.361 1.44 0.00 1.44 0.0500 0.0200 2.0 0.0833 4.1650 5.66 20STR 3B 10.0 combined flow 1.4 0.13 0.281 8.44 right 0.44 0.72 0.317 1.27 0.00 1.27 0.0300 0.0200 2.0 0.0833 4.1650 5.93 22STR 3B 10.0 combined flow 1.3 0.12 0.257 5.90 right 0.14 0.90 0.126 0.50 0.00 0.50 0.0010 0.0500 2.0 0.0833 1.6660 4.48 30 3B 6.0 combined flow 0.5 0.08 0.176 1.61 right 0.24 0.82 0.197 0.79 0.00 0.79 0.0010 0.0500 2.0 0.0833 1.6660 5.30 32STR 3B 6.0 combined flow 0.8 0.11 0.236 2.17 left 0.11 0.82 0.090 0.36 0.00 0.36 0.0010 0.0330 2.0 0.0833 2.5242 5.12 right 0.31 0.82 0.254 1.02 0.00 1.02 0.0010 0.0330 2.0 0.0833 2.5242 7.56 34SD2 3B 10.0 combined flow 1.4 0.12 0.272 3.78 right 0.12 0.70 0.084 0.34 0.00 0.34 0.0500 0.0100 2.0 0.0833 8.3300 5.05 38 3B 8.0 combined flow 0.3 0.05 0.118 5.41 left 0.34 0.79 0.289 1.07 0.00 1.07 0.0500 0.0200 2.0 0.0833 4.1650 5.07 48 3B 12.0 combined flow 1.1 0.10 0.210 4.82 Left 0.23 0.73 0.166 0.67 0.00 0.67 0.0500 0.0200 2.0 0.0833 4.1650 4.25 52STR 3B 6.0 combined flow 0.7 0.10 0.213 4.87 left 0.10 0.89 0.089 0.36 0.00 0.36 0.0010 0.0500 2.0 0.0833 1.6660 3.93 right 0.14 0.89 0.125 0.50 0.00 0.50 0.0010 0.0500 2.0 0.0833 1.6660 4.46 54STR 3C 6.0 combined flow 0.9 0.11 0.250 2.29 left 0.02 0.82 0.016 0.07 0.00 0.07 0.0010 0.0300 2.0 0.0833 2.7767 2.87 right 0.20 0.82 0.1fi4 0.66 0.00 0.66 0.0010 0.0300 2.0 0.0833 2.7767 6.81 S6SD2 3C 6.0 combined flow 0.7 0.10 0.223 3.41 Left 0.20 0.83 0.166 0.66 0.00 0.66 0.0010 0.0500 2.0 0.0833 1.6660 4.97 58STR 36 6.0 combined flow 0.7 0.10 0.211 1.93 right 0.33 11 0.81 0.267 1.07 0.00 1.07 0.0010 0.0500 2.0 0.0833 1.6660 5.94 60S7R 3B 8.0 combined fbw 1.1 0.12 0.256 2.34 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 v � ❑ � J F o C O N Ik .� m v m U 0 3 c � O m - 3 m N O U ci U ci d d n � a N L O U � m � m � y N � rn fIJ vi n 2 Y O .YL C a m m 'o Y m m E left 0.13 0.85 0.111 0.72 0.00 0.72 0.0010 0.0500 2.0 0.0833 1.6660 5.12 16 3B 6.0 combined flow 0.7 0.10 0.222 2.04 Left 0.13 0.88 0.112 0.73 0.00 0.73 0.0010 0.0500 2.0 0.0833 1.6660 5.14 right 0.44 0.86 0.378 2.46 0.00 2.46 0.0010 0.0500 2.0 0.0833 1.6660 8.12 18STR 3C 12.0 combined flow 3.2 0.20 0.434 3.98 right 0.43 0.84 0.361 2.35 0.00 2.35 0.0500 0.0200 2.0 0.0833 4.1650 6.79 20STR 3B 10.0 combined flow 2.3 0.18 0.368 8.90 right 0.44 0.72 0.317 2.08 0.00 2.08 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 O.t26 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 1.28 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 34STR 3B 10.0 combined flow 2.3 0.17 0.378 5.25 right 0.12 0.70 0.084 0.55 0.00 0.55 0.0500 0.0100 2.0 0.0833 8.3300 6.06 38 3B 8.0 combined flow 0.5 0.07 0.163 7.48 left 0.34 0.79 0.269 1.75 0.00 1.75 0.0500 0.0200 2.0 0.0833 4.1650 6.08 48 3B 12.0 combined flow 1.7 0.13 0.291 6.66 left 0.23 0.73 0.168 1.09 0.00 1.09 0.0500 0.0200 2.0 0.0833 4.1650 5.10 52STR 3B 6.0 combined flow 1.1 0.13 0.294 6.73 left 0.10 0.89 0.089 0.58 0.00 0.58 0.0010 0.0500 2.0 0.0833 1.6660 4.72 right 0.14 0.89 0.725 0.81 0.00 0.81 0.0010 0.0500 2.0 0.0833 1.6660 5.35 54STR 3C 6.0 combined flow 1.4 0.16 0.345 3.16 left 0.02 0.82 0.018 0.11 0.00 0.11 0.0010 0.0300 2.0 0.0833 2.7767 3.44 right 0.20 0.82 0.164 1.07 0.00 1.07 0.0010 0.0300 2.0 0.0833 2.7767 8.16 56STR 3C 6.0 combined flow 1.2 0.14 0.308 4.71 left 0.20 0.83 0.166 1.08 0.00 1.08 0.0010 0.0500 2.0 0.0833 1.6660 5.96 58STR 3B 6.0 combined flow 1.1 0.13 0.292 2.67 right 0.33 0.81 0.267 1.74 0.00 1.74 0.0010 0.0500 2.0 0.0833 1.6660 7.13 60ST12 36 8.0 combinetl flow 1.7 0.16 0.353 3.24 STR:22 VDOT STD. 515 TP=Slo.96 INV OUT: 504.68 T( PROPOSED GRADE (TYP.) STR:20 VDOT STD. DI-313 (L=1o') 510 EXISTING GRADE (TYP. INV IN: 498.24TO INV OUT: 498.14 22 TO 18 510 STR:16 VDOT STD. DI-313 T.00 STR:18 VDOT STD. DI-3C (L=1z') PROPOSED 6" PVC 99.07 INV I N: 494.0o TO 18 TO 18 TP=5oz.17 i SANITARY SEWER LATERAL 505 INV IN: 492.5o TO 40 INV IN: 497.2.2 TO 20 505 1 1 1 1 1 INV OUT: 490.45 TO 14 INV OUT: 497.12 TO 16 STR:14 VDOT STD. DI-313 (L=6') 3.5 TP=494-11 MIN m INV IN: 486.8oTO16 NQPE 2y% 500 INV OUT: 486.7o TO 12 - 2 LF 4 500 15y9 STR:12 VDOT STD. DI-36 (L=io') TP=491.25 - - - HDPE " D '15" :- PROPOSED 4" CL. 52 D.I. INV IN: 485.o8TO14 , 77 _ WATERLINE CROSSING 495 INV IN: 484.o8 TO 38 INV OUT: 483.98 TO io _ _ 853 495 - STR:10 VDOT STD. DI-313 (L=6') TP=485.27 / 3.5' 4.7' 1S" HDPE INV IN: 480-71 TO 12- / 35' MIN. 16o.3iLFQa1.95% 490 INV OUT: 479-71 TO 8 / M N. STR:8 VDOT STD. DI-3B (L=6') 1 3' s 490 TP=478-46 INV IN: TO io / 1.2 15�F @ �+ 473.25 INV IN: 471.6o TO 28 485 INV OUT: 471.5o TO 6 / PROPOSED 8" CL. VDOT STD. DI-3B (L=4') / � 1.0 WATERLINE CROSSING D.I. PROPOSED SANITARY 6" PVC SEWER LATERAL 485 STR:6 TP=474.96 PROPOSED 8" CL. 52 D.I. INV IN: 465.19 TO 24 ' WATERLINE CROSSING INV IN: 46gag TO 8 � � 1.0' 480 INV OUT: 465.og TO 4 / 48.2oDLFEQa 337% 480 / / / PROPOSED 4" PVC SANITARY / SEWER LATERAL TO MAINTENANCE STR: VDOT STD. MH 4 i Q� / �� g PROPOSED 6" PVC SANITARY 475 TP=47z.86 / 1� SEWER LATERAL TO BLDG, . 5 , 475 INVIN:464.6oTO6 1y�FCa 15"HDPE / STR:z VDOT STD. MH INV OUT: 464.5o TO 2 / g$1 74.90 LF t7a 4.37% TP=467.00 / INV IN: 461.25 TO 4 i HYDRAULIC GRADE INV OUT: 456.28TO LINE TYP 470 470 oQe °ro L% / 1a, / 69.9 v� 465 465 / 18" HDPE 460 / 5 6' 13.00 LF Qa 3.77% 460 / 18" HDPE / 80.6o LF Qa 4.03% i 455 c,� 455 ��op 4H1-EX �QQ o� wp5 450 450 445 445 442 442 M ll1 00 ID n ID 01 (n n N 0) l0 Hi d O1 00 .t N ,... Ol N M 00 Hi d 't lD w y� M 't '0 w 't 00 ei N M (n Ln l!1 O .t 1� Hi N V1 00 w Hi I� lD n N 0) r\ 01 N 00 M lD 00 ^ M N r` M 00 � m 0) 0) m m O1 O O N O O M O O N O O M N O 6 l!1 O 00 00 O p �t S .t .t ^ d .t ^ It .t 00 \t 't 00 a, Q1 S S f It �t 1 01 3 tl1 0 � Vl p vl 0 � vl p L v1 0 � Vl 0 � vl , Ln 10+00 10+50 11+00 STR:24 VDOT STD. DI-313 (L=4') TP=473.02 INV IN: 465.6o TO 26 INV OUT: 465.5o TO 6 EXISTING GRADE (TYP.) I I STR:6 VDOT STD. DI-313 (L=4') TP=474.96 INV IN: 465.19 TO z4 INV IN: 46g.1g TO 8 INV OUT: 465.og TO 4 1 1+50 12+00 12+50 OSED GRADE (TYP.) 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-3B (L=1o') ) 20 0 GRADE 495 1 1 1 STR:30 VDOT STD. DI-313 (L=6') TP=485.oz INV IN: 479.67 TO 32 INV OUT: 475.00 TO 28 1490 STR:28 VDOT STD. DI-3B (L=8') TP=479-75 INV IN: 474.io TO 30 INV OUT: 472.58 TO 8 I I STR:8 VDOT STD. DI-313 (L=6') TP=478.46 INV IN: 473.25TOlo z INV IN: 471.6o TO 28 INV OUT: 471.5o TO 6 / 1480 // STR:12 VDOT STD INV IN: INV IN: INV OUT: PROPOSI WATERI HYDE 470 5I 470 HORIZONTAL GRAPHIC SCALE MIN 50 0 25 50 too l PROPOSED 8" CL. 52 D.I. _ IN FEET) WATERLINE CROSSING 465 - �- _ 465 1 INCH 50 FT. 15" HDPE o 462 51.96LF@0.6o% 15"HDPE VERTICAL GRAPHIC SCALE 3334 LF Qa 0.87%2 5 0 2.5 5 to M HYDRAULIC GRADE LINE (TYP) (IN FEET) 1 INCH = 5 FT. 10+00 10+50 11+00 ISTR26-STR6 3.5 MIN 75 1.2' STR:32 VDOT STD.DI3B (L=6') TP=48533 INV IN: 480.43 TO 34 INV OUT: 480.33 TO 30 ... '15" HDPE 1 .04 •• v \_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') \ TP=489.og \ INV OUT: 482.87 TO 34 m pm SCOTT/R. CULLINS'Z Lic. No. 035791,E 8/01/22OA �4 l;Lylnrrn,. 0L ii 3.5' PROPOSED 4" CL. 52 D.I. MIN. FIRE LINE CROSSING 485 PROPOSED 2.5" COPPER o LATERAL CROSSING a rA PROPOSED 6" PVC SANITARY \// -SEWER LATERAL FROM MHz Z N w z \_15" HDPE Oz 0 80.65 LF @a 1.17% N 475 U TRADE Lu ce 470 N n O 00 l0 06 Ol O O O tD N t(1 00 00 00 .4 d � f 00 Zi 00 1 00 0) 00 10+00 10+50 11+00 11+50 12+00 12+50 STR 36 - STR 8 PROPOSED GRADE (TYP.) XISTING 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 49 5 483.98 TO to i 490 3.5' 490 :D8"CL. Sz D.I. MIN. _INE CROSSING 1.2' 485 „ 485 1AULIC GRADELINE (TYP) " HDPE 741-02 480 LF Qa 1.44% PROPOSED 4" F 478 SEWER LATEW a) 00 OMl S � � 10+00 10+50 STR 38-STR 12 ton 20 fD. DI-313 (L=8') 7TO12 VC SANITARY L TO MAINTENANCE STR:16 VDOT STE INV IN: INV IN: INV OUT: Ewe 13+00 PROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) ). DI-313 (L=6') TP=499.07 I STRAO VDOT STD. DI-3E 494.00 TO 18 TP=501.22 492.5o TO 40 INV OUT: 493.7o TO 16 490.45 TO 14 500 500 3.5' MIN. HYDRAULIC GRADE LINE (TYP) 495 2' 495 a - PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING 2.9 490 15" HDPE 64.58 LF @a 1.86% 490 PROPOSED SANITARY SEWER CROSSING 485 485 MH5-MH4 482 1 482 In M � p p N 1 Qa1 O1 0 10+00 10+50 11 +00 STR 40 - STR 16 (L=4') NOTES: 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR ziB, 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". 2. ALL FILL TO BE PLACED AT 9S% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-1. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED A}" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE ATTHE BOTTOM OF THE STRUCTURE TO PROTECTTHE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. N N N N Q N n co ZM M CA N M , N C) WCY) N N W> Lu z J J > Lu 0 0 0 z 0 WLu Y ul U) Lu zLu U) JLu Lu J� 0 0c:) O N u z Q 0L Lu I� Q z LL Lu Q Q W W rl J r-i O a Lu Q � z Q C) Lu Lu Q O w J O� ztu- x JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 15 ROPOSED GRADE (TYP.) STR:54 VDOT STD. DI-3C (L=6') TP=510.z3 INV IN: So5.54 TO 56 INV OUT: Soz.z1T05z17 STR:52 VDOT STD. DI-3B (L=6') TP=5o8.12 STR:56 VDOT STD. DI-3C (L=6') TP=51z.11 INV IN: 5o6.31 TO 58 INV OUT: 5o6.z1TO54 STR:58 VDOT STD. DI-3B (L=6') TP=511.5z INV OUT: S07.24 TO 56 ��SCOTT R. LLINS'Z U Lic. No. 035791 pow 8/Ol/22� �SSIONAL E�Gl 515 STR:48 VDOT STD. DI-313 (L=12') TP=494-04 INV IN: So1.38 TO 54 INV OUT: 499.52 TO 5o I� - 51 0 INV IN: 489.2o TO 5o INV OUT: 489.10 TO 46 STR:So VDOT STD. DI-3B (L=10") 510 m z w TP=5o1.53 r STR:46 VDOT STD. DI-3B (L=4') TP=49z-55 505 INV IN: 487.67 TO 48 INV OUT: 487-57 TO 44 I I STR:44 VDOT STD. DI-36 (L=6') TP=492.22 INV IN: 487.25 TO 46 5C INV OUT: 487.1S TO 42 STR:42 VDOT STD. MH TP=490.6o INV IN: 485-35 TO 44 INV IN: 48S.35 TO 6o INV OUT: 483.00 TO EX 81 STR:EX 81 EXISTING DI TP=486.54 INV IN: 48z.54 TO 4z i EX INV OUT. 480.55 GRADE (TYP.) 40 15 AID?' .1 ,y6o.44L O lg^ HDPE 85 -2 .68 LF @1.1z°/0 22- HDPE z.97 LF Qa 6.21% 18" HDPE E 49.99 LF @ 3.6o% y(xo NDPZ 8 �� 80 y6 01 LF 78 N 1p N N 00 N O ri ry N 't 10+00 10+50 11+00 11+50 12+00 -PROPOSED GRADE (TYP.) STR:42 VDOT STD. MH XISTING GRADE (TYP.) INV IN: INV IN: INV OUT: 48 TP=490.6o STR:6o VDOT STD. 485-35 TO 44 TP=491.05 485-35 TO 6o INV OUT: 486.16 T 10+00 10+50 STR 6o - STR 42 O DI-313 (L=8') 42 )E INV IN: 494.7o TO 52 INV OUT: 493.6o TO 48 E 1.S N @gob% 1'-15� 69�F )RAULIC G E (TYP) EXISTING 8" CL. 52 D.I. WATERLINE CROSSING CROSSING DEPTH TO BE FIELD VERIFIED O O O 3 01 01 0 01 l0/1 12+50 13+00 13+50 14+00 14+50 STR 58 - EX 81 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 INCH 50 FT VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT 15" HDPE 151.23 LF @ o.62% EXISTING GRADE (TYP.) M 00 O O N N r+ N 0 O 0 ri r~i N N 15+00 200 20 15+50 16+00 16+50 17+00 17+50 ON ml .••+ EKG] o e •s WON NOTES: 1. 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". z. ALL FILL TO BE PLACED AT 95%COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-1. 6. 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. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED A}" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECT THE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. z 0 rrAA a V/ Z " U) w O0 z 0 U) I > w `N W ce N N N N Q N n 00 0 r` zcy M N M N O WCY) N N W> W z J J U) W 0 0 0 z 0 WLu F-- ul U) zLu W U) Lu W J� 0 0c:) O N u z Q J W Q z LL W Q LLj W r-i O U Lu Lu Q � z r-� 1 Q Lu Q Q Lu O w J O� zt-u x JOB NO. 182150 SCALE H: 1 "=50' SHEET NO. 16 HIGH PT STA: 15+35.23 TH OFF HIGH PT ELEV: 497.78 PVI STA:15+50.23 PVI ELEV:497.48 K: 10.45 SCOTT R. LLINS'Z LOW PT STA: 14+00.96 LVC: 30.00 U Lic. No. 035791 'n LOW PT ELEV: 495.36 PVI STA:14+15.98 0n 8/Ol/22 �4 PVI ELEV: 495.66 N COrI'+nn LOW PT STA: 16+75.00 H (6 LOW PT ELEV: 492.12 0 K:10.02 ro rnrn �SSIONAL E�Gl LVC: 30.05 + PVI STA:16+50.00 cn PVI ELEV:492.62 Ln z w f O z Id o o W in = 17+02.28 W a z � W 6" TEE m m VALVE a J ¢ VALVE N p z "' z Ln O p w o (n o n 0 ��//�� ¢ 1- >� I V/ w CO z � 3 /L BEND a d > �Ln J to W �� z PROPOSE ce rn z O in PROPOSED 6" w y" CL. 5o D.I. PROPOSE AND 6" GRADE BREAK STA = 10 AND FIRE HYDRANTN N ELEV = 4 N N ¢ o Ln 00 10+00 10+50 11+00 11+50 12+00 WATERLINE 3 z Q 00 J It It It -zr It It o) r� W 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 M �_ co HUNTLY RIDGE STREET N � J (DESIGN SPEED=15 MPH) co Q �y z LL N LL C) W 1 N Q W > Cn W Q J = Lu J J cn w �--� LU) rl LL O o "-go° BEND J O } Z = U E&6"G.V. U w ~ ASSEMBLY V) � W � � °� Y I Lu � o ulU) z � w W W PROPOSED 8" AND z-8" GATE Q � � Q PROPOSED 8"-iz.z5° mmi W W PROPOSED 8"x4" T z ii L J ,TER METER FOR CLUBHOUSEQ oO � N HORIZONTAL GRAPHIC SCALE NOTES: 50 0 25 50 100 200 w i. ALL FILL TO BE PLACED AT 95%COMPACTION. J� z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. G 0 ~ 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF z SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. (IN FEET) a W y. 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. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOTzozoROAD AND BRIDGE SPECIFICATION VERTICAL GRAPHIC SCALE 182150 WATERLINE z 3�3�yIB 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 23A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR zyg H: 1 "=50' RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER V. 1 "=5' RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION (1N FEET) SHEET NO. 302.03(a)2G "BACKFILLING". 1 INCH = 5 FT, 17 rn ,,� o � v v K:1 .41 rn � m � w LVC: 0.00 500 + rn 500 coo o� -�U U _ '2.OQ Nrn �rn EXISTING GRADE (TYP.) � m > � � > �w �w 495 Low T STA: 10+ 1.59 � Gi � cii w 495 LOW T ELEV: 47 .17 > PVI STA:10+21. 9 / �`' GRAD BREAK STA P ELEV: 472.1 w w ELEV 49 .575 K: 2.50 � „ � LVC:10.00 LOW PT STA: 10+69.81 rn N o0 w 490 LOW PT ELEV: 473.09 n o 490 �n N co ci �n N co �i PVI ELEV: 473.71 + d' + � � 0 o LVC: 2.00 U � HIG PT STA: 1 +91.42 , � m N > HIG PT ELEV: 98.51 485 � > Iii w °-0) o °i? N / m w w vl STA: 14+8 .29 485 m w o� +� HIGH PT S A: 13+83.7 K:7.41 HIGH PT E EV: 495.02 LVC: 51.90 Iii � Iii � PVI STA 13+56.79 � m j w / PVI EL V: 494.48 480 m w � K: .83 480 LV 4. � i -PROPOSED GRADE (TYP.) i i 475 475 00.00 2.Q 2•0 2.553 - 470 470 468 468 l0 � O v1 •i N M W N N Ol � l0 M W tD N W °0 N lO 00 � O lD � �/1 O N 00 d' � °0 °0 M O °0 O ul O Ol °0 � M °0 !,'1 ,� l0 � W � Ol � °D � l0 � � f M O M ci rl 520 EE, F 520 i 515 � 515 i i i i -EXISTING GRADE (TYP.) � 510 510 � PROPOSED8 PROPOSED GRADE (TYP.) 505 505 � PROPOSED 8"x6" TE � &FIRE HYDRANT - - - - MH8-MH7 500 4.9' 500 / PROPOSED 6" SANITARY LATERAL CROSSING TO BLDG. y 495 PROPOSED 8"-y5° PROPOSED 8"xy"TEE 495 L2' D.I. W/L BEND AND y" GATE VALVE � 0 1 AND 8" INLINE GATE VALVE VALVE � PROPOSED 8"xy" TEE, y"xz" REDUCER fn4 z6 LF OF z" D.I. WATERLINE TO PROPOSED 8" CL. 5z D.I. z" WATER METER VAULT FOR BUILDINGS 5 & 6 490 WATERLINE I I I 490 PROPOSED y" SANITARY PROPOSED FIRE HYDRANT ASSEMBLY D.I. W/L BEND PROPOSED 6" SANITARY LATERAL CROSSING WITH 8"x6"TEE AND 8"INLINE GATE VALVE y"xz"� REDUCER ATERAL CROSSING TO POOL DECK 6" GATE VALVE & 6"-go° BEND OF z" D.I. W/L TO TO BLDG. 3 PROPOSED 6" SANITARY & MAINT. ATERAL CROSSING 485 TO CLUBHOUSE 485 482 482 o m M� m� o� � °N° N� �- � �� 01 � O � 'i O M N M ,�:� l0 � N � O � N O t(1 500 W D xy" 500 XISTING GRADE (TYP.) GRADE (TYP.) PROPOSED 8"x � z-8" GATE VAL [PROPOSED i-6" GATE VAL 495 - ROPOSED 6"-sz.z5° D.I. 490 490 PROPOSED 6" CL. 5z D.I. WATERLINE y" G.V. 2.3' PROPOSED 6" SANITARY LATERAL CROSSING 485 TO BUILDING z 485 REDUCER PROPOSED 6"xy" TEE, y"xz" REDUCER WATERLINE z5 LF OF z" WATER z" D.I. WATERLINE METER VAULT TO FOR BUILDINGS i & z 482 D 6"x6"TEE GATE VALVE ASSEMBLY �, oM' d � d � � S � 1 ,TH OFlJ SCOTT R. LLINS'Z U Lic. No. 035791,E "0 �8/01/22 �4' OA�SSIONAL F, zz w f O z � 0 o W J < Q z 2 W p W m J Z N oz "' z Ln O z p w o ( o �F/��1 V/ w CO z a d Ln J � W z c O r Ln z p Ln w "-go* BEND N N N N F N N ¢ vLn m z Q Cn 0 r�_ Lu zM M I --I CA (n N M J z ' LL N O 1 W� N Q W i W Q J J � (� V..� W T--1 Lu 0 � z O o PROPOSED C UCL TO EX. 8" D.I. U w ~ WITH 451 BEND w (n _J 8" CL. 52 D.I. Y 1 L11 (n F- z uj z ui 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 LJJ WATERLINE 1 � � Q w w J Q 0 oC N HORIZONTAL GRAPHIC SCALE NOTES: 50 0 25 50 100 200 W i. ALL FILL TO BE PLACED AT 95%COMPACTION. I m m u Jr 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. G 0 r 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF Z � 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 [Nc11 = 5o FT. UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE cos No. ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT2o2oROAD AND BRIDGE SPECIFICATION VERTICAL GRAPHIC SCALE 182150 303-04(h) S. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE 5 0 2.5 5 10 20 SCALE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR 249 H: 1 "=50' RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION (1N FEET) SHEET NO. 302.03(a)2G "BACKFILLING". 1 INCH = 5 FT, 18 ONNECTION XISTING GRADE (TYPJ 520 520 515 515 / 1. 6' 510 / PROPOSED 8"-45° D.I. W/L BEND 510 AND 8" INLINE GATE VALVE ROPOSED 8 ROPOSED GRADE (TYP.) PROPOSED 8"xy"TEE / AND y" GATE VAi VE i 505 PROPOSED 8"x4" TEE, 4"xz" REDUCER PROPOSED 6" PVC SANITARY 505 yz LF OF z" D.I. WATERLINE TO SEWER LATERAL TO BLDG. 7 i.5" WATER METER VAULT FOR BUILDING 7 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE � AND 8"INLINE GATE VALVE AND 6" GATE VALVE 500 ROPOSED 8"-z2.5° D.I. W/L BEND PROPOSED 8"-2z.5° D.I. W/L BEND 500 PROPOSED 8"xy" TEE SED 8"-iz.z5° D.I. W/L BEND AND 8"INLINE GATE VALVE i AND y" GATE VALVE 7�PROPO PROPOSED 8"xy"TEE, y"x2" REDUCER 495 28 LF OF 2" D.I. WATERLINE TO 495 z" WATER METER VAULT FOR BUILDINGS 3 & 4 PROPOSED 8"x4" TEE AND y" GATE VALVE / PROPOSED 8"x8" TEE WITH z-8" G.V. / REMOVE EXISTING 8" PLUG AND 490 / PROPOSED 8"x6" TEE z-8" GATE VALVE CONNECT TO EXISTING 8" D.I. WATERLINE z51.2' 490 / 1 i-6" GATE VALVE PROPOSED 8"x6"TEE & 6" G.V. PROPOSED FIRE HYDRANT & FIRE HYDRANTASSEMBLY ASSEMBLY WITH 8"x6"TEEXISTING GRADE (TYPJ213PROPOSED 8"x6" TEE & 6" G.V.°�AND 8"-goD.I. W/L BEND48535 6" GATE VALVE&FIRE UAND HYDRANTASSEMBLYROPOSED OSED 8"x8" TEE -8" GATE VALVE 2.3' -az.5° D.I. W/L BEND 480 i PROPOSED y" PVC SANITARY � SEWER LATERAL TO MAINTENANCE i i 5.9' PROPOSED 6" PVC SANITARY 475 SEWER LATERAL TO BLDG. 5 475 ,.2' — � MHi-EXMHz8 470 PROPOSED 8"-iz.z5° D.I. W/L BEND 470 PROPOSED 8"-zz.s° D.I. W/L BEND WATERLINE AND PROP. 1.1' WATERLINE � PROPOSED 8" CL. 5z D.I. 465 WATERLINE 465 PROPOSED 8"-zz.5° D.I. W/L BEND O O Ql 01 M Ol °p O 'i O N N m O M •i 'i O\ tD l!1 OD Ol r! 'i •i N v1 M � N W n 1 O m �O �Y N L(1 co 00 W °0 N Ol ry N O\ N �t Vl n I� Ol n M N ry �O M O N M �n d N 3 ri W N N m N °D � ~ � Ol � 00 m O � I� � � N � � � a0 � V1 � � W � � OD � � tD 3 � � 1 � � tD N � Ol 00 � O � � N `� O l!1 3 O W °D O Ol `� tD °� '� t0 °� '� tD °� Vl � .t � d � t � n .t `t 00 � W .t � Ol d 3' O1 3 � O1 d d Ol d � Ol S � O1 d Ol .t `t 01 1 � O1 � O1 d � O ul � O O O O Vl 'i `� 'i rl in rl rl •i � ri � .t d ,TH OFlJ SCOTT R. LLINS'Z U Lic. No. 0357911 8/01/22 �4 OA�SSIONAL F, F z w p z o p w J Q ce z � w p w m J a Z N o z "' z Ln O p w o ( o n ��//�� a V/ w m z aLu Ln J to W �=I r p Ln r z p In > Lu N N N N Q N n m z Q Zuj M M �--� CA (f N M J z ' LL N � C) WN N Q INV I W > J J � Un LLJ W T--I Lu � z O0 14 � EXISTINGU CL U W H W`� J Y Lu U) ul U) Lu Z /w/ llL ^^L <p� vJ LL 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+00Lu Lu ~ Q MH8 - EX MH28 J Q 0 o� N HORIZONTAL GRAPHIC SCALE NOTES: 50 0 25 50 100 200 w i. ALL FILL TO BE PLACED AT 95%COMPACTION. Jr z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. G 0 r 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND i.S' OF Z � 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 [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 303-04(h) S. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE 5 0 2.5 5 10 20 SCALE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 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 CONNECTION 520 STA:zo+z7.84 RIM:5i6.z8 INV OUT. 509.5o TO 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' 510 STA:i7+zz.og i MIN. MH5 RIM:5o4.63 i y% STA:z5+76.4o INV IN. 496.zo FROM MH7 � 26Pv „SpR' � TO BIUILDING 7ERAL 3� 505 RIM:Soz.00 INV OUT. 496.0o TO MH5 a56ELF 1 505 INV IN. 489.95 FROM MH6 MH4 INV OUT. 489�75 TO MH4 � i STAa4+76.z4 _ _3 PROPOSED 8" CL. 5z D.I. RIM:498.1i WATERLINE CROSSING MH3 INV IN. 48g.00 FROM MH5 - - 500 STA:i3+J1.o5 INV OUT. 488.8o TO MH3 gANRY 500 RIM:494�z5 LATERAL INVIN.LDING6 OUT.. 485 ooOTO MHz 3' p�y6Q6ry11° MHz ----- $S STA:i3+i8.4o 3 5' v.y2 495 RIM:49i.8z M N. 39 495 INV IN.482 .7o FROM MH3 3.5 SANITARY LATERAL MHi TO BUILDING INV OUT. 48z.5o TO MHi MIN. 4 STA:u+88.4z / MN°-"X6 6Q�C °ro 9 Ny1 INV IN. 480.37 FROM MHz / 2,g' 8' RF � FIRE LINE CDROSDSING 490 INV OUT. 480.i7T0 EX MHz8 3 g, 'y6169 PROPOSED z.5'ITYPE K SANITARY LATERAL TO COPPER WATER SERVICE 490 8" SDR- PVC POOL DECK CROSSING / ws as 9 .i6 LF �a .80% SANITARY LATERAL TO CLUBHOUSE 485 �35 % PROPOSED STORM SEWER CROSSING 485 1p1i9 PROPOSED 26evC% AOINTOENANCE WATERR dal k�3 LATERAL CROSSING / MI a65 / z6PVC SANITARY LATERAL 480 g" SDR- i b9% TO BUILDING 3 480 LF C iz5.98 / SANITARY LATERAL TO PROPOSED 8" CL. 5z D.I. SANITARY LATERALS EXISTING GRADE (TYP.) / MAINTENANCE BLDG. TO BUILDINGS i &z WATERLINE CROSSING 5 475 / I A L TERALT 475 g BUILDING 5 / / / PROPOSED 8" CL. 5z D.I. WATERLINE CROSSING 9.0' ROPOSED STORM SEWER CROSSING 470 470 EX MHz8 I 465 STA:io+oo.00 RIM:455�50 / N. 447.iz FROM MHi / EX INV IN. 447.iz / 3 8" SDR-z6 PVC EX INV OUT. 446.gz / i84.4z LF Qa i7.gz% 460 / 5 6' 460 / ROPOSED STORM SEWER CROSSING 455 / 455 TO MANHOLE 450 450 445 445 442 442 .i N ry1 � N l0 O � ci N N .t � O l0 ^ O t0 S �t I� N W � N N � t0 m M O � O 'i 01 � O O O 01 �t O S Ol � .t a• ~ °0 1 rl N l!1 ul O I� O W O � m �t N � W ^ O � � ri � � � � l0 O1 '� O rl N O M Nl0 O O O O O W O ~ O1 � N1 �t �1 � CO � 1 W � � m � d Ql S � Ql S � Ol 01 � 1 � Ol Ol �t O O l!1 � O ul O O O O V1 � 'i � � rl � 485 480 _ SIGHT LINE (TYP.) 39p' HT. OF IGHT DISTANCE= OBJ=3.5' SIGHT LINE (TYP.) 475 SIGHT ISTANCE=3�0' I � HT-� EXISTING GRADE (TYP.) EYE=3.5' �i T. OF BJ=3.5' EXISTING GRADE (TYP.) 470 I i 465 ,TH OFlJ SCOTT R. LLINS'Z U Lic. No. 035791,E "0 �5/16/22 �4' OA�SSIONAL F, 0 W J Z O w 12 m a Z N o p z O z o o � VI Ln a Ln Ln J W Q Z N N W O F N Q � CJ � Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 CLIFFSTONE BLVD & HUNTLY STREET INTERSECTION SIGHT DISTANCE PROFILE z Q J tu T_ o) � LU zM O) (f N M J z LL N � O WN N Q W > J = U-) Z J LU J r-i (n W ILL. LU .� O 0 z W 0 U zz = U a U W F- WY � H W U) 2 U) LU LU �, OBJ=,5.b W F_: 2: z LLU Q U 0- � Q w LU 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 & HUNTLY STREET INTERSECTION SIGHT DISTANCE PROFILE 0 HORIZONTAL GRAPHIC SCALE N = 50 0 25 50 100 200 w J O � W f ru (IN FEET) p L w 1 INCH =. 50 FT. a m 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' 5.� S\GNP �\ 2g0 PNGE� 495 SIGHT LINE (TYP.) H EYE OF 3.5' 49 � EXISTING GRADE (TYP.) 485 s\ �g0 480 HT. OF EXISTING GRADE (TYP.) 475 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: j, PA VEMEN T cY TH 0F� 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 TOP OF CONCRETE CORRECTION. WALL MIN. SCOTT R. LINS'Z 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 42„ U Lie. No. 035791 J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR llI SITE PRIOR TO PLACING AGGREGATE BASE. 8/01/22 �4 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE RAIL GRADE ohs �11;v z COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, SIGNAL S THE PUGMILL REQUIREMENT WILL APPLY. BEVELEDUNITS o^MwMm z 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. EXTEND GEOSYNTHETIC REINFORCEMENT 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). TO wITHIN 2 RICHES OF THE WAVER BWImc FACE z 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. z 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR LU o TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT o"mlxl i w ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. AnchorTMDiamone SITE o 0 GRADING X INFORCEMENT CONNECTION 4WALL ' ' .a - ; z � o 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF WX (NOT TO SCALE) z TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCT/ON METHODS OF THIS PROJECT. lYALL RAIL FASTFNING DMIL o " 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH w AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. NOT TO SCALE � a 3 J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND NOTE: RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A O w CO VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. E ED � REINFORCEMENT SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT o 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. - a -i FINISHED REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED u o z t DRAINAGE GEOSYNTEFTICREINFORCEMENT INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL Z w ~ V 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT OR AN o LU O 4 DRAW FILE (ELEVATION VARIES) DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. z O APPROVED VDOT PIPE MATERIAL. -v�/T�� 0 o o 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS ¢ INDICATE. ,w Ui > fa z 6'r MINIMUM COMPACTED v, 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) GRANULAR LEVELING PAD a a INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRG/NIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE File:.1lmageslNyloplast Grate Inlet Detail.pdf F�1 N S+ Wos= WHII'H OF OVERSUING U) 11J V � De=DEPTH OF EXCAVATION I LL ti c NOTED ON PLANS. BTi�LTglor invalid reference L- LENGTH OF GEOSYNTHETIC REINFORCEMENT -i U) O 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL RETAINING WALL - HANDRAIL DETAIL 4' MIN. BACK OF WALL W. =/z • Do>+L+s� TO FACE OF WALL LU EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. NYLOPLAST DOWNSPOUT ADAPTER WITH CLEANOUT AND INSERTA-TEE 42" HIGH AMERIST R BLACK SECURITY FENCING Wax z r o ALBTff.4RL,R COUNTY AnchorTMDiamond® UPPER WALL O U GENERAL CONSTRUCTION NOTES' X I:I EXCAVATION OVERSIZING z RoaFox„x WX (SCALE: 3/8"=1,-O") 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL - j o BE OBTAINED FROM 77-IE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE `I' mvrousrDDwHSEwnenRR,e, m REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. mwwlxeoEAe"12REe CiAMGRWHIHR IDA➢ `- a 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. LOWER WALL 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL 10 o BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. N N U 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. LU N ED ED D 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO "�N,�� ¢ BE ACHIEVED. '""" AImages\WALL PLANTING DETAIL.png ° 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS"1$%� EPEi R,P I" DD O DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AGPAD R0"bzr 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. TREK<rI e zoF 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS lIl. _ - \ excgEq TON i 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR - Z PART 1926). 12'� I➢9N1tRF4 0➢SN,3FFE �" \' �� -� a� REFLECTIVE ALUMINUM Rw R Dx„,E�Repw „xERw RESERVED LEGEND AND BORDER - GREEN STD. CG-12 PARKING WHITE SYMBOL ON BLUE - VMCOh1E A r% - T 6"1N,'AR-BASE L9V J RAMP - E BACKGROUND BACKGROUND - TMxx°wx"E,°,Mx�xxx""," °„""" "'" '„'°°",xqq yveLE�o PIiD mil'= N HAND/CAP SIGN HANDICAP SIGN WHITE-�UJLOCA77ON (VAN) LOCATION m�ixR ffgMl'"eYEmnq ,„,,, x,„ rwxcrxuw• TRMWd.aIA'FMiEraIRE0F11ECfR31q ExxRmox,„ ;f SOIL L TYPICAL AT ALL HANDICAP SPACES TM SIDEWALK �� ,%Rn®wa'R�r°aRAwRTx'M'xemmonEam m,c x„m,aEx THIS SIGN TYPICAL AT ALL "VAN qR W E w: so ww Rxxnxa uou,x• aN.x� , RRq M I ---I xxREoc • 1.. „x EIS ,a, wvc „]D,fOMR x„ 11 VAN ACCESSIBLE" PARKING SPACES AnchorT" Diamond® O7 a ACCESSIBLE X TYPICAL BASE PREPARATION of CURE PENALTY SIGN WITH WORDING AS CE WX (NOT TO SCALE) J 3 REQUIRED BY STATE OR LOCAL LAW Q BUMPER 18, DIAMOND PRO (TAN) SEGMENTED WALL DETAIL Z o BLOCK No SCALE WALL PLANTING DETAIL 1 o GALVANIZED "U" CHANNEL POST NLL N 4_ � 12" MIN O PER PAINr VDOT 4" PAINTED 0O Ow � 1 SPEC. W o s' B' 9' (TYPICAL) o ❑ 2") MIN. MIN. Ml� DO a 12' MIN.EouALEouAL 3'-6„ N o Ld o s' MINIMUM (36') -TOP ELEV. OF STEP LU s ACCESSIBLE SPACES n CONCRETE OF " ; HANDICAP SPACE DETAIL o W ❑ PAIUNG NO SCALE -1 � TOPSOIL AND SEED 7" MAX STEPS RISER I W Q HI O m HOC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT n C� VAR. HT. J s w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS n n PLATFORM J N ELEVATION TOP a erNaeoiE RASDEAb�CSNs ASLBE RESERVED FIOR /\\���//\//\//\ \ \�\ //%\/%/i\/%%\/%\/%\ /� OF SIDEWALK ---,BOTTOM ELEV. OF STEP > o RESERVED ONE (1) RY7--8 SIGN ATDEACH HANDICAPPED S. PROVIDE RESERVED \ \ \ \ \ \ \�\,\\\\\\\\\/j SECTION A SECTION FRONT ELEVATION LLJ r-I a PARKING SIGN/WILL BECALU�NU (PAONNTED WgLj wT7H PARKING i\ \ \ \ j,\ \�\ o /\ \ \ o ® GREEN LETTERS AND INTERNATIONAL WHEELCHAIR ® i//\//\//\//\//\//\//\ /j\/jj\/j\/j\/j\/j\/j\/ TYPICAL HANDRAILS AT STAIRS (12rr) ❑ O Z w SYMBOL. THE CENTER OF SIGN SHALL BE AT\ HANDRAIL HIGHERLEAST THAN ANSSEVENT ABOVE (7) FEET ABOVE GRADE. ADE, BUT NO\\\\\%\//\//\�/\//\ ° //\\//\\//\\/ //\\//\\//\\//\\//` 0 0 J O SIGN SHALL BE PLACED ON STEEL POST 1-1/2' Jd \/i�\�/j�//j�/j - - - 6 - ////��///jam//\i 4" MIN. a�� PRIVATE WALK OR LANDING - BE PAINTED BLACK SET IN 12' OF CONCRETE. \�,�\j\\j\\j\\ LEVEL 5'-0"MIN ,,,x c // // // /\//\//\//\//\/ \//\//\//\ \//\//\//\// 1.25"-1.5' 1' MIN. LANDING RISER Q W TOW AWAY AOAI REOUIREMSNT SIGNS SHALL CONFORM TO VAN \\\\\j\\ \\\\\\j/\\\\\\ - 1 �Z"THROUGH JOINT 1 _O T / � w ZONE ACCESSIBLE `\�\/\\/\\/\\/\\/\\ \/\\/\\/\\ \\��\/` / N EDGE PROTECTION 1' MIN. END OF RAMP -,$ TREAD = U o \/ cLRAMP -- -� 9 #4 BARS (TYP) U UJ vJ o 12" EXTENSION BEYOND RAIL $100FINE$500 $100FINE 50 -0" 1 ELEVATION #4 BARS EQUALLY SPACED 1/2"R SLOPE TO DRAIN r HANDICAP PARKING SIGN DETAIL E� = MIN 18" MIN. l'-O"OC MAX SPACING 3„ PRIVATE WALK W Y 1 0 HANDICAPPED PARKING SIGNS NOT TO SCALE a OR LANDING 0 NO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE < 19 TYP 112" THROUGH W Ln Z o EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH EDGE PROTECTION JOINT NuoRARDNan2 MINIMUM N SIGNS MOUNTED BOTH SIDES SECTION B „MSERMANUFADIDWxO.,RC' INT RAMPS -NOTES CONTINUED.... SECTION C ^o ( �Epp 1 `1 INAFJ�(EEpEE.wM ' SIDE ELEVATION in NVfN.MA�M . 01'A,REIL'dE'iIE=E'EiN1AD�M�X.COM Doors in any position shall not reduce the minimum dimension of the ramp landing to less than 42" and shall not reduce the RAMPS -NOTES 1'-0" LV required width by more than 3" when fully open. Ul CC (sec 1133b.5.4.3 fig I I b-38 t 39) The maximum slope of a ramp that serves any exitway, provides access for persons with w G dl5ablhtie5, or 15 in the path of travel shall be I' rise in 12' of horizontal run. (5ec 3'- g" The width of the landing shall extend 24" past the strike edge of any door or gate for exterior ramps and 18" past the stake 1133b.5.3) LLI ,�. edge for interior ramps. (sec 1133b,5.4.4 fig I I b-39) MIN. z At bottom and intermediate landings, the width shall beat least the same as required for the ramp. (sec 1 133b.5.4.5 fig 1' MIN END of RAMP- The cross 51ope of ramp surfaces Shall be no greater than 1:50. (1/4" per ft) (sec N II II I I b-38 t 39) 1 133b.5.3.1) Z alieroo EIEEITUEIxo Intermediate landing at a change of direction in excess of 30 degrees and bottom landings shall have a dimension in the EDGE PROTECTION PROVIDED Q direction of ramp run of not less than 72" to accommodate the handrail extension. (sec 1133b.5.4.6 fig I I b-38 S 39) BY VERTICAL GUARD RAILS The width of ramps shall be as required for stairways and exits. (\ aIf,J w x ' (5ec 1 133b.5.2 fig I I b-38 d 39) o Other intermediate landings Shall have a dimension in the direction of ramp run of not less than 60". (sec I I33b.5.4.7 fig OWE IIb-38) Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 10" STEPS TREAD Z a Ramp landmgs are not considered in determining the maximum horizontal d15tance of each ramp. (fig. I I b-38 S 39) or more shall have a minimum clear width of 60". (sec 1 133b.5.2) Q H o Q .- sE llE Handrails are required on ramps that provide access if the ramp slope exceeds 1' n5e in 20' of horizontal run. (sec ELEVATION D All other pedestrian ramps Serving primary entrances Shall have a minimum width of 48". (D 0 1133b.5.5.1) (sec 1133b.5.2) C EaYATIONVEW PLAN Q `X HandraI15 shall be placed on each Side of each ramp, shall be contnuoue the full length of the ramp, shall be 34" to 38" above B� landings shall be provided at the top and bottom of each ramp. CONCRETE STEPS DETAILS N = N the ramp Surface, shall extend a minimum of I' beyond the top and bottom of the ramp, and the ends shall be resumed. (sec 13 hall be. provided at the 39) DHEDRDEEIFEDMWNTO (sec 1133b.5.5.1 fig I I b-27 (b) 6 (e) The grip portion of handrails Shall be not Ie55 than 1-114" nor more than 1-112", or the shape Shall provide an equivalent Intermediate landmgs Shall be provided at inte als not exceeding 30" of vertical rise LL ED °""0E c« DREre gripping Surface, and all surfaces Shall be smooth with no Sharp corners. handrails shall not rotate within their fittings. and at each change of direction. 919"ON RDD (sec I133b.5.5.1 fig I Ib-36) (sec 1133b.5.4.1 fig I Ib-38839) NOTE: CONCRETE (VARIABLE WIDTH) U b O F oMciuDDEEDO"n1ADRAp MGXS TICIE `°LzUWr0Nx.EWP SHALL BE 000 51 O w 2EA.WBO'HwE1w. Handrails protecting from a wall shall have a space of 1-112" between the wall and the handrail. (sec 1133b.5.5.1 fig 1 1 b-36) Top landings Shall be not less than 60" wide and shall have a length of not less than 60" 3 P W x o aeu+uG1R AT 28 DAYS OR a U) a in the direction of ram run. 4" CONC. JOB NO. a rvEEOII E v[L n �. �.{ Handrails may be locatedfig11n a recess 1f the recess Is a maximum of 3" deep and extends at least 18' above the top of the Tad, p STRONGER. 0 � ,,,<af� (sec 1133b.5.5. I fig I I b-36) � (sec 1133b 5.4.2 fig I I b-38 t 39) o NTS ELEVATION E CONTINUE ON I... / , . 182150 Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radms of ' ', � c wOROUNDMdkIT oauavADEou�ErMDUHr ED \\i\\i\� \\ \\ ^ �° 0SURFACE FVROEMI(EFl uRDHA¢DE 1/8". (sec 1133b.5.5.1 fig I Ib-36) //i\\ SCALE O EEC ONNEWS Where the ram Surface 15 not bounded b a wall or fence and the ram exceeds 10' in length, the ram shall coin with one TYPICAL HANDRAILS AT RAMPS \ / /\ PRDDucr: ux,eoID EF p Y p 9 G comply D�Ri""ONiseI�E,EURrnceoRlxoRouNOMoulm of the following requirements: (sec 1133b.5.6 fig I I b-27(b) 4 (c)) 4" 21-A STONE BASE AS SHOWN F, Exa S EIX a. A guide curb a minimum of 2" in height shall be provided at each 51de of the ramp; o EWFE)B.T SARINIARE N dIMATMISNOT ToxE COPIES ORo®RUEo;µjiyyBIXERMEBMIJOPdH3MAWlYi,C1URERnEFELYFIGnW9. b. A wheel guide rail Shall be provided, centered 3" + I" above the Surface of the ram CONCRETE SIDEWALK SHEET NO. o- M MENBWR„DDTT„EDNSENTWDRABERMANUFxLMIM R. ()OlEIILTRm10RaECTD IMEM EEE"WFACHIRFREEREDIFIWTft1L g p p DETAILS DRAWINGS AS PER ADA REGULATIONS - AMERICANS WITH DISABILITIES ACT 1994 eEECIE,rAnoxeu•elsdEcr*acxwaEwmwurxmicE 1. SEEtlIEPUHFDRMR°`MDDxE� (AMSEER.. Outdoor rams and their a roaches shall be desi ned and constructed so that water will not accumulate on walking surfaces. NO SCALE OMIEfi0.UENAdWUFAGTL1W0.rrc.EUERrowEruwMEmEREREm7=D, p pp 9 9 21 (sec. 1133b.5.8) t r- 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21—A BASE COMPACTED E SUBGRADE HEAVY DUTY ASPHALT PAVING — TRA VEL WA YS NO SCALE 2" SM-9.5 SURFACE 1" BM-25 BINDER BASE C BASE COM SU LIGHT DUTY ASPHALT PAVING — PARKING LOT & PARKING SPACES NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE\\\Z SUBBASE COMPACTED \ \���j/\\��Q�/ SUBGRADE ASPHALT PAVING — MILL/OVERLAY NO SCALE PARK NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE / CHARLOTTESVILLE LLC / T=�.C CSSCREEK PLACE -!:7 RIGHT OF WAY r 61'R/W 23 — o`a — e zm I- C I, / 9U 87 88 80 1 1 I — I 1 \ 86 91 — I 1 \ I 1 I \ 1 1 9z I PARK 93 \ I 1 I 94 \ J \, i 10z NO(iTH PO E \ 101 100 99 98 rMPw cnox+ zwo 96 93 uaxrx Po CXMLOII£6V6 ELLC BUILDING #2. 39 UNITS II IIII V Lu ` E V� U > 5 a Y L1BUILDINIG#7 THICKET RUN PLACE PUBLIC RIGHT OF -AY 61 R/W )2300 1 1 1 NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 GRAPHIC SCALE ( IN FEET ) inch = 80 ft. \ \ NORTH OINT PARK SE CTIO 1D TMP 03200-00 NORTH P( BUILDING #5 ' 42 UNITS PARK I� UILDING #6aoT 39 UNITS �1 00 00 00 0o i 00 NORTH POINTE >- SECTION 1C y TMP 03200-00-00-0i NORTH POINTE CHARLOTTESVILLE PARK CG-6 CG-6 POINT OF .I 5'WIDE CONCRETE CURB &GUTTER C/L FINISHED CURB &GUTTER EXIST. GROUND SIDEWALK GRADE 2Z 1 /4"A' 1 /4"A' 3:1 :. VAR. WlD 7H .' 1 000 xe woo oa o%RIP eea" eB ooPoBa qw de 000 PLANTING 4' VDOT 21A STONE BASE STRIP < 21A 4"21A EXIST. GROUND sro/vE VAR. BASE10' 10' BSEASE� 5 W/D7/ 2.5 (TRAVEL LANE) (TRAVEL LANE) z'S 24' F/C-F/C TYPICAL TRAV�'LWA.r SECTION HUNTLY RIDGE STREET (PROPOSED PRIVATE TRAVELWAY) DESIGN SPEED' 15 MPH VAR. WIDTH PLAN 77NG STRIP VAR. EXIST. 10 13 14 22 �23 24 41 25 26 27 28 29 GROUND 5R PA VEMEN T L EGEND HEAVY DUTY ASPHALT PAVING - TRAVELWAYS LIGHT DUTY ASPHALT PAVING PARKING LOT/ PARKING SPACES ASPHALT PAVING - MILL/OVERLAY Lie. No. 035791,E B/01/22 1'SIONAL E�Gl O Cz d e Z UwI F 0 0 z 1 OLn ` � W H e W F w V) w 0 Ln z O w N N N N W O O o m00 J m C Zco co N r J z ' N LL � W N Q W % (n J J 0- W (/) w W ,--I 06 z I'1 z V 0 O_ (D z Fn LuU Lu 0 Y z W H W Lfi W Q 0- — e JQ Lu Q Oo N = b 0 o z w a JOB NO. 182150 SCALE AS SHOWN SHEET NO. 22 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL U#6 6- 8" MIN MIN. 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 1 INITIAL BACKFILL 4'MI UNSTABLE aa• 8" B" SOIL MIN. MIN.- c MIN MIN. #66 STONE =GRANULAR FILL AS �APPROVED BY ACSA /� 'z;'"'• � ABLE 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 • ' 11 xK ,..,.iia."� % \�%rp\i",\moo B • •- •! � //r/�%\�% ICI • ++ K ! r ! i PIPE DEGREE BEND DIMENSIONS VOL. TEE AND 4111 5 PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H 7 L H T 90 2.50 2.50 3.01 0.24 4" & 6" 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 81, 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" U-Z TD-3 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2o21) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-700i). 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 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN BROTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. -� O 4I" MIN. 6" MIN. ITS"B• MIN. a 36' 16 MIN. `I I+17.5'mil TII 3J• MIN. WNGNUT LOCKING ASSEMBLY 12�MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B 4" DIAMETEI AND VALVE WATER ASTM A36 AND HEX NUT ASTM MW (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYP) ALL -THREAD ROD WATER MAIN ® wo r 3 VALVE J 24` MIN UNDISTURBED EARTH PJAB p 5771 CLASS A-3 CONCRETE %7-1B, 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 Fg. W-3C ON-LINE (TYPE "B") TD-6 PLUG VARIES THREADED COUPLING PVC SLEEVE PVC NIPPLE AND CAP or 2 BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK 0 METER BOX (SEE FIG. W-7) VALVE I NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY TUTS FIG. W-8 TD-19 1A 44" MIN. 6• MIN. - 17.5" 6' MIN. 4 . (22.5• FOR COMPOUND METER) 8o' ..,a...' _ 36" d' ..d O Q (225• FOR COMPOUND METER) 18 MIN. 1.�17.5"� yT 37• MIN. 12' MIN, WNGNUT IAUQNG 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 TD-15 TO-16 NOTE! HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- MILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' ALV(270') 18"-22` ALVE BO% OU. #68 STONE 42"MIN (� 5" GATE •^y VALVE TEE 2500 P.S.I. CONCRETE :`•' BASE AND THRUST BLOCK AGAINST �• UNDISTURBED STABLE SOIL. STEEL PILE \1 1 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES PATH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR � NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED 1y CONCRETE SECTIONS 12" MIN "0" RING SEALS . 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET OWN SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING --=-�-_ SEWER. • e � A FILLETED INVERT FOR A SMOOTH 4. 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. 5-1-A TD-25 �E �E Ar_ LL " >.E Uf� _ g f71� oL_ Uy L-1 Ey E w a � "a E n vV , SoE51< o ooEYINS H Q wE n�"vjro"J U 3 M =o umw g En o o� _ E E w hF N pU E E n �E E NE -OLD O _F s o \P f E o f o g e E SE w oa .m U nED c ryure u t� 2 O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-HD TD-31 z WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I. TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE El VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE.8 d 2'x 2' BEARING AREA. THRUST BLOCK '_4 a. d V 4. d o n 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 SECTIONAl e4O'O- IN UNE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 iJ ,/2• DN 11/2- O�aGm "' BBBmm] 0 7- za OR [6GBmm] I >/ta' p/� B/B• []R9nm] [lOmm] �20 3B• OM • sm 13/i6' [38rnm] FMNE SECTx1N 20m,"] P• (S1mm) I FwUNG D (RS® sq (>nm.0 Aq iJdm p,N1 5 y . 44 1]/1B• 3 13/16" CWmm] CmJ25 m7 Lsamm• B ;1/Olm [35mm] O.D. OF GROOVE [ ] [I&n.14mm] SECTIDK)N VIEW 1/4• (6mm) �* BOLT NEOPRENE GASKET 4 •ar vn (2) MSNR 1/16 % S/B X 1 1/2 RUBBER (O OUNG. 1600• =. Ml 3-1 SEW R gGlmgg ISmm 2400 C41mm• (PFyH! DAOIB�-11%1/2 55 1 1/U• (z9mm) DN W55 [5mm [t]mm .63 DIA. STAINLESS STEEL RCO P/) NfENRAN Gp8D1JII' ID '.&I W BE PLAN VEW PICKBAR A LGCIO.UG HOLE DETAIL P7 NU! KK 5/B-tt 2N MIK NOTES: PNRf! GDaelzu MTHN LEFl.CWPIAIN SUBJECT 1. ILL MANHOS 1W YEAR W LOCATED IN AREAS TO FLOWING SHALL HAVE WATERTMNT FRAVE k COYFA. (R) MR HY ,LW 5/8-11 M 3. ALTERNATYE DEAGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PAP!! OWBILB 3. COWRS SHNL BE FLIED TO FRAMES KITH LOCKING LUGS OR SIMILAR ASSEMBLY. (P) iBIYt LOCK LUG TYPICAL WATERTIGHT a GRD R!...B35$ MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG STFE TD-32 VL1:11•.1 VARIES WATER MAIN M.J. FITTING4" DIP 7/ 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 X"x4"TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE 24 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE NTS FIG. W-6C REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* {6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,%ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-32 \ � I 12" 1 J 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. Cb'LLINSZ Lie. No. 035791,E p 5/16/22�` ;LR&tc ArAT. tl'�: O d C V)w Ce U) F Z Z F O O L L (� C W I C P I Q0 1 ° J W M = C'') I --I ' ^ > N ° .0 s �y V 0 LL z N 0 n LLN > W � o N Q Lu 3 W Lu Q cf) Z J = J o s W Lu r ° Lu,--1 LIJ o 0 n L ~ 2! 06 O 0O O N J _ ° Ld Q = U � O� W ° U 0 0 W � ur' z Lu ' ^ O INJ' J H o z W � ul _ Lu ° Z Z Lu CD w w Z z LL � Z (/ /� /� w o / 1..L z Qui o --- I i `o < z U O O O 0 O x r U w ° J N H U O w E 0 w � C = o a- V) JOB NO.OD 182150 0 SCALE ° a c AS SHOWN c ° SHEET NO. a 23 Is R TRASH ENCLOSURE - FLOOR PLAN A52.01 K8 IA" =1'-0" ONCRETE :ESS WITH DI.. 2 TRASH ENCLOSURE - SECTION 2 1/4" =1'-0" 1 co m NOTE: 2. SCREENING METHOD FOR THE SOLID WASTE AREAS, AS SHOWN ON THIS SHEET, SHALL BE COMPATIBLE WITH THE MAIN BUILDINGS. THE MATERIALS FOR THE TRASH ENCLOSURE SHALL MATCH THE MATERIALS FOR THE APARTMENTS. 2. THE TRASH ENCLOSURES WILL REQUIRE A SEPARATE BUILDING PERMIT. 3. THE TRASH ENCLOSURES SHALL BE COVERED WITH A ROOF ON THE STRUCTURE - SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS GROUND LEVEL ,� 0" LIGHT FIXTURE COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS TRASH ENCLOSURE - ELEVATION 5 1/4" =1'-0" 5/4 X 9-'L 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 D8 TRASH ENCLOSURE - ELEVATION 1/411 -11.01, 5/4 X 9-1/4" F 5/4 X 5-1/2" FIBER CEMENT TRI CEMENT TRIM 5/4 X 5-1/2" FIBER CEME TRIM FIBER CEME V PANEL ON FIBER CEMENT PANEL FURRSTRIPS IG COORDINATE CONCRETE ON FURRING 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 1 Q TRASH ENCLOSURE - ELEVATION H 8 1/4" = IA" BROOM FINISH 011 6"x6" W2.lxW2.1 WELDED WIRE REINFORCEMENT 7" CLASS A3 CONC. WITH A STRENGTH OF 3,500psi AT 28 DAYS (MIN.) 7" 21A STONE COMPACTED SUBBASE SCOTT/R. 05CLINS'Z Lie. No. 035791 p 5/16/22 '.14 DETAIL - CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON —SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE Z o DETAILS. PAD SHALL BE SLOPED TO DRAIN. 00 F�1 Lu TRASH ENCLOSURE - ELEVATION E8 1/4" =1'-0" COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS 5 Lu o H N C] � Lu LEVEL 0° r z a w w z L9 z w —GROUND LEVEL� On y ul z J 0 u _GROUND LEVEL h o„ Y z Q J w M M dV)0') N 4 J rM Q � z N u— cy)O 1 J N Q Q Q LU Lu > V) 0 W Q z J J — Ul U) w W W r—I o06 z 0 O w U O 0 w^ ' NW V / 0L Y I :D W (/) Lf) 0 � z � Lu z w 2: Lu W � Q W Lu w F— a 1-4 LD O O m N = Lu J U O� ~ w w n z w JOB NO. 182150 SCALE AS SHOWN SHEET NO. 24 n M O 4 \ 4 Y \ \ v n `v - IT TT v / o v vv A \ `vAVvv`v vv \ �O ! OphO 00 \ °tea° ✓'°�' � - \ \ \ / / I - .:, m \ _ .x,�,,,u.,m SID "ram �_._—._ op.9 i9 �w v lv e j �o+t 6RP LIC R/W o-��` �� _ - ..�... - - t / y� �j O 1 o NO f ,/ UB �` y�S BENTLEV CIRCLE IT t Ira o 00 m v 3� Z � c o 'f oti � � po+8 Z$�N���OO+ � � I po+ti /� 00+6 00+5 � KILARNV 0+01 ' m ,tip � �m�r pO+L I li mQ '.0 IE 0 A \ � W \ \ ✓ i a P / I / _ __ ________ •� CCU �Z. �.... � _�� 1. o - v m s I I 0 Y .. /// aPa�y'�aq n 4l4 i Nil / ° 3 IEI / r i , o 4 oM Z._ °moo o� .. — - '-,� ,- ��II ED �6� _ _ IT_ _ I / m l , / L I lU/ I \ \ \ I I I I I II 'v\I iA �p �i ��ni i it ii' V .A �,vIAIII'\II AIIAlil,ilqu/ I A A A V A I I If � A A ,I, II II,AI III i i iipihu�ilhii i� `@ A A I A i E EGELEV EGELEV h / �\ \V A A �V FGELEV FGELEV A 1 \ V V A \ un Ol ITIa ROUTE _ 1 A I A\ AV A AV A A V A AV A I I \ II A I I\ \\ \V AK ® - -- _ �I _ _ //// - - If. / / - - _ -� - _ i, A _ A -' -- -- ------------- o � e a m 1�l 0 Io n n O O \I l/1 S Ln V1 V) l/1 to (j) Ul m m m �nl w J50 z z IA � I \ � IIvAII / II 1 I�I v I I I 11 I\ 1 �fi(�ry u�'iliF 1 114111 1 '(nl II;��Iilln��I�l�,i�,l 8 o � x z �. 10 C� LTI 0 s 71 t� I \ � X W 3 n m z mocmOEOO m O �:2 n x C-A m T p x X. 7Z y ' O :K T>00NXZW Z � k > � n = W r = T 03 M D m r D U O 0 n r W O 3 W= 0 W D m M m D OAm -Zl�m� z m O O z m Im 70 D Z In In = m n D m 0 m z O D r I 0 REVISIONS COLLINS ENGINEERING DATE REVISION DESCRIPTION �a t �n 3� r c-� 5/16/2022 INITIAL FSP SUBMISSION TO ALBEMARLE COUNTY 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 8/01/2022 REVISIONS TO THE SITE PLAN ADDRESSING ALBEMARLE COUNTY COMMENTS a o o PROJECTCID N N O z o D 00 o NORTH POINTE APARTMENTS - SECTION 1E PHASE A - FINAL SITE PLAN r�� INI���� o p ' SHEET TITLE OVERALL SITE LAYOUT These plans and associated documents are the exclusive grOaertY of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for anv aunl whatsoever, inclusive, but not limited to construction. bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING (\ v \ \ NOTES: _, \ i. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE "d) 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 / �\ \\ -_ � `,'�- - I PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF / Cp�BST;NEBOULEVggp .�qf FOOTCANDLE. UcRIGNTOF AfAy z. ALL POLE LIGHTS SHALL BE 18' FROM THE GROUND TO THE PROPOSED LIGHT 91 R/W FIXTURE. THE 18' HEIGHT SHALL INCLUDE THE BASE OFTHE POLE. �II "1, 3. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENS. / i1 I / - lr1 �° ("el it 11 1,y + 4. LAMP TYPE SHALL BE LED WHITE LIGHTTO CREATE A UNIFIED COOL II - WHITE LIGHTING ACROSS THE SITE. ----------- ---- S I FIXTURES SHALL BE BRONZE IN COLOR �- ---- - _ ----- I I I STANDARD LIGHTING DETAIL: ----- .,-.F CA S Cl \FOOTCANDLES I I 1.0 / DING 1 \ { 9. FOOTCANDLES / i ••v B IL3, / '.01 UNITS PE to I \ a' L54 i A WLS2 WLS WLS \\ \ I Si 1.0 639 UNITS 2 3 WLS2 i vv FOOTCANDLES TCAN I \ \ I TYPE 'IA r. .:1 / I 0.5 In- F60TCAANDLIES-� 1.0 FOOTCANDLES A WLSk WLS1 1 -----PARK) II 1 1 Of WLS4 p..�' WLS i ���� 1 WLS3 PARK W WLS4 0.5 •/ - i PROPERTY FOOTCANDLES --BOUNDARY (TYP.) I / W �r J�LI�S •/' L / i Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens LLF Description E= 13 WLS1 POLE LIGHT 181 6065 1.000 TRIT4A-FGC-T5-P40-40K (2 HEADS) Q❑ 12 WLS2 POLE LIGHT 181 5545 1.000 TRIT4A-FGC-T4-P40-40K (1 HEAD) E 35 WLS3 POLE LIGHT 181 6065 1.000 TRIT4A-FGC-T5-P40-40K ❑ 18 WLS4 WALLPACK 151 3209 1.000 HLWPC2-P10-40K-XX-TFTM T --- - - � I , I 0 LS i 1 - � ...,/ �� -`�'_- \` _ •• 1 0 - � UHIC ET pR IC-. ""``lv PLACE LS v a _ r' /W I I --- I L 2 1 _ M 12 - IIn./ if I7 Y� I \ " NORTH POINTE FUTURE .: _ . ........ ...... ..° J id4L WLS3 �� \ r, ,, \ \\ DEVELOPMENT � I I� I � 13 TMP 03200-00-00-02300 ,,N 4 ? \ LS3' NORTH POINTE I I W j ry,/LS3 \ \ \ CHARLOTTESVILLE LLC 14 T L z I Iz I WLS 4 - LL \ W I II \ es' I ... LUBHOU E m \' \ �\ - BUILDING #5 , ®`;.; v 4 `,.•O ,� /-- 20 I r u 1O BUILDIN #3 5200 S 42UNIT5 m] \ \ TYPE 2 / I O 39 UNI S 65'x80S3 1\ TYPE > D 3 NORTH POINTE FUTURE DEVELOPMENT I 4S3''.� TMP 03200-00-00-02300 I -full- \ --- NORTH POINTE I I : jz:° CHARLOTTESVILLE LLC 22 - S4 SCREEK PLACE ha t- WLSIni- RIGHT OF WAY 61' R/W-- / ` - 11 POOL DECK ' 23 ' I 0 12,735 SF PARK yl7 �I --- 24 ' .. a - ..m...r .. I 90 !< t BUJL11NNG #4 ;4TS 4 I I 1 I I 3 I i I I I I 91 ` 1 q N 11r WLS4 WLS4 WLS4 I - - BUILDING #6 42 UNITS ...... TYPI i I I I ; - I A / - NVL83 : ( j a� LSI EVEN I :YCIRCLE I 93 WLS V ) 1 LJ1 • 1 Doi 94/--- - ---- ----- - -- - ®0 27 _ _r WLS3.. \- 1 a-- 0 e i h y % i 28 PERTY I BOUNDARY RGY(TYP.) 98 '. BUILDIN #7 •, I r 97 96 9 I I I NORTH POINTE s"i ' ` 29 secrloN 1 PARK TMP 03200-00-0002300 ) \\ 4 �WL53 INSECTION ICORTH E NORTH POI E .."- ,, ,, •.-• WLS3 / CHARLOCT'00 00 E LLC \ � , ...,, v "" I - - - -- TMP NORTH POINTE 2300 / - - NORTH POINTE _:............i...........o.................,...-...............i_............__.�.._.._ _...:_....._.. r. -_ / - - - - - - - - _ - - _ J CH} RLOTTESVILLE LLC / \ GRAPHIC SCALE THICKET RUN PLACE PUBLIC RIGHTOF WAY 50 0 2s so loD 61' R/W -----74-----�3-- ---72-- --��- --��- --fig----�-------- - 66 61 1 inch = 50- ft. Trika TRIT4A Trika TRITI © cyclone cyclone Approval - Specification Approval - Specification Project: Order: Project: Order, Oty: Luminalre: I Type: Oty: Lummelm I Type: I Head Module: CastA356 aluminum, round shape with htmgreted ll The 4toh Nowa Ordering Code • opening and access to the Interior ofdle luminaYe. Filer Module: Round shape, made of anal aluminum. The bees is suileveling and TM/A FOC Flr OMmpw T1 Typl No (Wooum) ae5 WWK A T 1XIIII C Ie1V 1OKv Secured with act screws. It its on a termm Ndng 4"(10om) outside 0 by 3" Dram) long. Four -square aluminum amis welded W the base and the houeng made or am A356 slumi- FDF Hat bFM nA Type IA Fee faspol sal 4aWK Hva.T 347A88vAc 2M WKv ram. NL Nature Trans TMIAwm Ha ea0 (W00IJA) In n Type2 ® ape Optical Module: The molded A384 aluminum heets:nk M designed tominmNzethe lempere- me TOP 2"He an id al am an m) lure of the LEDs, increasing their longevity and efficiency. The optical module is medrenicaly Tom TYI an (IIosti ITT adrombled to the hut -sink for easy replacement. The luminaire is will ma or with Glen UMN Ty,2111*MHB are naWOW) MT Ions attached to a cast aluminum frame. The optal module is fully IP66 thanks to TS Trans up (la3pOW) 4m a molded silicone gasket. The high efficiency LED crack is mechenicallyanambled Tanta Typ3ml on the hat SO. The lifetime of the LEDs is IDI ham. t is based on to LM-80 test and TOM Tme.w extrapolated with TFII This data is cslaleted when 50% Of the USN produce 70%of their al Tom4MwIM HB is intieI luminous lux(L70). The minimum colonandering Index(CRI) is 70, The optical lenses T4x® Hs ere medeofecrylk end deeipned to illumnMe onlyxtlere needed whNe echlevirM axallenl Te T s uniformity with manimum spacing. Produces 0%uplight. The light d00buton type according to lEs is .Awhile decorative plastic promcton plate is machanlcally assembled under mecpdml module. Ddwr: Clan 1(P70 and PSDl or Cues 2(P10 to POO) 6ee$djNetng regulator. Fbe4'd1om0%a' PT lemon W/I.PIN DIM alomMamdne W BMdRALBOW 1% T W n MedmgrMe Primary Vol N Volb, 50/60Hz, THDmex 20%. High ry g Drprovi olds sera tr R Ilse hem MM Wswl C139A1) R1IIml pmalm^PA%tora al Ii.kpamwLeDn 9Y anootll P> lds, -100%' Operating tempereNretram-40°FI.10°C)to 130°F (55°C). The tldverpmwdee0.10 Vote mpo WM Radecal 027ATxa'bm Px ShaprgapWr IN hoer mloe0M) eXtaswploem.s WB MA McNradue PALSH1a or MnaIlm.IlwaauoWlraen, Volts output(DIM opion) and M ROHS compliant. Complete well an 168AWG thew le than mceplods(ANM hountopup5oM7 ez DeMatm flALWn 0 EPA: 1.0IF Welght:401bslt6kg mnrleclor black and a lOkAthrea urge protectafor Une4mond, Uns-Nsutml and an Raddeadr•m0 rxrbNbm crew PTL UVMpAomoeq WN- a0 MM kNebNe 10% Imanle eG BalgandylAAlaom Neum,kGround lines according to the IEEE 062,412002 C standard. rat PN mmPnde ., dInd OM Mmanm RNAxm 'Mrnpl Nertlwero: Type TEW i47,i2'(30cm)minimpm exceeding armfuls. All deddal (Alml ClaBA11 �mAAM I. N Pelayey RAL]010MR Normal between the modules am provldedwith guick-dHcceporat conneclorefor any mein. 74411resynds lµ6l clssAp ""ap,ysc pl°." WH When RaLWW era• BndrxokNdvFa,mnmlr im9nce. M' Dek Intel HalmholP(m.mo) Al cuNlds ama6bla hardware is stainless sleet OW Green Hdopuml ramp, Cola: texlumdarsnaom finish. The Indication ofdumbe polyeader powder me. cox' Graphs Nobphem(I Inge tBAAMA2804 requirements IS years at all weulmocnditmn). The firish ms&ASTM GMx• elrlvelida,hroor an., G7, B117, D1954 andD2247 stantlerds for sataprey and moleMre. MR' WnN n0mpeve emnnmM Cydme recommends a textured fnish fortNB pmducLxwp+ntwm • Holophene colors elm Only available in Smooth ISM) finbr MG: Marine grade pre-fnkoh ewilable are an option 1°1 rah Wan*: RMted warranty. Completewanenty tons located at: mw sou tVbrendacrAhupp0 wanantruoysand-condtonR OR EQUIVALENT Note: Amual performance may differ as a moultofenbuesr environment and apoiatm. 1P Alvaluee amdssgnatyplcalvalues, mnured uMxlsoommrycondltanas12 T b Speck atmns subject to change without note, Yn'aya{MrmumrydrelM aeauwtn°mmenma{pkY.n EFA:,WM uu,anwyneppal•.ulmounewaxlee>emXa"eannx•c WMEM:491MIIBkp) •mLnumwe.avrmm. rMYb IMYPnabPA:n�MumW,na09Yt StamplApprowl: Name: Pagif StemplAyprovel: No=: Pege2af2 Name: Dots: Dale: Name: Deco; Dab: CyamMUgHng:2175 Dal EnuepAen Blvd, TeampanmICHO Consda J6Y llw wwM.dyebnMlpMlnO.amn OYL�TdkaTW4ASPK.112t Cyxma UgUng:2175Dn Em.pdasl BIW,Tm Wm(OC)Cnlde J6YIM wwa,OoWWhft m CSL_Trke TRR4Aapa_7117 Phme:aSOA34.IW04(mCrydonelNhtngcom 0211x2021Aary BmMa Lphtng,im..Mrghbremnad ReV.2I1H111 Phxe:4W.434.500//0--""Imo®ryclmelpMlrpmm C201g.2021Aalry ds BranUgbtnplm AiNhWmunw. Rev. 21111111 91ryMUM cyclone Yam l TLEADER f 1�/M11r w uanRYY Ioim HLWPC2 Tra k- TRITA4-FGC (Ford Top - Flat Cass. Clem) Aim un duminum Warren fth 4 • FoldedlutaWoutlAo) rrc aorc uamlI • Nmann a hernentrol PF Mppa D Wallpack- Cutoff LED r peL • W therrmarepI cutyade otmorga DUMMe • exaomm�st a151 M P)and high fam3s)(WSt RNC t Mat provenrcedt menco'hel (615'1 MARL) and high (15-3D7IMASX) FaMmmnc. W. Lumen em0eay umn EMwey lour Txr INN PwMepe aywnm ogle • (LNAA1 e u 9 n�m aMrA4 e u e Neu( xwn Mwn xwn our auwarnonlertetfiMsh Mmoneennnte lorortOSonaMwrbon, g mmagmANm • MmnntoaslaMareluntaonbm gm6reNaMbrrmF Wnboaan llred Lumimkei,fSAl'med tSand4em 11 ame 1w 0 t ran Im 1 0 1 n zese ram „a 1Ia , 0 I zrea + a + ran +1e 1 0 1 •PmmMetouslfoemmol,Mv1noy .Suitable fa opnatmnmamblem temwreWrt 1pm • M'wlmM ihreaeee emryD!'-ANRIOn card We and P,o 2P.e To To AdsI., Ads ,m + 0 1 mod ,11 1 0 1 pap 0m am oar mtoPacanoWaMll4omet 40°41o1TPOmona artm qua Om nl rut Consatlum• l uaBfiM Mtlua Mail Icy N0a P Tom zs,2 „0 , 0 I 1e • W°MrtadedplumanwiMmmaaMttle �Ig MMktmry bear tldead.NeaMdeM n xase Iw box I o I xn Ira I D 1 • wbmtbnMmdm1.54pnAX51(13e31. MetoonA.AdemAmnnase wwfell. nlylnagl DICQsd Ts 117 1 0 1 ales IN + 0 t EIe11tld fPlmmnAm WdM»monrareaualMed . CmiANbymtCSA • LM-NfompBant ' n rho Ill x o I um 1m 2 0 , 3r9T ,u 1 0 1 3m1 In 1 a 1 Aaletl MriO°[(i0°OmHimumamdmt • ThepmRmtl UOlumen MalnhnaMe Mall bebmM rah ra err 1. 1 a 1 37M Ir I o , • Apmgrammattedetnonktlrherwth OlOVmnoolkatls mIFSW BDNmtlTM 2T rop no nod TO ram 1.1 ,10 Ix I o 1 =a ,an + o t pp out Om out 1 a I +m I a 1 Avalladeln:l2a]]JV W/60Hiand 39)JmV50IW Ha WMnM, pram use, ,m or, , D 1 or, in I 1 1rlinketlwemn . sMMam3oWK,4W0Kana s000Kctt >]pt2 Coln emwem mrmslammm Ta eel 101 I o I >Na IN 1 1 • Optbnal>80(AIO�KWNAane SOWN(R) W bands ram/weer/wainnlennmsand rex 10 x D I see IN 0 I memallym0untedemergenoAbaneybAd:upftowgtlan LmtltlM01 dthfaa 'nanamb'emkm tureen 'n aura-NY-4T m30'C Df» P 9 ( 1 Nme: MNM erMrMnn aRerasa rewNmenFmer %T.mallame xiM PlOMm Pw romaxe D na ( 1 wt eL p W 11 WU 11e P o x Boll Ira 2 0 P _ TIP 113 x 0 1 11] a 0 1 Is M1x Ira 1 0 1 MN 111 1 a 1 paOt Muir den. Pso an ram 41r 1m 1 o I ame +u + o I out on out AT am or •All su9epmleNonmmNANSNEEF(6aA1110KJ/10MA MI vaues are deagn a typiwl values, measured under Alwr,p o IN , Ira 1 a , yr SMINaalsor; tttlmt3mvn4Mper/N51[1361 lapmtayfmdmmsat25 Y. SpedfiWomsubNtmdanpemtMutrlmn, To. .1 tea, ,m I o 1 saes „+ + o + Opmnalsugeprohtllon MleNlSMcerAXg(136.2 TI T5 W12 .l°B w lo. 1 o I 4mp 1w s o t 2 a 1 <ma „a P n , ggDMl UgMenglMhausMgalpmmM To mr 111 2 a 1 eua In x a x sms I06 x D I szs3 n3 z o I • AmIlropllarromm To ma 1m 1 a t wM tut , a , TYPI0W.M(mMlum), A(axonglh'I(wide) ran Tom ❑ S2Ai 105 1 0 1 .1 I10 I 0 Cm QN OT Om •A5aA1M01f �✓i Ts lot/ n cos M 1m 1 0 1 fine Its10 1 Ira , o I 3 o I aces ,a s . n eeee III x o P 7xa m 1 0 nA A93 a] 2 0 2 Tut 12 2 0 z To etr I% I a 1 aria I.. 1 00 1 Pro and nut 0 1w 2 1 .2 x + pqp o,BR ON oar etPo z o I aeon �°° 1 0 1 Tam U qtl in,, 2 , 1 0 1 ,N o mN INI a io 1. 2 1 IN 3 0 1 T'TlIwas M 'Ore5 x o s ewe 'Iz s o z nIn 0.+E0 °wr IN m 1 le Z a Z Pap e11 ToYr elm m 2 a Ira o 4m Om Om o.m P a t YIl) 1w a 0 I a 3M To an,t evil ra lo a 2 &tie Ise z 0 I a 2 cue r 1 o x • • • a 3/4'7H T5 cone ,m s D 1 nee 1. 3 0 1 PNNIEOPWGPWG aLBM • D/q'-19NFT1 T1 I2m It o e Imes 112 1 0 2 Tu 11m5 , I. 2 0 2 2 0 z CONFIGUMPON n n1s 1m I'm 1% a a 1 11m ,m 2 0 2 PTD n0A nut TO IONS 1.W p z o z „ae6 Ira z 0 z am O,r Am out 1 a t II. Ira x 0 x ern IONS 1„m 1a1 2 0 2 nrzl on 2 0 2 4.76 Ta i5 IDS 1 N 1m x 0 x 'Oral x o x am 3 0 2 3 x x.3B 1153 a TI 1. Ira 1 a a 1. FFI.s 0 3 14va ,m a 0 s n 19re m P 0 Y trl6 as x 0 2 rem 1201 nod To tA21 IIns 100 N 2 0 2 135 105 2 0 2 pay a56 ow Oat x a P Iran aso 2 k a +ram I,ml no a1 D x laze 1m 2 0 x a 2 ,vim are x a z BACK BOX ,gpa, a ,xma ,00 s 0 z I. ,m 1 o 2 CONFIGUMTION McMaeoumwtlptt121kx aam. amw rr nlw.mw,a$im+.emammnmwewamm, ammo•m Ar.I m..ww doom are u�crinol.W meMmr2Bp xans,en. dnm'wwake malm..anm wren rase rala..acer POMW PO a O5 0.15 m a AW exam nr ION err lm IN HdMMe 3M5fd li,Cnmllt On13033 PMn,85"LOVNANl I wwwholepbanemm NLWPU O coon$ t3rlID2p10 OID141a11AWkyMMSughtly,Ind AlI yAM1laavM Aa.]3/1NI S .F.nt.,nom,ameo.r. Pag cis HLI Wallpatk• Full Cutoff LED ORDERING INFORMATION Example: HLWPC2 P2040K AS DIA Ill rase Bpd Not N031am) MWKI 1W1ObxxYel ILGAPaIll ANa Inafth, 1N hN vAm T35 Tyx2SAM oralFD 110 3,1m1m N i,m01m ION 3.NI wN I,mOKtn As Ns»Ile xM z40 flu Tom us Tyw2MMlum nN ihM B15m Amnn ram WIN Goes, Gray i0K fmoxN M 277mht how Tywl earn wxiw When 1LINFOOge M2 Wvab TO Type4Meemm Pio Intel NO %who 4m OIA, malT 3,1/WaVa11 awaMlhrew Nedum Al Oymnamenrk IN HMN MT 1N�2P»In Rani, Lumes, SYMDf Symmemf Wmq pod x A�WaWnffOrusta m Hela Aeryluble0np'r N Imo( SrylePhotmanhal 9a IF angle N» N S M Doupefux lgytlpr REMATr AvIlleepntleMwnl I Pi MFM.A 1wlltlaaAtnNmlMWnla%N In n 1lmewndemDhum Mu mLomuhrwmMMmaaamlatamMsuu awyamtae FR SAatl mfp a rro rflool nf'aane n q me r n Tpeml.Manas.maromk,. is, TaroeranlaamxarMare MAM MmmlAmpkmknra,B lSMmmr it iawePrmr-rlmpptkn mYVA0YA 154ntlna Mal.Am ,anounmFnU N Nit MAFN M,hIAaekmknlu li JO MoumM MNgh,AmnMrSmw Fneplkntf( IOXV IOFI/SVA3ur0e PronNon npNaoelOFV IokA Options Lomibn Mmia/Ambkm Sensor m0om optionMLo.S111745) and HelgM(15d091MASm ppl tom MASLor MASH vasmm] NEMA. LwInbAAerteppode 13aM/70ptlolly l7lhawn 551 'X unernm Emelgemy Battery Wommn-FMaptian Bungn Style Photomm l PEOpnon TestBman LMopdon Emergency Toot Eaton `-�^ OR EQUIVALENT eaten sryte Phmamrllrol QANIIpCfd'Aj5 IMepnam• 13Mi Women Aa,eanmilkN43o13 1 mom.M HOIONIAHE I www.naopnne... ntwva G3014N31At Ihry dsllghny,Inc Mingharervm. Aa.ONN31 Spenf»Oarcwa)rnWMryewMntmtla Pyeiffe HLWPC2 WallpatM Full Cutoff LED pmrera MM (mfipumHm Based on (Irml[owions 1 LFM L maml Mm Orlmn mod od.en vto t4�,,i vzo I z 2Paoa Pio 1 SpDBaaedon Naultoptlone x Use Wnlmae uma cones ftann, im IM, Dram Xa W41h 4D PhD vzo PlO P40 NO �als IOImIOI® tom©© Illsomeals Projected LED Lumen Malntenan.e - rAnntts UnenrapoWlNDerfmmnceyplemonsbrthepleHolm ion 3or 3nAop sspap mp0e maap ]s,000 I.9Op miNMa2SCsphoneC per$time,Wah0Yn91lFDnean911eiOdplrlF$NA = v10 1 I a% A% 0% 0.95 0.91 MhaACBiMDrale(hdmriSNATM1}i1-113. .1 0. vzo 1 A91 0.m A91 09l 091 O.YJ am AN AA ToukuilPLLf, �ElMeloan mantenaMlh(fOriMminSppnMmMe P30 I ass 0.W a% In >% 0.95 N 0. A91 pMlndnnerolopentnshmnNMwfwmAerlummmalmrmnn vw 1 0➢I A% a91 - - 09l A93 .m - Otl ABS-- »lues,mnbnhftay. ThemYtketldanbermpdahtlbeyoMtlniM-21 smn&m, o ssmo 3oAm 3etm as,ow mAoo mono 7s,mo 1r,mp PID I 090 099 pW OW OW O.r O% ON 1 099 0as 699 099 ]99 0.99 099 09➢ Wand CuIw ftmmm Wand NlrcobpMetlfrpmpb McEpAolwnetry. ® P. P. 1 or am 0.9P out out PW I Om Am o31 to an, r97 091 Am 6m Am Am . Lumen Ambient Temparature (LAP Multiplbrs Wedlesehd todelmnlne,el elumenmtpafamelageamblemumpentumshom o40°F(32-ldl SingleOmlt Applketlon Omaol No lMepmdeMOrmN l20 AMIMm IIIIIIIIIII� PN Na ran Pie 50 NO P30 IN 04 3Tf Lw IN in 1m ins 0•t 32-F Ira 101 1➢1 IOC sOnF 1,01 1U I01 103 103 NK 50•F 1m 101 102 NK OF 1.01 1m lm 1m 1.01 zat OF 100 1.01 v01 nH ]PF 1m 1m 1m 1Is 1W 15K 11-F 100 l.m um 3W slur ON On 0.99 ow ON 3M Or 099 0.0 on WC III am On, OA o91 0.m 1M la"F on 0.96 am El,drltal Load Shple Craft Applkadon Optional Two 4mendem ClnuX Oa) Application M® 1N lm 14a m 1111 4s0 lm No Ir n] .1 14 Pla 79 a On 013 0.12 0.10 ON am III . Pao Imo 47 OX 0.24 0.20 O.is Doll 0.10 PID 7m N 010 am OAS ON � - P30 190 71 0a 037 0,31 On In 0.19 P30 1000 32 Ala ON or elm � IN 1u0 % 078 O,N 0.0 OM an 020 Pio 12A i7 A1s ON 0.0 am NO 1]ID 115 1 ASS Ass 0.4 AO 133 024 P50 - - - �4ea1tVSrRba I HoIkNm 3MSfpNmdOSFA.G ItOXWOD I FAmal6FHmpRmR I'L"fillmh...... HLWPU ONl�lmi Ayry NaMeLlgnlly,Ine AllMmme,ttd lancl ArD %xA.mt3Wknro PSngewlmaard. h,3III 1-I Lic. No. 0357911/ 3 8/101/22 44 o�SIONe3. E11G1� Z ` Z Ln H 0 Z L O L W N � Wi III 14 tV N CD Q CD 4714 N � 00 a J rLU 1;1 Z M N M J Q � z N 0 W00 N Q W W = z> VJ LU t13i1 LU ,--I z LDo z � J O = U z U (Wn t V W Y , J LU LU V / D z Ul W W z 0 1 LU �/ LL 1 0L LU Of �- O z 1/Qr•-L) I-� V O N U � W J O~ zw a � JOB NO. 182150 SCALE 111=50' SHEET NO. 26 Lanffl)es0 po 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM CUFFSTONE BOULEVARD SHEET L 101 M PUe"`R',OF WAY \ —'ter � LINE OF SIGHT ■ EASEMENT ---------------- �fy 1 RETAINING WALL �I I I 1 1 Ito POTENTIAL ENTRY MONUMENT LOCATION FINAL DESIGN TO BE DETERMINED I I NORTH POI I FUTUR DEVELOPM POTENTIAL ENTRY TMP 03200-00- 23C NORTH POI MONUMENT LOCATION CHARLOTTESVIE LL FINAL DESIGN TO BE DETERMINED � LL o� 0- K PLACE ' f OF WAY v LINE OF SIGHT EASEMENT ■ . \, POTENTIAL GRILLING AREA LINE OF SIGHT EASEMENT =T L102 THICKET RUN PLACE PUBLIC RIGHT OF WAY 61' R/W �-1 I1v POTENTIAL ENTRY MONUMENT LOCATION INTEGRATED WITH RETAINING WALL POTENTIAL DO( EXERCISE ARE LIGHTING, TYP. - MANAGED SLOPES SEE CIVIL DRAWINGS - LIGHTING, TYP. TREE PROTECTION FENCE I / I I / / I I / l ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 27 LARGE ACER X FREEMAN II 'JEFFERSRED' AUTUMN BLAZE MAPLE 1" _ 1 / 8, B+g 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1" / 8' B+g 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1" / 8' B+g 424 12296 PLAC 4 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 _ 1^ / 8, B+g 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1 1" / 8' B+g 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1" _ 1" / 8' 1 B+g 1 424 6360 SUBTOTAL 1 991 ISUBTOTALI39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1" _ 1" / 8' B+g 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 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+g 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 1^ / 8' B+g 99 1188 SUBTOTAL 1 611 ISUBTOTALl7370 DECIDUOUS SHRUBS VIDE 1 301 NA I VIBURNUM DENTATUM ARROVVWOOD VIBURNUM 18-24" HT. 1 #3 CAN 1311 930 SUBTOTAL 30 ISUBTOTALl 930 EVERGREEN SHRUBS ILCR 58 NA ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. #3 CAN 16 928 PLOL 67 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL 125 SUBTOTAL 1598 TOTAL 49787 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 VIRGINIANA 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 D QUERCUS PHELLOS SMALLSHRUB ILEX CRENATA'SOFT TOUCH' ITEA VIRGINICA JUNIPERUS HORIZONTALIS'BLUE CHIP' POTENTILLA FRUTICOSA SARCOCCA HOOKERIANA MEDIUM SHRUB 4 ABELIA GRANDIFLORA BUXUS SP. CLETHRA ALNIFOLIA ILEX CORNUTA ILEX GLABRA RHODODENDRON SP. TAXUS SP. LARGE SHRUB CORNUS SERICEA EUONYMUS KIATSCHOVICUS 'MANHATTAN' HYDRANGEA QUERCIFOLIA PIERIS JAPONICA PRUNUS LAUROCERASUS 'SCHIPKAENSIS' VIBURNUM SP. ACCENT PLANT CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' PENNISETUM ALOPECUROIDES 'HAMELN' LIP1TCc%. 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: x, 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. KEY MAP MATTHEW V. CLERK Lie. No. 952 08-05-2022 G SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1E PHASE RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE SITE PLAN 1 RESUBMISSION 08/OS/22 1 SITE PLAN SUBMISSION 05/16/22 DESIGNED BY: MC DRAWN BY:LH CHECKED BY: MC SCALE NORTH VERT: = HORZ: V1"50' 0 25' 50' 100, SHEET TITLE PLANTING REFERENCE PLAN 8/5/202212:23 PM WG ORIGINAL SHEET SIZE: 24"X36 SHEET NUMBER L 100 (1) SN-QUEP (1) SN-QUEP J I _ (1) SN-QUEP f< a \ (1) SN-QUEP I � N O I 3 � v7 S I o I(1) SN-QUEP II Z I m I POTENTIAL EN RY MONUMENT LOCA ION • IFINAL DESIGN BD (1) SN-QUEP / (15) SN-PLOL I PROPERTY LINE l II\ I I II fo 3 \� �•. ' I 3 CLIFFSTO— NE BOULE PUBLIC VARD RIGHT OF WAY 9" j rR \ LINE OF SIGHT F 1 �1I� Oild� �....,, F �,4yeoc•^ ww 4D '. /G� ! 0000'OP000o_OO.q avvo¢ �vvvv�'�u •b~QOp ,0; 1 a° 00%��a�,i`�I�'o=o_o=i�iA!tl► A`O-O-o++''aoQlj�"t°4?ooQlQr'I _ Asz�.'sv✓ �d�dy�%,j� �•••Ir,�♦yi�: f:�y,. ��I��r_�.. I \ o � �\7 �4��i,d,�a r11 -��L.�:/.IIFR6'IIBo <tt� III OO;f, .�� • •; III al eo .. COFR NO • �, F >Oj � � � �5�7� 1 ail • IIIIIIIIIIEIIIIIN n ql II= � _ ���e ,I tea) BUILDING i►�9 �� • UNITS �aTYPE 1A ®r eli: (3) R-PRYE al.•.�r�,r as (1) P-QURU (1) P-QURU — POTENTIAL ENTRY MO FIN L DESIGN TBD (1) P-QURU (1) P-ACF� (3) P-ACFR 1l ♦/mow: oee 4!! rr- �1 ' • • l • • .del - ... II • • yy�• ? F(l J, (1) R-AMGA BUILDING 39 UNITS TYPE ---I np_onnr_o r (1) W J U Of _ U } Z Of h (2) P-QU IU 1 ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 27 LARGE ACER X FREEMAN]I NJEFFERSRED' 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 J" / 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" / 81 B+B 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1" _ 1 J" / 8' B+B 424 6360 SUBTOTAL 1 991 ISUBTOTAL 39889 ORNAMENTALTREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 " _ 1 ' / 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 30 NA VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24" HT. #3 CAN 31 930 SUBTOTAL 30 SUBTOTAL 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 49797 (1) P QURU 1 �l I - •. MANAGED SLOPES P-QURU (1) F'-QURU / / O SEE CIVIL DRAWINGS P-Q%UF / o LIGHTING, TYP. ° o LIGHTING, TYP. o ,• / (11) P-ACFR (3) R-CECA //• n PRESERVED SLOPES ) R-MAVI SEE CIVIL DRAWINGS COMPACTOR TREE PROTECTION FENCE CONDENSER, TYP. BUILDING #5 42 UNITS TYPE 2 EXISTING TREE LIMITS PROPOSED TREE LIMITS LANDSCAPE NOTES: EXISTING TREES TO REMAIN STREET TREES - SEE NORTH POINTE SUBDIVISION SECTION 1 - ROAD PLANS [3- TREE PROTECTION FENCING �i EXISTING TREE LIMITS PROPOSED TREE LIMITS "P" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING WITHIN PARKING AREA REQUIREMENT "SN" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING ALONG STREETS NORTHSIDE DRIVE REQUIREMENT LANDSCAPE NOTES: 1. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. 2. METHOD OF INSTALLATION: ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. 3. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING: ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 4. MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP: IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. 5. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY: IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. LAWN AREAS MAY BE EITHER SEED OR SOD. 8. SEE CIVIL DRAWINGS FOR LIGHTING AND PHOTOMETRIC PLANS. LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP THOF� I MATTHEW V. CLERK 9 Lie. No. 952 08-05-2022v sL,�F SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I-ANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE SITE PLAN 1 RESUBMISSION 08/OS/22 1 SITE PLAN SUBMISSION 05/16/22 DESIGNED BY: MC DRAWN BY:LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: 1"=30' 0 15' 30' 60' SHEET TITLE PLANTING PLAN MATCHLINE: SEE SHEET L102 8/5/202212:28PM WG ORIGINAL SHEET SIZE: 24 SHEET NUMBER L101 (1) SN-QUEP (1) SN-QUEP LINE OF SIGHT EASEMENT (1) SN-QUEP (1) SN-QUEP (1) SN-QUEP (1) SN-QUEP LAWN POTENTIAL GRILLING AREA LINE OF SIGHT EASEMENT MATCHLINE: SEE SHEET L101 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 FREEMANII'JEFFERSRED' AUTUMN BLAZE MAPLE 1 _ 1 t' / 8, B+B 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1" _ 1 J' / 8' B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1" _ 1 J" / 8' B+B 424 12296 PLAC 4 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 ' _ 1 t' / 8' B+B 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 11 J' / 8' B+B 370 6660 QURU 151 LARGE I QUERCUS RUBRA NORTHERN RED OAK 1' _ 1 J' / 8' 1 B+B 1 4241 6360 SUBTOTAL 1 591 ISUBTOTALI39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 _ 1 J' / 8, B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 11 J' / 8' B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1' _ 1 J' / 8' B+B 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1' _ 1 ,je / 8' B+B 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 11 J' / 8' B+B 99 1188 SUBTOTAL 1 611 ISUBTOTALl7370 DECIDUOUS SHRUBS VIDE 30 NA VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24" HT. #3 CAN 31 930 SUBTOTAL 30 ISUBTOTALl 930 EVERGREEN SHRUBS ILCR 58 NA ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. #3 CAN 16 928 PLOL 67 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL 125 SUBTOTAL 1598 TOTAL 49787 EXISTING TREE LIMITS PROPOSED TREE LIMITS TREE PROTECTION FENCE MANAGED SLOPES SEE CIVIL DRAWINGS PROPERTY LINE CONDENSER,TYP. LANDSCAPE NOTES: u 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 "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 "ST" PRECEDING LANDSCAPE CALLOUT INDICATES SELECTION BEING COUNTED TOWARDS LANDSCAPING ALONG STREETS THICKET RUN PLACE 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. LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP MATTHEW V. CLERK Lie. No. 952 08-05-2022 ,G SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I ANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE SITE PLAN 1 RESUBMISSION 08/OS/22 1 SITE PLAN SUBMISSION 05/16/22 DESIGNED BY: MC DRAWN BY:LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: 1"=30' 0 15' 30' 60' SHEET TITLE THICKET RUN PLACE PUBLIC RIGHT OF WAY 61' R/W 8/5/202212:29 PM WG ORIGINAL SHEET SIZE: 24 X36" PLANTING PLAN SHEET NUMBER L102 T 1 AKIIML%t�AMC \IATCQ. PARKING LOT AND VEHICULAR CIRCULATION AREA INTERIOR PARKING LOT AREA INTERIOR PARKING LOT TREES LANDSCAPING ALONG STREETS LANDSCAPING WITHIN A PARKING AREA SECTION 32.7.9.6 PARKING LOT AREA AND # OF SPACES 172,235 SF AND 475 SPACES PARKING LOT LANDSCAPE REQUIREMENT 5% DESCRIPTION REQUIRED PROVIDED PARKING LOT LANDSCAPE AREA 172,245 X 5% 8,642 SF 19,996 SF (10.4%) TREES (1110) X 475 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. CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY ITOTAL 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 J' / 8' 1 B+B 1 424 6360 SUBTOTAL 99 ISUBTOTALl 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 1 1 J' / 8' B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 " _ 1 J' / 8' B+B 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1 _ 1 J' / 8, B+B 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 1 J' / 8' B+B 99 1188 SUBTOTAL 1 611 ISUBTOTALl7370 DECIDUOUS SHRUBS VIDE 1 30 NA I VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1 18-24" HT. 1 #3 CAN 1311 930 SUBTOTAL 1 301 ISUBTOTALl930 EVERGREEN SHRUBS ILCR 581 NA I ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 1 18-24" HT. #3 CAN 18 928 PLOL 67 NA PRUNUS LAUROC ERASUS 'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 PSUBTOTAL 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 SMALLTREE 0 0 0 0 TOTAL 0 18 18 18 100 DECIDUOUS SHRUB 0 30 30 138 22 EVERGREEN SHRUB 0 108 108 78 TOTAL 0 138 138 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 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 Lanffl)es0 po 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP MATTHEW V.CLARK Lie. No. 952 a 08-05-2022 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 SITE PLAN 1 RESUBMISSION 08/05/22 1 SITE PLAN SUBMISSION 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: 1 "=100' 0 50' 100, 200' SHEET TITLE 8/5@02212:28 PM WG ORIGINAL SHEET SIZE'. 24" X 36 LANDSCAPE COMPLIANCE SHEET NUMBER L 103 LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.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 11 3X ROOTBALL 11 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 -1 :) TREE PLANTING r4'� SHRUB PLANTING ON SLOPE L104 SECTION 3/8" = 1'-01, L104 SECTION 3/4" = 1'-0" 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 EPTH 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 SPACING D' -L+ + + + + + + + 05 + + + + + + + + + + + + + + + + PLANT SPACING CHART 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 loll 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, 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 08-05-2022 ,G SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I ANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. DESCRIPTION DATE SITE PLAN 1 RESUBMISSION 08/OS/22 1 SITE PLAN SUBMISSION 05/1W2 DESIGNED BY: MC DRAWN BY:LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: SHEET TITLE SECTION 3/4" = 1'-01, 8/5/202212:28 RM 8tlN1IINB®10832 1102 BB� 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 I DRIP UNE [/lISMIM 3.38 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 IH-284-111-297 for complete specifications) 1. The followNe items shall be shown on the also: U Trees to be saved; ® Limits of clearing (outside dophns of trees to be saved); LI Locationandtypeofprotectivefawing; LI Grade changes requiring tree wells or walls; D Proposed mantling or lumcting beyond the limits of clearing. 2. Mackinac Q All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. LI No grading shall begin until the tree maridng has been inspected and approved by a County Inspector. 3. Pre-0onstrmddkm Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Egedposent Operation and Storaee: ILI Heavy equipment, vehicuim trstfre and storage of ernstnsetion materials including soil shall not be pemti iod within the dreplines of trees to be saved. SNOW FENCE �I --�,v 5. Sall Erosion and Smenroater Detention Devices: 1f11f LI Such devices shall not adversely affect trees to be saved. 6. Firer: fl Firsa are not permitted within 100 feet of the driphre of trees to be saved. 7. Toxic Materials: 00 ® Toxic materials shall not be stored within l00 feet of the driphne of trees to be saved. _ PO I S. Protective Femeb m BOARD FENCE CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING 00 /M41 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 Ll Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ZI Fencing shall be in place and shall be inspected and approved by a County Inspector prim to grading or, construction 9. Tree Wells: EI When the ground level must be raised within the dripline ofa has to be saved a tree well shall be provided and a construction detail submitted for approval. 19. Tree Walla: LI When the ground level most be lowered within the ddpline a mess to be saved, arose wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunnelins: ZI When trenching is required within the limits ordering, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an altemative when it is anticipated that necessary trenching will destroy fader roots. 12. Clete M Protective fencing shall be the last items removed during the final deanup. 13. Damaged Trees: ® Damage¢Loes shall be treated immediately bypmning, fertilization m other methods recmmnended by a tree specialist NOTE: IT IS/.,I1//HE DEVELOPER'S RESPONSIBILITY TO CONFER W IT'H THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 05/16/2022 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP F� v. MATTHEW V. CLARK Lie. No. 952 08-05-2022 SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1 E PHASE A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I-ANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. I DESCRIPTION I DATE SITE PLAN 1 RESUBMISSION 08/05/22 1 1 SITE PLAN SUBMISSION I 05/16/22 DESIGNED BY: MC DRAWN BY:LH CHECKED BY: MC SCALE NORTH VERT' N/A HORZ: SHEET TITLE 8/5/202212:28 RM BETURLI ORIGINAL SHEET SIZE: 24 X 36- LANDSCAPE NOTES SHEET NUMBER L 105 to I - . Mi_r.w 1 BENCH 4 BIKE RACK L106 PRECEDENT NTS L106 PRECEDENT NTS 2�WASTE RECEPTACLE RECEPTACLE L 6 PRECEDENT NTS NOTES: 1. SITE FURNISHING ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEMONSTRATE DESIGN INTENT. FINAL SITE FURNISHING SELECTION SHALL BE REVIEWED AND APPROVED BY CLIENT AND DESIGN TEAM. ���. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP SEAL NOT FOR CONSTRUCTION PROJECT LANDDESIGN PROJ.# 2021201 REVISION / ISSUANCE NO. DESCRIPTION DATE 1 50% CONSTRUCTION 1 06/30/22 DOCUMENT DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: SHEET TITLE LANDSCAPE SITE DETAILS 8/$&002212288'hM ORIGINAL SHEET SIZE: 24" X SHEET NUMBER L 106