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SDP202200034 Plan - Approved Final Site Plan and Comps. 2023-02-16
GENERAL NOTES OWNERS: TMP 03200-00-00-02300 (PORTION OF) IN IR..7r 1i NORTH POINTE CHARLOTTESVILLE LLC 2.619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22gos. DEVELOPER: GW REAL ESTATE PARTNERS 145 EDHAM DRIVE, SUITE Zoo CHARLOTTESVILLE, VA 22-903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 03200-00-00-02.300 (PORTION OF) - LOT 2 D.B. 5432, PG. 396 1o.88 ACRES (LOT 2) ZONING: PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL) - (ZMA-2000-0000g & ZMA-2013-00007), CONTAINING THE FOLLOWING: ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT, FLOOD HAZARD OVERLAY DISTRICT, AIRPORT IMPACT AREA OVERLAY DISTRICT, AND WATER PROTECTION ORDINANCE (WPO BUFFERS). SPECIAL USE PERMITS: SP-2oo6-034: MARCH 13, 2007 SPECIAL USE PERMIT TO ALLOW FILL IN THE FLOODPLAIN OF FLAT BRANCH CREEK FOR THE PROPOSED LEWIS AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND VDOT APPROVAL OF THE ROADWAY AND CULVERT DESIGN. ALSO REQUIRED ARE FEMA APPROVAL OF THE CROSSING, AND A COUNTY APPROVED ESC PLAN AND MITIGATION PLAN, SPECIFIC LANDSCAPING REQUIREMENTS, AND WALL DESIGN DETAILS. SP-2002-72: AUGUST 23, 20o6 SPECIAL USE PERMIT TO REZONE THE PROPERTY FROM RA TO PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL SPECIFYING THE TYPE OF UNITS, PHASING, CONSERVATION AREAS, OPEN SPACE, GREENWAYS AND ACCESS, LANDSCAPING, ROADWAY CONNECTIONS, AND GRADING UTILITY, AND DRAINAGE RESTRICTIONS. TOTAL PROJECT AREA: LOT 2 -1o.88 ACRES PROPOSED USE: 279 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (129) ONE BEDROOM UNITS (135) TWO BEDROOM UNITS (15) THREE BEDROOM UNITS BLOCK/SECTION CLASSIFICATION: LOT 2, SECTION 2A PROPOSED DENSITY: 279 RESIDENTIAL MULTI -FAMILY UNITS WITHIN 1o.88 ACRES DENSITY = 279/10.88 ACRES DENSITY = 25.6 DUA OPEN SPACE: NO DEDICATED OPEN SPACE IS REQUIRED WITH THIS PHASE OF THE DEVELOPMENT. NORTH POINTE INCLUDES OVERALL OPEN SPACE FOR THE ENTIRE DEVELOPMENT THAT IS DEDICATED FOR PUBLIC USE FOR THE COMMUNITY. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. BUILDING HEIGHTS (TOP OF ROOF) = 45' +/- ' BUILDING HEIGHT (EAVE OF ROOF) = 32' +/- SETBACKS: FRONT: 8' MINIMUM SETBACK & 5o' MAXIMUM SETBACK GARAGE DOORWAYS: 18' MINIMUM SETBACK SIDE: 6' MINIMUM SETBACK & NO MAXIMUM SETBACK REAR: 10' MINIMUM SETBACK & NO MAXIMUM SETBACK NOTE: 1o' MINIMUM SEPARATION BETWEEN BUILDINGS. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (BUILDING FOOTPRINTS RANGE FROM 12,350 SF TO 13,88o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE STREETS: CURB & GUTTER FOR PRIVATE TRAVELWAYS WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE NORTH FORK RIVANNA RIVER, JACOBS RUN AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY LINCOLN SURVEYING, OCTOBER 2021. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, OCTOBER 2021. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE INFRASTRUCTURE IMPROVEMENTS FOR THE NEIGHBORHOOD, INCLUDING CLIFFSTONE BOULEVARD, NORTHSIDE DRIVE, AND THICKET RUN PLACE. LIGHTING: LIGHTING - ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES A LIGHTING PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: THE APARTMENT DEVELOPMENT WITHIN LOT 2 SHALL BE DEVELOPED WITHIN (1) PHASE. THE APARTMENT PROJECT IS ONE OF MANY PHASES OF DEVELOPMENT WITHIN THE NORTH POINTE DEVELOPMENT. THIS SECTION OF THE DEVELOPMENT IS PHASE A OF SECTION iE. LOT 1 AND LOT 3 WITHIN SECTION:LE SHALL BE FUTURE PHASES OF DEVELOPMENT. RECREATION: NO RECREATION SPACE IS REQUIRED WITH THIS DEVELOPMENT. HOWEVER, THIS NORTH POINTE APARTMENT COMPLEX INCLUDES OVERALL RECREATIONAL AREAS AND AMENITIES FOR THE COMMUNITY AND ITS RESIDENTS. BELOW IS A SUMMARY OF THESE AREAS: CLUBHOUSE/POOL/FIRE PIT/GRILL AREA/TOT LOT AREA: 24,900 SF DOG PARK: 1,5oo SF GRILL AREA: 11250 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 =1.94 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT =15o UNITS x 2 = 300 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 494 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 1. OFF-STREET SURFACE PARKING SPACES (INCLUDING 12 VAN ACCESSIBLE ADA HANDICAP SPACES): 475 SPACES 2. ON -STREET PARALLEL PARKING SPACES (ADJACENT TO THE SITE) ALONG NORTHSIDE & THICKET RUN: 32 SPACES TOTAL NUMBER OF SPACES PROVIDED: 507 PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 5. THE MANAGED SLOPES AS SHOWN ON THE PLAN, AS THEY WERE ORIGINALLY PRESERVED SLOPES BUT WERE APPROVED FOR IMPACTS FOR THE INSTALLATION OF THE NORTH POINTE INFRASTRUCTURE, INCLUDING CLIFFSTONE BOULEVARD, NORTHSIDE DRIVE, AND THICKET RUN PLACE. THE IMPACTS OF THE PRESERVED SLOPES FOR THE APPROVED INFRASTRUCTURE ARE NOW SHOWN AS MANAGED SLOPES, PER THE ALBEMARLE COUNTY ORDINANCE. FLOODPLAIN: THERE IS A ioo-YR FLOODPLAIN LOCATED IN THE NORTH POINTE DEVELOPMENT PER FEMA MAP ID 51003Co145D, DATED FEBRUARY 4, 2005. IN ADDITION A STATE DAM BREACH INUNDATION ZONE EXISTS IN THE NORTH POINTE DEVELOPMENT. THERE IS NO FEMA FLOODPLAIN OR DAM INUNDATION ZONE LOCATED WITHIN THE LIMITS OF THIS 1o.88 ACRE DEVELOPMENT (LOT 2). RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT SEE THE GRADING DRAINAGE & UTILITY PLAN SHEET FOR THE L NOT EXCEED 6 FEET IN HEIGHT AND SH ALL CONFORM WITH RETAINING WA PROPOSED WALL DESIGNS.RETAINING WALLS SHAL ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS SURROUNDING THE PROJECT AS PART OF THE APPROVED NORTH POINTE SUBDIVISION SECTION 1 ROAD PLANS. A LANDSCAPING PLAN FOR THEAPARTMENT 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.:1.71,897 SF (3.95 ACRES) - (36%) SIDEWALKS: 28,699 SF (o.66 ACRES) - (6%) BUILDINGS: 97,863 SF (2.25 ACRES) - (21%) RECREATIONAL AREA: 24,900 SF (0.57 ACRES) - (5%) LOT AREA/LANDSCAPING:150,574 SF (3.46 ACRES) - (32%) TOTAL:1o.88 AC PAVED PARKING AND VEHICULAR CIRCULATION AREA: 171,897 SF AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED NORTH POINTE PROFFERS SEE SHEETS 2-4. 4 TOTAL PROPOSED UNITS: 279 UNITS (15% OF TOTAL UNITS FOR AFFORDABLE UNITS WITHIN THIS SECTION) TOTAL PROPOSED AFFORDABLE UNITS: 42 UNITS - SEE TRACKING CHARTS, THIS SHEET STORMWATER MANAGEMENT: THE STORMWATER FOR THE PROPOSED DEVELOPMENT WITHIN THIS BLOCK OF NORTH POINTE DRAINS TO THE EXISTING STORMWATER MANAGEMENT FACILITIES DESIGNED FOR THE SECTION 1 DEVELOPMENT AREA. THESE FACILITIES WERE DESIGNED TO INCLUDE THE STORMWATER FROM THIS SECTION OF THE DEVELOPMENT. THE EXISTING FACILITY PROVIDES BOTH WATER QUALITY AND WATER QUANTITY TO TREAT THE RUN-OFF FROM THE SITE. SEE THE APPROVED NORTH POINTE SUBDIVISION SECTION 1 - ROAD PLANS (SUB2o16-00092) FOR THE PROPOSED DESIGN OF THESE FACILITIES. NEEDED FIRE FLOW CALCULATION: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=13,88o SF TOTAL AREAS OF OTHER FLOORS = 27,76o SF TOTAL BUILDING AREA: 41,640 SF REQUIRED ISO FIRE FLOW = 3,500 SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1.,750 AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG CLIFFSTONE BOULEVARD IS 2,496 GPM AT 98 PSI. PO114 or E APARTMENTS SECTION 1E - PHASE A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT Al RFMAPI F rni INTY \/TPC-,TNTA PARK NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC ------------ 0. CROSSCREEK PLACE.-�_..__�___ -~ PUBLIC RIGHT OF WAY 61' R/W .,tTl 90 \ I I \ $7 88 89 1 102 86 PARK =M NORTH POINTE SECTION 1 101 •100 99 E LLC I � 98 TMP 03200-D(k00.023Q0' ` 6 I 95 NORTH POINTE CHARLOTTESVIL 1 s '' „• ..- PUg DONE BOULEVq p Raw ` ry .. ,"•,. _---~ ^ "-' - --- _ 9RIGHTOF WAY s ^t'� "t - �..-�i- ,r.. `'",." x-.-plc-•- "` 0 BUILDING #1 39 UNITS NORTHDEVEOLIOPMENTURE GRAPHIC SCALE TMP 03200-00-00-02300 8o 0 40 8o i6o IN FEET } to 1 inch = 80 ft. tea•. ..... ��\ w�� � � ."`^•. �� �`; ;v A,.... t! �Q 4 -7 ------- Y-=--= - - _- _------------- NORTH R\0INTE SECTION �1 D TMP 03200-00-OR 02300 1r� NORTH POINT CHARLOTTESVI LLE\LLC (FM1 THICK 1' ~ FA , �- PARK I.Ibw Mr. Y1 P NORTH POINTE �.r.: t •P• : 4 ..i >fi�• : ss .S. � !" 5' J y (otia ;, SECTION 1C MY `` TMP 03200-00-00-023 0 x BUILDING #7 NORTH POINTE ,. . «-.. -. _.- CHARLOTTESVILLE L C -f 39 UNITS PARK U DUE) QI,a _- a• k: s• f r •i q't �(f .P e Y - ,r • L..-.m se;'^'•-- is - _ -- tax I +w_V ha..,....•w,...........J .y I THICKET RUN PLACE PUBLIC RIGHT OF WAY 61 R W Y.`.•+n..r... --_ - - _ - - _ - . P i �.-®.,.�.•_.. .. .-..-.�•+.+..-...-...� .u:.a.w...... w..,.....xn.m......w.•. :.:oR -. ..o,.u+.w au. ..,:..aw...e.«..,,...oe+w..� «w•.+..+.+uu: •+a.w n..mr•.mo-uwr-w.. uay..aw... ,x_vsn..w.wvv .vicev.+mmn.wr.• - :4r.>�•re,�-� ..f•(w h y• 1 �•' t t - - - - ,,__t__ ,. r 5."'F'-^:: ..^sue_ _'t:_'_.^'�i T^^__T �ii�r-•_-: _,T__. i... _ - i J •r 74 3 ! 2 1RT r� . 69 68 6 l 66 j 65 I 64 I :3 I 62 6 SECTION 1fE02 TM 03200-00-00300 ! 1 I NORTH POINTE RESIDENTIAL UNIT COMPARISION _...-..._..-._. _....... _............ ... __• ._.__...... _., .... _..._ .... _._ ..: S/F* .:.._.,__._.,._.._.....,. _. , DETACHED MULTI- _....,__. _.._.:.. FAMILY .. _.............. OTHER .....,....._.___....,.... TOTAL NORTHWEST RESIDENTIAL AREA SECTION 1A SECTION 1 B SECTION 1C SECTION ID SECTION 1 E NORTH POINTE APARTMENTS 0 0 184 184 42 0 0 42 28 0 0 28 21 0 0 21 16 0 0 16 0 0 0 0 0 279 0 279 TOTAL 107 279 184 570 TOTAL NUMBER OF UNITS 570 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 1oTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 279 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 2,042 ADT (1,021 ENTER/ 1,021 EXIT) AM PEAK RATE - 0.46 VPD PER DU =128 VPD (29 ENTER/ 99 EXIT) PM PEAK RATE - o.56 VPD PER DU =156 VPD (98 ENTER/ 58 EXIT) 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 t Single Family Multi Family Other AH Total For I I Unit TvDe AH For Sale AH for Sale For Sale Sale s 13 '14 :2.2 23 24 25 6 r i 2! {{ 28 29 66 59 Required - 16 12 12 40 Phase 1A-1 D AH Previously Provided 16 0 0 16 Phase 1 E AH Provided 0 0 0 0 For Sale Units of all Types in Phase I 0 0 0 0 % of AH Proposed Phase 1 E 0.00% 0-00% 0.00% 0.00% Previous Provided AH For Sale 0 0 0 0 Total Provided to Date 16 0 0 16 Total % Provided to Date 100.00% 0.00% 0.00% 40.00% _...._._._.__............. ........._t.._ ......._.. _._ _............. ,......,_ .....-........_ AFFORDABLE UNITS "FOR RENT" TRACKING TABLE NORTH POINTE Unit Type Multi Family AH for Rent Required 63 Phase 1 E - Phase A Proposed AHU 42 Phase 1 E - Future Areas Proposed AHU 21 For Rent Units of all types in Phase 1 E 415 % of AH Proposed 100% Previous Provided AH For Rent 0 Total Provided to Date 63 Total % Provided to Date 100% I 3 1 ;Note. Previously Provided may include units not preVnously PIUF.JVSCU uUL gUduucu UIIL.ICI tittl INUILII rvIIILc _........__ _ ..._ _ _.. _ _ .•_.............. . .. _ ...__ ._... _. _ _......._... . 'Charlottesville, LLC ZMA-2009-009, SP-2002-72 and ZMA 2013-00007 North Pointe Proffer Amendment Section 8.2 58 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 10 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 Lioo PLANTING REFERENCE PLAN L1o1 PLANTING PLAN L102 PLANTING PLAN L103 LANDSCAPING COMPLIANCE L104 LANDSCAPING DETAILS L105 LANDSCAPING NOTES L1o6 LANDSCAPING SITE DETAILS Op O � SCCTT R. LLINTZ O I --.I Lic. No. 035791,1�- 0 01/17/23 �INSIIOJNAL EI`� z cn w (D � z O O O O U F- U U w UJ J Q F_ O E w O m U CL mJ Q o C) a U O o z U ' o z w cn 00Mo� �1 V) Q H L- w m z z 07CL H a U) � o J V) L- q=� W a tie '-' O w � Z O a > LL_ w Iy- N N M N (14 IN 0 (714 Q � � 0 .-1 0 Ln 00 0 z � w M M N � J M Q z N LL. O N � Q Q w 33 TOTAL SHEETS C� LEGEND Lu Q EDGE OF PAVEMENT 200 EXISTING CONTOUR CURB 2 oo PROPOSED CONTOUR J PROPOSED ASPHALT PAVEMENT 506.71 rc PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP BACK OF CURB W W LANDSCAPE BUFFER / T/B DENOTES TOP OF BOX W 1__1 GREEN WAY BUFFER 506.71 rw PROPOSED SPOT ELEVA TION �" Uj 5os. 21 e w TW DENOTES TOP OF WALL W PROPOSED EASEMENT, VARIOUS WI TH EACH SHEET BW DENOTES BOTTOM OF WALL O 0 DROP INLET &STRUCTURE NO. PRESERVED STEEP SLOPES F� DRAINAGE PIPE MANAGED STEEP SLOPES Q BENCH MARK PEDESTRIAN AND VEHICLE ACCESS = U 4 I/DOT STANDARD STOP SIGN :PROPOSED CONCRETE Uj 61 PROPOSED HANDICAP PROPOSED &EXISTING GUARDRAIL PARKING SPACE STRIPING PROPOSED FENCE cc PROPOSED ASPHAL T STRIPING (DIRECTING 0 OO O O 100 YR. FLOODPLAIN W TRAFFIC) APPROVALS , 4-7 DA'1E DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT I-- � z Uj Z W UJI �- 00.00 � Q W J Q (D o 0r) 0 N = w U _j W� AINTENDEI) AND REi STATED . � . I liedgerows, alono the Entrance. Corridor frontage, rNITCelS owned b� Owner. The bUffer Will . � 1 11:5 � . . I . I . te IV. ST01MWA-TER MANAGEMENT AND STREAM [JED CONSERVATION . . . . I.. . V. TRANSPORTATION I vi�view and.when satisfactory, approval, subject also to the Coiinty"s approval of private streets � . ' . . � I I t TROYFE 1R.STATEMENT I . � . I %. I I . . . .1 cOnSiA of a minfinuin. 40-foot wide c,otitinuous visual tandscape area that shatt be SLIbjeCt to I . I � 1. Linder the SUbdivision Ordinance (Ch. 1.4 of the Albemarle County Code). NEWHI10,11HO OD I N.'VE$`,rMENTS - NP, LLC , . .� - . . ,ar[Q 1 � � t. e I 1 . - Albein - County Aroh'tectural R view Board ("ARB") review and approvat (the "Buffer"), 4.1 Flood. Plain. Th , , ,c area of thc� 100-year fi I ood plai�n within the Project shall remain 5.1 Interna.1 Striect Construction Standards. Public streets -,vlaich .in I I I .1 �. � . 01UGINAL REZONING A,PPLICATIOM O.ZMA-206 -�009 SP I � I I . � I � 1. 1. 1. .1 1. .... % . A . 0. -2002-72 . . . � .. . .. . . I . ' �; � ., . i , ,,, 'REZONING - 'The. Buffer may be located partly ntlwe0w=r�sp- .rty and partLy on VDOT prope,rty, In the ,. I . 0 e - . . � tQpQ .. . . I tu , r xcept for road crossings, public utility facilities idistu -bed e I - I -ian . I I 1 ai�d their crossings, and pQde.sti I shall inC,kide at least,Leako Road, North Pointe -Boulevard, Northside Drive East,and,Northwe.st I I . Phasing. The Road. Improveinen.ts � I 11 be cot . tructed. and. . sha- -is com- leted in three � I ' _p I APPLICATIO.N. #Z,M.A 2013. 010.0114 . � � . . I 1. . . . . I I event VDOT at any time in thlo. future reduces any portion of the Buffer located on VDOT I I at I , oes and -id biking trails, and only to the exte,M sueh exceptions are permitted by County ordliaan Passage, shall be (i) constructed in accord with the iflUstrativeUTban design cross sections shown 1-1 I phases as set forth bet ONC . , , PERTAINING TO - . � I . .. I Tl� MAP.AND PARCEL NUMBER 32 22k . . I . I I.. � - I PrOPer-ty - . h . , the Owner ,54att compensate for suc-. recluetion by extending the Buffer on Owner's I � I I regulations, Upon the request of the County, Owner shall 'provide a SLIVVey and prepare the . I . I I on Sheet D- I to the Application Plan ("Sheet DA") and also in accordance with. VDQ" design I I I I I . . . I . . .. . . I .property in order to inainvain a rainimurn. 40-foot Buft"er, even if such compensation sh tl eq i . I I �a r 11ire ne . cessary documentation and dedicate the land with' I . . I . li flood plain to the COU11ty. I . s In suc. standards pvrsuant to detailed. pla s aure.�d to b'tw(,-Q.Ti, Qw.n.Q .n 0 � . Q . I ..r and VDOT, and (1i) dedicated for . 1. 1. i (a) Phas,e I.Road'Improvenients. Prior to approveal of thte -first commerciat . I � Alareh 255,20.14 the rertioval. Qf parking adjacent to suc.4. Buffer� . I . public. usc tind offered for acceptance. into the state highway systern. 'Frees (with a maximurn subdivision plat or site plan withIn the Project, Owner hal,l obtain,all associa-ted permits and post . s . . 1. I . . . � . 4.2 Stormwater Management Pl,qn. The stormwater/best management practices 1. 1. I I spacing offittly (50) feet), landscaping atid, sidewalks as shown on Sheet D- I shall be 'tnstatted . I I I al.l. associated bonds required for the. co ! , ristruction, ofthe follo"lling (collectively, the "Phase I I I - � 1 . - . � With respect, to.. the:propex(y described. in rQzorting application #ZMA-2000-009, . . - 11 I I � I . � - I . 2.2 Apnearance of Stortri W.ate_r Management ("SWW) Facilities. The SWM - , I., - - . _13 . P") plan fQr theProject shall be prepa,red, and all storrawater managernent faciLities f r the . I 11 ( _ M � 0 � and maintained b I -v the Owner in accordance with COURty or VDOT standards, unless VDOT or Road fmprovc.ments"): and SP -.2002r72- (the orig:in I "Z_M.A� * I , , � ..a . �'), QWH Pro.pertie� Liqn,ited Pamw -' I I I . 1� - . I I . � , rsh.ip is the fee sinipte I . � � I .1 . . � � I facilities As'b - I i i . I e frotil the Entran�;e Corridor ideutified an the. Application Plan (stormwater .. . I . I I Project shall. be designed and constructed, to ac�Q.Qmrnodate Lill CLUent storrnwater d . arge rrorn . i �ch I . , . � 11 I .. I I I . I � i . . thc County agrees in, writlag to assurne this responsibility, I I . I - � . I . I � .. I I owner a.nd. North 'Pointe Charlottesville - 's the contract purc lasoir of Tax Map .3.2, I . 1. .. , . . , Ll I � . I - . -1 I .) X -1 , � ,. U1114yeftlerl I t facilities 1 2 I I � P le,,et to A evi,Qm and 1. � �: RB r '' I and I 0) shall.be� shown oti a plau and �be su, Tax Map Parcel 032AO-02-00-0040.0 (Northwoods Mobile Horne Park Development) and from (1) Southernmost Entrance on. U.S. Route 29: . . . I . ., I I � � I Parcel's 20, .1 . 20A 2.QA1 20Al2, 2OA3. arid 291 .(the 'No.rth Paint�, Pr .� . > �.. . - 11 . . operty"), and Vio-let 14ill � . � - . � I � . . . I . . I . ,.prov,al., .. ap I SWNI I shall be designed sUoh that its shape, ptacemeot, and land form (gracllng) � the existing developments on the nQrthe-ast and northwest comers of Pro'rfit Road and U.S, . 5.2 T-Uning of Comp I . . � -letio i for Intet-nal Streets. Betbre issuarice of'certificates of � . . . ..., . .. � . A Oci tds, L.L.C. is t�Q,:fee simple o:�Yner of .Tax M I'll "� �ss Ill � I � - 1 . 1. .. ap -3 : . � . I - .1. . 11 . 32I Parcels 2 ) 23A,�:23B,,23C, 23D, 2313-i, . . �, , I I ) .1 . : I - I trati-Sition between the, a�jacent conservation area and the adjacenthard edge of the parkinf,),r lot I., . 11 J I . . � Rotite 29�, specifically the foltowi.ng parQets shown on the current Albemarle County tax maps: � .. occupancy, Owner sh.all complete 'that segment of ari, internal street as shown on Sheet .D-1 I 1) � I 1 I I .1 (i U-S. Route 29 Southboulid - correction of the: vertical . I . - . � . 23,F$2. .. I . 1. I J 14 ,� I 2 *_3 J � (t h-e ' ; W !Qt Hill Property") and.NelghbQrhood . � 3G,_23 ind .1 10 7_ . "I . ,)� I - . I � hivtstmerits - NP3LLC I . . . 1. I I . . and buil.dings, . � . . 'rhe plan for SWM I :shall be submitted to the ARB Nvith. the first ARB tax map 32, p�vcels 38, 38A) 3191, -,I�Tid -39A; tax 1-11ap 32&, Parcels 2-1, 24A, 2-IAI, 2-IB3 24C . I � � . withto the Pro ect which serves the -building or residence ,for which a, certificate o I J , I 1. I - � I . f occupancy is curvature in the roadway just north of the entrance., I I . � . isthe. bee, s [M-1pte. ;owner of -r,ax - - . I Map. 52, Par-�,el 22K (P . . , . I . I I �. afoels 212H and 2,2,K have b1e1.en1:eQm,b1rted I I I ..,� . ... . .1 . sub.i.-nission for Building '14 or 19 idl=ti,fied on Sheet B to the, Application Plan. ("Shelet B"), or . 1 and 2- 1 D. I The stormwater inanagement facilities shall miti ate the st,ornvs.water quality and . I 9 . I . I sought with at least the stone:base-atid all but the final laye-r of plant-111 halt� The fitiall layt�.,v I 1. � I . . . I I . I . - - .11, � . I .. . I I . �1 i . � I � . . into cl.single. Parcel 212K) (the 4"Nei�ghbortio,od..Lnvestments.Prop.e.rty ). U.nless otherwise 1:10ted7 .. . ' I . I � . . I . . , . . . . . � 1, . I I I � I _' any - such. bw . Iding that lis proposed to be locat.ed. where Building 14 is located on Sheet B I I I 1 I . , . 11 I � I quant . 'ity impacts, ,for the. storriawater g:enerated both Within the Project ailld for such existing I . . . plant-i-nix, as.phalt shall be installed within one (t) year ,following the issnance of the first of . I 01 (i') U.S. R L te 29 Southbou-nd � construction of a conti nuous I I . I . .1. I I 12 foot wide through latie ' VDOT). th I $1 e resPQC,t1Ve- �Parties arc,,Indivldltal.V�and colt,ectively referred. Lo lierel.n. as. ihe "'Ownt�,.r .. WhLeh I � . . . . . I . I i . � . . - . � I , 11 I I w ternis of Section 3.2, - purSL.tant to 0, 3 - SWM 2 shall have a more structured cappearance than . offs-ite conditions as described herein, as thOLIgth the entire preexisting condition of the drainage I . I . I I 1. . . cortirwate 0-f OQUIpancy fbr a building or residence served by the affe-oted . street segment, (Nvi' I . . I ith shoulders or guaTc! rail ,as. requilred by Starting at a potiftt I . %_.� thatis 1000 feet north of the SoUthemmost entrance and extending south to AiTportRoad. ' te_r* sh .ir I . - � . - I ni . a. I ac ud.0 any sucqessqr�. in -interest. Th -e i fi . - I � � I . . I - . ... .. � I w terrivOwner sliall retl -r to, (ho speclue owner of I , I , . � I I �, -1 � ,$ WNI I 0 ( ee below) and , I . I -s , shall be desilned SLICII that its sha e I I .& � . . I P ptacernent, and tand _ area is an undeycloped wooded site and is being devel.Qped to the oxisling off -site coridit I I I . ions and , � � 1. . I I.. . . I I 1 I � . . the� Neighborhood Investments Pro , � Y,. the N h- Pointe Proper yor the Violet Hi I . .1 'pert , Ott t - Property . - I . . . I - . 111 I . I I . I ., . ,form . . I I I I . . (grading) transitiQn.betw= the adjacent conservation area aad the adjztcent hc-ffd edge of' the ' � I I . I . . i i the proposed oji-site conditions. ln addition, b1ofilters shall c,ornprise , I a minimum of thirty-three 5.3 Road I rn v rove tuents. Owner shall desion. and construct all of the .road ' . t__ I (iii) U.S. Route 29 Southbound - copstruction of duat left. turn when a proffere,cl condillon. rela - to ,pec'-fi.c. prope,rt - term Qw � er �shall refer 'to the �. I . ,. .. . Ites a, s I . y, a.nd, the I I 1. . I I 11. � I I . I I � � I . .1 . I . I I � � �. . I . . -1d buildings. The, plan fo r I -nitted to the AR-B with the first ,parking lot ar I - I ISWM 2 s4al.l. be subt I � � . I - I .1 I . I . I � nd one I I I a -third percent (33 1/3%) of the total roqui -ed parking lot handscaped areas within the . � . I I improvements referenced in Sections 5.3 ) � t (a), 5.3. 1 (b) and 5 3 ) i I (c) below, which arQ also showa . . � I . I . - I I I . tanes with taper at thQ c rossover. wn� v .rs of the resppe,tive propertie5 c - He tivelv w -i,eneve . -, o ,c I I I .1 1. 1. �' 1 ,, , ,t a pro'fft�.red condition relat�s to all the . I . . . .. . A:RB subi in -nission for any of BUildi gs 26 thrOL10h 3 1. SWM 10 shall be designed such atits . . -th . . tD . "Cominercial Area, 11� of tht-- Project, as such Commercial Area is delineated on Sheet G of the I . I I on Sheet D-1 to the Appkution Ptan, and on Sliect. E to the Ap C t ed "External I It _ ptication. Plan n itl � propetties smbj ect to Lh " � 0 . I . � . 1. I - � ,is zouln-9 ,111ap application. The North .Pointe Property, the Violet HiLl . I .... , � - .. .. . I I .1 .. 1. . I . ... . I . , . � I I I �shap(�, PLacernent, and land form (grading) are integral with the adjacent conservation area. Th . -, ... I . . . . I Q I - . Application Plan ("'Sheet 01" 'A a . '.), I Road fmprovement Plan" ("Sh�-.et E") (collectively, the '"Road frriprovenients"), unless such . I I I I I � . � I 'rhe (i.v) U.S. Route 29,Southbound - constru tion of right turnlane Pr p and �tho Nrei,ahborhood , 0 e.rty', , ' -e�;t�ve.ly � I . I �. . . I . I C� .. Investments Property .are rtfe.tred t.Q colt I as the I . �. . � .11 I I .. '-'Property"" 1. I plan to . ... ' r SWM 10 shall, be subillittcd to th,e ARB at the time road plans are submitted to the � ... � . . . I � � I � Road huprovern.ents are first constructed or bonded by others.. various phases of the R-oad, � ' . I I I . . I I I � . � . I , I . . , with taper to serve northernmost entrance, to SR 15 1 5, untess othet� is I .... 111- � -------- 11 _1___..1. -1 . led- ._____._______. _____.._ ....... . 1 � - I—. '. I � _. - � _ .... . _� ... no 11 . - I � - - - - - - ... - - - County. and:VDOT -for .Northwost P I I - assage.: - - - - � I . 4.3 ...-.. Erosionand.Sedi!nC10con fro.L. .. ., .. _. I . .1.1 . I � . . .. 11 . . . I . . , roven 1p�p nents are also shown for illustrative pqrposcs ori a color -coded covy of Sheet B that _ __, . _ . - I.. _. __ _'.. _...... . " ___. ___. __ __ ___'.., __ ___ .-."-�.-".--,-�,�.�..-�-..,-....---��,,��-�-.-�. .., . . , - -,---,-,-. _ ...... ... ,__,._,____.._ ... ... 1_-.- ______.Js - . 1. 1. . . � . I I � . . ... .1 11 � . 1. 1 11 .11.1 � - . �.. ....'... � .. . - 1. .. I I ... _... � . . I . . . ; attached hewto ras Exhibit B, Owner shall dedicate lo public use wiy requIred right-of-way that it (V) U's. Route 29 N.1orthbou,nd - construction of a'Ontirluous .� I ,P urs uant to Seletion 33.3 of the Albemarle Co�,unt.y Zym � rig Ordtnatwlq, Owner . . 111, DENSITIES � I (a) The Owner shall, to the "rnax.imurn extent practicable"' I now or hereafter owns in fee simple. For purposes of this Section 15.3, the use o�thc term -`.road" � i it I - 12 foot wide t1irougli la ne (with shoulders orguar'd rail as rnay�be reqUired by VDOT) c�xtendi_ng hereby vol.untaty proffers the conditi.0'astisted. in this, Amended -and. Restated Proff,or Stat6tnent ... - � I .. � I � : . � � . . ...'. I � � 1. , I I I... � .7'.) additional appropriate erosion and sedirtient control rn,easures t4at exceed State mid Local I � . I � . as I I applies -to internal streets. sliall a-Iso have the same meaning as the word "street" i-ri the I � . . . . 1. . � . from Proffit (,Airport.) Road (Route 649) to the NorthWest Passage entrance. whicla shall' be applied to 1 I � 1. ,. I 1. . I the North Pointe- Property if this ZMA is 4PPToVed b - I . . .1 1. . . . t, 11 1. .1 . y Albemarle � 3.1 Total Buildout. I'lie total nurn-ber of dwelling units within the Project shall not . . I- - I . . I . I minimuni standards, If there i:s a disagreement regarding whether the s 'max'inum I tandard of " L AtbeM,WIC COUnly Subdivision Ordinance (Chapter 14 ofthe At I bei-narle County Code) where I . . I I � I . I . - . I I Courity. Tlww coad,litions are profflered as part of the.ZTMA and it is agroed that� (1) the ZMA I I .. . I . * . . � . ' - 'se�tofhe � . . . ed eight hundred ninety-three (893). Subject to Section 3.21, the building Footprints and gross eXce . I . . I . . . I - extent practiQakte" is satiisficd, the 'Virginia Department of Conservation and Recreation will be . I , ided appticable, (vi I � ') U.,S, Route 29 Northbound. - construction of a right hand itself -gives � . Q,edfortheco 't',txs,and.(2)s.uchcond'iti.iisha I � , n n .ndi to 0 . ye,�a reasonable relalion I . ..: � I � - I . � � , . I I . floor areas Qf (;ommercial, offiQQ.,, 4nd offier uses, and the buil.d.ing footprinis of hotels hall not I I I I I . I . I S provi . I . an OPPMIU.nity to review and act.vise oil such question, I 11 . I I I . tUrn lane at the - -ietries of � icti will be SUbject to VDOT , Souther.nniost entrance, the geon W11 to therezo.ning request � 1. .,. � I I . . -ed. exceed those set forth in the Land -Use BrQakdowti Table on Sheet A to thl� Applic,ation Plan I I I - � I I 1. 5.3'.] Dtsiun and Phasin. All Road Improvements shall be designed and phased as I � . I � I . . I approval. ("Sheet A"), � (b.) Post-Construciion Stormwater Ma_=_renient: The Owner shall, to the. IbIlows: Tliis Ainended at � I . . . � I . 1. 11 -n ul,6 - od koo,stated Proffer Statement shall relate to the q I -page . I . nia.xiillum e-xtetit prac-ticable�, provide post -construction atormwater BMPs that are designed to . I � 11 (vii) U. S, Route 2� Northbound - construction of leh turia lane i application plan �e,ntitled. "Nortli Pointe, CoMML11*1 . it. 155 I I �, I . I I : .1. � ...Y 7 prepar.C.41 by Keenq ,& Co,, Architects, as , I 1. . ' 3,2 Limited Adiustments to the� Ele. I. . nients of the Applicatton Plan. The gross floor achieve an average annuat sedimant mmoval rat ,d by th(� Cenier for � �� e oC 80% as pvblishe� Design. The Road Improvements shall be. shawn on detailed road.ptans satisfying . . - . .1 with tapor into SR 151 3. revised through, JUrle. I .11 � . I I � - 0 e .1 I I I I I I I . I � .. . ..., I , .,), 2006 -and atta hed her -to asExhibit A(the,`A - lica ion Plan") a . � pp , t - .. ,,,.,.n.d the I I . I . . area of the bUiLdings- usi:M f6i C.01-rinieroiat, offi,Q , othe .1-lotels shown on Sheet A may . I e r uses and . .1 7 . I I Watershed Protection in Article 6.4 of The., .Practice. of' Watet.-shed Protection (2000 edition). � __ I . I - . - VD07f design standcards which. shall, be submitted by the Owner for review and, when I I I I I - i � . � I I . I . 1. 1. Albetnarle� Counly Code IR effect 8 oflhe- date of the Original, Proffer Statement (the, "County '11 I be. adjusted wiflii.n a range Of Llp� tQ ten percent (10%), pro I vided that the maximum gross floor � I These will includo, but are not limited to, bi.oretention, bioretention filters and wet retention statisfactory, approved by VDOT and the County (except for -the Road Irn rovements to U.S. p (viii) SR 1515 Eastbound - construction and/or restriping to . I I e North Pointe.Cornia i 44P code"), I . . � .uiittysha.11berefe.rredtoasth(�-, roject." .. . . I . .. I . 1. '.... : arta for each. categQr C�-S.shown on Sheet Aiis not.. c,,�ceeded. The -footprints o.,f Buildings 6, I - . y of us . I . I I . - � - � I . . I .1 . , I I . basins,. - ROLIte 29, which shall be subject o.nll.y lo YDOT approval) (liereinafter, tile "Approved 'Road . I . I . I provide left turn laae with taper . . . I I . I I . - - J 4 and 36 as �hown on Sheet A can be inie-rchangod. No twiths (can ding the terms of this I I Plans"), The Ap, roved Road I P C p . Plans shall show the w I idtb and length (except -as s e ified in .. ,r 1. FHIS SECTION INTENTIONALLY DELETED I Section '31.2 to the contrary, Building 1.4 shalt not initiatly exceiecl 8.8,500 sq4ue feet, provided, � . I - . I I . 4.4 Stream Buffer and Restoration. Upon the commencement of -the ppticable - Sections 5.3.1(a)(I)(ii) and (v) and Section 53.1(b)(I)(i)), locatton, type of seetion, and ix - I I 11 V 1, (i ) fastallation of a tmffic. signal with. 8 phase tialing * deo I . I however, that after two years following the issuance of' the. Certificate of occupancy fot . comment p(-,r,iod, the ,Owner shall, notify the County -and provide the County with a copy of any I geornetrics of all lane improvements as .required by VDOT design standards. All of thc Road I . 11 W I I , detection and associated. intersection im rovernents at the intersection with U.S. Route 29. P � 11. .-ENTRANCE CORRIDOR � . I I I . Buildinu 14, Building 14 may be a(IjUsted within a range of up to ten percent (10%), and if . -C� I ,. I application(s) to the U.S. A,ri-ny Corps of Engineers <-Md/Qr DEQ f'or any strearn disturbance, In ' . Improvemcrits sliall be constructed in cornplmncc with the Approved Road Plans. The Road . I I 11 � I Creation ota 40 Foot, Buffer. . Buildiac, 14 'is located in the location shown on Sheet B, any suQ.ti expansion shall be loc4ted to 1.�t . .1 . . . . I I - I . I I . 11 addition, ifnecess-ary, after first tooking on -site for mit'gati Wnitits available to satisfy � L 10,11 0PP01' . -, I I . Improvernents to U.S. Route 29 shall be based ,on the then -current VDOT design speed and � . ,.- � . . I . I � . . I a I (X C1.0se. existing crossover t U. S. Route 29 and .) . I. . . . - along t Entr"ance . I . - 11 I . I 1. .. 11 . I -.1'' , he Car-.ridor, Within six (6) months. aftor the by the Virginia Departmi . of '14'raw "VDOT"') t he east so that the addition - sp--aQQ. is I ated alon -,)rth . , . � � . .. a! occ ,g N( - Pointe BOUlevard, Notwithstanding t .he permitting process, the Owner shalt contact the COL111ty for a list of off -site opportunities -within . cross-sLope requirements, Notwithstanding the provisions of this paragraph to the contrary, 'in I � 1.7 1 . - � . C. ' SOLItherarnost Entrance to SR I- 51 5. ,acceptance nt � . . . 1 � . � , �! . I . ortati - 11, (* 0 of the � I . - I - I ... . I .. I . Road. Improvements defined,in Se�,�io :U I � . - th.e terms of this Seaton 3.2 to the cantrary, 'but sul�ject to die, ProvistQns Of Section 8.1) (lie I I . - ". �.. �. � � 1. I - I I . 1, . I Albeinarle County for such mitigation, and shatl look ror Rich mitigation opporttinities I . -,te event that. tt the internal residential street designs as shown on Sheet D� I are not accepted by ,as .5 3 that . are along the norfhbound lanes .1 . � . I 11 - I . i n, , I . .. ,o f S. . I .1 �. . 1�0 I . . . I I .1 .. .. . � - - I 11 . I I . I I . ute 29, 'Owner shall iplant and.. thereafter m �nta mes at, in, at all ti ' a landscaped- buffer, inoluding I I County may authorize Building 21 ass . ee . I ,hown, on Sh t A to be adjusted by more than ten percent I I . . * I -off-site. VDOT, the Owner shall submit detailed ro,�id construction plans for such streeis tothe County for . I � . (xi) Proposed Entrance Road. be Jr . -twec�n No'th PotnteBoulevard and U.S. Route 29. - 11 ,. I . . .. - I � , , I (wyo)� I . I I � I (2) North-Podnte.Boutevard, Leake Road:and Proffit Road: (0 Le,ake � Road and North Poi.Rw Botklo,'vud, in &w.ndaace . � . I � I � I I . - with the design ,cross-sectiow;-, I -1:,from Proffit ko,a.d to cither Norths' tv.e - . I � . . shqwn 0.n.Sheet,l) ide Dri . . . .. . �. � . � . - . I . . I , I 'East:0r,if Northside Drive Ea�.thas not, yet been ColistrU.0-ted to the roundabout ,at ,North Pointe . . - . - I - 1. . � I . � I - . - I . . - I I � 1. 1. 1. I. : I . . . I I I I BOUlevard, North. Pointt.Boulevard shalt -be exte�nded to Northwest.Pasmge. 1'he Owner shall I . i PrOVI�e a Fifty (5.0) fmpobliiv. right- f-w Y ttlm4 L akQ'RQad and liall: constrtict a two-ta e I- , I.. I 0 a Q , ,. S I I .. I 11 I I - I I . - .. % ., .. I . I- . I I I . -ubli,c- street to be..accepted by VDOT atid. as much,of ,the other irn-p�roven,wnts §how' on the p t : . I . . I.. .1 � . 4 � . . I eros,s_sect, ,-s . o� Ne within the. ava,ihable right-of-way a-s- reasonably detemilned. by the , lion. _�as. p si . I . . I .1 I . . I . �. I � I I � . � I I I I County. Engineer. I I ,(.11. . 1) '. I'he rotindabovit, or ,such othV'r ini,provernents as may be . ... . ap'proVed by VDOT and the,- County, at it e- i tersee-Ion of Leab�� Roa(! and Pr ffit -Road shown 1 - ,� I I . . - 11 � I in, , I t 11 11 � . .. I I . I.. . Q . I .1 1, I � I on Sheet-B and an ,add littional weMbo Lind right turn lane on. Proffit Road froin Leake:JZoad to t),S. . I . J , .P10,iite.%29.as. shown on 81.ieet.Li'. 'In addition, Ibr:property aecluisitio.n that. 'is rquired for. the- off- , . . . . � �, sitz ptiblic rtght-of-'�Vay for 'oonstructiorl of the iniprov me ts required by this . I . , . I e n- I I . I 11 � . � . I . . � * � � I . I I Sec.tiQn 5.3, t (a)(2)(il), -ft, Owner shall . inake a cash contribution Or provide a lctter.of crQdit.in a . � I I I . . . .1 .. . � I .. I � . I � Form appr - ed by the, C waty Atto i Purpose In. th C T.1 OV _ , - V r -iey for .such e amount as de v ed.nec.essary for I - . I . . .. . I .. - - .1.1 . 11 � .1 - .1 I ' .the property aequisitian b,y the County Attomey, provided, that such MIOUnt shall not exceed one * : � I I � I .1 . � . . hundredfifty perceat (1,50%) ofthe Cot.,inty5sfiiir market value appraisal prepared for acquisition . I I I 4_11d�, Coadlomo.ati0n, Purposes, I ,t I -hp. oash 0 .r letter of credit described in this , . .. . c� utribution o � .� I .1 . I . I �. � . Section 53.1(4)( -orl � ay acquisi, .. . .1 . �.. ,2 .. I .)(U) .5ball be used -to. pay f 'he total cost of the right of w tion. 'rhe � , . . . I � . I I . . . I � I . � I � � - i . total &(_)�st 6f the right of 'way a,�Qqulsition for the off-s.i.te property nc.cess.ary. 'to Construct the . . . . I . I . I 1. � I � - � � . . I � �, I . 1. I I . 1. � � I I . lmprovemwnts. required by this Sectioa 5.3;1(a)( )(U) shall include the, normal costs associated . . I - � , . . , . � � . I with acqui ing land buildings, str I I . .� ,.. r � ) 1. UCtUres'.., easemet ts and other authurized interests by 11 I . 1. . . 1. . � . _, . I I ' ' . 1-11. J. I -.4im . --to 5 -land, 4cqui SwQn5 - Qn incering, .. W--ricle,_ rLinatio,ri --ou by -puxyhoe� including-- --but-not. g �. � I I . ". . . � . , I I jt!�I' , .. ., . it.od � . �. I I . I . . .. � . � I . I I I f s, The cash contri-bution or the letter of credit. shall :be surveying, and reasonab[o attorneys � cc I I I � - . . . I . � Provided by Vie Owner within thirty (30) days �u e I . est b,Y the . - I . � I I . I ,pon r qL1, _ -CbUnty.- it the property i s I . . I I I I I I I I . . I . . I I I � I - li � ri in . aN.U.I.Ted b Urchase It e contr b4ti;on � r the purchase p ice shall not exceed.:one ht dred fifty . I Yp I � D flo 1- I 11 I I - � . �, I perce'rit.050%) of Olee Covilty's fair market va,lt,t,e:.Li-i).t),r,ci,i,sti.1 preparvd for, condt-,,rrmation purposes I � � � - I , I itho tit t h e �consent of the 0-�.Vnier. if-th.ecost-ofth. H gh, of" w - . _1011 Qxceeds the, amoun-t wl . . . � � I I 1. . .. 1� t . � a), 4iQqU1S1t' I � . . I I . I . I . I I . . , I � � I I I . I 1. . �. - . . I � I.., I , � previously COntributed, then, the Owner sh.a1lTC1ft1b.L1,rse the Courity all stwh. excess oosts within � thirty, (3,O) day5 upon -reque-st by the- C.QuIlty, The Qbunty shall refund to the Owner all excess � I . 1. I � I . . . contributi.011S upon compl I etion.of theIan.d,acquisido I I . . 1. I 11, . I . . I (14) llntenttion.41,ly Omitted . . , . . I I �. � � I . (1y) .An, additional. tbrotighlane Qastb.ound on Proffit Road from . �. I .. .. . . . . . . . . I . . .I I... . I . � I . I . � I U.S. Route 29 tu::tho roundabou I t at theiintersiection -of I L " a . ,k I I . . . . e -c Road a I I - .1. � . -nd Proffil Rocad. In ,addition, . I � 1. I . . I I . I � for property acquisition Itiat is required f . . , � � .1 , or the- -site pub t -Qf.w�ay f r c;wistruct'Qn of the , . _off ., Aiq right I . I . 0 1 � . � . - � � I I . I � I . . I - . � . , improvem4bAt -red by 1h Is Sec.*60il 5" ". 1 ( , 0 N.N., -i -I . , I . �. s requ i � � I 3 a).(?.) (i,v lier shatt, ak a ca4i contributiol I .. . � . � . .. ,. I . . � � � I., i., )� (Lie . . ., I ril. e.. . . .. . � I . I . I . . I I or provi,de a letter of credit in. .a form appro � ve,d .. by t I he Coutity Att.ornty for such purpose in the . . I . , I . . . , I UAW unt:as: deenled neces I sary forth �::bropqty acquisition by the- COLL ty Attorney, pr . o,v .at 0 n ided th . . I I . - I . , . 11 Y '' - .- I I . . � � I �, Such ail--wunl shall not exc,,eed ont hwidred fifty pelroent (1 50%) of the, County' . s 4`44 market value I : . �. . � 1 4 ra -1 pre quisiti.Qn. mid cuudQmn ti n pur oses. The, -cash. contribit6on or letter of p .,� p. 1: isa . - .pa,red for .ac I I 1. . I . 1:� a 0 . 1p . � .1. - . I.... I.. � .� , I . , , credit deseftbeldia this.Scetioll: 5.3. 1 (a) . (2)(w);shall, be iise.d to pay for th I to (.,�IL cost or the. right Of .11 . . I I . .. . . . 1� ,. � I � . . , . . . I I .. . ,�f: . I . . I .. � �� I I .. . . . I I Ly:.acquisitio Tl . . It , wc, . 1. In. -1e total cost of the rIght-of way acquisition for the off -site property necessary � , �to construct the itnproveinent.s required by this Section 5.3,1(a)(2)(iv) shall include the normal � I costs associated with acqui i ring . land., bUild.ings, .structures, easements �uid other authorized I .... I I I i iritexe5ts by vonderanatton or by purd,ase including, but 11,0t limited to, land acquisition, I . � engineerting., surveyi.rig, wid reasonable attorneys fees. The cash contribution or the letter of Credit shall ,be provided by the Owner within t.hitly (.30) days upon request by the County. Ifthe. I . . . I . e . - I property is acqUired by PUrchase, the. coi.1tributton for, the purchase price sh.all riot exceed one I I I I . � . . . .hLu-id-rQd fifty pQrcQnt (1 5 0%) of the County"s flair niark.el, VillLIC appraisat prepared for I condenuiation pUrPOSeS -without the consomt Qf the 0-wnl�r. If the cost of thQ right of way . . I I . - � a 't previo I aQquisition exceeds the arnoun usly contributed, theti the Owner shall relinburse, the . . . I I QPLuity all SUCh MeSS costs �wi.thin. thirty (3 0) days upon request by the County. The COUnty � I I .. I . . I . - I . I . I . . I Shall refund to the Owner all. excess contributions upou. complet[on of the 1,-:tnd acquisition. . Comr)letion of the Phase I Road Improvements. Within fifteen (15) months . I . � � . I I � I * f i .ing perm �it for a commercial bit' Iding Nvithin the, lands subject after the kSLIance ofthe fir,SL b,uHi I I I 1, I � I - " i to th(�,fir.st con-u-nQrQlat subdivision plat or site pLan within the Project, or prior to the issuaricQ of I i a, certil'.1c4te Of OCC.Ltp�,aliqy I'm sucti building, wh'cliever k Q---arlier,, all of' the Phase I Road . . I I 1, 1 - - .1 . I I � . ... I I I .. . I Improvements shall be acceoted by VDOT.for pubfic use or bonded for- VDOT's acceptance if , � I I SUch Road Inipmven.ients are a primary highway, or accepted by VDOT for public use or bonded . . I I I � to th�-, Cowity for VDOT's acceptance if such Ro*ad Improveraet . -its are a secondary hig4way. � I I 11 I I . . . (b). Phase 11 Road-Im p rovem eats. Prior to approval of the first site plan that ... . _. .,_ I . I . . I . I � � I - WQUI.d authorize t1w, aggrc�gate commercial, office- and hotel gross floor area as shown on Sheet A I I ith i n huadred ninety thousan �Q:e(, Owner shall Wi . - thQ Prqje-ct to exceQd two I . . I I . � .. I d (290,00) .squarQ f . . . I . . I qbtain. al.] ztssQciate� Permits and post ,atl associated bo,�nds required for the cortstruction of the fo.Itowi.ng..(Q,ollectivelv,.the "Phase.-II...Ro.."Id. Jill ve- � ment,$)�,.. - I .. . .1 � ...., . I I . � . . . I I pro� .). � . I I (1) Middle Entrance on U.S. Route 29 (Nqrt4side Drive F,ast/ SR J51QJ, (i) U.S. Route 29 sou - - Q.011'struction of a Q�Qnt' 1. � . . olbowld I � I 111LIO'Lls I I .1 2. �fbot W1 I .. de through tarie (with sboulders, or gu.ard, .rail. ,as may be requirod by VDOT) starting at a p I oipt, that is 1000 feet north of the MiddlQ- Entnance and extending -to the point whe � .. � . . � . I I I I 11 .re it, I ' cminects Nvith the portion of the lane constructe.0 pursuant to Section 5.3.1(a)(1)(H). I . � (1i) U.S. Route 29 Southbound - construction of dual left tum taws with taper. . � (ii,i) U.S. Route 29 South -bound - construction of a ri,g . . . I I . . 1, ht tura I I I . I I t.aae with tapf,�-r. (iv) U.S. Route 29 Northbound - con;stTuettion of a right hand ,. I I � I � .. turn lane at theMiddLe Entrance, the-geornetrics of which will be subject to V.DOT aPproval. I (v) U.S- Route 29 NorthbQund - Qonstruction Qf le,ft turn lane with taper. I (YI) SR 1570 EastbQund - cQnsttuction of or restf1ping of lanes to result inseparate left, through and right tum, movements, (vi.i) Etitrance road Westbound - installation of a traffic, signal I C5 ,Yvith 9 ph(ase timing, video cletection. and � sso6ated improvements on'U.S.Route 29. 1 . . I . intersection 4 1 (vi.ii) Existing crossover at Cypress Drive -COMtrUctlon, to close � the crossover, . (ix) Frontage road from Cypress DriN,,e to SR 1570 - construction of a, public street to serve properties currently accessing U.S. Route 29 through Cypress Drive. (2) Northside Drive East betweQn U.S. Routo 29 and .North Pointe I Boulevard as shown Qn Sheet D-1. I Completion of. the.phase 1.1, Road Imt)novemeals, Within fifteen (IS) rn.onths . . � I � _"��"Rwuqv"_ . I after the issuance of the first building permit i wi-thin the lands Subject to the first . I -for a buildtn� I *bdivision plat, or site plan that wo ul su I e aggregate com.merdial, office and hote-1 .gross floor area as shown on Sheet A within the Project to exceed two hundred nin-e-ty thousand (290,000) square feet, or prior to the ISSU,ance of a c.ertificate of occupancy for wiy building that I Toss floor area to exceed two hundred ninety Aliousand (290,000) square feet, . I whichever is earlier, all of' th(� Phase tt Road .Impro,verrient,s- shatt bc accepted by V.DOT for ,. . I . pUbfic use or boadcd for VDOT's acceptanQe i such Road Irnprovern.ents are a .primary . I if I � . lilghway, or accepted by VDOT-for pubtic use or bonded (o .the COL11-Ity for VDOT"s acceptan,ce if such Ro act improveritentscam a secondary high.way. r_- As it relates to the Neighborhood lvv*estmen-ts Property, Proffer 5.31.1(c) is 0 '. .1 . - �. I ... I .1 I _. I . . . � ..._.. ' , , tort, - b �Nl- rep.l,c�ic'e,(I,c'i.iid;at,n'c,ride.'d'*cis'se't'f' ' 11 Qlo ' I -_ I ' ,' -' , (c) 114i.ase I ' It Road Improvemews,. P,ri.Qr to approv-at of a subdivision plat or � . site.plan for any developm.ent of the. Neighborhood Investments Property or any portion. thereof., I Owner shalt obtain all associated permits and post all associated bonds required bor the . . t I � cow-truction ,of the following road. improvements (cottectively,. -the "Thase HI Road I � I _1rnprovQ-mQnt:s") to the Qxwnl any such road improvements have not already been comp.1c,-ted, (1) Northerni-nost Entnuice (opposite Lewis & Ctark Drive) on U,S. � . 8,0LIte 29: (i) U.S. Route 29 Soutlibound - construellon of left tum lane with taper. (ii.) Northwest Passage froth U.S. Route 29 to the south property 11ne of'rax ,N/tap 3.2, Parcel 22K as shown on the Application .Plan. 06) U,S. Route 29 NotilibOlInd - construction ot'a right ,huid tUra lane., the geometrics or which will be subjea tQ VDOTapproval. . 1.1� (iv) If the traffic signal to be constructed. by others is in place prior to Owner commetwing work on. thi's Northernmost Entralice and SLICh traffic Signal ontv t::, I � I - � includes three legs, Qwne.r shall. add the fOUrth leg to the signal, which shalt include ;additional n-last ai'llis, signal heads and ancillary equiPment ,necessary to support Northwest Passage's use . I I I � I I . I I Of the intersection, as determined by VD0T. If such traffic signat is not in . lace and the � P vehiCldar traffic generated by the PrQject c*auses, the VDOT sign.al Nvarmats to be rac;t, a.rid VDOT requires that a ttaffic signal be iristalled as a condition of the entranc(� peri-nil, Owner shall Install SLIch traffic sigaal, (2) Withii! twelve (12) months after issucance of the bUilding pc : I 4'D .;rinit fQr � �, construction of the elementary school on the School Lot, and If not al�eady completed, Owner will complete the improvern,ents set fiorth in Section 5.3. 1 (c)(1) above. COMOletion of the Phase 1.1.1 Road Improvements. Within twe4vp (t2) months I I I----- � . I I afiQr tlie OCC-Urrerice of the applicable event In Section 5.3.L(C) which required the Owner to . I . obtain all associated permits and post all associated bonds required for the construction of the . provenwn I . . . I ,. - .ts, all of' the, Phu,5e Ill road imp-rovements shatt be accepted by VD071' for publiC Use or bondQd ror VDOT's acceptance if such Road lmpro,verneTits are a priniary highway, or acQ,epted by VDOT for public use or bonded to tho County for VDOT's acceptance if such Road Improvements arc a seconda-ry highway. . 5.3.2 Upon request by the County, OvNtrier shall make acash contribution to tile County . . . I . I or VDOT for the cost of a cable. or Wireless radio systein that will link one or more of the signals I . . between Lewi,q and Cl.ark Drive and Airport Road; provided, however, that the total cash , contribuLion shall not exoeed thirty-five -thousan4 d-otlats ($3.5,000). Subject to matters of force rt-iajeure, if the COLInty does,not request the furids, or does request the Rinds but the construcfi I � - . � � ion of the system does not begin by thelater of December 311 . 20 1 0 or three (3) years after � . . . I , . . cornpletion ofallof the Road Improvements, said funds shall be refunded to the Owner. . I � . ..1. _..... .... I .. .1 - I., . . I—— .... _... ...- .. - .1 .... . . .__ _...__.._., _____..1.__. _11.__._.__1.._._ ''..... _. .. ... 5-3.3 'Prior to the approval of plans for improvements at any U.S. Route 29 intersection, . . � � I ! . Owner shall provide VD01* tuaffic'signal nctwork timing plans that VDOT f.trids acceptably � address the 111.1pacts Qlf the propuscd traffiQ signals for peak traffic ped . . tods. 5.3,4 Regional Transportation,Study; Cash Cont6bution.. TH'IS 1!R0FFER_UAS BEEN SATISTIFA), Upon request by tile, County, Ovy-ner shall make a cash cotitribut-ion of one hundred thou.sand dQUars ($100,00.0) to t1w County .for the purposes of funding a regional . transpartation study for the ROLIte 29 corridor, which include-s the South Fork qnd North Fork of . I , � I the Riva-rina River and. the Holtymead Growth Area of which North Pointe is a part. The contribution shal.1 be .made, within thirty (30) days after requested by theCounty ai . .. . , I nytime after the rezoning ' � . is approvcd. If the requcst. is not made within one (1) year after the date of approvat of I the .first final site pl4n for the first commercial building within the. Prq:lect, this proff'er shall becorne null and void. If such cash. contribution .is riot e-xpend,ed for the stated purpose within three (3- )) years frorn the date the funds were contributed to the County, all unexpended funds shall b(� refunded to the Owner. � V1, OPEN SPACE ARFAS AND GREE NWAY 6.1 ' Pedestrian Pathways. All pe�destrian pathways shatl be classifwd ,as shown on the Pedi�slrian Pathway Key on Sheet G ,,-Lnd, except for th,e pathways to be constructed by the ' . i I I County, shall be shown on the subdivision plat or site plan Cor the underlying or adjacent lands . within the Project, The pathways shall be cons-trueted, by Owner as Ct.ass A or Cla-ss'13 trails as I � I I identified on Sheet G, -Lind -in ac,cordance with the applicable design wid construction standards in the County's Design Standards Manual, ,Such construction.sball. be in coqjan.cuon with the I . I I i improvoinents for the subdivision plat or site, plan, as flie case may be, and bonded with the ' s-treets if tht� pathways are a subdivision improvement, or vNlith a performance bond if the . I 1. I . 1. . pathways are- a site plan 1.rriprovement. The pathway shown on Sheet G along Mat Bnwieh, north I . . � . I I I and wuth of North'side Drive East shall not.continue throug4a culvert if a oulvert is used fo the .. I . . I I . .r I strearn c-rossincy. The pathNNva'y i.ritended for thQ cUlvert b6wQQn.Rark.l3-',4nd ,Park F under N h I Z:> I ort . � .. I 1. I � � i I ' Pointe Boulevard shall conform to the appticabte sta.ndard�- in V.DOT's "Subdivision Street . Guidance" aad Own - I ' . I . er shall ina.intain the pathway. it it Ls not accepted by VDQT for rnainterianc-e, 1 6.2 La.ke. Upon request by the COLLnty, Owner shal I dedicate to the County the lake shown on the Application PI -an for public use,, provided that such lake will. be available for use by . I I . ' Owner for stoxmwater mwiagemenl as desc.dbcd in Sheet C to tk Application Plan entitl-'ed . � "Stormwater Monagement wid'Stream Conservation Man" (".Shee�t C" . I . I I . ) V11. THIS SECTION INTENT1,0NALLY DELETED � I V111. PUBLICINFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Library. - I � . I (a) - , 'U pon:, request- by''tho Co-unty'., 0 wher *S tfall, dodicate tb tho''Coutity"t ,f��, , sim.PIQ interest in the land shown on Sheet B as a.library, consisling of a 1.5 0.00 square foot fully . . . I . �� . . . � � graded pad site, with. Lititities, -to accommodate a 12,500 square foot bull.*- Jing fbotprint, a -firve � . - , I . � I I I I � .1 foot perimeter strip arid up to a .2-5,000 square foot buHdi -x,otusive . I i ing, together with a none W easement to the adjacent. common area .for ingress, egress, 0.011SMIet , on. stagi , I - I .. _ I ., I 1. . ng and sufficient � . County Code re . I . cluiredparking, storaiwater, detention and watei quality facilities for die, location . I . (if a freestanding Jefferson.-MadisQ Re, iQnal Library 41id sue other uses that. are uompatible 0 . - . . , t'l 9 , . I _ � 1h- I ' . with the. proposed surTO.Unding uses, as determined by the County (the "Library, LQt"), 11-i I . .1 - Notwithstandiag the terms of the prior sentence to the- contrary, if the require=ents for the library , . building reqUiCe, a larger building footprint, the. County may authorize the libraTy building 11 I I .. . I I . . . . , - footprint to be larger than as.stated in the prior sentence, provided, however, that the -size of the I area shown as "Park H" on, Sheet B ("Park H.". and/a tjiQ size o - - I . � I - . ) . .r f the. adj acent parkii . � I I . � . , 1. - ig arca immediately north of the Library Lot ori Slheet B (,the "Library Parking .Lot") shall I be 40j usted � � . I accordingly to accommodate �suchlarger building footprint. The Owner sh'all.not . be responsible for any utility tap fees but . Owner shall c'orri. � .) . I 1. . , plete construction, of the Library Parking,. Lot. arid � I I other parking areas, st-,:rving tbe. Library Lot. 'Thc� Owner shall permit t e Count . y to use the I . h . Library Parking Lot and/or, if not alr ad � I purposes of constructi011 . 2z� � ..C. , Y. CORAEUcted, ,Park 1-1, for I . I , I I I I , staging. Within twel.ve (12) rrionths after written notioe from the County that it intends to b,eg4i I ' . construction of, the librar,y, the Owner shall make the access roads 'and . the. area of the Library Parking. Lot available witli at least a four inch compacted, stione, base f0T LL.Se as access aud . . - I . I . I 1. . � � I . I I construction staging. Sucla street access serving the Library Lot and the Library Parking Lot -_ - . � . I . I shalt be completed and available for we no later than ten (H). months aftQ.r issuanc,e. of the �YHI () r 0�4 V_7�kr _e� ' A ,e� -1 S_ ____NLLINS e__-� WSCO)TT R. Z 0 �_� ,C--) Lic. No. 035791;�� 1.6 0111 5/16/22 ", I 0�`ks'�IOIVAL Y1:0,k�/O) 'S . z Z) 0 U W -1 0� Z < 0 �-� LU co _J P-4 < U) 0� U 0 V) [__ z LIJ z 0 Z 11 0 0 U) " W I." " '" 2: > co UJ ::) (A Lr) M CL U) > U_ J < �_q F_ UJ I 11--i 7a4EL 9 UJ C) r14 !�E - 0 %D z I . ! L9 CY) CL V_ r*-_ LU CY) C6 CY) �_ 1-� (if) (N MENEM 14 1 CY) < 70 It I N 14 LL. C) CY) I W CN CN < W< > Lu (if) � W < .J �r z _J CL > U) LU HEREM W r__1 U) �_ z cl� L9 0 J 0 UJ ry P-1 �- LL LL z< r U 0 0 LU ry U) 0. WI �� I W U) F_ I- D Ul U) I LU � �_ 2: zW W �_ b� 0� �__ < �� U) CL �_ �_ < W LIJ . ry �___ J0� z < (D 1�-� 0 C) CL n C) N �r U ne LU ,_ U 0 LU r_1 Z _J �_ 1_� ,__ t-u iDc� 0 0� M UJ _r Jur) JOB NO. M 182150 SCALE ASSHOWN SHEET NO. 2 b�uilding pormit for tfie library, provided, however., that asphalt pavernent in areas used for . . . . . I I � � . I I 11 con.struction slagilicr by the County shalt not be required to be installed until thirty (30) days (or . C7 � I I � . . .such. longer reasonable time a I s nim, be nr due to ,�Nleather e nditions) after the Count),, has . I . . . I 1. 11 01 I 1 � � I- . . I . � 1. .? I I I . � removed its constrUCtonretted. materials and e i I I . . . I I - .. - quipment. Upon the request of the County, . . Part H sh 11 also be dod'Q,ated to public Use but the Owner shall not bQ- respoasible t:,Qr . .. . , a-, , I I.. 111.1 . I I . � . I I � . . .. . 1-naintaining su,6h, park.. Owner shalt be respon 'ble- flor rn . st, wintenance of the Library Parking Lot � � � � I . 1. I . and,oth er. . ing spaoos serving the Library Lot and the County shall I -Lave. no obligation to be a .. � . I . park', � I I I . 1. .. I . . � . . I � I I i-nember-of any wner's. ssweiation. The County's request fo . r dedication of the. t'and for the . . 0 a 1. ' . I . . 1. I I . I I , I I . - Library Lot and .Park 11. sh4l] be .made within tl.-w-ee (3) years following the later to occur of , . . . : . �_ * � , . ' ' i (i) isstuan.ce of the t1irst residential building perinit within the Proje,ct, (it) Owner's complQ.tion of .1 � I . � .1 . - - I . . I . ; . th'��Jnfrastructure (iiiQluding but not litilited to streets, water, sewer, electric., gas) required for tlie I � I , I � . � . . . i use of the Libra"ry Lot2 or (iji) December 31, 201 6 (which December 3 1, .2016 deadline may be . � :� � � I -1 I I � � I . extended by wtitten nititual agrlce�m,cnt of the Owner and the County). If a request -for such . ' I ' I I dedicatiou, is not made:within three (3) years following the, later of these dates, this proffer will - . . . ,.. . . I I., I I I � I I be ault and void,,. ,(b) Green .Roof. In ,the event that the requiromerits :for the library building . . . I I . require a larger building footprint, and the County olects to authorize the library building 1. . footprint to be larger than 12,500 square feetpursuant to section. 8. 1 (a) above, a,nd in the .further . I - I . . I I I event that Ahe building is developed as a condominium and the County requests the Owner to a$sWTie owilership for a portion of the larger building, Owner shall accept Such Qwnership at a I , . . I . � . I . :reasonable price upon which the part' . I . I I I � ies may mutually agree, and shalt contribute to the County, I . on a pro rat . a. basis based.,on the proportionat,size of the portion of the tibrary building owned by . � . I . .. 1. . . � . I . the Owner re1ative to the size of I the library building as a w�ole, the cost of designing and I I 1, I I I .. � . . I I I -onstruotil h I . �c . ag-suc ,buildinR.. 1',hese.colst,s.-,Illay..iiiC.Lt.Lide ir.desir�,-d_by the._County�_installatioa ,o,f.,a 1. . .1 � I .1 . I I �� . . I ., . �-j , - I I , . � I . gxeen raof," and any additional c.,xpenses associated with structurally ,reinforcing the roof as . qe-Qes.sary to support th..e gree,n roof. Within ten (10) days after.receipt of' a request for payment . � . b),t the Counity that is accornpanied by documentation to support the progress payn-tent amount cas . . .. . I . . � I . � . provided ill, the construction contriact, the ONvner shall submit smh payments to the County. I � ' . . . Alternatively, in the event the Count i � . ,... y ele,ets to design the library building as a Leadership in . . I � I . . � . I I Energy and EnvironmentalDesign ("LEED") building, the Owner shall contribute to the County, . . . . .1 - qn,capro rata basis based. on the proportional size of the portion of the librarybuilding owned by 1. I . 1. . 1. - . I � I I ' I the Owner relative to the size. of the library building as, a Nytiole, the .additiomll costs of . I constructing the Itibrary building toobtain LEED certification, for the building, Within ten (10) . . I � . � . days atller receipt of ,a requQst for payment by the County thatis -accompanied by documentatiQn I . 1. , . I . .. � . . . . to .slippoet the rogress payment amount as provided in the.construQ-LiQn contract, the Owner shall ... 1p - I .. I . I I . I . I � I � st.ibinit such payments to the C � ounty. 'FhQ design of the green .roof, or the criteria ittilized to I I . I . i I o . btain the-LEEM certlfitcation as a licable. I I 1011. � � . . .. . . _1 I ppl , . , shall be in the County's discreti � . I � 8.2 Affordable 11.0u.sin . Su�jcct to the te,rms and conditions of this Section 8,2, the . . . I � Owner shall. provide ainin't T r-sale" residential dwelling units as affordable . I .. ,% 1 . �. 1. I num, of forty (40). " 0 1 . I . I � I I dwelling unit$ i i . I . , ,a ,rninimum, of si,vt �-six -ren " residential dwelling urnits as affordable .. .1 � I � . I � . ,,. ) (6 6) " for _f ... 111. I ., . . � I . I I . I d wel lin v- units� and a n11*111'ML1M,0ff0u.r (4). Carriage House, Units (as Carriage H04LISe Units are . � .. - ,. . .1 I I . . . � I I . . . defined, in Section. 8,2(d)'). The 'forly (4 0) '16r- sate" residential dwelling units shall b.Q comprised , . . . . I . I 1. .1 .. . I I I -1 I i i i i ofthe fotlowtng types of dwolling. units: twelve (12) frorn multi -family; twelve (12) ftom "other," I . . . I I I I I . 4 . (Con8.1st-ing oflownhouses, duplexes, attached housing, condominiums in the eommerQial areas I and other unidentifwd housing types); and sixteen. (16) froin single family detached, each at the . . I the pur ose deseribed herein, but shall, by January 30. 2017, or th rty (30.) day,s after such later �� . 1P I 1. I 11 . I .1 . I -) 11 - I., i . . . date, contribute five hundred thousand dollars ($500,000 1 ) cash to the County to be used by the � I . . � I . I I . . . . Count for projiects iden I I Linty's C . IP reaso nab ty .related to the needs of the North . ly .1 Mfled ha the Co. � . I I . 1. � . . 1. * Pointe con-ifflunity, and in such eveat the School Lot n-tay be, Used for other residential parposQs 11 I . . - I I 11 I I - as.approved by the County after rec Liest by -in, amendment to the Application Plan, . .. . . � � I I . Owner for C After dedication and before the County LISCS the School Lot .for a. school .or t'or park and . � I * . 'j.-ecreational.purposes and if .'requested by the County, Owner�s.�halt rnaintain.the SchoolLot u . t*t �. I I . I- I 1 .3 1 1 - 11 I . I I I . . I � . I . I.. 14eqm.s.ted by thc*�Qounty to no longer do so, subject to the Owner"s right tO. Q . ... . . � . I I , I I - I I I =I'LlSiVe use ofthe I . . � . Schoot Lot: for park and. recreational purposes. Such park and recreationat purposes shall be onty . 11 I . I - . I . I . . 1. . tho.SP uses Shown on anapproved -final site plan or subdivision plat for the area that includes the , . � . I ".. : I. . 11 I ... .11. .- I I i School Lot... U I- on bpi.ug requ:estedby the CotwLty, Owner shall. cease all Lise. and.maintenance of . p . .1. I . . - . I . . . I I � . I I I . . I -, �the School Lot and reri-iove all improvements established by Owner that the County rcquests�*be . V I � remov e.. d. The County sh,all not. be obligated to pay Ownerforany improvements establistied by 1. �. I I.. I . I . I . � . � . � I - Owner that, the County retains. The deod.of dedication for the :School Lot shall provide that if I the. County accepts title .to the School Lot and then doQs riot construct either 4 park or a school I . . 11 I I I . � , . I . 11 . I I I . i �. %vithi.11 twenty: (20) years l'ollowil-ig the date the Board of Supervisors approved ZMA 2013- . .. I � I . _ , ' .00007, then upon Owner"s request. title to the School Lot shall be transferred to Owner at no expense. to 0'wner. . 9.2 Bus Stot) Turnoffs, Bus StoD ImDrovements, and Bus Servle,-C., (a), Owner shall construct tQ-n (10) public bus stop turnoffs as shown on the . . L Application Plan-, or otherwise. two (2) in the southernmost residential area, four (4) in the L I . - L I . I . . I � I I . . . L C1�0Mm.e=Jaj_ areas ,and, f0lir (4) in ttw other residential areas, each -in a location mutually I Aeckptable: to, .Owner . and .the.. County- The -'bus - stop. -turnuffs ..shall -be .approved with -street . ,- I � . - 1, I L . 11 I I I . . I I .. L . I corts � I truction plans for the Pr ject and bonded and constructed with the streem L 0j , , L N Lipon therequest by the County, Owner shall contrlbutQ.� tho total suln. of , � . OL11 L I deSL' a L twenty. five thousand d Cqrs ($25,000) cash toNvardS the ign, nd construction of Lthe above . ' L 1. . L.., .1 I - .1 . L. . . - I I L . L I . .1 L I I 11 � I I . I . '$top L' ground bus,. improvements such as benche& and shelters meeting standard's establishedby the . . . .. I . . . I . .. I CoLl.ntv at .cach bus sitop. If the Courity (toes not requeStLthe funds., or requests the�unds but does . '. L I I I L I I I I . I . I I L. .11 L 1. L I . L . . ... not Construct the bus stop improvements by the, 14'tter of December 31 � 2015 or three (3) years , . after c()Mpleflon of the road network that includes the bus stop tuTnoff tl s bject to matters I L . .. I L -1 . S, len, u I I . I of force majeure, the� u1nexpended funds shall, .in the discretion of �the County, either be returned . I L . I '', . I I . . I � . - . � - I . L I I I to Owner or applied ,to a project identified i-11 the County's capital improvements program within .1 . . . L � _ or adiacent to . the Project.that bene-fits the Project. '10.. 1 11.11 . . . .. . . I L L . I . I (�,) Within thirty (30) dcays: cafter the intro-&C.60.11 of public trans ortation to L . 11 . ., .. � ' L � .1 L . . . . p I . . L I L L . I . I L . I the Project, Owner.shall contribute twenty-five thousand dollars ($.2_,G0L0) cash. to. the County to I L I . j L . .. I I � I -) I . . L be Lused for' operating. expqnscs rel.ated to sucti service, and shall thereafter annually contribute I L . . . .1 I I L I . � . . L L L I I r I , wenty-FIve Thousand Dollars ($25,000) cash to the CoMity to bQ used for operating exp L enses . � , L . L related to such service .fo r a period of nine (9) additional years, such that the total funds .11 I L L I . . 11 .." I L I , I . . . I . . I contributed to the County pursuan't to this Section. 9.2(c) shall not tx,ceed Two Hundred Fifty . le A - I I L . .1 . I , . . J L Ttiousand Dollars �($250,000), If the -introducti.011 Of Public L transportation to the Rr ject does not L. � � . Qj I I L comMenlee by the later of ten (10) years after the Board of . Supervisors approved ZMA 2013- . I , - , . I I L � 11 . I I I I . L L 00007, or sevell ) L -o ancy for the I . , L I L (7 years after the date of the issuance of the first oertificate foccupc. . . I . - tLrs.t oonimercial building within. the Project, this Sectio - . I I � � I I L . . I I _n 9.2(c) shall become nult arid voidi . L . L I 1 I � 'L . , .. , I . . IL . . I sate prices and under the terms and conditions set forth inthis 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 -Sate Aft"ordable. Units. For .inulti-t'amily I and "other" for -sate affordable dwelling uni s ts within the Proper-ty, such. affordable units shall be I . affordable to househol.ds with incomes less than eighty percent (80%) of the. area median family , I . I . Income (the "Affordable Unit Qualifying Incom-e"), such. that -the- housing costs consistitig of . I - I I principul,, interest, real estate taxes and homeowners insurance, (PITI . ) do not exceed thirty percent (30%) of the Affordable Unit Qualifying fficome, provided, however, that in no event shall th.e selling price. of s . uch affordable units be less than the greater of One Hundred Ninety nousand Four Hundred Dollars ($190,400) or sixty-five percent (65%) of the applicable - Virginia 1--lousing Development Authority ("VHDA") maxiMLLM tnQrtga.ge for fitst-ttime hQrn.Q I I buyers at the beginning of the 90-day identification and qualification period referenced in Section 8,2(t). (b) Single Family Detached. For -Sate Affordable Units ("Moderatety-Priced � � . I U . For singte fam . ily detached for -sale affordable units within ti-te Property ("Moderately- . . I . . Priced UllitS"), Rich. Moderately- Priced Units shall be affordable to households with incomes ,less than one hundred twenty percent (t2O%) of the area med.lan 'family income (the I I I . � � "'Moderate ly-P ri ced Unit Qualifying Income")., Such that the housing costs con I sisting of PfT1 do not exceed thirty percent (30%.) of the Mode:rately-PriQQd Unit Qualifying Incorlie, providect, 0 however, that in no event shall the selling:price of such Moderate ty-.Prl'ced Units be required to I I , � , . � . be less than the greater of Two Huadred Thirty Eight Thousand Dollars ($238,000) or ei.ghty . percent (80%).:.of - the ,applicable, VHDA --maxim- Lim -mortgage -for first,tinie. .home buyers- at -A -le beginning of the 90-day identification and qUalification period referenced in.Section 8.2(f), , I . I . . (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 th,Q uaits are sold as low or moderate cos . t units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housinu and Urban � . I C� Development,, Section 8, whichever comes first (the "Affordable Term"), such units shall be rented to households with incomesless than the Affordable Unit Qualifying Income, ,No for -rent affordable unit may be counted more than once towards the number of for -rent affordable I w required, by this Section 8.2. � I . (i) Conveyance -of Interest, All deeds convey , ing any interest in the . I � for -rent affordable units during the Affordable Term shall contain language reetting that suc.h I I I * ' . unit iS Subject to the terms of this Section 8.2(c). In addition, all contracts pertaining to a . I I conveyance of any for -rent affordable. unit, or a.ny part. thereof, during the Affordable Term, shall � contain a complete and full disclosure of the restrictions and controls established by this Section 82(c). Prior to the conveyance of any interest in any f'or-rent affordable unit during the AffQrdable Term the then.-GUrrent owner shall notify the Count in wriling of the conveyance I 1. . : 11 11 A .. I 1. . y , � I I � . I I nd proide. the name, address and telephone number of the potential. grantee, and state that the I . requirements ofthis S.eotioii 8.2(c)(i) have been satisfied. X. ACCESS TO ADJACE NT PROPERTIES 10A Pedication. of Right -of -Way -Extension. to Parcel 22.E. Unless the dedication I 11 Of' pUblic rIght-of-way and the construction of such street are required iq conjuaction with the . � I . - I approval Of R Subdivision plat under Albemarte. County Code § 14-409 and ,.,related sections, or their successors: . . , - Owner shall reserve thefift.y (50) foot wide right-ofway located within the area shown . on Sheet.13 and identified as a. "5Q' �R.O.W. Reserved for f"UtUre Dedication" connecting a right- of-way from the proposed middle entrance road 1n10 North Pointe to the Southern Property I'lle Of I � - I I . 1 . Tax Map 32, .Parcel 22E (""rMP _32-22E,"), Prior to the issuance of a building pert -nit .for . I I "I Building -32 as shown on the Application Plan, Owner shalt record in the Clerk's Office of the I . Circuit Couil of Albeinarlo County, a current, irrevocable deed ot'dedication dedicatina to pubtic � t:) i use .for ro-ad purposes, the area labeled '"50' R.O.W, Reserved for Future. Dedication." Owner I I - i acknowledges a 1 is not part of a subdivision plat approved by the County, such offer Qf - . C> Lh t if .it I . - I dedication must be first reviewed and approved by the Board of 8 i s and accepted by . the . I ., . upervisor ,Board,. Such deed of dedication shall inClUdQ. the following conditions: (i) that TMP 32-22E' sh,all have been. upzoned; and (ii,) that prior to its LISe -for road puq)oses, there shall have been constructed on the land so. dedicated a road approved by the. County and accepted by VDOTI for Public, use or bonded for VDOT's acceptance. At the time of - the c.onstniction of the access road serving Buildin 32, the Owner shall construct the intersection curb radii or the road serving . g -) I I I . TMP 32-2.2E and extend construction of such road for at least a minimum of'one hundred (100) Ceet from Northside'Drive East. The Owner shall also place at the end of such extended road, a 11 4 sign, approved by the County, advising and notifying the public that such ri.ght-of-way is the I . . Location -of .a.. future ..road ..extension. - .Owner. -shall grant .temporary .constrLiCtion .-easernents ..as doterinined necessary by the County Engineer to allow for the road to be extended to TMP 32- � 22E, which constructioti easernents shall be on Owner's property and outside of the dedicated .- . I It ,h -I -ients shall be right -of' way, and shall be establis ed by the applicable site plan. No. in. proven . . .. s . I I � I � I . I located within the temporary construction easements until construction of . such road has been I . I I I completed. *10.2 Access to Tax May 32A, Section 2, Parcel 4 (current Northwoods Mobile � Home Park Property). Unless the dedication of pLLbl io right-of-way and the construction of ' such street are required in conjunction with the approval of a subdIvIsion plat under Albemarle I I County Code § 14-409 and related sections, or their successors: I - Owner shall reserve an area in the.location labeled "50' R.0,W. Reserved for Future, Dodication" at the eastern end of the main coininercial access road froni U,8, RoLite 29 on I I I , . . I � I � . . Sheet B for access to, Tax Map 32A,, Section 2., Parcel 4 ("TMP 32A-2-4"). Prior to the issuance . of a building per-mit for Building 6 or BuildIngs V'l through V6, each as shown on the Application Plan, whiche.1ver is earlier, Owner shall record ,in the Clerk:'s Office of the Circuit I Court of Albemarle Couilty, (I 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 Qffer of � I . dedication inust be first reviewed -and approved by the BoaTd of Supervisors and accepted by the . Board, Such deed of dedication shall include the following conditions: (i) that TM.P 32A-2-4 shalt have been upzo.ned; and (1i) that prior to its Use for road purposes, there shall .have been . � (ii) AnRual Revortiul. During the Arfordcable Term and within ninety , � . . I ' (90) days flollowing the end of each calendar year, the then-carrent owner sliall provide to the . I Al,bleniarle CoLmty Housing 01'rice a certifiedannuat report of all �for-rent affordable. UnItS for the � immediately preceding year in a farm and substance reasonably acceptable .to the County ' IIousin,o Office. Subject to all federal, state and local housing tmvs, and upon reasonable notice � Z:k . . I . during the Affordable Term, the tlw,a-current .Owner shall make available .to the Count), at I the then-CLU'rent Owner's prelui.ses, ifrequested, any reports, copies of rental or lease -agreements, or I . . . I . ining to rental rates as the County mayreasonably require. other data pe,itai i I . � � . (d) Carrim-ye House Units. Carriage House Units shall meet the requirenAetits I . for a single fainity dwelling as defined in the Virginia tJaif'0rni Statewide Building Code, shall be On the same parcel as the primary dwelling unit to which it is acces,'-s-ory, and all . ' sh� -not be slAbdivided from the primary residence.("Carriage Rouse Units"'), The subdivision restriction I I I shall be illCkided on the plat creating .Such parCets and be.incorporat.ed into each deed conveying I title to such parc(�,,,Js, (e.) Each Subdivision plat and site plan fior land within the Property which . ITICILides zaffordable units (which, for this Septi.on 8.2(e) sh,atl include, Moderately- Priced Units) . . . I . . . I � shall designate the. lots or . units, as applicable, that will, subject to the ternAs wid conditions of this proffer, incorporate affordable units asdescribed herein. The 1-irst 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 rnininium of three (31).such affordable dwelling units per year. Bach Enal subdivision plat and final site p1lan also shall inolude a running total. of thQ number and percentage. -of affordable units preViOLISly provided --and --proposed - -to -be provided. by --the I subdivision plat or site plan. For purposes of 1his Section 8.2(e), such units shall 'be deemQd to I I , � � .have been. provided when the subsequent owner/builder provides written notice to the County . I I Housing Office or its designee that the Lmit(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 dwetlilAg u-nits in a sing. le year, the Owner may "carry over" or "bank" Qredits for such affordable units� such that the addition,al affordable units whichexceed the niinl'murn annual requirement .. - may be allocated toward the min' umber of affordable Linits required to be provided for I . I .. i ni uin n . . I any future year. T'he maximurn nUmber of aff , ordable unlits 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 writ -ten request: of the Owner, the County may -authorize, an atterriative process and/or schedule for the provision and/or delivery of such affordable units upon a determination . I ! that the request is in general accord with the purpose and intent of Section 8.2 and/or otherwise . 7 rurthers the goals of providing affordable housing in the Count). I Z:� . I � 1. 1. I . (f) Alt purchasers of the for -sate affordable units shall be approved b, t1le I y . - Albemarle COUI-Ity HOUSing OfrlCe or its designee. The subsequent. owneribuilder shall provide the County or .its desigtice a period of ninety (90) days to identify and prequali.�y an elig 'ibte . . 1, . I . vtiee pumhaser for the affordable unit. The ninety (90)-day periods,hatt commence upon.. written i � I fro.ni, the then-curre.nt owner/builder that the unit(s)wifl be available for sale. If the County or its I designee does not provide a, qualified purchaser who izxecutes.,a contract of purchase duriAig this ninety (90)-day period, the then-CUrrent owner/bUltdcr shall .have the right to sell the unit(s) without any restriction on sales price or income of the purc-haser(s), rovided, however that any I P I P coristrUCted an the land so dedicated a road approvQ,d 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 i h V6 the Owner shall construct the intersection curb serving Building 6 and Buildings VI throu.g � . .radii and e.\,tend construction of the ro(ad for a distance of ,at least thirty feet beyorid 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 ttiat such rtight-,of�way is the location of a .future. road extension. .After dedication and before the conditions of the dedication have been satist7le-cil . I I � I and ff'requested by the Count , Owner shall. maltitain the-, dedicated land until re ,ed by the . . I - - y I - quest .. I County to no longer doso, subject to the Owne.0 rgh to exclusive use of the dedicated landfor park, recreational, a-rid/or greenspace purposes. Upon being requested by the County, Owner shall cease all use and rna.intenance of the, dedicated land and retnove all i.mprovemeats I I e. stablished by Owner (if any) that the County requests be removed. Owner shall grant WmDorary oonstruction easements as determined necessary by the County Engineor to allow for � I I . . A # I I . . � the road to be extended to TMP 3 )2A-24, which -construction. easements shalt be. on Owner's � � . I property and outside of the dedicated rigTht-of-way., and shall be established by the applicable site � I I . I I . I plan, No improvements shall be located within th.e ternporary co-astruction easements until . C011SMICti011 of such -road has beon completed. I I X1. SIGNATORY 11.1 Certificate. The undersigned certifies that it is the only owner of the Neighborhood Investments Property, which is the s0ject of ZMA2013 )-00014. 1 � 11,2 The Owner. These proffers shalt rLLn with the Property and each reference to . I Owner within ttb��Sv-._ Pyu ... ff.'Vr,s sl- I C . I 4 ____.1_..__.__.1 .._.1....____..___ .. _ .tall...ill LLI,d�e-...)�'Y�ith�..�u�.,..i.ts�. -Ine-u al n g,_,an(f., _shai L b.Q .... bLu ling ... � . j an I . . I P, _, . I I Owner's successor(s) In interest and/or the developer(s) of the. Prope:rty or any portion. of the Property. (Signatme Pages Immediately Follow) C'� . I . Unit(s) sold without such restriction shall nevertheless be coun.t.0. toward the nuniber of - . I .1 , . I . � I I I I affordabte units required to be provided pursuant to this� terms of this Section, S2 The i . � requiren-tents ofthis Section 8.2 shall apply only to the first sale of each, of th aff � . I I . . � I . I e - b,rdablQ units.. I . .1 . 11 I I . (g) The County shall have the right, fromAime to time,. on reasonable , notice I . I and -subject t.o,att appticablQ, privacy laws,to inspect the records of Ovaier or any successors in interest fb.r thepurposes of as8uring CoMpliance With this proffer. � . I I 11 (h) Cash.Proffer. THIS PR,()EFLi'R HAS 13EEN SAII I W ,ithin.. sixty I I I I I I I I I . (60) days after the, Board of Supervisors approval. of ZM.A 2000-009, the0woetr shall causie to be . , I I I I 11 , I � ' Qontributed tlu-ee hundred thousand dolla . rs ($300,000) cash to the COUnty of Albemgle for the I I . I Albemarle, HOLISing Initiative Fu.nd or such other similar ftind as may be established or authorized by thQ County, The contribution shall be to �fund affordable home ownership loan . ' � progranis within the Project and other areas of Albemarle County, ine'luding. those provided by � . . non-profit housing agencies such as the Piedmont Housing All iance, Habitat .for Fluri.ani.ty, and I I I I I C� . I . - I the Albemarle Housing Improvement Program, If such cash: contribution is not expended for the I I . I I � I I stated purpose within five (5) years frorn. the date the fbads. were, contributed to the, County, all I . � . unexpended. funds shal I be, refunded to the Owner. IX. EDUCATIONAL AND OTHER PUBL.I.0 FACILITIES 9.1 Elementary School Site, Within two hundred seventy (270) days followin - y . 9 reqUeSt by the Count .hat.1 dedicate to the County the land shown on the, Application . - ,Y, Owner s � I � I . .1 . .Plan as "Elementary School 12.85 Acres .Schematic Layout", Qonsisting of a i , te .pproxima ,, ly . 1 12.85 acres (or a smaller portioii of such, land in the Courq's so,te discretion) (the ' - School .Lot"). I—— ... ..:.._.____,___.. __ ..... ------ - --- ____._.___....__. . ...... __ __.. _ -_ ___ ..._..__________ ____ ___-1. �,�.�.,-...-��l-------.-.-�...-�--..--.."-�..-�l--.-,.-��..� . . . ............ 11 ____.1_.___,.__._ _. � - - ' the School Lot shalt be gnaded and coin acted by 0,wni�.r to atnini'MUM of � Rrior to dedication, I p 95% compaction as measured by a standard Proctor test with suitable, material, for building I I I I I I I I 1 . I I � . construction as certified by a professional engineer or as otherwise approved b the County- . I . . - - Y .. I I � . . EM , I gineer to establish a Cult - y graded pad site to accommodate an elementary soho.ol. 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 shatl be installed,. Such improvements shall. bereasonably equivalent to those I existing at the recreational t7telds at Baker-Buitler Elementary School,, exclusive of any above I I ground. i I . . improvements. The pedestrian pathways as shown on the perimeter of the School Lot on the Application Plan shall be refle. ted on t � . . q , .he su bdv son -plat prepared by Owner creatingthe , I . I I � I I 11 I . School .Lot �and the pathways shall be installed when the site i,sl graded for the recreation fields, . The Owner shall provide all utilities to the Scho . 1 - I . I 11 . , ''. I ot Lot. The dedication Aialt '11CILIde ease -meats . across Owner's land .for access to and use of Storm Water Basins 5 and 10 shown on the I . . . Application Plan, together with all temporary constructiot . -t easements to allow Storm.water Basin. � , I 0 to be redes' t Igned and enlarged., if necessary, to accommo- date., � lie School Lot stormwaterjhe . . School Lot shatl be used as an elementary school s . ite, bUt if the County deter , nes that the 11 . I Mi . I � � School Lot willnot be used as an..elenientary school site , it shall be usedby the County for park and .recreational, purposes serving both the. North Po' -, con - 'on.. If the . . � 1. I I inte -imunity and the regi � County does not request that the School Lot be dedicated by the later of December 31, 2016 g - (which December 3 I, 2016 dQadli-ae may be extended by written mutual aLireement of the Owner . . . I I I . � - and the County), or three (3) years after the issuance of the first residential building permit withIR the �Project, the Ownershall, be under no further obligation to dedicate the School Lot for , '111s Proffer Statertient a,iay be signed.in counterparts and/or via facsitnite W,tt I 1I tl-Le Same P - I � full force cmid effect as if all signatures were oriprinal and on one doctiment. I g , ,. � -1 :2 r----, .-,4 , , ,:� . D,a t e r %2 .e- 'el A/ COMMONWEALTH OF VIRGINIA CtTY OF IUCI-IN40ND NEIGHBORHOOD INVESIMENTS - NP, LLC ,�.j / I Z", � '11�� I I �, ^� :�, , / 1.11 By: Z____�Iifl___,_�,�e�_, - � , /_� ! -11411--z _14�_<� I - _. ., RL _,�__i:<, � , By: 1 William Ft. Shewmake . I Its: I A len I __.,____ ]'he Undersigned Notary Public. in and for the jurisdiQdwi aforQsaid hereby certifies that I I I � � � I . � I . � William � I 1, Shewmake as Agent for Neighborhood InvestnWnts, - NP, LLC signed the faregoing Fro Ffer S tatemeyit bearing, the date as of �Wt re,�,�,_ -A,r�,, 20 t 4, acki-iowledged the sanic before me in . . I .y.jurisdicti'm aforesaid ou behalf Qf said tirnited liabibly �ompany. M . . I .. I.- .1 .1 1 1. I .11 __.. 71, . 11 .1 . . "', I .114-41- /' Ird- Al, - t A 2014. - , , Given under my hand this I 64-'-_4 ay of c "'' . C , il 111� JA ,ej,, ,V' - /, , _ ,� , , �,�(,�', _6� _ , . 7 P/& My commission expires-, V _"t,,,� I I , ;1 I IV �,_ /-I 1114�z ) I-e ,� / / --l-A (�,_ItAll Z#141 J-7,�/ '_ ,(-- i�,�,�1,11�t'll-IT;-(1(4-It-A��-- - [SEAL] _,______.. - No _______ f �61 tary PAlic I '90�.tk�`j Ill If, ,,,, ,,, . .11 w:i-f" 1�1 . , f`�, 1, ji,� ,,��. �, , %1., V p � [,A ,k I � I � ". �4;4 " f .. i " , ,� 7%. , I I 1\ , . , -�-�., _/ . .� _,"f,;�, -, " C ,�e� " �. , - " �? e;,-� / Notary Registratiou No.: A , ,e . � " . ", _/A, - �, , , ."P t, � - , - .* --'41 , -*,',��,�. �,Ie 41 :?:� L, � -. " . i; .- - � :,� , , , , , - I il- - _: - , .1 - I _� � �, l .- ol __ 11 I - ., .-. � -I .; .: �, I .k. C� �,F . . _�� .. " , V1 . � � - ', Z �,. , 7u- - --f:� ;' , ,:, "� 1, - , I - . . f- ,.' _T1 . , - . . I I , i � I" -� ,1 � ., .� :,4 1 1 ".,.. I i. .��: , � , 'i 1�1. � I " .� -. ,., � V " . . :� -11 , -11 " I .. , , 4.11 , , C-� -- - - � , . I ,. , ; 1,VX . I- . "". a �. 40 � .1,11 � I I -�` -,; 1��. . � "I -, I ,�, " I ; V , ��,, 1�? I C,T��l �:_, - , " '. ,� � . I f V_, ", , ,�� , ',�` , � '4) I , -1, ,�Z ''- , iffo-t,� .1 � ---u"..." . I VHf 0 r04 � �O7� X��" ' A X� �, ____NLLINS Z '#E ) T r, - I C� �_� 0 SCOTT R. �_� ,�� Lic. No. 035791,'hl� 'i A 5/16/22 ) ., 0 '�� 'I 0 _e �'S'�IOXAL _��A�W 9 . Z ::) 0 U U-1 --I 0� :::,- < 0 2: P__1 W 11 co V) �_� < C� U 0 V) �_ Z W Z 0 Z 1--j 00 �� 111114 V) 14 F__4 2: U) > ca Uj ::) C� U) " CL M Ll- > _j < F__4 Uj F__ "_4 W Z 9 LU C) tE r14 I'D 0 T--i � Ln , 11 ... " I :: : : p: :: :: ::: I :.:::::" ::::: I . % :: 11 :: . .. : . ; : 11 , ::::::::.. :: :::!,. li!::ii�!� X., X .: ,. ;: X ::X ::: , : , I : , 11 ,,,, ; .. `:1 ;, .. .1. : " .. ... ...'! .. - .1 , , , .. I:, ...' I ; ... 11'.. .......,.......",...,,..�-�...'.I :,I. Ul M I U 4_7 V , 0) N_ N_ co C6 0*) CN . qql- I N C) 0) (N N < > - LLJ _j _j > U) LL1 �_ �__ 0 1 0� < T_ : 0 I . �e LLJ �__ D U) , LLI Uj [Y-O0 �__ U) �_ Lij 0� 0� < (D C) CD N 710 <Z, I CL Uj F_ P-1 M .j < Z P-4 LL I < LU M = r) LU T-1 0� 0 Lij 1-� LJL �- LjL U 0 0� 0. I V) �_ 70, W Z �_ cle < CL < Uj F__ ;P111 1---q 0 CL = W 0� _j [___ �._ P__1 U 0 �_ LU I— r_1 LU 0 7111 W Q� 0- JOB NO. 182150 SCALE AS SHOWN SHEET NO. 3 of A �,. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Room 227 Charlottesville, Virginia 22902-4596 Phone (434} 296-5832 Fax (434} 972-40I2 a continuous informal mix of large, medium and small deciduous trees ranging from one and one- half inches (I V2" ) to two and one half inches (2%" ) caliper and evergreen trees ranging from four feet (4') to six feet (6') in height; 9. All of the above -noted landscaping shall be shown on the road plans submitted for Northwest i? g P 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 1 1. if the use, structure, or activity for which this special use permit is issued is not commenced within sixty (60) months after the permit is issued, the permit shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. AL ��°r m%err �' o 'k f COUNTY OF ALBEMARLE Department of Community Development a 1 40l McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Pliouc (434) 296-5832 Fax (434) 972-4012 Wagner Page 2 of 8 August 23, 2Q06 (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 en A. p space areas not dedicated to public use shall be for the use and enjoyment of p p the residents of the Project, subject to the restrictions that may be imposed by any declaration recorded as part of a conveyance of these areas to a homeowner's association. Open space areas dedicated to public use shall be for the use and p p enjoyment of the public, including the residents of the Project. hotei�tion Ordinance (Chapter 17 of the B. No structural improvements other than utilities, pedestrian and biking trails, and March 13, 2007 Albemarle Count Coderit (thefor Pro ram AP y ) ( g y"); 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 outfalls 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 Street, Suite 400 0 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 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 if it is not shown on the (Conditions 5 and 7) and landscaped buffer areas (Conditions 5 and 8) shown on the 0 approval of a ZONING COMPLIANCE CLEARANCE. Charlottesville, VA 22905 Application Plan, and the Program Authority may approve other disturbances and/or o} of the total land within Application Plan, be less than a total of thirty-five percent (35/o measures as may be appropriate in the Program Authority's discretion to further protect a the Project to be developed for residential uses, as shown on Sheet G to the Application RE: SP 2006-034 North Pointe - Stream Crossing (Sign #8) 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 Ma 32 Parcel P 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 greenway/access. The Owner shall reserve for dedication to public use a permit." Application Plan shall remain undisturbed and shall be protected from development greenway along the boundary of the Project and adjacent to the Rivanna River, between Dear Ms. Long: SP-02-072 North Pointe Residential Uses (SignS #97, 98, 99) impacts to the satisfaction of the Program Authority; except that: the flood plain line and a preservation area (hereinafter, the "greenway") as shown on If you have questions or comments regarding the above -noted action lease do not hesitate to contact y g g ' P Tax Ma 32 Parcels 20 20a 20a1 20a2 20a3 22h 22k 23 23a 23b 23c 23d 23e 1 J 1 � Sheet G. On February14 2007 the Albemarle County Board of Supervisors took action on SP 2006-034 North h' P � Sherri Proctor at 296-5832. 23 f, 23g, 23h, 23j and 29i g A. The streets and pedestrian paths shown on the Application tion Plan may b p p pp y e 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 A. The Owner may grant such utility easements across the greenway as are required for access for residential development on Tax Map 32 Parcel 22K in the Rivanna Magisterial District. This 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 based on the following 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 greenway solely to address impacts from 1. County and VDOT approval of the final lane configuration for the Northwest Passage the 2006. Your disturbance is necessary for such a use. In the and measures shall permitted over - The Board of Supervisors approved ZMA-2000-009 North Pointe on August 2, proposed any event, construction authorized land disturbing activity within the greenway, except as otherwise requested stream crossing with the final road plans; V. Wayne imberg rezoning from RA Rural Area to PD-MC Planned Development Mixed Commercial was maintenance and use of the improvements shall have the minimum environmental by the Owner and approved by the Program Authority. 2. County and VDOT approval of final design plans and hydrologic/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; plan/plan of development dated June 13, 2006 was approved as part of the rezoning. Please established and maintained, and the long-term impacts shall be adequately mitigated. 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 9 refer to these documents for any future applications and requests on this property. Nothing in this condition shall be construed to obviate the requirements established land depicted on Sheet G as "Greenway"; provided, however, that the property from the Federal Emergency Management Agency (FEMA) and copy the County Engineer on all V WC/aer for stream buffers under Chapter 17 of the Albemarle County Code or shall constitute owners within the Project shall have access to and over such pathways at all times correspondence; . 4. County approval of a grading and an erosion and sediment control plan prior to the issuance of a On August 2, 2006, the Albemarle County Board of Supervisors also took action on SP 2002- 072 North Pointe to allow Residential Uses on Tax Map 32 Parcels 20, 20a, 20a 1, 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 grading permit for modification of the existing stream crossing; 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 approval of a stream buffer mitigation plan prior to the issuance of a C/O Great Eastern Management Co. District. This special use permit was approved based on the following conditions: conservation area with utilities solely to address impacts from authorized land and pathways are dedicated b platting, the greenway and pathways shall greenway a p y Y P g grading permit for modification of the existing stream crossing; g g P g g� P.O. Box 5526, Charlottesville, VA 22905-5526 disturbing activity within such area unless otherwise requested b the Owner and 9 Y � q Y be set apart on the plat for public use with a notation that the greenway and pathways 6. Provide an informal planting of mixed tree and shrub species and sizes to compensate for "proposed 1. Residential mix. The dwelling units within the Project shall consist of the following three approved by the Program Authority. are dedicated for public use. If the County accepts dedication of the lake referenced removed vegetation, and low -growing plants to stabilize slopes in the landsca m g � gT g P P 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 by the County, the Owner shall dedicate to public use the access pathway east of the Landscaping North West Passage Intersection @ Route 29 North with revision date of 12-04-06, commercial areas and any other unidentified housing types). The minimum number of appropriate in the Program Authority's discretion to further protect a conservation middle entrance and leading to Flat Branch as shown on Sheet G. 7. Provide large shade trees on the north and south sides of Northwest Passage, along the sidewalk Amelia McCulley each of the three dwelling unit types shall be 205 of the 893 total permitted dwelling units. area with utilities. and space reserved for the sidewalk, two and one half inch (2'Y2") 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 of residential units. Beginning from the date of approval of the first commercial 5. Open space. The Owner shall restrict from development 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; Sherri Proctor building permit the owner shall record subdivision plats creating a minimum of forty (40) designated as greenway, buffer areas and park areas shown on the Application Plan. 8. Provide trees in the median of Northwest Passage, beginning at the point closest to Route 29 lots for single family detached residential units each year thereafter until plats have been This condition shall not apply to development parcels, conservation areas, and D. The Owner shall be responsible for the costs of drafting the deeds of dedication, North that can be approved by VDOT and extending for a minimum distance of four hundred feet recorded creating lots for a minimum of two hundred (200) single family detached conservation areas with utilities shown on the Application Plan. pp having required surveys conducted and plats prepared, and recordation costs. (400') from the existing edge of pavement of Route 29 North. The planting shall take the form of residential units. if the owner records subdivision plats creating lots for more than forty Wagner Wagner 'Wagner Wagner Wagner Page 6 of 8 Page 7 of 8 Page 8 of 8 Page 4 of 8 Page 5 of 8 August 23, 2006 August 23, 2006 August 23, 2006 August 23, 2006 August 23, 2006 8. Landscaped buffer between residential areas and rural areas. Before the County issues the upgrades shall be completed for such acceptance within one hundred eighty property lines or within available easements. All amendments shall be subject to the Engineer will make the determination. The builder must provide evidence of the a certificate of occupancy for the first dwelling unit constructed on any of the lots shown (180) days after the request by the County. review and approval by the County Engineer. ability to maintain any retaining wall which could not be maintained without the use of Please be advised that although the Albemarle County Board of Supervisors took action on the Application Plan abutting the areas shown on the Application Plan as "Open adjoining property. on the project noted above, no uses on the property as approved above may lawfully B. Extension to Tax Map 32 Parcel 23HI. In the event that an of the residential units e Overlot Grading Plan shall be drawn to scale not greater than one (1) inch equals begin until all applicable approvals have been received and conditions have been met. Space Buffer (30')" along Pritchett Lane (Lots Al-6, H8-20, L15-34 and N2-5), the Owner y fifty50 feet with all proposed grading shown at contour intervals not greater than F. Except for the main entrance to the dwelling, which shall be governed b Condition 10 This includes: shall establish and thereafter maintain a heavily vegetated buffer in the open space buffer within the Project adjacent to Tax Map 32, Parcel 23HI are developed under a site ( ) P p 9 9 9 P y common areas. The buffer, where one does not already exist, shall be planted in plan, the Owner shall design and construct extensions to Tax Map 32, Parcel 23HI by two (2) feet interpolated and shall demonstrate to the satisfaction of the County (G), the Plan shall demonstrate that an area at least five (5) feet in width, or to the lot accordance with a landscaping plan approved b the Count The landscaping Ian shall way of two streets within the fifty (50) foot wide rights -of -way located as shown on the Engineer that: line if the distance is less than five (5) feet, from any possible doorways to dwellings • compliance with applicable PROFFERS; P� 9 P PP Y Y� p 9 P 9 Y include the following: (i) an informal mix of screening trees, loosely staggered, fifteen (15) Application Plan and identified by the notation "R.O.W. Reserved for Future as shown on the Plan or from the edges of any grade level patios as shown on the compliance with conditions of the SPECIAL USE PERMIT; 1. All concentrated runoff is conveyed across lots using , p vegetated swales or Plan that will not be served by a stairway, has grades no steeper than ten percent feet on -center; (ii) the same species of screening trees shall be clustered in groups and Dedication,' adjacent to the church property identified as Tax Map 32, Parcel 23HI y g approval of and compliance with SiTE PLAN(S) ANDIOR SUBDIVISION PLAT(S); and alternate groups of screening trees shall be provided to create a naturalistic rural that fronts on Pritchett Lane. The exact location of the rights -of -way shall be fixed by underground drainage structures in a manner that does not result in flooding of (10%) perpendicular to the exterior wall. 0approval of a ZONING COMPLIANCE CLEARANCE. landscape; (iii) large and medium shade trees shall be interspersed among the screening the applicable final site plan. buildings or erosion as a result of the grading. For the purposes of this requirement,flows from r f In he event roof downspouts will be G. t ent that the use structure or iv� g g provisions, the grading plan for the residential units located in activity for which this special use permit is issued is not trees; (iv) clusters of ornamental trees shall be provided in groups of 3 s and 5 s; and (v)p l I considered concentrated flows if In lieu of the foregoing , not adequately dispersed before reaching the property line. the southeastern portion of the Project as shown on the Application Plan shall be commenced within twenty-four (tat months from the date of Board approval it shall be deemed tall shrubs shall be massed to help integrate the proposed plantings into a naturalistic 1. The streets shall be designed and constructed to applicable Virginia Department of q Y p g p p y P � abandoned and the permit terminated. The term "commenced" means "construction of any rural landscape. The features described in (i) through (v) herein define a "naturalistic Transportation public street standards. The streets shall be constructed in included as part of the site development plan application for the appurtenant 2. Overland relief is assured in the event that drainage structures do not function. commercial area as shown on the Application Plan. structure necessary to the use of the permit." g rural landscape." Approved plant species shall be obtained from the Albemarle County conjunction with the applicable final site plan, or at such other time authorized by Recommended Plants List and the buffer design shall be subject to the review and the County Engineer under such terms and conditions the County Engineer Overland relief will ll be considered satisfied if buildings are designed to have finished floors at least one 1 foot above low points for an drainage area which H. An requirement of this condition may be waived b the Count Engineer by If you have questions or comments regarding the above -noted action, please do not hesitate to approval of the Director of the Department of Community Development. The Owner shall determines to be appropriate, including the requirement that the Owner provide () p Y g Y q Y y Y g includes the house. With dams and similar impoundments, this should be submitting a waiver request with the preliminary plat. If such a request is made, it contact Sherri Proctor at 296-5832. maintain the buffer. adequate surety or other guarantee that the streets will be constructed and ' request contained in a certified measured from the top of the dam. shall include: (i) a justification for the re engineer's maintained until accepted into the state highway system. q g Sincerely, 9. Extensions. Unless the dedication of public right-of-way and the construction of such report; (ii) a vicinity map showing a larger street network at a scale no smaller than streets or accessways, as applicable, are required in conjunction with the approval of a 2. The streets shall be constructed as close to the property fine between the Project B. The County Engineer may allow other drainage structures (e.g., riprap ditches) where one (1) inch equals six hundred (600) feet; (iii) a conceptual plan at a scale no smaller it has been determined this change will not significantly impact usable aids e. than one (1} inch equals two hundred (200) feet showing surveyed boundaries of subdivision plat under Albemarle County Code § 14-409 and related sections, or their and Tax Map 32, Parcel 23HI as determined by the County Engineer to be feasible g g y p y ( g•, 9 Y the 0J, successors, the following streets or accessways, as applicable, shall be constructed and without obtaining offsite construction easements. The rights -of -way shall be cobblestone swale next to a driveway), where slopes are too steep for vegetated property; (iv) topography of the property at five (5) foot intervals for the property being graded as close as swales (e.g., steeper than 33 /o grades), or where the change would better mitigate subdivided and on abutting I rights -of -way shall be reserved for dedication to public use as provided herein: g possible to the Project property line. g ands to a distance of five hundred (500) feet from the impacts on adjoining properties (e.g., matches offsite drainage structure). boundary line or a lesser distance determined to be sufficient by the agent; (v) the V. Waynerilimberg A. Extensions to Pritchett Lane. The Owner shall design and construct as emergency 3. To allow the completion of street improvements to and beyond the Project property locations of streams, stream buffers, steep slopes, floodplains,.known wetlands; and Director of Planning y y ( ) g y line, temporary construction easements on the Owner's property and outside of the C. Public drainage across lots shall be in storm sewers except open drainage ways may (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, access ways extensions to Pritchett Lane within the fifty 50 foot wide rights -of -way p Y be allowed if the plat restricts construction of a buildingwithin fifty 50 feet of a as applicable. In reviewing a waiver request, the County Engineer shall consider located between Lots H-9 and H-10 and Lots L-16 and L-17, respectively, as shown rights -of -way to be dedicated shall be reserved on the applicable final site plan. y ( ) pP g q proposed open drainageway. If a storm sewer is used across lots, easement widths whether the alternative proposed by the Owner satisfies the purpose of the VWC/aer on the Application Plan, subject to the following: The site plan also shall include a note stating that no improvements shall be must be sufficient to allow excavation with 1:1 side slopes on the trench sufficient requirement to be waived at an equivalent degree. In approving established within the reserved area. Within ninety (90) days after request by the id to lg a waiver, the Count room on one side of the trench to stockpile excavated materials, sufficient room on County Engineer shall find that requiring compliance with the requirement of this . 1. The emergency accessways shall be designed and graded to accommodate a y, the easements shall be granted. No improvements shall be located within minimum Virginia Department of Transportation. standard for a public street as the temporary construction easements until the construction of the street the opposite side of the trench to allow for movement of materials, and adequate condition would not forward the purposes of the County's Subdivision and Water Cc: Violet Hills Association, eta) C/o Greater Eastern Management Co. improvements room or a ac hoe boom to swing. Fences, walls, driveways; and other uses are not Protection Ordinances or otherwise serve the public interest; and granting the waiver determined b the Count Engineer, and constructed using allowed within the easements, except where a hold harmless clause is included in would not be detrimental to the public health, safety or welfare, to the order) Post Office Box 5526, Charlottesville, VA 22905 Y y g g pervious parking p ovements onto Tax Map 32, Parcel 23HI has been completed so that the need pavers or other materials sufficient to support fire and other emergency vehicles, for the temporary construction easements no longer exists. y but that support grass or other ground cover, in conjunction with the construction of the easement agreement. development of the Project, and to the land adjacent thereto. Amelia McCulley 4. Within ninety 90 days after request b the Count after Tax Ma 32 Parcel 23HI g y (} ( ) I. The Owner may request that the Plan be amended at any time. All amendments shall Tex Weaver the streets serving Lots H-7 and L-14, respectively. Y ( ) Y q Y Y P � D. No surface drainage may flow across more than three 3 lots or one-half 1/2 acre, has been upzoned, the Owner shall dedicate to public use the streets and rights -of- whichever is greater, before being collected in a storm sewer or directed to a drainage be subject to the review and a Chuck Proctor 2. The fifty (50) foot wide rights -of -way shall be dedicated to public use upon request way and offer the street for acceptance into the state highway system. way outside of the lots. g i pproval by the County Engineer. Sherri Proctor y the County, together with all necessary right-of-way for the fifty (50) foot wide 11. Sanitary sewers. All residential uses shall be served by gravity sanitary sewers; Steve Allshouse rights -of -way to be geometrically connected to adjoining streets as approved by the 10. Overlot grading plan. For all subdivisions with lots less than 15,000 square feet in size E. Retaining walls higher than four (4) feet (measured from the top of the face to the however, basements may be served b Sarah Baldwin Count Engineer. and not otherwise requiring a site plan, a lot grading Ian Overlot GradingPlan must Y y grinder pumps. Bruce Woodzell (Real Estate) g q g p g g p ( } ground on the downhill side) shall be designed by a professional engineer to assure be approved by the County Engineer prior to the issuance of a building permit for a new long-term stability. Retaining walls building using a VDOT standard or a pre- 3. If requested by the County within ten (10) years after the first certificate of residence on any such lot(s). The Overlot Grading Plan must satisfactorily demonstrate engineered product that includes certification are not required to provide a separate In addition, the Board approved the following WAIVERS: occupancy is issued for a dwelling unit within the H or L sections shown on the compliance with all Erosion and Sediment Control requirements for drainage conveyed across such lots . professional engineer's certification provided the building contractor provides an Application Plan, and after the property on the east side of Pritchett Lane opposite () An "Agreement in Lieu of a Plan" will be allowed for building permits, affidavit that the wall was constructed consistent with the standard. Retaining walls 1. Section 21.7 minimum yard requirement waiver to allow for alternative setbacks in the respective emergency access ways has been upzoned, the Owner shall provided the general drainage patterns and grading matches that shown on the Overlot higher than four (4) feet in useable yards or places where the public might walk must accordance with the application plan; and convert and upgrade the emergency access ways to the applicable Virginia Grading Plan. The Overlot Grading Plan may be revised at any time by the subdivision include a railing similar in design to what is required for elevated decks. In 2. Section 4.2 of the Zoning Ordinance related to critical slopes, as shown on the Department of Transportation public street standards for acceptance into the state developer or individual lot owners, provided all work can be accomplished within their g P application highway system. Subject to weather delays or force majeure, the construction of circumstances where it is questionable whether a railing is required, the County plan. H OFF O SCOTT R. LLINS'Z Lic. No. 035791 � 5/ 16/22 SI0NAL E� O w z Q O w � m a J H V O w ~ 0 z 0 z � O to V) > cow Z:) U) LL LULH H ce Z AN z L9CL ti w M Cyi N C'7 Q � z N LL. O � N Q W > LLJ (1) W < W ,--I � o z � L9 o � � = U Z) U W ,J Y � a U w to W z U) Ul� LLJ w � Z w � Q CL J � w W Jry z Q (D o o M O 0 N = �W U U O J � ~ W z t aLU JOB NO. 182150 SCALE AS SHOWN SHEET N0. 4 V� 30"CMP OUT=468.80 V T GENERAL NOTES: -YR FLOODPLAIN EXISTS ON A PORTION OF THE NORTH POINTE 0)6 DEVELOPMEN 1. A 100 1=-j RTH POIN FUTURE A X, TMP 03200-00-00-0230 A DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT NORTH POIN TE. J t z-4 HARLOTTESVILLE 1, N A GR PHIC SCALE p "i - 6, i f f -.!:I Z_ 4, LLC 0 50 lit 2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. sco t nv� n r 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL 11d Lic. No. 03091;�� 44' D IN FEE t, 8/01/22 UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS T 91'R/W I UF WAY INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF -e6 Gri A 1._� !V t3OULEVA 9, 100 50 25 'V IV,' FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. V) TT R. ji �:Vis Z IV/ / , . - I C PARCEL PER FEMA FLOODPLAIN MAP # 51003CO145D. NO :7 c C11 t FFSTONE _J ...... U13LIC Rit: E/� - E/P p !1 incti 50 ft. X 'A 'N J -rQHr"rTnK1 -rUr- f"r)K1-rQAr"rnQ LJAI I C�v 7 r- I nrA-rTn AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE 7-, R 911 X/r-DT L-I =554.5u Y AND INVERT ELEVATIONS AT POINTS F NNE I N F _44 T L=340-37' A_ 0A /V A J PA Q I H 9z P__ SEWER, STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES. THE V�l 0. J ---------- 0 1 31 1 d —6 ...... 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TREELINE ELEV 495-39' t < 4 �;i A Z__� 11A VI z 6V R/w PARI o�l C OSSCREEK PLACE �C RIGHT OF WAY -A L 'Pu� x + 8 Q. 1. W/L- 37 wv D. J j . ..... _11�]VdWH .3du v r-X. 81, qj_UG "A') ..'9 36 x j/ y 2' F63WO % Im N 4 Nv) 499.0 Gm 69) '14 SDMH#77 _T A 4 IX v V X� W , �K__j A, I NE�/ 2 EASBLIC DRAN ,GE I3'CMP [N=492.5 < 0"Pu 10 .7 7 EiANTI 493 2� 1-5"-C-MP IN rl 8"CMP OUT=489.6 NTY 4, LIMITS OF EXISTING ALBEMARLE COUNTY v R=5ig.5o' ro r, PRESERVED STEEP SLOPES 34 I? BASED ON IMPACTS TO THESE AREAS FOR THE f I 38 V) L=251-57 lit, 4 2.63( HAVE BEEN DETERMINED MANAGED SLOPES Z 1 91 INSTALLATION OF THE ROADWAY V) 0 J VARIABLE SECTION 30.7-4(b)h \INFRASTRUCTURE AS PERMITTED UNDER 'K LAJ WIDTH PUBLIC SEWER Z' . ...... 12 V.- _7 j + f A 14.1 /f Z 39 WK "I H PUBLIC NEW,12' j T 33 v VARIABLE DRAINAGE EASEMENT -----PRIVATE 1A 26 V, I� I'v. III, , 1 \ l I'\ I - i T PG. X) D R LA AEN\ -77.— f Lu ----- ...... j 40 f y t6 V % 6 N� V., 3' _x 104,11 . ..... 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SDM 71 -52U: 4"HDPE IN=5115.-3�(SOUTH) 15"CMP OUT:�;511.52(#73) u , t " — 1�7, 77 _7 7,� - - ----------- NORT POINTE J 6 65 NORTH POINTE CHARLOTTESVILLE LLC 01 TMP 03209-00-00-02300 Lu Lr) LL. Lu U) U) uj ;7 0 T__q 0 u UJ U) p__1 (A x F_ uj LLj r) uj 0 CL U-1 u 0 Lu Lu ILI JOB NO. 182150 SCALE 1 11=50' 78 SHEET NO. 5 v 7 k f 'k, IN 6 b -qL 1, V1 "S V, 09 1, I L 90+ Y/ v -v2-Lt-9 9 A -Q j x wz S Z:z IS s ss5, Z- 4k_ ip 's . j, V n. PARK j A t V f V Y % - 'tt", 0�6 *L C� KOM R. LINS�z 0 ,U Lic. No. 035791,1�-- IN FE R VIT 01/ 1 �nch 50_ ft. 17/23 j 7� r, OOF AND SHALL BE SCREENED FROM C4 THE ENTRANCE CORRIDOR. 801,f "POO w j 9p ONAL 9 / c 3 ------- 0- io- 0 - ----- 90' 0 F_ Lu (D 4- 0 u 5 0 7;. . . . . . . . . . . 4, 0 r 0 u < U UJ Z4 1 iil'_ -TRH 'Y' 4, u x 6 1 r Lu BUILDING #1 TL j �10', < U) � N. 16" < 4 0 0 ------ ... 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HT=4'), THICKET RUN PLACE _n _� � �__ < _ a ; SEE SHEETS 1 1 &l 2 FOR DETAILS. PUBLIC RIGHT OF WAY r) r!n . �_ I MANUFACTURER: EAGLE BY, DIAMOND PRO _� _v w uj 6 6 1' R/W n ' I - I COLOR: JAMES RIVER , '' " . _�"'�"?""�'*" " !";T�tPl ..", 11.1i.. "I - P. �_--t- " . G ...�!��'._'"P.y. 'g, ,,, '_ , - v 4�4"�':"- .. - 11 ------.--- - ______ '�%'��'-- "-.-----6-�--...------�------.--.----.--�-----�,-,��,,�'i-.�".-4"",-- -----"----"-----,,---,L--,----"-L-,-----------,-.--,.----�-7,��e.�."""�,�-i'.'---,."'-.!,' _________!4 "'., 0� - " "". _ - - .... " "" ------ -,--,--,---------,---- " '.� _____ I -----------"--- ,It �'.�".'._ , , ,- , " . 1'1'__�"' a. .�' _:�',!'�� �;:.:p;"-;-::l " � --- ".----..---.-------.-.----.�.--.---�--�------ , � " '6--' -� ," � . L . I -, . ,,, 11 �.�'�"�______'__ ______ ��-----,-�--6-------------------�--- �,L;�--..-�---�..='�*-=-=��-�.--�-�-�14=.= ':�= I .. ; ' � - " , '��? �' - ,� % p `i�' I .4 � i . 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" , It , , 11 -1, , � ; " . �i " � L�l I , , , , 11 I " , " , , , , ,,, "i�'i ",'��'� v k �' � ., -, , I'll, .11- , , - . � I , '� �' �'"' . ��.' , , .' ..", " I - I I , ll'��' �' 1. , � "7�' ,�" '� " ' ' , . 4;'/ .! , , t f 't I ", 1. I , - I � ,,, _r ... - I -.-- ___"i_"�l'___ - .L,_ __..______ - ___l �_ �_i"4L - 4--_____ - _ __ '__.-._'__\__ ________-- _-_-_.- _= - __ -, . - __.________ ------- --'_.__ _...�___'__________. . -- ___ - --- --.---.,. . ---- - - "....- - .. .---,-- e ___________ ___ 1_111 __-, . ,I - .-- --- ... _'__'__ . ---,V- ---"--.-----,---",---.,"-,--.-* _ "_ __ l______"__'_'___ v___ I ". _v- -IT- -io _� ' " 's . I I - '� - �_ - I" :'_�':' I NOTE: 1. C ONTRACTOR SHALLVERIFYALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLYAND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. v . . I �-.- . . . � �. . .. - __:.____ ,--.-.-------. I . ? ' - *' . � I ,v . . . ii, I- " v �"' ', ' " -` - '. ' ' -- " : '. , . . I . , � NT . I , ' � . - � 't, 1� " ! - I : - . . , . . .. . _�� �p � �' ��"!.': , '- .. . ... .� '�'�' I . . . __ � .- _ _.7...__u_'&_.______'_' --i �_'__._��'L_!__._ . --------- --_-___A:_ _ - � . . 71- - . 'r - - '- � , ' . . . I �' '. .. - . . - - - -I %._ll._% , -, y .. �� . . . . ., .I. . : .�' � " "I I . 1. I T . . 7 � I � 's"' . . �. 1- . G I . v--, . , IV . '�. � . . I : ' . - 1. �; w 1-1 '��? ; I . I > "' " " V� , . . I . '.- - , , ,-,-.,.,,, _z.� 1 "' I . , - I - - -- � - - - , . . I . . . . .� . . I . .. " . . . . v I . 17 : . - - . . � V - ',, 11 " .. . . I �' ': - �,� � � . .p , ''� , ", , v -'__ -,�.-,--.--------�'--�.'-------.-----.�---�.-.�---��-..--.-,---� �-..--,..-.-.,�---�.--�.,----..---.-�--.,.-- . ... ........ ___.___.___._____'___z__. _ - ------ - ----- _' ._"'_..L _'...... . ...... . 1 1 & . . I * . . "I ' ' . . �' " , '�'. - . I ' - ' - . . . v " . " . ')� ' .. .. . 1. I ' � - I -� " " - � -. "- - ' '. . , . . , - -- - ':, - ,f, . . , f . - - ., _" i�' IV . 7 . . . . �;' , '' . . ' ' V, : ' . 11 .. .' . '-V , .' , .. ' ' I V - . t 2, - - . . I �. - - I I . �l � .1 _-_-_ �""' .1 � .. . . .'� I" I ______ 'e . _w�__________-' "_.Z':__ _____� ..---.,-,-�l-:-..,--.�--.-.,.-�,�..� ...... 71-.1 .._.l_l_.______-'-_- .. . (D P-" 0 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE.AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. I ! i 1 I I : I i 3 - (DREPRESENTS ONE PROPOSED PARKING SPACE. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13 -6". ' r1l '_�Y__ ----"-,-,- .� . Hkl ' - - 0_____ - ' - _____ -&7- -_ -_ -_ .- - / f, - _ . , u '� ,j I I 1 I -C'L i 6.,) - --- - -_ i 4.1. i� I I -'-- - - ___ b4fL - - -- - - i"�,i A) ,, � I __ __ __ __ - -_ --- -_ __ _Jw) I I I,"- -1 ,2 u - ,0,.,d " i i I r, . . 0 - -- -- - -_ - . - - - --ol--�----I.------------�.'J.---- I - - - - C> - c:) n � 4. 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. � . T_ T � ] : i i � (N THROUGHOUT CONSTRUCTION AND UPON COMPLETION � I = 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES I I . NOTES: OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. I \1 7. SEE SHEET 5 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. EX. STREET TREES T INSTALLED UNDER NORTH I BE POINTE 1 1 EX. THICKET RUN PLACE C,URRENTLY I 1 � i. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL . . w U-1 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. I 1 UNDER CONSTRUCTION. ROAD APPROVED i ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO _j . 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. I SUBDIVISION SECTIO� 1 ROAD I WITH NORTH POINTE SUB61VISION SECTION I INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING . I__ 0 I-- 14 I-_ �io. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. PLANS (SUB 2016-00092) -TYPICAL I 1 ROAD PLANS (SUB 2016-0,0092) I � FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS . u Lu li- I ii. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY -1, 2985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APP LY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. . DESIGN SPEED: 25 MPH I 1 ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE rill ;;r Lu CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS . � I . � I I I DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. I 0� 0 cy- 0- uj = 1.2. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT ORTH POINTE I I I I ur) WITHIN THE APARTMENT COMPLEX. I SECTION 1A . � I I NOTE: WALLS WITH HEIGHT OF 30" OR GREATER SHALL JOB NO. 3.3. 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 AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. . TMPI 03200-00-00-02300 1 REQUIRE HANDRAILS. SEE DETAIL, SHEET 21. 182150 14., ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEETS 2-4. NORTH POINTE, I I I i.S. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. . I I I I GRAPHI Cl SCALE I i6. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE APARTMENT COMPLEX. CHA VILLE LLC I I I I SCALE I 17. SEE SHEET 23. FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. I 1 30 0 is I I 30 60 It 1 =30' 1 VDOT NOTES: . I 2. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. . I I SHEET NO. 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 ( IN F�ET ) I � 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. 1 8 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. Is f ----.-" F .------- --�----.-,-----.-.�-.--,.-,-.------.---..--.--------,--i-----.-,------,--,,-----------.-----.------J---�----.-"-�-"----.-.--,--,---.------.,�-----�.....--.-.�-.-----.--�-----------�-1--�-.1.��--.-..-.-"----.,---..--�---..---I.--.----.-�.,.-----.�----.-� . ------- _1 ..... . . _______________ -1 - -,--.--.. . _'__.__.__.._' - I I I 1 inc h =1 30 f t. � I I __ C-) / T . Z / ,/ / /Vcjho/. - � I A cI / EXISTING STORM TER II \ /t,dWa // `MANAGEMENT \ I 1\ / FACILITY - SEE APPROVED r / �� NORTH POINTE SUBDIVSION \ SECTION i ROAD PLANS \ / •- (SUB2o16-00092) \\ / 14 III / y \ / � } / \ t V ) / / / \ \ \ \ \ \ `'s / / / \ \ , 1,*��6-+// I.,:ViS ) \_ /f � L g o±Og�L- v r'I -f\ . 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AND PRV ON THE DOMESTIC WATERLINE - „ �. � 11 Z.i { h :f I i"%a, r j1: .� v (ALL WITHIN BUILDING} _.�: _ ._ �_:,.;, - 1 � f a ; ' Y:. { N rwTr �., �, a\ i .REMOVE EXSTING 8 PLUG `� �:,. �.. �: u t so , a,�r i , r o _ r r, d ,.:•._" 1. / .T. # ,..._.._.. .I- y . p , 1 - \ , : \ -�.,: iii'j:'. •' ,� _r a. , , �, AND 2 BLOWOFF ONCE i , k • 11 t ' I I wr \ ao c r , -..k ,^.".•_' f• e > r i Cc...,. i• _11 F r'"kF_ _ WATERLINE ABANDONED �Y -- - _ _ . r� -- __ _s w -_n.. �( F .: M M Isrs,a ! I U41T/-�.� -q 1 I tf r ' ;.•a " {; _ ,� s Uiirf ,\4 ••.. 1, __.. _._ __ - -'if i 1 �� :j , I l g i}f�l Y 1'.�>: f g I,. ;6 J.1 f - - r_-:`•, / li �� :wn'.. `J r.d<'" v P ti I _1: , f, {� 4 • ZVV a' ... �'!,+• it ^ti 1 '/-'ten `.�,-,. � �jI S4 3}i ��- 1 w-+��,�' i•f'�. I -..f%� �-."�i y;.' •'�„•.`�� """,.'' ` -� E �1. A . 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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 B INSTALLED UNDER NOR- POINTE SUBDIVISION SECTION 1 ROAD PLA (SUB 2016-00092 -TY C, NOR POINTE 4 3S t .i�: { i 1 ..,�Xl,' r jh 5:f w'F is c �-,c. i .i`i 15 { x_ r \ t v wr I r?gip ` v i, . r t W. -_� ' _ %, \\, \`'; -, P Jf �/ , .` fl < . , .: . \" \��. 1,J , . ` j - . __ ' y, ...._+ _ ..5.. �u .b jj t . 4, .r•- ...T ,� / 4 \ 3 T i ti _ �. - , 4 ✓ •"" a i '. ', ( `If. .. l (fjjjf) _` hm ,� , , _ ',�. - . 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"�. ,,�-��, \, _ - \, \ , I \` . - _ __ - �,�� ' j, ,I,.�,'A I ,!,- fi � , 7_ ., ,, " \ �, ,� " --Ij ", \1,":,."_�,, "." 1� .. �.- ,c j, II ,' / 0 MANAGEMENT FACILITY - SEE APPROVED ' NORTH POINTE SUBDIVSION ,", SECTION 1 ROAD PLANS \ (SUB2o16-00092) \*_;0\ _,\ e,,` _ JJj 1 , .,` _. \� �,, t \\ t \ I \ fir) 1 s s I V� . v o :i \ ,�5_{ l` " } `T T t t •, I a , t 15 Y tY `\ ,+ a �ti t `r f 4 :' i r l 7,p�j,lti r 01 /: 1� �, le�n (0-4 " .� C_� �SCOTT R. LLINS� ,U Lic. No. 035791;�' 160 01/17/23 13 ��' �,��'sl cw;'I DNAL E" V ) Z Ln 2: z g . � o 0 0 o � U w �Z) � Q ~ o �Ln w O W CO U /_ C, U) O z tZ-1 U o z ' z � � p o 0 F-, ui 0 m L)L > w z z U) V) U U) a- Ln > w 10� o _jF- v7 W �=z "- z r- 4 J a wm 0 F- w F_ V / / A z O F-I J Q Fri w F-1 u- N N M N N N 0 w O O Q � n �o 1- '.4 O � L0 w 0 z V_ I W zM \�M/ I cy) F_ F--i U) N Boom= 4 .j Q z 1 N p__q U. 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PROPO�Eb 4' PRIVATE SANITARY LATERAL IREMOVE EX. PLUG & CONNECT. CONNECTING COPPER w mwmmm� U) ITO EX. 8" D.I. W/L WITH 25 LF G.V. (3.) 8" G.V. & 0-) 4 I0 F WATER SERVICE LATERAL I L PROPOSED 411 D.I. (P) 8"X6 PROPOSED 8" D.I. W/L LOCATION OF RPZ ON DOMESTIC CROSSCREEK PLACE (P) TRANSFORMER WATER LINE DDCA ON THE FIRE LIN & (i.) 6" G v N D 7: 777,,� 7=, T (P) 4" U. I. LL 50 20 El FIRE LINE LINE PUBLIC RIGHT OF WAY 8" D.I. WATERLINE AND PRV ON THE DOMESTIC WATER (P) FIRE HYDRAN (P) go' BE 6 11 R/W (ALL WITHIN BUILDING) JAR (P) 2 1/2" TYPE K CO ASSEMBLY., WATERLINE I V: , " v U-1 IwV PPE TE E --WATER SERVICE LATERAL wv 1A (P) 8 W)4-- /� ___Z -1 I Dd� W/L POOL DECK X4 M ___M_ Itw v G.V. & . ....... 1-4 IlIFDC4� tlN- S.EE SHI. S F I �7 LOCATION OF RPZ ON DOMESTIC LE (2)8 G.V.,: IQ) REMOVE EX. PLUG AND TIE-IN 77- m m x TO EXISTING 811 D. 1. v v 1_ P) 8 S S s-s—_ s tA JID PRV ON THE DOMESTIC WATERLINE t 00 'G v.T, M 1- a q a & 4' (ALL WITHIN BUILDING) co 00 Ppr)pr)qpn r) I . . . . . . ... 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THE LOCATION OF THE KNOX BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 7 NOTE: ALL PROPOSED SANITARY SEWER IS P�IVATE. 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. I %�[\L I R U 11 r- LM L PUBLIC RIGHT OF WAY 6 1' R/W II---- ------ --------EX. STREET TREES T(p BE INSTALLED UNDER NqRTH POINTE SUBDIVISION SECTIO� 1 ROAD PLANS (SUB 2016-00002) -TYPICAL R POINTE SECTION 1A TMP 03200-00-00-02300 NORTH POINTE I CHAKLU I FESVILLE LLC I 5 L PN-if110 K , P A I �� I 1<4' V) Aw 0 0 (7� L 4RL WsCO)TT LINS Z 0 1_� ,U Lic. 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I \ ,,, . �Ie / .1 I �, �� t \ . I. 1. ., ,,, 1". 1, I , I � . 1. r I . ...- 0 11 is I 6o . it . . .1 . I -1 1. 1 30 , 30 . . .1 .. I - '.1. I . I 1. ..� I. .� "I tl,� I . .,. " .r ,.N 11 1 =30' . .\ I.r It.% % . "...; ,/1.1 ,,;r �� it% ..l. , .1 "I , 1. �,,`-, , .1 .,.,.. I\ I . \ 1. \ . I I , �� 1 '11I 60 DI-313 CG-6 8 491.20 \ . l , ". I I'� 11 -�', I ., ,. ,1 N �.. 1.� - I . . 'N . " .... .-.,� ...". \ I .. ' I.. . I "... . . ,� .i � .. .. . , I , 11\ , . I .. �, \ ,,� �. 59 1 15 1 29.92 I 2.69% . 486.16 . 485.35 HDPE I . . ... I . . \ ��, ..1. \ , d� I -,'.. \ t" 11%1. I / / I �11 ..1. , r,..!� \ \ \. "i ". �..., ... . , ..,.,.. ..��.,. 1'11�\ I �., ..... ... . ... ..., �'.. 'r... 11'..,"\'. , .,.'' �. ,�.,�, �-� 1". 1. I.." 11. I r., \ III, I I \, ,.I I." SHEET NO. I . \ ', " %.1. 11 I I� \1. . I ,- .1 11, ... , . .. '. ... �. 1. I., I 1-. \1 % -, I "I .111, I%,",. '\\ .\ \ %, . \1 . I � - \1 1 � -,.� I... I.\ 1% e I I ,/r ?/ I I .�',,. .. ..., . 1.1, 1, .,%. . \ I , .. 11 1.".1., I .,-1'.1 \"" .., �, 11. . .",.,. . I.. "" 1. 1\1 ( IN Ff-,ET-- -) .\I 11 !""... I r. - ", � , ". --=:.� , - * � , 30 "'ft. .. I I,.; , \1 "t. . I \ I '', , / ., 1. .1 I . 12 1 � -- I I ...-l'. I '.." -.------- ------------.----- ,.. % . .. .1., I 7, --I 11- - . . , . - � . -..-,. `N --------.1-1- -------- , , '. '.. , "I. .�� ., 11, � . I r I I—— ,,, ---,------ ".. , ,- I . % 11 I j inch = � I ` � ��l �, �i -.-------- N ,,----L------- 4 I - -1 -------�----J-----.--,--.L----�---------.--------.--. -----:--- . -.--,------ \ 1---!�...--- - -------- r ...... ------- I 1. . I 1". %, I'll \ % ,.-------i - .. . - , - .. -- 1. .1 -`�--- -I,- I I 11-1 ------ �---------- ---------- --- I , I . 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No. 035791, ----- R'. ... ...... 5 0 j!7 N N E -7: It Y T -V 17/23 ihch, % AT FE=�.87 ig UNITS 'N 101VAL 77",_ 32P,,,, YV \v it '71 w9r, tk \77" tYPE 1 vv A Z f yj (D N�771 34P t N, Vt S 1,_:� Q e2� ...... 0 ka.4 V i 1p; IF NOW 71 T>v_l_j Lj a a jim U t: N ZD 0 It _7(7 'A - It 7 7 It 41, 6 Z 7- r-, wAl In _I(liil�L_., 0 U CULVERT (16) BY OTHERS INCLUDIN lg7t X Uj _j j t it 0 mi-iij 39 UNI 4:w t A Z:) 0 TOTAL DRAINAGE AREA TO EXISTING BUILDIN 2 7. U U LLJ G OUTFALL FROM SUBJECT PARCEL It 1 TPE < 0, AM D.A.=13.41 AC \"x a' . ... LIJ 0 JwE=49 0, Cw=0.65 0 F < 2 ell z Tc=15 min. j < v A— LLI LU U A 7F� Y W v N IN NtI �11 , � t , I - If ... ... LU r < C) OVERLAND .0, A", Nt j Lr) LU It V, DRAINAGE AREA z Ln 0 LU (n �Vl 6 TO EXISTING W -M:4M- > -7, Ln CULVERT (16) BY OTHERS < I < �x, PARK X1 Y D.A.=7.53 AC V" p. e CW=0.65 U-) Tc=15 min. U-) V� Nt v N 60P X f t 5 LL 4 < R a a a N, a a a a a a Uj 1 4 LL. F- 0 U .... .. ...... a it I ! j : I r t I __j Ln EX 81 mum k, I , t VA, IRMO 0 LU III, t .'A �j ... . . -j I UKE r ce ... pu lw _ PLA Ln ?JF Ilk 0 40 f < 4 U) z It 2 �lk. YA. > U_ V, Uj It V zz-_ 20 , kA t AR V % P" .:,j.;._ v % 0I "N' N- 44 N, CN rN 1714 rN C) X., LIJ C) C) P, Wc_ r,4 L A Ivo 0 7-, 10 CD Nt T-i 7 16 j It 7 % 1 \% Ln 00 C) 1. N, "N > 15 Nt\ v VN\It . .... NIV N N I I t 11 It il to 1/ 11 A ;0 NI� ......... . �+* V,, v �17- t 41, A J L MT:;\4%�.00 e'16FE=� k3.67 NN q X k BS g X-0 r 1 -0 # py AMY A A x, Ll J 6!916 I X. A > x C FFE=502.00 g� Q:xu N t r pr-, N. A E 09 4, I , / ,, 1 �t 1 ; 1 1 - 1 1, C_- " ;d;.p-;.s,"';'.'s-p.'.'.':';i , . , / N -1 BUI IN I z 42 ITS -9 DUILUINg 18P TY 2- 417S N, f f 1. rl Nt vt �562.i3 7 It t IT P 12 _E CROSSCREEK PLAC 'PUBLIC RIGHT OF WA * 1p# 'i-j I CK 2- 61" R/ 502.00 W, 50 x, V 3 7 pr It 31 F6 I. N 1" (PIll. .� V kz, _Z "'iX F 5 rj y- L L It.. 4; t nn 7J, e, j '10 4 AN NI It A t a ap It I f I It "I /I It 2P M� 4V .1 'r_� - It �8 9 BUIL ING #4 '61 It N 4 1 38 \.8 6 N 91 N V ....... U -DING #6 V! UNITS \ � 1 , 1 ".. p . t411 ............. 0'. "t 'N IN It 3 FFE=51 8 77 4F It IF �92 t It 33 mamma 1"A a a PAR K f 77-777% 2, 6' 4., , It 7 j3 _A ...... - V ,J r 40 7 It _J� f6 It, l[ V 32 LU �ui 0,01 a (4, 22P-, 94 ------ ...... 42� X, << 31 3' ...... L L_j > j /9ll 4 Ar X., VA .77777, 7*_'t 1,71 4B 102 ... .... f -A 0 L 52P UILDIN #7 99-- FFE=518.8:5) t .4 30, PARK 520 WA IN OR IN an . ............. .............. ..... . ....... ... Ire L . a 0 0 a a 524 L913W, 522 19 BW, 5 Z4DU-`,�ALL 7 5 5 526 41W 777- It! A 'A A ITHICKET RUN PLACE PUBLIC RIGHT OF,�XAY 6 V R/W z ------ 7 V �jl Z: ? C. . __ p . � A ------ v,_ 3EE THIS SHEET I 4' MATcHLINE L 1110 111111111 NIN N 0 immimimmmi E. E Ell Ell Ell N Mill Ell N A N _6� 66 "N T N\ 7 IV ow D.A. EX.,,$TR 81 IN. N, "I *gas a a a a a a a a m m a a in \t Z _;ll',:lr :,, - '24 am t I N r to 76 L 7 0 NJ 10 1 000 .." .1 .. .- .." .. ___ 111.11 . .1. 11 . _Z 00 to 00 0 0 MI HAIM 31OVINVA 100 HAT VrI > oo j-, 7 -a-uo, T T U "'T '0 7 ------- 00 0 ATCHLINE SEETHIS`\�HEETJ M, *Soo. %] am vi am a 011 Ell E IN! Ell N Ell Ell E 1p Nll 1p N pi 0- Structure Area (A�res) Cw tc (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 18 0.70 0.85 8.0 20 .59 0.82 6.0 22 0.59 0.69 6.0 24 .02 0.90 5.0 26 .1" 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 9 52 0.75 0.72 8.0 54 0.28 0.89 5.0 56 (.32 0.84 5.0 60 0.54 0.85 5.0 EX 81 4.27 0.64 12.0 EX 83 C.00 0.30 5.0 12P C.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 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 .23 0.73 6.0 54P 0.04 0.90 5.0 54STR 0.24 0.89 5.0 56P .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 q.33 0.81 5.0 Uj F_ F-I V) U. Uj V) M Uj 0 LLJ U i < Uj 9 0 Uj CL LLJ 0 Uj F_ ll!_� F_ F_ LU lJj JOB NO. 182150 SCALE 1 11=50' SHEET NO. 13 Design Storm Year = 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME [NCR ACCUNI ACRES C MIN MIN C.F.S. UPPER LOWER FEET [ "I'./FT'. INCHES C.F.S. F.P.S. SEC 22 0.59 0.69 0.41 0.41 6.00 6.35 2.6 20 504.68 498.24 152.91 0.0421 15 13.3 8.4 18.2 20 0.59 0.82 0.49 0.90 6.30 1 6.26 5.6 18 498.14 497.22 85.32 0.0108 15 6.7 6.1 14.0 18- 0.70 0.85 0.60 1.49 8.00 5.81 8.7 16 497.12 494.00 160.31 0.0195 15 9.0 8.4 19.2 16 0.13 0.85 0.11 2.39 15.16 4.52 10.8 14 490.45 486.80 87.89 0.0415 15 13.2 11.9 7.4 14 0.06 0.70 0.04 2.43 15.28 4.51 11.0 12 486.70 485.08 48.20 0.0336 15 11.8 10.9 4.4 12 0.65 0.78 0.50 3.02 15.36 4.50 13.6 10 484.08 480.71 74.90 0.0450 15 1.3.7 12.7 5.9 10 0.03 0.90 0.02 3.04 15.45 4.49 13.6 8 1 479.71 473.25 88.71 0.0728 15 17.4 1 15.7 5.7 8 0.03 0.90 0.03 4.45 1555 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 13.00 0.0377 18 20.4 13.2 1.0 4 0.00 0.30 0.00 4.56 15.62 4.46 20.4 2 1 464.50 461.25 80.60 0.0403 18 21.1 13.6 5.9 2 0.00 0.30 0.00 4.56 15.72 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 15 6.0 2.8 11.8 24 0.02 0.90 0.02 0.09 6.20 6.29 0.5 6 465.50 465.19 51.96 0.0060 15 5.0 2.6 19.6 36 0.48 0.76 0.36 0.36 6.00 6.35 2.3 34 482.87 481.92 80.65 0.0118 1.5 7.0 5.1 15.8 34 0.48 0.82 0.40 0.76 6.26 6.27 4.8 32 481.82 480.43 127.58 0.0109 15 6.7 6.0 21.4 32 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 1 0.14 0.90 0.13 1.31 6.66 6.16 8.1 28 475.00 474.10 26.22 0.0343 15 12.0 t 0.5 2.5 28 0.11 0.68 0.07 1.39 6.71 6.15 8.5 8 472.58 471.60 31.79 0.0308 15 11.3 10.1 3.1 38 0.12 0.70 0.08 0.08 6.00 6.35 0.5 12 484.67 484.08 41.02 0.0144 15 7.7 3.5 11.6 40 1.10 0.72 0.79 0.79 15.00 4.55 3.6 16 493.70 492.50 64.58 0.0186 15 8.8 6.8 9.5 58 0.2.1 0.83 0.18 0.18 5.00 6.67 1.2 56 507.24 506.31 151.23 0.0061 15 5.1 3.3 45.6 56 0.32 0.84 0.27 0.44 5.76 6.42 2.9 54 506.21 505.54 87.01 0.0077 15 5.7 4.6 18.8 54 0.28 0.89 0.25 0.69 6.07 6.33 4.4 52 502.21 501.38 62.71 0.0132 15 7.4 6.3 10.0 52 0.75 0.72 0.54 1.24 8.00 5.81 7.2 50 499.52 494.70 157.69 0.0306 15 1.1.3 9.7 16.3 50 1 0.33 0.86 0.28 1.52 8.27 5.75 8.7 48 493.60 489.20 160.4 4/ 0.0274 15 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 2297 0.0623 15 16.1 13.8 1.7 46 10.06 0.70 0.04 1.83 8.57 5.68 10.4 44 1 487.57 487.25 28.68 0.0112 18 11.1 7.1 4.0 44 0.08 0.75 0.06 1.89 8.64 5.66 10.7 42 487.15 485.35 49.99 0.0360 18 199 11.5 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 1.5 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 10 42 486.16 485.35 29.92 0.0271 15 10.6 7.4 4.0 Des 4-m Year: 10 Proiect: North Pointe Apartments Job #: 202203 Prepared bv: KKW. PE INLET STATION OUTLET WATER SURFACE ELEV Lo Do Qo ZW sib I Ir JUNCTION LOSS Vo Ho QIN Viiv Qi*Vi Vi /2g Hi ANGLE Ho Ht 1.3Ht .5Ht FINAL H INLET WATER SURFACEELEV. RIM ELEV 486.35 29.92 15 3.04 0.002 0.07 2.5 0.0 60 0.00 43 1 0 0.02 NA 0.01 0.08 486.43 491.20 473.89 175.20 24 25.40 0.043 7.53 8.1 0.3 EX 81 13.3 7.5 99.37 0.9 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 0.86 487.41 492.20 488.45 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 0.53 488.98 492.83 488.98 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 0.90 489.89 494.27 490.20 160.44 15 8.74 0.018 294 7.1 0.2 50 7.2 5.9 42.02 0.5 0.19 t7 0.05318 0.44 NA 0.22 3.15 493.35 501.53 495.70 157.69 15 7.18 0.012 1.95 5.9 0.1 52 4.4 3.6 15.7 0.2 0.07 5 1 0 0.20 NA 0.10 2.05 497.75 508.13 502.38 62.71 15 439 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 L2 1.0 L 1.09 0.0 0.00 2 0 0.03 NA 0.01 0.18 506.72 511.90 507.31 151.23 15 1.17 0.000 0.05 1.0 0.0 58 0.00 4 0 0.00 NA 0.00 0.05 507.36 511.90 493.50 64.58 15 3.58 0.003 0.20 29 0.0 40 1 0.00 32 0 1 0.03 NA 1 0.02 0.21 1 493.71 501.05 485.47 41.02 15 0.53 0.000 0.00 0.4 0.0 38 1 0.00 89 0 0.00 1 NA 0.00 0.00 485.47 492.95 473.40 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 0.97 474.38 479.70 475.10 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 0.70 475.80 485.67 480.67 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 0.44 481.11 486.00 481.43 127.58 15 4.76 0.005 0.69 3.9 1 0.1 34 2.3 1.9 4.342 0.1 0.02 47 0.02088 0.10 1 NA 0.05 0.74 1 482.17 488.10 48292 80.65 15 2.31 0.001 0.10 19 0.0 36 0.00 5 0 0.01 NA 0.01 0.11 483.03 489.10 468.46 5196 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 1 0.00 54 0 0.00 NA 0.00 0.00 468.47 472.75 453.87 40.50 18 20.35 0.038 1.52 11.5 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 1.25632 2.49 N/A 1.25 4.27 466.72 472.86 466.72 13.00 18 20.35 0.038 0.49 11.5 0.5 6 19.9 11.3 224.7 2.0 0.69 80 1.30341 2.51 NA 1.25 1.74 468.46 475.03 470.39 49.92 18 19.93 0.036 1.80 11.3 0.5 8 13.6 11.1 151.4 1.9 0.67 1 82 1.26474 2.43 NA L21 3.01 1 473.40 478.48 474.25 88.71 15 13.63 0.045 3.95 11.1 0.5 10 13.6 ILI 150 1.9 0.66 21 0.30363 1.45 NA 0.72 4.67 478.92 485.28 481.71 74.90 15 13.57 0.044 3.30 11.1 0.5 12 11.0 8.9 97.93 1.2 0.43 13 0 0.91 NA 0.45 3.76 485.47 490.15 486.08 48.20 15 10.96 0.029 1.39 8.9 0.3 14 110.8 8.8 95.25 1.2 0.42 45 0.458 1.19 NA 0.59 1.98 488.06 493,45 488.06 87.89 15 10.81 0.028 2.46 8.8 0.3 16 8.7 7.1 61.19 0.8 0.27 84 0.51101 1.08 NA 0.54 3.00 491.07 498.60 495.00 160.31 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 3.08 498.08 502.90 498.22 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 1 0 0.11 NA 0.05 0.70 498.92 504.10 499.24 152.91 15 2.60 0.002 0.25 2.1 0.0 22 0.00 28 0 0.02 NA 0.01 0.26 499.50 512.87 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 Hydrology Curb and Gutter Inlet a) L O Q C U L $ V _ C SZ O 0 O 04 _ � 0 C (nQ- N O O ` N 4� v Q) "= N N O L + x O W_ O U C N U L v C 3 Q C cU o 0 i > � cn O L U o U) ai o o FU w ID N 0) CU M 0O C O ~ U L N :i) N c- + .� U C L N E (6 0 M .0 p o L (`� � L O W � 7 j C N (6 x 7 a) 3 L cB o O c O a s= p o a `� a� r i t i c 0 L x > Q U U C3 0US r i cn U) Wo in U) W 0 6 313 4.0 0.02 0.90 0.015 0.06 0.00 0.06 0.0560 0.0200 2.0 0.0833 4.1650 1.69 1.00 3.5192 0.1466 0.1666 2.90 1.38 1.00 0.06 0.00 8 313 6.0 0.03 0.90 0.027 0.11 0.00 0.11 0.0790 0.0200 2.0 0.0833 4.1650 1.96 1.00 3.5192 0.1466 0.1666 4.07 1.47 1.00 0.11 0.00 10 313 6.0 0.03 0.90 0.023 0.09 0.00 0.09 0.0820 0.0200 2.0 0.0833 4.1650 1.85 1.00 3.5192 0.1466 0.1666 3.88 1.55 1.00 0.09 0.00 12STR 313 10.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0790 0.0200 2.0 0.0833 4.1650 4.00 0.96 3.5192 0.1466 0.1608 9.24 1.08 1.00 0.72 0.00 14 313 6.0 0.06 0.70 0.042 0.17 0.00 0.17 0.0530 0.0200 2.0 0.0833 4.1650 2.50 0.99 3.5192 0.1466 0.1652 4.38 1.37 1.00 0.17 0.00 24 313 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0200 0.0200 2.0 0.0833 4.1650 2.18 0.99 3.5192 0.1466 0.1652 2.29 1.75 1.00 0.07 0.00 26 313 6.0 0.13 0.53 0.069 0.28 0.00 0.28 0.0200 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 4.06 1.48 1.00 0.28 0.00 28 313 8.0 0.11 0.68 1 0.075 0.30 0.00 1 0.30 0.0850 0.0200 1 2.0 0.0833 4.1650 2.84 1 0.99 3.5192 1 0.1466 0.1652 6.42 1.25 1 1.00 0.30 0.00 36STR 313 10.0 0.27 0.74 0.200 0.80 0.00 0.80 0.0500 0.0200 2.0 0.0833 4.1650 4.53 0.92 3.5192 0.1466 0.1549 8.60 1.16 1.00 0.80 0.00 40STR 3B 4.0 0.04 0.88 0.035 0.14 0.00 0.14 0.0200 0.0400 2.0 0.0400 1.0000 1.82 1.00 2.0000 0.0833 0.1233 3.61 1.11 1.00 0.14 0.00 44 1 3B 6.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0200 0.0200 2.0 0.0833 4.1650 3.43 0.97 1 3.5192 0.1466 0.1622 3.83 1.56 1.00 1 0.24 0.00 46 313 4.0 0.06 0.70 0.042 0.17 0.00 0.17 0.0200 0.0833 2.0 0.0833 1.0000 1.23 1.00 2.0000 0.0833 0.1666 3.25 1.23 1.00 0.17 0.00 50STR 313 10.0 0.18 0.83 0.149 0.60 0.00 0.60 0.0500 0.0200 2.0 0.0833 4.1650 4.07 0.95 3.5192 0.1466 1 0.1593 7.49 1.34 1.00 0.60 0.00 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is Irequired at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet L L a ai N O O UO L Q i� N U C O U) Q O +_' CV Q) +' Q � O Uj v N p t x p Oo > C fl U3 N td 0) o U > 0) C U O : a) O _@3 -2a N 0 O O 3 U) Lo0 _1 I- O C W C � 3 cv (SS �O N N C N C x N Q C O § x in � 17 N Z 3 O ` U O C E C L +� L 0 W L O � U +- M O) M : 0) � U) - N r I) 11 N _ J E v- - L L X W _ o- > Q U U C� C� C� U� Cn S i) U) H W cu to U) _j _j W a 0 0 ;> 6 313 4.0 0.02 0.90 0.015 0.10 0.00 0.10 1 0.0560 0.0200 2.0 0.0833 4.1650 2.03 1.00 1 3.5192 0.1466 0.1666 3.55 1.13 1.00 0.10 0.00 8 313 6.0 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 10 313 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 313 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 1 0.97 1.13 1 0.04 10 14 313 6.0 0.06 0.70 0.042 0.27 0.00 0.27 0.0530 0.0200 2.0 0.0833 4.1650 3.00 0.99 3.5192 0.1466 0.1652 5.36 1.12 1.00 0.27 0.00 24 38 4.0 0.02 0.90 0.018 0.12 0.00 0.12 1 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 26 313 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 1.18 1.00 1 0.45 0.00 28 313 8.0 0.11 0.68 0.075 0.49 0,00 0.49 0.0850 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.92 1.01 1.00 0.49 0.00 36STR 3B 10.0 0.27 0.74 0.200 1.30 0.00 1.30 0.0500 0.0200 2.0 0.0833 4.1650 5.44 0.86 3.5192 0.1466 0.1461 10.92 0.92 0.99 1.28 0.02 34 SUMP 40STR 313 4.0 0.04 0.88 0.035 0.23 1 0.00 0.23 1 0.0200 0.0400 2.0 0.0400 1.0000 2.18 1.00 2.0000 0.0833 0.1233 4.43 0.90 0.98 0.23 0.00 44 313 6.0 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 1.26 1.00 0.39 0.00 46 313 4.0 0.06 0.70 0.042 0.27 0.00 0.27 0.0200 0.0833 2.0 0.0833 1.0000 1.48 1.00 2.0000 0.0833 0.1666 3.98 1.00 1.00 0.27 0.00 50STR 313 10.0 0.18 0.83 0.149 0.97 0.00 0.97 0.0500 0.0200 2.0 0.0833 4.1650 4.88 0.89 3.5192 0.1466 0.1505 9.50 1.05 1.00 0.97 0.00 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr Table I : Pipe Design Table PIPED SIGN n=0.013 R, e ydrology Pipe D U) C W 0)U o (D U O U Q Q 0 O (D cD Q Q U U I- - o 3 C1 CJ �. � O a > > ;' 0 L u o M - C U3 U N s= a Q to v YC O mO E O O tL > ti Ripe run: TR 22 - OUT 2 20 0.59 0.69 0.410 0.410 6.00 6.35 2.60 2.60 504.68 498.24 193.5 0.013 0.0333 15 13.26 8.38 0.30 30 18 0.59 0.82 0.486 0.896 6.30 6.26 3.04 5.61 498.14 497.22 85.3 0.013 0.0108 15 6.71 6.10 0.23 8 16 0.70 0.85 0.596 1.491 8.00 5.81 3.46 8.67 497.12 494.00 160.3 0.013 0.0195 15 9.01 8.36 0.32 16 14 0.13 0.85 0.111 2.390 15.16 4.52 0.50 10.81 490.45 486.80 87.9 0.013 0.0415 15 13.16 11.93 0.12 4 12 0.06 0.70 0.042 2.432 15.28 4.51 0.19 10.96 486.70 485.08 48.2 0.013 0.0336 15 11.84 10.94 0.07 2 10 0.65 0.78 0.500 3.016 15.36 4.50 2.25 13.57 484.08 480.71 74.9 0.013 0.0450 15 13.71 12.74 0.10 0 8 0.03 0.90 0.023 3.039 15.45 4.49 0.10 13.63 479.71 473.25 88.7 0.013 0.0728 15 17.43 15.68 0.09 6 6 0.03 0.90 0.027 4.455 15.55 4.47 0.12 19.93 471.50 469.19 49.9 0.013 0.0463 18 22.60 14.40 0.06 6 4 0.02 0.90 0.015 4.557 15.61 4.47 0.07 20.35 465.09 464.60 13.0 0.013 0.0377 18 20.39 13.16 0.02 fI 2 0.00 0.30 0.000 4.557 15.62 4.46 0.00 20.35 464.50 461.25 80.6 0.013 0.0403 18 21.09 13.59 0.10 OUT 0.00 0.30 0.000 4.557 15.72 4.45 0.00 20.35 456.28 452.67 40.5 0.013 0.0891 18 31.36 18.81 0.04 Ripe run: �TR 26 - STR 6 6 24 0.13 0.53 0.069 0.069 6.00 6.35 0.44 0.44 465.89 465.60 33.3 0.013 0.0087 15 6.02 2.84 0.20 4 6 0.02 0.90 0.018 0.087 6.20 6.29 0.11 0.55 465.50 465.19 52.0 0.013 0.0060 15 4.99 2.65 0.33 Pipe run: 41TR 36 - STR 8 6 34 0.48 0.76 0.364 0.364 6.00 6.35 2.31 2.31 482.87 481.92 80.7 0.013 0.0118 15 T01 5.09 0.26 '4 32 0.48 0.82 0.395 0.759 6.26 6.27 2.48 4.76 481.82 480.43 127.6 0.013 0.0109 15 6.74 5.96 0.36 2 30 0.51 0.84 0.429 1.188 6.62 6.17 2.65 7.33 480.33 479.67 24.0 0.013 0.0275 15 10.70 9.35 0.04 0 28 0.14 0.90 0.126 1.314 6.66 6.16 0.78 8.10 475.00 474.10 26.2 0.013 0.0343 15 11.97 10.46 0.04 38 8 0.11 0.68 0.075 1.389 6.71 6.15 0.46 8.54 472.58 471.60 31.8 0.013 0.0308 15 11.34 10.11 0.05 Rpe run. 4TR 38 - STR 12 8 12 0.12 0.70 0.084 1 0.084 6.00 6.35 0.53 0.53 484.67 484.08 41.0 0.013 0.0144 15 7.75 3.52 0.19 Rpe run: TR 40 - STR 16 40 16 1.10 0.72 0.788 0.788 15.00 4.55 3.58 3.58 493.70 492.50 64.6 0.013 0.0186 15 8.81 6.78 0.16 Rpe run: TR 58 - D( 81 68 56 0.21 0.83 0.175 0.175 5.00 6.67 1.17 1.17 507.24 506.31 151.2 0.013 0.0061 15 5.07 3.32 0.76 �6 54 0.32 0.84 0.269 0.444 5.76 6.42 1.73 2.86 506.21 505.54 87.0 0.013 0.0077 15 5.67 4.62 0.31 52 0.28 0.89 0.249 0.694 6.07 6.33 1.58 4.39 502.21 501.38 62.7 0.013 0.0132 15 7.43 6.29 0.17 �2 50 0.75 0.72 0.542 1.236 8.00 5.81 3.15 7.18 499.52 494.70 157.7 0.013 0.0306 15 11.29 9.69 0.27 0 48 0.33 0.86 0.284 1.520 8.27 5.75 1.63 8.74 493.60 489.20 160.4 0.013 0.0274 15 10.70 9.70 0.28 8 46 0.34 0.79 0.269 1.789 8.55 5.68 1.53 10.17 489.10 487.67 23.0 0.013 0.0623 15 16.12 13.83 0.03 6 44 0.06 0.70 0.042 1.831 8.57 5.68 0.24 10.40 487.57 487.25 28.7 0.013 0.0112 18 11.10 7.13 0.07 14 42 0.08 0.75 0.060 1.891 8.64 5.66 0.34 10.71 487.15 485.35 50.0 0.013 0.0360 18 19.93 11.47 0.07 12 E( 81 0.00 0.30 To-.000- 2.347 8.71 5.65 0.00 13.25 483.00 482.54 16.1 0.013 0.0286 18 17.77 11.01 0.02 81 EC83 4.27 0.64 2.733 5.080 12.00 5.00 13.66 25.40 480.55 472.29 175.2 0.013 0.0471 24 26.61 9.64 0.30 Rpe run: STR 60 - STR 42 0 42 0.54 0.85 0.456 0.456 5.00 6.67 3.04 3.04 1 486.16 485.35 29.9 0.013 0.0271 15 10.63 7.41 0.07 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet > C ii > (B v� (a t�i 00 N U L O C O F Q U U CT a C3 /1 0 i5 Q $ C � L U)u) � N U cu C O:50 70 G .(D � W U 1 c0 3 rn - L6 Q ..-. O a)U)v W W L -0 I- � left 0.13 0.85 0.111 0.44 0.00 0.44 0.0010 0.0500 2.0 1 0.0833 1 1.6660 4.26 16 38 6.0 combined flow 0.4 1 0.07 0.161 1.47 18STR F 3C 7 12.0 left 0.13 0.86 0.112 0.45 0.00 0.45 0.0010 0.0500 2.0 0.0833 1.6660 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 combined flow 2.0 0.14 1 0.314 2.88 10.361 right 0.43 0.84 1.44 0.00 1.44 0.0500 1 0.0200 1 2.0 1 0.0833 1 4.1650 5.66 20STR 313 10.0 combined flow 1.4 0.13 0.281 6.44 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 1 0.0833 1.6660 4.48 30 313 6.0 combined flow 0.5 0.08 0.176 1.61 32STR 313 fi.0 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 combined flow 0.8 0.11 0.236 1 2.17 left 0.11 0.82 0.090 0.36 0.00 1 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 1 2.0 0.0833 2.5242 7.56 34STR 3B 10.0 combined flow 1.4 0.12 0.272 1 3.78 right 0.12 0.70 0.084 0.34 1 0.00 0.34 0.0500 0.0100 2.0 0.0833 8.3300 5.05 38 313 8.0 combined flow 0.3 0.05 0.118 1 5.41 left 0.34 1 0.79 0.269 1.07 1 0.00 1.07 0.0500 0.0200 2.0 0.0833 4.1650 5.07 48 3B 1 12.0 combined flow 1.1 0.10 0.210 4.82 left 0.23 1 0.73 0.168 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 56STR 3C 6.0 left 0.02 0.82 0.016 0.07 0.00 0.07 0.0010 0.0300 1 2.0 0.0833 2.7767 2.87 right 0.20 1 0.82 0.164 0.66 0.00 0.66 0.0010 1 0.0300 1 2.0 1 0.0833 1 2.7767-j 6.81 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 313 6.0 combined flow 0.7 0.10 0.211 1.93 right 0.33 1 0.81 0.267 1.07 1 0.00 1.07 0.0010 0.0500 2.0 0.0833 1.6660 5.94 60STR 313 8.0 combined flow 1.1 0.12 0.256 2.34 " gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 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. 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 L o W Q L6 �% N 4- L C Q O O N Q_ C O 0 N > O U i O O `~ _`-' � p U (n U CL �O C � � L (6 L N L O � O t; UJ O O Y 0 t[S �- U o +. +4-% C L L U) L c O to o L 0 0' U) :Z > J Q �= Q U U 0 a C3 ( � x 3 3 U) � U) U) t= -0 aBi left 0.13 0.85 0.111 0.72 1 0.00 0.72 0.0010 0.0500 2.0 0.0833 1.6660 1 5.12 16 3B 6.0 combined flow 0.7 0.10 0.222 2.04 left 0.13 0.86 10.1121 0.73 1 0.00 0.73 0.0010 1 0.0500 2.0 T 0.0833 1 1.6660 1 5.14 right 0.44 0.86 0.378 2.46 1 0.00 2.46 0.0010 0.0500 2.0 0.0833 1 1.6660 1 8.12 18STR 3C 7 12.0 combined flow 3.2 0.20 0.434 3.98 right 0.43 1 0.84 0.361 2.35 0.00 2.35 0.0500 0.0200 2.0 0.0833 4.1650 6.79 20STR 313 10.0 combined flow 2.3 1 0.18 0.388 8.90 right 0.44 1 0.72 0.317 2.06 0.00 2.06 0.0300 0.0200 2.0 1 0.0833 4.1650 1 7.12 22STR 313 10.0 combined flow 2.1 0.16 0.356 1 8.15 right 0.14 0.90 0.126 0.82 0,00 0.82 0.0010 0.0500 T2.0 0.0833 1.6660 5.37 30 313 6.0 combined flow 0.8 0.11 0.243 2.22 right 0.24 1 0.82 0.197 1.28 0.00 1.28 0.0010 0.0500 2.0 0.0833 1.6660 6.35 32STR 313 6.0 combined flow 1.3 0.15 0.327 1 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 1 2.0 0.0833 2.5242 9.07 34STR 313 10.0 combined flow 2.3 0.17 0.378 1 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 38 313 7 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 1 0.0833 4.1650 6.08 48 313 12.0 combined flow 1.7 0.13 1 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 313 6.0 combined flow 1.1 1 0.13 0.294T 6.73 left 0.10 0.89 0.089 0.58 0.00 0.58 0.0010 0.0500 2.0 0.0833 1.6660 4.72 right 0.14 0.89 0.125 0.81 0.00 0.81 0.0010 0.0500 2.0 0.0833 1.6660 5.35 54STR 3C 6.0 combined flow 1A 0.16 0.345 1 3.16 left 1 0.02 1 0.82 10.0161 0.11 1 0.00 0.11 0.0010 0.0300 2.0 0.0833 2.7767 3.44 right 0.20 1 0.82 0.164 1.07 1 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 1 0.83 0.166 1.08 0.00 1.08 0.0010 0.0500 2.0 0,0833 1.6660 5.96 58STR 313 6.0 combined flow 1.1 0.13 0.292 2.67 right 0.33 0.81 0.267 1.74 0.00 1.74 0.0010 0.0500 2.0 0.0833 1.6660 7.13 60STR 313 j 8.0 combined flow 1.7 0.16 0.353 3.24 * gutter longitudinal slope of 0.001 shoul be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet Spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffi e for the 10yr conveyance to the facilities NOTE: Inlet size for structures determin d by overland flow. Pipes have been sized to incl de overland flow as well as yard inlet and roof dr in drainage areas. 471,.V H 00 a SCOTT R. LLINS IZ � Lic. No. 035791,E ,e$ 01/17/23 SIGNAL E'� Z to W (D � z O H O 0 oU w LU J Q f- O Z w m O H m U J Q C) Q U O Z ~ o LU 1 o LU W pz oU')o� Q Q W m z z U) U U) U LU 0 o V) z a. ~` O FUj _ Z O Q > - LUj CV N M fV N N w C C C N N N QkD T__q 0 .-+ C Ln 1 00 1 CO L9 ti Cl? M N M N O N N i w J J W H 9 O J U Y W H Ul ZW J W J a 0 u z a w J Q Z Il. Q W Q 2 cn a z w � z O U I- a U v w w U) a z z in w Q a Q w z 0 a J O ti F WLLj z � a JOB NO. 182150 SCALE 1 =30 SHEET NO. 14 STR:22 VDOT STD. 515 TP=512.87 -- -- _ I PROPO E GRADE (TYP.) INV OUT: 504.68 � T( STR:20 VDOT STD. DI-313 (L=zo') 510 _ --_ EXISTING GRADE (TYP.) - - . -- - - - _ _- - - ---- -- -- STR:16 VDOT STD. DI-313 (L=6') TP=So4.10 INV IN: 8 2 I N V O UT: 498.14 TO 22 TO 18 510 TP=498.6o STR:18 VDOT STD. DI-3C (L=12') PROPOSED SANITARY 6" PVC SEWER LATERAL 505 INV IN: oo TO 18 494• INV IN: 492.5o TO 40 (OUT: - INV OUT: 490.45 TO 14 --- --- --------- -- - TP=502.90 INV IN: 497.22 TO 20 I NV O UT. 497.12 TO 16 - - - + � -�- - 505 ---- - STR:14 VDOT STD. DI-313 (L=6') 3.5 TP=493.45 INV IN: 486.SoT016 MIN. , - � o0 3•''3/ 500 - - INV OUT: 486.7o TO 12 ( - r ---- __ -T -- - - - �1. 2' -� - 15N�P - °�F - -- --- 500 STR:12 VDOT STD. DI-3B (L=1o') -- zz - -- :�4 TP=49o.15 / _ _ _ - 15„ DPE ° PROPOSED 4" CL. 52 D.I. 49 5 INV IN: 485.o8 TO 14 �, - - - INV IN: 484.o8 TO 38 - / - i INV OUT: 483.98 TO 10 STRao VDOT STD. DI-313 (L=6') TP=485.28 / 3 _- - 2 LF Q 1.08/o _ _- T 85.3 WATERLINE CROSSING 495. --- - -- 4.7' 1S" HDPE N INV IN: 480.71 TO 12 / 3.5' MIN . 16o.31 LF @a 1.95% 490 INV OUT: 479.73.TO 8 / MIN. 490 STR:8 VDOT STD. DI-313 (L=6') 1.3' - `' 15 TP=478-48/ INV IN: 473.25 TO 10 / 1.2 19 �• a9 INV IN: 471.6o TO 28 a 8') 485 INV OUT: 471.5o TO 6 / ' '�, --- -- - _ --- PROPOSED 8 CL. 52 VDOT STD. DI-3B (L=4') / - 1.0 WATERLINE CROSSING D.I. _ PROPOSED - 6" PVC SEWER _ LATERAL - -�- 485 - STR:6 SANITARY TP=475.03 �- PROPOSED 8" CL. 52 D.I. INV IN: 465.19 TO 24 -' " WATERLINE CROSSING 1.0 480 INV IN: 469.19 TO 8 INV OUT: 465.09 TO 4 / 15" HDPE 4 Cap 3 37 480 I __- T `'~ PROPOSED 4" PVC SANITARY _- - ---- - - -- -_ SEWER LATERAL TO MAINTENANCE STR: VDOT STD. MH 4 475 TP=472.86 ,-� Q� Q, -' ,.�� ��' ,= tic, PROPOSED 6" PVC SANITARY SEWER LATERAL TO BLDG. 5 1 475 - INV I N : 464.6o TO 6 - STR:2 VDOT STD. MH INV OUT: 464.5o TO 2 / - y�.� - --- - �g'1 ---- -15�� HDPE - 74.90 LF �a 4.37% - ------__- -- - __- - -- �. --- -- - ---- - -- TP=467.00 / I INV IN: 461.25 TO 4 i INV OUT: 456.28 TO ®- ' g 0' HYDRAULIC GRADE LINE (TYP) / 470 470 -MH1-EX - zo A" HDPE 460 J 5 6' 13.00 LF �7a 3.77% 460 \_18" HDPE / 80.6o LF @a 4.03% 455 / Cif /00 455 ti VQ 450 450 � 441 5 - - -- 445 442 -------- - -- --- __- - 442 rn N Ln Ln C6 + 00 14 �, � r. 0) !) c"9 � t rn tom, N N Oj � CO cn rl M � 0o N m fit i f� 00 ' co -It CY 1 rl r, 01 ' N Ln 00 00 M Ol 00 a, ri . lD m 0') D7 It 't lD 01 0 0) O 110 ,� M N 6 O O -.fi w l,D (i) 0 O O It 00 ri N 0 O O N M Ql i*1 M O O Ln � Ln �D Li) O O O �y'� � o0 00 O Orl � rl O �- �- �- �" It It � '�" �- -4- Ln Ln Ln V) tt? Ln Lf } Ln Ln Ln Ldi Ln L(7 Ln DI-313 (L=1o') ) 20 500 PROPOSED GRADE (TYP. STR:30 VDOT STD. DI-313 (L=6') TP=485.67 INV IN: 479.67 TO 32 INV OUT: 475.00 TO 28 STR:28 VDOT STD. DI-313 (L=8') TP=479.70 INV IN: 474.10 TO 30. INV OUT: 472.58 TO 8 I STR:8 VDOT STD. DI-3B (L=6') TP=478.48 INV IN: 473.25 TO so INV IN: 471.6o TO 28 INV OUT: 471.So TO 6 / 480 / 3.5' MI.N. STR:12 VDOT STD INV IN: INV IN: INV OUT: PROPOSI WATER 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 STR:24 VDOT STD. DI-313 (L=4') ROPOSED GRADE (TYP.) STR22 - OUT TP=473.02 _ 1 INV IN: 465.6o TO 26 480 INV OUT: 465.5o TO 6 STR:26 VDOT STD. DI-313 (L=6') EXISTING GRADE (TYP. TP=472.75 I I INV OUT: 465.89 TO 24 STR:6 VDOT STD. DI-313 (L=4') TP=475.03 475 INV IN: 465.19 TO 24 INV IN: 469.19 TO 8 INV OUT: 465.o9 TO 4 470 3.5' 470 HORIZONTAL GRAPHIC SCALE MIN _ - _ 50 0 25 50 100 PROPOSED 8" CL. 52 D.I. (IN F'EE`I') -- WATERLINE CROSSING I INCH = 50 FT. 465 _ --- �� � _ 465 15" HDPE 51.96 LF @a o.6o% 15" HDPE VERTICAL GRAPHIC SCALE 46 2 1 33.34 LF @a o.87%2 5 0 2.5 5 10 - HYDRAULIC GRADE `fl-I�' � LINE (TYP) (IN FEET) 1 INCH = 5 FT. 10+00 10+50 11 +00 STR 26 - STR 6 ---- - _-_-_--_- STR:34 V DIOT STD. D I -3B (L=zo') - 500 EXISTING GRADE (TYP.) TP=488.10 INV IN: 481.92 TO 36 -` , -- INV OUT: 481.82 TO 32 STR:32 VDOT STD. DI-313 (L=6') STR:36 VDOT STD. DI-313 (L=1o`) _TP=486.00 - TP=489.10 INV IN: 480.43 TO 34 INV OUT: 482.87 TO 34 INV OUT: 480.33 TO 30 \\ / 490 3.5' PROPOSED " CL. 2 D.I. S / 4 5 2.8' MIN. FIRE LINE CROSSING zvoza �5„ HDPE 127.58 LF 1.09% 15" HDPE 24.04 LF @a 2.75% 475 1.2' 15" HDPE 26.22 LF @a 3.43% 470 PROPOSED 8" CL. 52 D.I. ---- - WATERLINE CROSSING - - - 15" HDPE 46 8 31.79 LF �a 3.o8% -ItN r-1 O Ln 00 ;-0�! 0) �? O O r` Ln co 00 00 N c 0 3co co 485 1.2 1- 4' 35__ r-- -- - PROPOSED 2.5" COPPER LATERALCROSSING PROPOSED 6" PVC SANITARY SEWER LATERAL FROM MH2 15" HDPE 80.65 LF @a 1.17% 1 475 HYDRAULIC GRADE LINE (TYP) IN 10+00 10+50 11+00 11+50 12+00 12+50 STR 36 - STR 8 r-PROPOSED GRADE (TYP.) EXISTING GRADE 500 i ; 500 STR:38 VDOT S DI-313 (L=1o') TP=492.95 TP=491.15 INV OUT: 484.6 485.o8 TO 14 484.o8 TO 38 495 483.98 TO 10 - I 490 490 3.5 :D 8" CL. 52 D.I. MIN. -INE CROSSING 485 1.2' ( �, _ 485 r 1.0' AULIC GRADE LINE (TYP) 15" \\-4'1.o:z HDPE 480 i LF PROPOSED @a 1.44% 4„F 478 SEWER LATER 00 m t�l � Zt 10+00 10+50 STR 38 - STR zz 200 20 TYP.) TD. DI-313 (L=8') 7 TO 12 VC SANITARY ,L TO MAINTENANCE STR:16 VDOT STI INV IN: INV IN: INV OUT: 470 �•i 13+00 PROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) ). DI-313 (L=6') 505 TP=498.60 494.0o TO 18 STR:4o VDOT STD. DI-3E 492.5o TO 40 TP=5o1.o5 490.45 TO 14 i INV OUT: 493.7o TO 16 500 500 3.5' MIN. HYDRAULIC GRADE LINE (TYP) 495 I 1.2' 495 PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING 2.9 490 15" HDPE 64.58 LF �7a 1.86% 490 PROPOSED SANITARY SEWER CROSSING 485 485 MH5-MH4 482 1 482 Lr) rn 0 � cr)rnIt _zt 0 O° Ln 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 2113, 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 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-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-1 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 Al" 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. f 0SCOTT R. LINS'Z ,L.0 Lic. No. 035791,�. 01/17/23 SIQNAL E� W� � z o 0 z 0 oU H v w Lu J ce ¢ V) z Z W o o m m v U) 0� < z V o o z z o Lu w 0 o o oc `n = z z w LL F- 0 o � " uj _� z 0 a '-' F w `f' z o F__, J ¢ z W cy- N N N O a to ,--+ o Ln oo ROOF DRAINSCHEDULE DRAINAGE STR DOWNSTREAM INVERT IN INVERT OUT DISTAN("E SLOPE PIPE SIZE INLET TYPE NOTES A7 A6 490.33 490.16 35 0.005 6 8" C.O. A6 A5 490.16 490.04 24 0.005 6 8" C.O. A5 A4 490.04 489.80 47 0.005 8 8" C.O. A4 An)489.80 489.63 35 0.005 8 8" C.O. A3 A2 489.63 489.49 27 0.005 8 8" C.O. A2 Al 489.49 488.50 16 0.062 12 8"C.O. Al 60 488.50 488.00 18 0.0275 12 1211 YD All A10 489.50 488.39 37 0.03 6 8" C.O. TRAFFIC RATED TOP A10 A9 488.39 488.12 9 0.03 6 8" C.O. TRAFFIC RATED TOP A9 A8 488.12 487.73 13 0.03 8 8" C.O. A8 36 487.73 486.50 14 0.088 8 8" C.O. A16 A15 490.33 490.00 33 0.01 6 8" C.O. A15 A14 490.00 489.90 13 1 0.008 8 12" YD A14 A13 489.90 489.55 23 0.015 8 8" C.O. TRAFFIC RATED TOP A13 Al2 489.55 488.74 45 0.018 8 8" C.O. TRAFFIC RATED TOP Al2 60 488.74 488.50 30 0.008 8 8" C.O. TRAFFIC RATED TOP A23 A22 490.33 489.83 50 0.01 6 8" C.O. A22 A21 489.83 486.05 27 0.14 8 8" C.O. A21 A20 486.05 485.90 19 1 0.008 8 12" YD A20 A19 485.90 485.75 21 0.007 12 12" YD A l 9 A 18 485.75 485.61 20 0.007 12 8" C.O. A18 A17 485.61 485.56 7 0.007 12 12" YD A17 36 485.56 485.50 10 0.0067 12 8" C.O. 137 B6 486.75 485.99 101 0.0075 6 8" C.O. B6 B5 485.99 485.46 71 0.0075 8 81" C.O. 135 134 485.46 484.85 49 0.0125 8 8" C.O. 134 133 484.85 484.67 14 0.0125 8 8" C.O. 133 B2 484.67 484.02 65 0.01 8 12" YD 132 B1 484.02 483.83 19 0.01 8 8" C.O. B1 32 483.83 483.50 11 0.03 12 12" YD 139 138 484.50 484.00 10 0.05 6 8" C.O. 138 B 1 484.00 483.83 17 0.01 8 12" YD B 14 B 13 486.30 486.20 3 0.033 6 12" YD B13 1310 486.20 485.60 60 0.01 8 8" C.O. TRAFFIC RATED TOP 1310 34 485.60 485.50 2 0.05 8 8" C.O. TRAFFIC .RATED TOP B 11 1310 486.00 485.60 5 0.08 6 12" YD B12 136 486.50 485.90 5 0.1.2 6 12" YD C9 C8 499.00 498.86 28 0.005 8 12" YD C8 C7 498.86 498.76 20 0.005 8 12" YD C7 C6 498.76 498.65 22 1 0.005 8 12" YD C6 C5 498.65 498.57 16 1 0.005 8 12" YD C5 C4 498.57 498.49 16 0.005 12 12" YD C4 C3 498.49 498.38 22 0.005 12 12" YD C3 C2 498.38 497.20 32 0.0368 12 12" YD C2 C1 497.20 495.80 14 co 1.2 8" C.O. C 1 50 495.80 494.70 72 0.0153 12 8" C.O. C 16 C 15 499.50 499.12 38 0.01 8 12" YD C l 5 C 14 499.12 498.90 21 0.0105 8 12" YD C 14 C 13 498.90 498.30 30 0.02 8 12" YD C 13 C 12 498.30 497.70 30 0.02 8 IT' YD C l2 C11 497.70 497.35 70 0.005 12 12" YD C11 40 497.35 497.05 3U1 0.01 12 8" C.O. C l U C 1 498.50 497.55 95 0.01 8 8" C.O. C19 C18 499.50 498.00 38 0.0395 6 8" C.O. C 18 C 17 498.00 497.85 21 0.0073 8 12" YD C 17 C 12 497.85 497.70 30 0.005 8 12" YD C21 C20 499.10 498.75 25 0.01 6 12" YD C20 C4 498.75 498.50 25 0.01 6 12" YD C23 C22 499.25 499.00 25 0.01 6 12" YD C22 C8 499.00 498.90 10 0.0105 8 12" YD C33 C32 499.50 499.37 22 0.006 6 12" YD C32 C31 499.37 499.28 15 0.006 6 8" C.O. C31 C30 499.28 499.19 15 0.006 8 12" YD C30 C29 499.19 498.95 40 0.006 8 12" YD C29 C28 498.95 498.78 33 0.005 12 12" YD C28 C27 498.78 498.72 1.3 0.005 12 12" YD C27 C26 498.72 498.61 21 0.005 12 8" C.O. C26 C25 498.61 498.50 22 0.005 12 12" YD C25 C24 498.50 498.38 16 0.008 12 12" YD C24 40 498.38 497.05 28 0.0472 12 12" YD C35 C27 499.50 498.80 20 0.035 6 12" YD C36 C31 1 499.70 499.30 1 40 0.01 6 8" C.O. 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". 2. 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-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-1 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 Aj" 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. 515 STR:48 VDOT STD. DI-313 (L=12') TP=494.27 510 INV IN: 489.2o TO 5o INV OUT: 489.10 TO 46 STR:46 VDOT STD. DI-313 (L=4') TP=492.83 505 INV IN: 487.67 TO 48 INV OUT: 487.57 TO 44 STR:44 VDOT STD. DI-313 (L=6') TP=492.20 INV IN: 487.25 TO 46 INV OUT: 487.15 TO 42 -_ i I STR:42 VDOT STD. MH TP=490.6o INV IN: 485.35 TO 44 INV IN: 485.35 TO 6o INV OUT: 483.00 TO EX 81 STR:EX 81 EXISTING DI TP=486.54 INV IN: 482.54 TO 42 i EX INV OUT. 480.55 '- -- • 1 !r;'NDpE % 18�� � 2.8� 480 16.01 478 ................ 18" HDPE 49.99 LF @a 3.6o% N 0O '' 00 06 0 N nt (V C7 t O) 0) XISTING GRADE (TYP.) woo -r D o 160.44E 15" HDPE 22.97 LF @a 6.21% 10+00 10+50 11 +00 11 +50 12+00 12+50 ROOF DRAIN SCHEDULE D3 D2 509.75 1 509.57 22 0.008 6 12" YD D2 56 509.57 1 509.50 7 0.01 8 12" YD D1 54 508.50 508.00 12 0.042 6 6" C.O. TRAFFIC RATED TOP D10 58 499.50 499.48 4 0.006 6 6" C.O. TRAFFIC RATED TOP D9 D8 510.00 509.93 12 0.006 6 12" YD D8 D7 509.93 1 509.86 12 0.006 6 8" C.O. D7 D6 509.86 509.75 22 0.005 8 12" YD D6 D5 509.75 1 509.71 8 0.005 8 12" YD D5 D4 509.71 509.63 16 0.005 8 81' C.O. D4 D2 509.63 509.50 26 0.005 8 12" YD E5 E4 490.50 490.45 8 0.006 6 8" C.O. Ell E3 490.45 489.23 245 0.005 8 12" YD E3 E2 489.23 489.18 10 0.005 12 12" YD E2 El 489.18 488.68 20 0.025 12 8" C.O. El 12 488.68 488.10 20 0.029 12 8" C.O. E9 E8 490.00 489.95 5 0.01 6 12" YD E8 E7 490.50 490.40 7 0.014 6 8" C.O. E7 E6 490.40 489.70 20 0.035 8 8" C.O. E6 E3 489.70 489.25 13 0.035 8 8" C.U. E10 16 497.00 496.00 20 0.05 4 6" C.O. E13 E12 499.75 1 499.40 52 0.0068 6 8" C.U. E12 Ell 499.40 499.10 28 0.0105 6 12" YD Ell 18 499.10 499.05 5 0.01 8 8" C.O. E14 E12 499.60 499.40 5 0.04 6 12" YD E17 E16 501.00 1 499.96 52 0.02 6 12" YD E16 E15 499.96 499.40 28 0.02 6 8" C.O. E15 Ell 499.40 499.10 5 0.06 6 12" YD E21 E20 500.50 500.28 22 0.01 6 12" YD E20 E19 500.28 500.20 8 0.01 6 IT' YD E19 E18 500.20 500.04 16 0.01 8 12" YD E18 20 500.04 500.00 3 0.0.13 8 8" C.U. TRAFFIC RATED TOP E22 E7 493.40 490.40 50 0.06 6 12" YD STR:S4 VDOT STD. DI-3C (L=6') TP=51o.23 INV IN: 505.54 TO 56 INV OUT: 502.21 TO 52 STR:52 VDOT STD. DI-313 (L=6') TP=5o8.13 INV I N : 501.38 TO 54 INV OUT: 499.52 TO 5o 1 I STR:5o VDOT STD. DI-313 (L=1o") TP=5o1.53 INV IN: 494.70 TO 52 INV OUT: 493.6o TO 48 3. 5' - - HDPE 1. 3' 87.01 L' F @a o .77% i PE PROPOSED 8" CL. 52 D.I. -� 15" HD % WATERLINE CROSSING -62 71 LF @ i 33 i 51 �f 15`NDpE o6% 3 -T ------ - HYDRAULIC GRADE LINE (TYP) EXISTING 8" CL. 52 D.I. WATERLINE CROSSING CROSSING DEPTH TO BE FIELD VERIFIED N N O 00 Cal i-d LLn Ln b15 � l C� Ln 13+00 13+50 14+00 14+50 STR 58 - EX 81 1 c 0o C a a) O 0 hci Ln LI) Ln ROPOSED GRADE (TYP.) STR:56 VDOT STD. DI-3C (L=6') TP=511.go INV IN: 5o6.31 TO 58 - - INV OUT: 5o6.21 TO 54 0 H ri � N Ln Ln 15+00 15+50 16+00 ROOF DRAIN SCHEDULE 15" HDPE 151.23 LF @a o.62% XISTING GRADE (TYP.) STR:58 VDOT STD. DI-313 (L=6') TP=511.58 INV OUT: 507.24 TO 56 1 1 5151 N 0 a-t N N Ln LnLLr1 16+50 17+00 17+50 F4 F3 508.00 507.00 100 0.01 6 8" C.O. F3 F2 507.00 505.40 80 0.02 6 8" C.O. F2 F 1 505.40 504.68 12 0.06 6 8" C.O. F 1 E4 504.68 490.46 50 0.2845 8 12" YD F5 E18 504.50 500.26 106 0.04 6 6" C.O. TRAFFIC RATED TOP F 15 F 14 510.00 509.92 8 0.01 8 12" YD F 14 F 13 509.92 509.79 13 0.01 8 12" YD F 13 F 12 509.79 509.71 8 0.01 8 12" YD F 12 F l l 509.71 509.62 9 0.01 8 12" YD F11 Flo 509.62 509.57 5 0.01 8 U" C.O. Flo F9 509.57 509.47 10 0.01 12 1 12" YD F9 F8 509.47 509.37 10 0.01 12 12" YD F8 F7 509.37 509.22 15 0.01 12 12" YD F7 F6 509.22 508.99 23 0.01 12 8" C.O. F6 22 508.99 508.95 4 0.01 12 8" C.O. F 17 F8 512.00 509.48 12 0.21 6 12" YD F19 F18 509.50 509.45 5 0.01 6 12" YD F 18 F6 509.45 509.00 45 0.01 8 1 811-C.O. F20 F6 509.50 509.00 5 0.1 6 12" YD G3 G2 515.50 514.56 135 0.007 6 8" C.O. TRAFFIC RATED TOP G2 G 1 514.56 512.25 29 0.0795 6 8" C.O. TRAFFIC RATED TOP G 1 52 512.25 505.00 120 0.0604 12 8" C.O. G 17 G16 517.00 516.73 54 0.005 6 6" C.O. TRAFFIC RATED TOP G16 G15 516.73 516.47 52 0.005 6 6" C.O. G 15 G 14 516.47 516.40 15 0.005 6 12" YD G 14 G 13 516.40 516.33 14 0.005 6 12" YD G 13 G 12 516.33 516.18 30 0.005 8 12" YD G 12 G 11 516.18 516.02 32 0.005 8 12" YD G 11 G10 516.02 515.87 30 0.005 8 12" YD G10 G9 515.87 515.68 37 0.005 8 12" YD G9 G8 515.68 515.57 23 0.005 8 12" YD G8 G7 515.57 515.41 32 0.005 8 12" YD G7 G6 5 15.4 1 515.27 28 0.005 8 12" YD G6 G5 515.27 515.09 18 0.01 8 8" C.O. G5 G4 515.09 512.67 69 0.035 8 1.2" YD G4 G l 512.67 512.25 15 0.028 8 8" C.O. G 18 G4 51.3.00 512.68 16 0.02 6 12" YD 50 5 STR:42 VI INV IN: INV IN: INV OUT: 48 510 IT6Ii� 500 495 • 480 478 PROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) STR:6o VDOT STD. 495 FTP=491.20 INV OUT: 486.16 T io+oa io+sa STR 60 - STR 421 HORIZONTAL GRAPHIC SCALE 0 25 50 100 (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT. O DI-313 (L=8') 42 m 200 20 p�� 1ri OF � r �' G� O SCOTTNR.LLINSZ Lic. No. 035791,E Yd�o 01/17/23 sI ONAL E� z cn w � z O 0 z z O oU o v 0 w ce Q z0 ¢ w z F- m COO CL ¢ 0 U) 0_1 < z U O o z V ' � z w cn 0 0ce C) H � w z z Um� ) tD U,) a LL F- 0 o � �Z W z _ Lu ce 0 Lu z O ¢ z F-1 `L. w N fV M N tV N 0 Ln oo 0 GRADE BREAK STA = 10- ELEV = 4 LOW PT STA: 14+00.96 LOW PT ELEV: 495.36 PVI STA:14+15.98 PVI ELEV:495.66 K:10.02 LVC: 30.05 HIGH PT STA: 15+35.23 HIGH PT ELEV: 497.78 PVI STA:15+50.23 PVI ELEV:497.48 K:10.45 LVC: 30.00 r0 00 ro Lo N +m +m LOW PT STA: 16+ 75.00 LOW PT ELEV: 492.12 PVI STA:16+50.00 PVI ELEV:492.62 rn ,� o (N W W K:1 .41 Co Uri ,oco &i> &j> LVC: 0.00 500 00) +� Um 0Li 500 d- m w o 0o o - , -- UiU 2.pp Nrn Cal-_ �� �jv> U> �� +d- +d- EXISTING GRADE (TYP.) > m > 0 \ W 495 LOW T STA: 10+ -1.59 - - --- - - - - -- - - �- m - '00 d- __ - -- 00 - - cD �� �- w U �g_5C) co m-_ r- U U W - - - 495 LOW T ELEV: 472.17 rn 0) > w PVI STA: 10+ 21. 9 / GRAD BREAK STA P ELEV:472.1 4r� w � ELEV ° 49 .575 LVC:10.00 LOW PT STA: 10+69.81 /� rn N m w 490 LOW PT ELEV: 473.09� 0 49 0 N N I�V1--Sfi�: 1= 00.8fi -_- -_-_ / -r�} -- -_ _ -- -_- - _ co N co N PVI ELE : 473.71 + �" + "t + d- + K:1 p.14 L; j 0 0 LVC: �2.00 , .. ., v HIG PT STA: 1 +91.42 Ir-w T- w 0i > cn> HIG PT ELEV: 98.51 485 v > w 00 o Oo N °° W VI STA:14+8 .29 485 > .1-4 co Ij -cn --- _ - -_- V. -49- . - - m w + �. 0 + d- � HIGH PT STA: 13+83.7 K : 7. 41 / HIGH PT E EV: 495.02 LVC:51.90 v m cfi v w / PVI STA 13+56.79 > / PVI ELEV: 494.48 480 m K: 3.83 480 AZ LV : .00 i-PROPOSED GRADE (TYP.) 475 475 00.00 2. o 2.0 % 2.553 ° - -- 470 470 468 468 c �.11 e� r� cv O m N N 00 rn 00 m e � N co 00 N 00 �- o l0 .t O `n r� as �' �t co 00 m r> 00 o n O �- Lf1 tV f`e N N tom. ri r �' L?i r ^�' f i 1 c ,�" r l co �"�' N co m N m 1p m �'` 00 CTl CJ1 Ql 00 o"l - 00 �- �o M ..t' �- iY1 Ql cn -`�- m 'A Ql m rl �. � �.. � � ,�. PROPOSED 811 ) AND 2-8" GATE PROPOSED 8"-12.25° PROPOSED i" CORP SERVICE LINE 1" WATER METER FOR CLU 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 HUNTLY RIDGE STREET (DESIGN SPEED=i.5 MPH) 520 520 515 515 PROPOSED 8"x4" TEE, 4" GATE VALVE XISTING GRADE (TYP) . / 4�� TAPPED PLUG WITH CONNECTING COPPER TO WATER METER VAULT FOR BUILDINGS & 6 . 2" 5 ' 510 AND 8" INLINE GATE VALVE '' 510 VC-PROPOSEDE PROPOSED GRADE (TYP.) 505 1.7 505 - ` I MH8-MH7 500 4.9 -500 ,,�' PROPOSED 6" SANITARY 0---LATERAL CROSSING TO BLDG. 4 495 39 7 PROPOSED 8"-45° 0 D.I. W L BEND _ - _-_ _ 495 8" TEE /ALVE -- 4.3 PROPOSED 8" CL. 52 D.I. PROPOSED 811x4" TEE 490 WATERLINE AND 4" GATE VALVE 490 - -PROPOSED 4" SANITARY PROPOSED FIRE HYDRANT ASSEMBLY - -- D.I. W/L BEND PROPOSED 6" SANITARY ATERAL CROSSING WITH 8"x6" TEE AND 8" INLINE GATE VALVE STOP & i" COPPER ATERAL CROSSING TO POOL DECK 6" GATE VALVE CONNECTING TO TO BLDG. 3 I PROPOSED 6" SANITARY 3HOUSE & MAINT. LATERAL CROSSING 485 TO CLUBHOUSE 485 482 482 c� m m p� m �p 0 r�. irn 00 rt -4- � ko tY i r m t O rn 0 u-) o6 c-i rn O � O r o O Ln � rj ry) t� 0 Ln V) m CJ 0 0 Ln Ln� iA 0 O �� �j 0 0 r r o6 N ri 0 Ln � O L � ri Ln Lr) N � u) 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+ 50 WATERLINE 2 14+00 14+50 15+00 "-9o° BEND = 17+02.28 PROPOSE 6 "x 4 4" CL. 5o D.I. V PROPOS AND 2-6" c AND FIRE HYDRAI NOTES: 1. ALL FILL TO BE PLACED AT 9S% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.o4(h) 5. 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". 500 500 _ - _ _ XISTING GRADE (TYP.) PROPOSED GRADE (TYP.) PROPOSED 81Ix6 2-8" GATE VALV 1.-6" GATE VALV 495 _��-' 495 f 490 - PROPOSED 6" CL. 52 D.I.-- 490 - �- - PRIVATE WATERLINE 'REDUCER lATERLINE 2.3 PROPOSED 6" SANITARY 1485� LATERAL CROSSING TO BUILDING 2 485 ED 6"x6" TEE I-�-- _ 1ATE VALVES VPROPOSED 611x4" TEE, 4" GATE VALVE T ASSEMBLY 4" TAPPED 2" WATER PLUG WITH CONNECTING COPPER TO METER VAULT FOR BUILDINGS 1 & 2 482 `D o � 0c' o Cyj O 't N Gf3 � "o r� 10+00 10+50 11+00 11+50 12+00 WATERLINE 3 " TEE ^� �n �� 0 S C 0 TT R. LLINS' ,�-) Lic. No. 035791,E 8/01/22 SI9NAL E� U) z w 0 z D 0v o U Lu Lu a � � w 0 LLr m m U) U O z zw~~ p w 00U� o u, o (4 '-' a m z U> V C a L W J H W w z ce O V) 0 H w NIN fw- N N a Ln 00 JOB NO. VERTICAL GRAPHIC SCALE 182150 5 0 2.5 5 10 20 SCALE H: 1 "=50' V: 1 "=5' (IN FEET) 1 INCH = 5 FT. SHEET NO. 17 PROPOSED C( TO EX. 8" D . I . ' WITH 450 BEND 8" CL. 52 D.I. GRADE (TYP.)520/—EXISTING 520 515 — 515 1.6' 510 � 510 -_ - - --- _ _ - _ _--__ __- - _ - _ -_-- --- J --- - PROPOSED 8"-45° D. . I . W/L BEND PROPOSED 6" PVC SANITARY -� - AND 8" INLINE GATE VALVE SEWER LATERAL TO BLDG. 7 ROPOSED 8"-90° BEND PROPOSED GRADE (TYP.) , PROPOSED 8"x4" TEE PROPOSED 81[x6" TEE & 6" G.V. AND 4" GATE VALVE & FIRE HYDRANT ASSEMBLY 505 PROPOSED 811x4" TEE, 4" GATE VALVE 505 -, - -.4" TAPPED PLUG WITH CONNECTING COPPER TO - -- - -- --- - - - --- -- - - - - - - -- -- - 1.3' 2" WATER METER VAULT FOR BUILDING 7 53 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE AND 8" INLINE GATE VALVE AND 6" GATE VALVE 500 ROPOSED 8"-22.51 D.I. W/L BEND ROPOSED 8 -22.5 D.I. W/L BEND 500 - -- - - PROPOSED 8"x4" TEE AND 8" INLINE GATE VALVE AND 4" GATE VALVE PROPOSED 8"x4" TEE, 4" GATE VALVE 495 -- 4 TAPPED PLUG WITH CONNECTING COPPER TO 495 - - -- -- -- - - - - --^ - -- - -- -- -2" WATER METER VAULT FOR BUILDINGS 3 & 4 / \ PROPOSED 8"x4" TEE / AND 4" GATE VALVE / PROPOSED 8"x8" TEE WITH 3-8" G.V. / REMOVE EXISTING 8" PLUG AND 490 11 r_ __- - ___ - PROPOSED 8 x61I TEE 3 9 _ _-_CONNECT TO EXISTING 8" D.I. WATERLINE 490 - - _ --_'--- ^- -- _-_ __- _ _ - _ _ - _- - - - _- - 1. 2-8" GATE VALVE WITH 2 LF PROPOSED 8" D.I. WATERLINE 5 i 1.2' 15 1-6" GATE VALVE PROPOSED 8"x6" TEE & 6" G.V. ROPOSED 8"-12.25° D.I. W/L BEND &FIRE HYDRANT ASSEMBLY I PROPOSED FIRE HYDRANT 485 EXISTING GRADE (TYP.) 13 2 PROPOSED 8"x6" TEE & 6" G.V. & FIRE HYDRANT ASSEMBLY PROPOSED 1� ° 8 -90 D.I. W/L BEND ( ASSEMBLY AND 6i" WITH 8"x6" TEE GATE VALVE 485 ^ — — — � �- - 3.5 11 PROPOSED 8 x8 TEE AND 2-8" GATE VALVE V(:MH4-MH3 - --- — — — — _ - -_ / 2.3 PROPOSED 811-12.250 D.I. W/L BEND PROPOSED 8"-12.25° D.I. W/L BEND 480 � � _ 480 PROPOSED 4" PVC SANITARY SEWER!! LATERAL TO MAINTENANCE PROPOSED 6 PVC SANITARY 475 SEWER LATERAL TO BLDG. 5 475 1.2' - H1-EXMH28 470 PROPOSED 8"-12.25° D.I. W/L BEND -------- ------------ -- -- 470 1 N N E C T I O N -_- - - - - - PROPOSED 811- 2 z . 5 ° D.I. W/L BEND -- -- - -- - - - ---- - ----.- __-___ ------- - -- --- --- _ - ------ - --__--^_- ---- ._- -__- --- -- - - -- - ---- - NATERLINE AND PROP. 1.1' NATERLINE25 PROPOSED 8" CL. 52 D.I. 465 1 WATERLINE 465 PROPOSED 8"-22.5° D.I. W/L BEND © N O Cn rl f_. iEi Ol tT fM ri O O N N rn O fY1 rn r i �- rl l0 CTi Ln Ql [ It oil � N t �. Ol l0 N t�Q N t�1 00 l0 L� rl ri fY1 O IC�1 f� Lt1- Lfl � Lfl 00 lD f 1 lD N LT) . i lD co I`r Ol O Imo. N O . rl Ln C ko N .fi cn O 01 rl 00 N Cv i o rj lt� Ci Ld� Do a) 00 � all G!1 co � fiJi � ' � $i F �. � C?) al �1 i � tT1 al t"e 1 � CJl �E' m m a) Lt1 � cn 0) t', � C71 Ql cX] � a � O m H N O � � 0 0 0 O C JJ � rf Li) N ri t t� � r-i � l � ri co � r( - 0i � c-t 00 � ri � co a) al Q) .� O Ln O Lr) O Lr)OLn rl rl rl rl rlLn Ln ciLn Lr) rlvi 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 WATERLINE 1 18+50 19+00 19+50 20+00 20+50 21 +00 NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) 5 CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 23.13, 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". 21 +50 22+00 22+50 23+00 23+50 24+00 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 (IN FEET) I INCH = 50 FT. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 (IN FEET) I INCH = 5 FT, rl WSCOM �1riof 'fR. LINS'Z Lic. No. 035791,1:�. 8/01/22 0 0l z w O U z D u O U w Lu z W O CO m � J a Q z U O zw ~ul o W ozu� ��o H H > mLLJ Z LL Lu F— J '-1 tJ) uj aW �� z o F_ V) z O H w CV cV 0 o Ln oo n u J L e L J w INV EXI! 520 MH8 520 RIM:51.6.18 INV OUT. 509.5o TO MH7 - - MH7 - STA:18+o8.21 RIM:5o8.66 PROPOSED INV IN. So1.5o FROM MH8 GRADE (TYP.) INV OUT. 501.3o TO MH6 510 - - - ---- -_ ------ - - __ _ _ - - - -_ M H 6 - - - - 3.5' _- 510 - _ __-- -- - -- ------__ -_ -__ - STA:17+22.09 i MIN. MH RIM:5o4.63 5 6Q�C ° ° SANITARY LATERAL .�1/ TO BUILDING 7 STA:15+76.40 INV IN. 496.2o FROM MH7 pR-2 505 RIM:5o2.0o INV OUT. 496.00T0 MH5 1.7' 2.yc,62� 505 / - - - ----__ - --- ----INV I N . 489.95 FROM MH6 - -- - - - --- ---- - ------ --- _ - - - -- - - MH4 INV OUT. 489.75 TO MH4 STA:14+76.24 ! _3 PROPOSED 8" CL. 52 D.I. J RIM:498.11 _ -- - - - -` MI WATERLINE CROSSING MH3 INV IN. 489.00 FROM MH5 500 STA:13+71.05 INV OUT. 488.8o TO MH3 500 RIM:494.25--- ----�- �' --^ -- - - SANITARY LATERAL--- - -- -- INV IN. 485.2o FROM MH4 , -AiH° I(I TO BUILDING 6 , INV OUT. 485.00 TO MH2 �" 4 3' 6Q ,yo(o ---------- --MHz ,--R-z �Q@1 STA:13+18.40 3.5' 495 RIM:491.82 MIN. 39 495 -- - --` I N V I N . 48 2.7o FROM MH3- 3 5 --- -- ------ ---- SANITARY LATE RAL- ---- - - ---- - MH3. TO BUILDING4 /� INV OUT. 482.5oTO MH1 MIN. STA:11+88.42 RIM:487.36 �5 / o C 4.9' `Spy-26 �2�% PROPOSED 4" D.I. INV IN. 480.37 FROM MH2 / 2.969�F FIRE LINE CROSSING 49d INV OUT. 480.17TO EX MH2$ 3 g� 1�1• PROPOSED 2.5"ITYPE K SANITARY LATERAL TO COPPER WATER SERVICE 490 / POOL DECK CROSSING 8" SDR- PVC POOL l M+ 9 .16 LF @a .80SANITARY LATERAL TO , v C CLUBHOUSE 485 ��W pFt-26P ,56% PROPOSED STORM SEWER CROSSING z C 101.29�' PROPOSED 314" COPPER 485 / -26Q� 3% AINTENANCE WATER / 3.5' S� �a LATERAL CROSSING / MI / ��� C �65�' SANITARY LATERAL -,26 P 480 -- 8" So 6 % TO BUILDING 3 _--- --- - 1�5.9 - - 480 -- _ - - / SANITARY LATERAL TO tSAITARY LATERALS PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING EXISTING GRADE (TYP.) . / 5. MAINTENANCE BLDG. BUILDINGS 1 &2 475 / 9 ATERAL TO -- -- - ---- _- --_- - ----- - - -- - 475 ----- - - -�-- _ -BUILDINGS - --- / PROPOSED 8" CL. 52 D.I. / WATERLINE CROSSING / 9.0' ROPOSED STORM SEWER CROSSING 470 470 EXMH28 1 i / 465 STA:so+oo.00 - ---- RIM:455.50 / N. 447.12 FROM MHi / EX INV IN. 447.12 EX INV OUT. 446.92 / 3 8"SDR-26 PVC / 184.42 LF �a 17.92% 460 / 5.6 ' ----- --_ - - ------ ---- -- ---_ _ _--- --- --- -- 460 _- _- - -- - --- --_- - - -- - /\-PROPOSED STORM SEWER CROSSING 455 / 455 :ONNECTION TO ;TING MANHOLE -\ 445 445 442 442 r-I N C Ln N O ri L N �- N (7Z kD O r� l0 O �- i� ul `�' ry) r`10 �t N 00 00 N N ul 00 M 0Ql O rl � O O O � c'S O Ol � �n � °�' c-I � 00 ri N Lr� i r. 0 co tom. o 00 N �" cr) 0o ram. 00 CT) 00 C6 0 rr rn C6 rn ( 00 �' m rn a) `) m rn a `° 0 rn 14 °� O rn rl �+ 0 o ri 0 O 0 n t N 0 0 � m 0 0 C° ca 0 0� � r o � � r O � ri H - rn H `^ ri .' ^� �. �"i" Lr) Lll Ln Lf) Ln L(� Lr) f f 1 Ln Ln LI1 Ll"1 Ln ul � Lf`t Ln 'Lc) Ln 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 MH8 - EX MH28 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 1.8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2o2o ROAD AND BRIDGE SPECIFICATION 303.04(h) 5.' 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)ZG "BACKFILLING". 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. H 0� 0 SC0)TT R. LLINSZ Q Lic. No. 035791,�. 8/01/22 SIGNAL �� w o z � OU Op U w Lu J g w 0 m Lu CL mJ Q Q U O z Z Lu z0 0 z w o O V) u') o cn Q w m z � � 0L 0L Lu > -J (!? W �_ z o W 0 w 0� (V (V N N a � � o Ln oo z Lu� LL! M H N M Q ::7 N U. C) a) N Q uj wQ > w W J J CL Cn LLI cn W ,--i W I- � z J H O 0 U. O Q _ U L H !-1 W () � z U) w EN z W � NW L.L � - V ~ W W a 0 CD CD N = 200 rvlo w oLu J lk� U p w oc = JOB NO. 182150 20 SCALE H: 1 "=50' V: 1 "=5' SHEET NO. 19 485 i 480 SIGHT LINE (TYP.) . - — -- --- - DISTANCE= 390 HT. OF OBJ=3.5' 475 SIGHT LINE (TYP.) SIGHT � SIGHT ----- ISTANCE=390' --------- -------__------ --- --- �T�-OF------ ---- -------- --EXISTING GRADE (TYP. -------------- EYE=3.5' Id T. OF 013J=3.5' EXISTING GRADE (TYP.) 470 .. ........... 465 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 CLIFFSTONE BLVD & HUNTLY STREET INTERSECTION SIGHT DISTANCE PROFILE SIGHT LINE (TYP.) 500 ---------- ----- -------- ------- ------- -------- -------- ---- --- - ---- --- --------- — ---- — ---- OB J=3; 5' ------ P�c�/2a0 S0\i DES 495 SIGHT LINE (TYP.) H EYE OF ,=- 3.5 490 ------------ ---------- --------- --------.�_..---_-------- --------- ------ --- .___-------- ---------�---EXISTING GRADE(TYP.).-------.._----------- 3g0 485 s� EXISTING GRADE (TYP.) q-HO HT. OF ---- ---------- -- ---------- ----------- - --------- -- - 475 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 7+50 8+00 NORTHSIDE DRIVE & HUNTLY STREET INTERSECTION SIGHT DISTANCE PROFILE f-[OF2fZON'C:\L GRAPHIC SCALE (IN FEET) I INCH = 50 FT. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 (IN FEET) I INCH = 5 FT. OF O SCOTTNR.LINS'Z Q Lic. No. 035791,E Y16 5/ 16/22O�Al��' SIONAL E% 0 W J z � O w E- m � J Q U O Z w F- L U z z O O H ~ > m U) W H CL J W tie z f w o E-- N Q � Ln z LU � w co F--q N M Q � z N U- O 0) N Q Q uw > (,f W < .J Lf) LU > C J U) ui LL. alimm w 0 F— z � L90 J o w Q �--� �-- U z a:UQ � v w Cn 0 L CD � z w W W ry � F- < U) r F- ~ Q W W cD p o r.L 0 0 N = w OLLJ J � U o z w a U-) JOB NO. 182150 SCALE H: 1 "= 50' V • 1 "= 5' SHEET NO. 20 A L BEMA RL E COUNTY GENERAL N O TES FOR SITE PLANS. - PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SS V VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. - SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, ll, OR iII PRIOR TO PLACING A GGREGA TE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE A GGREGA TE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN A GGREGA TE SPREADER IS REQUIRED WHEN PLACING A GGREGA TE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TMEN T IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 © ll GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFI CALL Y AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION MA Y BE L OCA TED WITHIN THE STREETS RIGHT OF WA Y. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPAR TMEN T OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROAD WA Y, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WID TH AND REPLA CED WHERE NECESSAR Y Wl TH SUI TABLE MA TERIAL TO THE SA TISFA C T1ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CUL VER TS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI TH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDO T PIPE MA TERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA TE. J. ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED iN ACCORDANCE WITH THE VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION SPECIFI CA TIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA TISFA C TiON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 14LBL'ff14RLE COUNTY 6 !Z'%T)?AL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF- WA Y, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2: ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NO TED. J. EROSION D AN SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR S TAB/LIZA T/ON MAT LINED DITCH MAY BE REQUIRED WHEN /N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PAR T 1926). ,12" REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE sTD. CG-12 o BACKGROUND BACKGROUND - HANDICAP SIGN RAMP HANDICAP SIGN 00 T- ` WHITE LOCATION (VAN) LocAnoN TYPICAL AT ALL HANDICAP SPACES SIDEWALK ~l THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE FACE OF CURB PENALTY SIGN WITH WORDING AS BUMPER REQUIRED BY STATE OR LOCAL LAW BLOCK 18' z GALVANIZED "U" CHANNEL POST PA/NET 4" 1 1 N PER VDOT 4" PAINTED SPEC. 9' 8' 9' STRIPE (TYPICAL) MIN. I MiN. I MIN. ACCESSIBLE SPACES HANDICAP SPACE DETAIL . 1 I - NOTE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDEN77F7ED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING SPACE INDICATED ON S17E PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) Ill GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-112" 0 PAINTED BLACK SET IN 12" OF CONCRETE TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ZONE ADA REQUIREMENTS $100 - $500 FINE HANDICAPPED PARKING SIGNS NO SCALE RESERVED PARKING VAN ACCESSIBLE $100 $500 FINE MADRAX DIVISION GRABER MANUFACTURING, INC. j WAUNAK EI I 53 91 PIB� 448-7931, P((8G8) 844 1080, F(808) 849 1081 WWWdviZRAXC01M E MAIL: SALE8®;MAD80)F COM 1.715"0D STEEL TUBING 44• GRADE {.._.,ri.._..... _ ..... _. _.._ ...-._ 10° 28116' - -- ELEVATION ViEW CHECK DEBIRED MOUNT O GRADE CONCRETE 318 ANCHOR ROD 1HRU HOLE 3 X 8 X 3/8° THICK (INCLUDED BY MADRAX) 2 EA 318° SQ. HOLE TYP. 2 EA. 9118" O HOLE TYP, GRANULAR NATIVE SOIL I ( 12 IiV isl LAG BOLT LAG BOLT CONCRETE A13=CONCRETE ❑ IN GROUND MOUNT tIG) ❑ SURFACE FLANGE MOUNT (SF) SURFACE GUSSET MOUNT (80) SECTION VIEWS UPCHARGE PRODUCT: UX IRAB RACK SF,S{i) DESCRIPTIOWU I 2 BKE, SURFACE OR IN GROUND MOUNT DATE: 8-8.14 Fill CONFIDENTIAL Will AND INFORMATION 18 NOT TO BE CCPIM OR GIBU08ED 1 INSTALL BIKE RACKS ACCORDING M MANUFACTURER'S SPEW CATIONS. TO OTHERS MTHOUT THE CONSENT OF GRASERMMUFACTURING, INC. 2. COMWLTANTTO SELECT COLOR(FMSSH), SEE MANUFACTURER'S BPECIFI^..ATIONS. SPECIFICATIONS ARE SUBJECT TO CHANGE YIFHWT NOTICE, 3. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. =14 GRABER MANUFA=FJNG, INC, ALL PROPRETARY RGHTS RESERVED, oU) :�i oo ,, r- n- mD 0 O � I oil, IW �o n VDOT A3 GENERAL CONCRETE /-- TOPSOIL AND SEED 4" MIN. HANDICAP PARKING SIGN DETAIL File:.IlmageslNyloplast Grate Inlet Detail.pdf Mhsisdtrglor invalid reference C=1L�l ?II. II- 7-�I=11=II(=11=11.=II=11�11=11=11-11=II=i1®• i=11=111=11:=111== == ll�11F�ll11=1r-Il=-=IL�ICIrr:ILIC=1111 JIh1=l1=7=11 11=II�11gIr= - - - -i1=�111-1111.=11�11-11=11=11a11=11a11=11=11=1i. J1�11=:Ilrll= =1��. =11=11=11=II-11�1�1-'--11=11=1i=11=11=11=11.=t1=11=11�11=11=11=11=11=1 'ova' ' 11 �11-11-� IIII IC IIL!Y t•�! ]I�IL u-� u �L IL uLll II IL Ilal1-II-11-11- ll��lll�>-Ilu IL Sol Yam- o �• -•oY. or.• � 0•i��tiY�- B. _o• ,1�..,�,•o„lu>,�:�� era, o_s: o• �hI�►:�jj<�;.A„�>,�- �= .�1' IIIIIIIIIILI�ILIIIIIIIIII'' '' (IIIIIILIIILIIiILIIIILI � �I I I I l I iYo•oY�•i�Y.:• e, • _ a i a i .i r _. • • b V .. .r JI e�i►S�s�o-os��o�®e��s �e�7��ir�ooY�o pr ��a Y'�i►��e�®evs�i�-o �r �o o�:��mvYY"��;1,�i�� z�► NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES RAMPS - NOTE5, CONTINUED..., Doors in any position Shall not reduce the minimum dimension of the ramp landing to Ie55 than 42" and shall not reduce the required width by more than 31' when fully open. (sec 1133b.5.4.3 fig I I b-36 � 39) The width of the landing Shall extend 24" past the Strike edge of any door or gate for exterior ramps and 18" pa5t the Strike edge for Interior ramps. (sec 1133b.5.4.4 fig I I b-39) At bottom and intermediate landings, the width Shall be at least the Same a5 required for the ramp. (sec 1133b.5,4,5 fig b-38 � 39) Intermediate landing at a change of direction in CXce55 of 30 degrees and bottom landings shall have a dimension in the direction of ramp run of not Ie55 than 72" to accommodate the handrail exten51on, (sec i 133b,5.4,6 fig I I b-38 � 39) Other intermediate landings Shall have a dimension in the direction of ramp run of not Ie55 than 60". (5ec 1133b.5.4.7 fig b-38) Ramp landings are not con5ldered in determining the maximum horizontal d15tance of each ramp. (fig. I I b-38 � 39) handrails are required on ramps that provide acce55 if the ramp 51ope exceeds I' rise in 20' of horizontal run, (5ec 133b.5.5,1) handrails Shall be placed on each 5101e of each ramp, Shall be continuous the full length of the ramp, Shall be 34" to 36" above the ramp Surface, Shall extend a minimum of 1' beyond the top and bottom of the ramp, and the ends Shall be resumed. (sec 1133b.5,5.1 fig I I b-27 (b) � (c) The grip portion of handrails Shall be not 1,655 than 1-1 /4" nor more than 1-1 /2", or the Shape Shall provide an equivalent gripping Surface, and all 5urface5 Shall be smooth with no Sharp corners. handrails Shall not rotate within their fittings. (5ec 1 133b.5,5.1 fig I I b-36) handrails projecting from a wall Shall have a space of 1-112" between the wall and the handrail. (sec 1133b.5.5.1 fig I I b-36) handrails may be located in a rece55 if the rece5515 a maximum of 3" deep and extends at least 16" above the top of the rail, (sec 1133b.5.5.1 fig I I b-36) Any wall or other Surface adjacent to handrails Shall be free of Sharp or abrasive elements. Edges Shall have a minimum radlu5 of 1 /8", (5ec 1133b.5.5.1 fig I I b-36) Where the ramp surface 15 not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements: (5ec 1133b.5.6 fig I I b-27(b) (c)} a• A guide curb a minimum of 2" in height Shall be provided at each 51de of the ramp; b• A wheel guide rail Shall be provided, centered 3" ± I" above the surface of the ramp. Outdoor ramps and their approaches Shall be designed and constructed 50 that water will not accumulate on walking surfaces. (sec, i 133b.5.8) MINIKAI1i SECTION A TYPICAL H AN D RAI L5 AT 5TA1 R5 41 RETAINING WALL - HANDRAIL DETAIL 42 HIGH AMERISTAR BLACK SECURITY FENCING (MAJESTIC - AEGIS PLUS) 1.25"-1.5' V MIN. cv EDGE PROTECTION 1' MIN. END OF RAMP I CL RAMP 12" EXTENSION BEYOND RAIL O E> O N _ 18" MIN 18" MIN. I/ i v Cy 1 EDGE PROTECTION WON ' ��` :m . 'wf 2 MINIMUM 5 ECTI 0 N 5ECTION C (1 2") t_1 FLATFOF i�:Z(711) c��-rinn I ELEVATION FINISHED GRADE I LF BEVF EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE 10" MINI �--- AnchorTM Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) Cud r ANCHOR WALL SYSTEMS, INC. 10.6°III�'jf( REINFORCEMENT LENGTH ' r GEOSYNTH ETIC REINFORCEMENT 7- 4"DRAIN TILE (ELEVATION VARIES) 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Was=(2*DO+L+6" wos r� AnchorTM Diamond® 11:1 EXCAVATION OVERSIZING WX l(SCALE: 3/8"=V-0") �'�� ""�H"R AnchorTM Diamond® X�j TYPICAL BASE PREPARATION WX (NOT TO SCALE) 11T' 111RWALL SYSTEMS, LYC. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE (12") LEVEL LANDING RAMP5 - NOTE5 The maximum Slope of a ramp that Serves any exitway, provides acce55 for persons with disabilities, or 15 in the path of travel Shall be I' rise in 12' of horizontal run. (sec 1133b,5.3) The cross 51ope of ramp Surfaces Shall be no greater than 1:50, (1 /4" per ft) (5ec 1 133b.5.3.1) The width of ramps shall be a5 required for Stairways and exits. (5ec 1133b.5.2 fig I I b-38 � 39) Pedestrian ramps Serving primary entrances to buildings having an occupant load of 300 or more Shall have a minimum clear width of 60", (5ec i i 33b,5,2) All other pedestrian ramps serving primary entrances Shall have a minimum width of 48". (5ec 1133b.5.2) Landings Shall be provided at the top and bottom of each ramp. (sec 1133b.5.4,1 fig I I b-38 � 39) intermediate landings shall be provided at intervals not exceeding 3o" of vertical rise and at each change of direction. (sec 1133b.5.4.1 fig i I b-36 � 39) Top landings Shall be not Ie55 than 60" wide and Shall have a length of not Ie55 than 60" in the direction of ramp run. 1 z (sec I 133b 5A.2 fig I I b-38 � 39) NT ELEVATION E CONTINUE ON R115.,. TYP I CAL HAND �I L5 AT RAM P5 DETAIL5 � DKAWING5 A5 PER ADA REGULATION5 - AMERICAN5 WITH D15A51LITIE5 ACT 1994 1' MIN. 1GI• END OF RAMP ELEVATION D 3E FKOTECTION PROVIDED ' VEKTICAL GUAKD KAIL5 TOP OF CONCRETE WALL MIN. 4211 SITE RAIL �H 000� SCOTT R. LLINS Z O �_) Lic. No. 035791,1, 1�60 8/01/22 SIDNAL E� ' z Uj 4 a c 4. O 4 d SITE U ' WALL a. z 4 c z 0 0 XALL RAIL FASTTjV1jV0 DETAZZ U ce NOT TO SCALE ce a Z NOTE: RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. 4' MIN. BACK OF WALL TO FACE OF WALI LOWER WALL o UJ m �. < Q 0 U O z ZW�~ o w 0 z U) o 0 H 0 Q > Uj m U z LU Uj Ill Uj pt UPPER WALL 0 AlmagesMALL PLANTING DETAIL.png WALL PLANTING DETAIL 3'-6" TOP ELEV. OF STEP 7" MAX STEPS RISER VAR. HT. ELEVATION TOP OF SIDEWALK BOTTOM ELEV. OF STEP FRONT ELEVATION HANDRAIL ❑ PRIVATE WALK OR LANDING 5-0"MIN 1 /2"THROUGH JOINT 1 -o RISERTREAD #4 BARS (TYP) #4 BARS EQUALLY SPACED 1/2"R SLOPE TO DRAIN l'-0"OC MAX SPACING 3„ PRIVATE WALK 4 d'° < < OR LANDING f , 1 �(TYP)1 /2" THROUGH 4' 4 JOINT U� cow a SIDE ELEVATION 1e-0" 3'-6" 10 STEPS TREAD PLAN CONCRETE STEPS DETAILS NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 psi AT 28 DAYS OR STRONGER. 4" CONC.-\ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE z 0 U) cV N N CV Q .� o Ln oo z W V) j Q z F---1 1 Uj L0 U) Uj i z E-- W 0 0 �-' 06 U w V) Uj 1 0 Z z W Q ui z 0 Q. Z LU U O ~ ~ r z'� Uj a � JOB NO. 182150 SCALE AS SHOWN SHEET NO. 21 2" SM-9.F SURFACE COURS 3" BM-2: INTERMEDIATE COURSI 5" 21- BASE COUR COMPACTE SUBGRAD HEAVY DUTY ASPHALT PA VIN G TRA VEL WA YS- NO SCALE 2" SM-9.5 SURFACE COUR`. 1" BM-25 BINDER BASE COURS 7" 21- BASE COUR COMPACT! SUBGRAUC- LIGHT DUTY ASPHALT PAVING - PARKING L 0 T & PARKING SPACES NO SCALE PROPOSED 1" SM-9.5� OVERLAY EXISTING PAVEMENT EX. STONE / SUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILS/OVERLAY NO SCALE 4 " COMPA C TED A GGREGA TE 2 " SM- 9.5A BASE COURSE, V/DO T #21 A SURFACE COURSE i / COMPA C TED 10 SUBGRADE CL A SS A- TYPE 1 LOW -MAINTENANCE PEDES TRIAN A SPHAL T PA TH WA Y DETAIL NO SCALE PARK lip NORTH POINTE FUTURE DEVELOPMENT TMP 03200-00-00-02300 NORTH POINTE CHARLOTTESVILLE LLC J 0- 2: ca ✓ CROSSCREEK PLACE „ PUBLIC RIGHT OF WAY " 61' R/W r; ••'-"�5" , �_.__N— ,l , { .k+�;.. � Z ,� t� �.`...�' �. ..,....�"i�'t ; " gip.:. - , �'r� g� • /...•�i°".'.re"' 'i ,;.__ _c tins; �� .r -r' �•"rc `J� s. -,.t'Q•�, �,. / 90 k' 87 88 88 ` I I 91 � 1 I I 92 PARK i 93 I \ I I I I 94 NORTH POIN -.sus. =3• iT �{•' �:y,,., -----.-........- ��:.�",...0 4 'r�`�;` _.-.':.:� •-" ^*�•°""..,......y .,....,...,„,.,,,,, ,.,,,u, :y, �' o"°i` ;:bras ----� ` E TONE 80ULEygRD o PUBLIC RIGHr OF WAY +• F ! ..2-.a.'�'-_ {..c�+4_�r J, k . � I � if '^'.• y~�" `' "..,-..�.M BUILDING #1 39 UNITS. CLUBOU JILDING #3 l ,.. o ssxo 39 UNITS -; w� > POOL I T ;ri::� AMENITY ,j "It ..1 AREA BUILDING #4 42 UNITS a 100 99 SECTION IA 109 � j� 1 ' TMP 03200-�0a00�02300 �€3 �. � � ems'' �-r�..,.. BUILDING #7 �,....1�,.,.. �.� NORTH POIN \ 4'r ct' ` a b <'^^ _»_`- kw 39 UNITS' CHARLOTTESVIL E LLC 4 F t r 1 R `"--,� ^"'-.r`4l,.ner i 5 �`S i! k S 1 }_..._ � 1 a j t' f'. �Y S• y �� J _ -__ - f �` '. t _ y 2. .,:+"`",h'_,..-rc,.... _'•�'.--...-_.....,.- r. '. •I.;_..,.,..._.._.-.M} r-----^----........_..,_..-_,....,..............' �..•- me1;-..-•�.....��-1, •s'.�-..-. x.� 4. THICKET RUN PLACE ,� • PUBLIC RIGHT OF WAY 61' R/W '. Tv'�•w`." i1""' v :.,.. .,,- 1�?f- .,..«,+............... , �s.� �.Y..,.....:.�r���:riq'.}+.w�...+r.,-•.-"' � )., f"°"`.'••. riN1� ?; :.� �..--='T=" I � -.f� __-- 11� fik.:._r._.._.-.._._._� i,;� 6• { - -j + 9. P .w IN E -- — —�--'�-—z—CT>CS�—gig—�-- 66 I TMI� 03200-00-00102300 5' WIDE CONCRETE EXIST GROUND SIDEWALK 3:1 4" VDOT 21A STONE BASE EXIST. GROUND 5 0 NORTH POINTE FUTURE f DEVELOPMENT GRAPHIC SCALE TMP 03200-00-00-02300 80' 0 40 80 160 IN FEET ) inch = 80 ft. xz y� q� BUILDING #5 42 UNITS \ �%}' :.--.,.,ham `' i`.,,`-'_•-;_."'^ ""'•.^-..«....n„m�.v L, NORTH'R\OINTE PAR �,, SECTION,\1 D TMP 03200-00-00\ 02300 i o NORTH POINT CHARLOTTESVILLE•LLC is `✓� \ \ ;i.1 12 K�� � ` �nrcavc�i_-� � may; F,•"` \• 13 14 00- ,tea t 22 `\ PS t PAR 23 E)0 0 J JILDING #6 39 UNITS kl.. ' e::... . J EI a 1 I CIO 00 E)0 2} \ NORTH POINTE SECTION 1 C TMP 03200-00-00-Ole e� -.pry NORTH POINTE CHARLOTTESVILLE 65 �,-:3? u CG-6 I POINT OF CURB & GUTTER C/L FINISHED GRADE 1/4":1' 1/4"A' CG- 6 CURB & GU T TER 2% VAR. II/Dlil PLANTING : •+'`• A j0000 � p00 00 °QVQ cewo CPO 0OOpCFA CPO Opp •, ::4: t: .•��..5 •: VAR. WIDTH PLANTING STRIP 4 MOT 4" WOT 2 STONNE STRIP STONE VAR. BASE 2.5 10, 10, BASE VAR. — WIDTH W!D TH (TRAVEL LANE) (TRAVEL LANE) 25 . 24' F/C-F/C - TYPICI4L TR14 Y�'LTY14Y S�'CTION HUNTLY RIMZ7 STREET (PROPOSTO PRIYI4TT TR.4 YL'L#r.4Y) 1O.ES16W SPR�1).• 15 ffPH GO 3:1 EXIST. GROUND EXIST. GROUND 58 PA CEMENT LEGEND � HEAVY DUTY ASPHALT PAVING - TRAVELWAYS LIGHT DUTY ASPHALT PAVING - PARKING LOT / PARKING SPACES ASPHALT PAVING - MILL/OVERLAY H O� SCOTT R. LLINSZ O f--t ,U Lic. No. 035791,E 0 8/01/22 Sr RIVAL i- L11 L O z Z :3 O O U U w UJI —j Q � w 0 m a m J Q (� a U O Z z w�~ m Z W 0 0 V) co 7Q �L W U a- CL u- F- > �W W H Z = ce 0 O 1-4 V) w N N Q M .-1 o Ln 00 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24"M►N S" 8° 8„ 8.. MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION r r 4' MI INITIAL BACKFILL 4 MINI UNSTABLE a" a. a' Sn SAIL _ MIN. MIN_-_= MIN MIN. #58 STONE F ==-GRANULAR FILL AS APPROVED BY ACSA STAB E SOIL 0 R�QCSTABLE SOIL' OR ROC 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 M4 45' max PLUG I J 2 l i 'I 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF 4,5 REQUIRED. min M BEDDING DAS - REQUIRED r7 MIN• I T SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 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 8 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.B3 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 IU-2 I TD-3 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, zozi) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. g. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. so. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 203.4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 1.5. 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 ASTM A36 AND HEX NUT ASTM A585 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD -WATER MAIN uj VALVE .. 24" MIN UNDISTURBED EARTH PLAN .'.-...';'' CLASS A-3 CONCRETE MIN ; �;r` '' MEGA -LUG °�'q•.o •'�-".°..'OS.g.°.`or 18" MIN 18" ELEVATION UNDISTURBED EAR �g I 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 LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR HALVES RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. j TD-19 I TD-15.: - NTS Fig. W-3C NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS Al THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 1 D' MM- 18"-22" 7 CU. FT. ALVE BOX #68 STONE 42"MIN 6" GATE 1 ` o ' VALVE �': '•� TEE 2500 P.S.I. CONCRETE e •. BASE AND THRUST BLOCK AGAINST • e '���' UNDISTURBED STABLE SOIL. STEEL PILE 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 WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-O" MAX 2'-0" .• d RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-011 FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE 4 VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING --- - SEWER. 4 z d Q 12„ A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE2�"�� PROVIDED, MIN. 6" BEDDING NOTE W/ N0. 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 I �HnW NC7 HRANrH T F- N N.T.S FIG. S-1-A TD 25 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Q AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ¢ TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE WATER LINE r142500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK a 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 ) 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 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45.0' 0" IN LINE WYE- TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD- 31 L11901I1[mrsa .l VARIES mLD I ftHIINCV vUuv I r l I i w400 _VE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). DIES 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 NTS FIG. W-6C TD-12 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" m in 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 PPE INSTALLATION IN TRENCH NTS FIG. S- 3 TD- 32 \ 1 12" � t f Q ' 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN BRANCH 2» FLEXIBLE CONNECTION --/LJ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 -ri 0� 0 SCOTT R. LINSZ ,U Lic. No. 035791 � 0 5/16/22 slIONAL � O w J O 2: U) F m J Q i1 OO z Wo z O z O u-, U) wU-) a- u W F- f z i w z M cyi MENEM d' J M Q z N U. O � N Q w< > uj W Q J z _j W uj W ,--I � z � o � w i u � v W O cn z H U) F�- J � z � w � Z W �- Q J F_ a W W � ~ J aIZA � o CD CL NLu = o� rn W z � a W JOB NO. 182150 SCALE AS SHOWN SHEET NO. 23 SPLIT FACE CMU BLOOD, SEE STRUCT DWGS. t�t i.✓ r+. .x.J'�'..d'. L„l ��L.J' t..l� s..!' �i..! •.,.J ifa. r:1 Y�*,J .> '. -' �� _ _• \ 41 , GRANULAR FILL; PER GE0 TECH--]11 I I I I I I( I 11 1 1 I---�t '� � • - l iIIlI IIi WATERPROOFING W/DRAINAGE JI &1_111-11 ; = ,J; PROTECTION BOARD _ .- � q d MEMBRANE WATERPROOFING" 1 I � I I �- � I I ___._.� 1 I I � ( d ,q• ¢ D- � KQ d I -` j , q ' MAINTENANCE •. ,." ; : • q BUILDING - LEVEL 493.50 a ' _ •" g - ' a III III I I I III a A,. a � �.--_�----_� � ���.--_.•-,.� � �..�_.__._� � ��.._..� � REINF. CONCRETE FOUNDATION -_ I�I I� �.A, .q�a _' ,� ,•� I I�I II I I.�•�--'I I i�-•�-@III_ I SEE STRUCT DWG I I I I I Iq I I I I II II I I : °Q ; ", as III III III III I III III �I l l E III III 11 f+d_ � I I I�I I I III III I I I I �I I I---'-iO4O--I I I��-�---�I I I�---III._-•__---.-I I I -q d•'•d, •a_� �� - ,,,�t �.� , ' � , ����: + I I__.__._I I I___'_._..1 I��-III--�-®sl I I_____. I III III III Ill ' 11 I . I I �- :4,�q�: A� .:9.4• III , III • q I I III I I--�-I I I�I I I_ I I I�-�-I I i I IT----R--'I I I�-_-- �"' ®• • �. �d-�_ A• -•'� a q ` � �I d .. �. 'y• - I I i l I I IIi III ° . � ty�� .4 � -q '• �-q_. • • .w ; , � • '+-�� , a 44 IN -_III II( III. �.A: •- '. '• '.. • .� A-q _. ,d d° `.. 9A{' .- „ III III III III '� � d-•• °� . ' " q, K d` a III III I 'nf. a r' ,.A' - ,.d �•t1 a, ,�+,q �•, '_Q. - Q _ ._,_ III III I I 1 I 1 I a Q 9, �°� - .V d , .4 '�- d • 'd ,p�� - " �.,� � � I I III l �.: • Aa . I I I�I I I�1 I I III 11 I III I (I. I� 4 111 III I I i�1 I I I TRASH ENCLOSURE —WALL DETAIL 2 i 1'2te = 1 1.011 3 A301 w 1 5 44 q !} d .4 _2 4. 41. I ICI I II I I�--�-�I I a�A� _-�-�° - • d . REINF. CONCRETE FOUNDATION _ III III III t SEE STRUCT DWGS I I III III .Y :"d•:. ' .: ( A •t �' A III ---� I I I =--�a-�--- I l I �----� I I I = -• ° . , � �: -. - . •��. + 11---------T I I I �----� I! I- I I I ���. pA, • �'•. o� 'q6 .— I I I �- I I I ---� _— I I I 1 I I ,III I � � = •., - _� � - .:� • -: ! I III III III III--�- I I_ .'t , , '��., ' � ., • -�.. •¢' •' ',a d ' a..'4•". ___..I I I� I f I �I I I. - I I I _I d. ,Y ��� . • • _" , - „� , _, ' � _ � . � � , . � d� , l I III III III I I °A a� a4 QtA 4+4q II I �'. II III III III II , _ _ .q _` q 1 qd• _� . _ III i l I III III____ III I �•a a. a ,�• ."#�� p��-..4 - I I I I ICI i t III I I III III ._...� �....�._. __..._.. ! I I I I I._.�•_..I I i._._..._.I I TRASH ENCLOSURE -WALL DETAIL 1 1 1 /211 = 11AQn 4 A301 o ���I '�-- TRASH COMPACTOR ` 1 /8" / 12" lialiiiiiiilililiiiiiiiiillillii 3 A301 A.�.�1. ■� ►IN a .wwnn-w 4 TRASH ENCLOSURE -SECTION 2 11411 J 10-011 4 1 301 i 0 re �0 0 ' ou- ' �o / CV TRASH < COMPACTOR 177-7T - I i o a MAINTENANCE BUILDING -LEVEL 1 �1 493.50 " 1 7�l X 1 r7 A301 X x 1 x CID X 1 0 1 x ,J t \ 1 X MAINTENANCE X BUIL ING - LEVEL X T X ^ I 493.50 III III III I I 1 I � 1--:•- I-'-�- s TRASH ENCLOSURE m SECTION 1 11411 = 1$-Ot` NOTE: 1. 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. BROOM FINISH 2" ■TIT 'v ., p y 9 6 "x6 " W2. 1x W2. 1 WELDED WIRE REINFORCEMEN T 7" CLASS A 3 CONC. WITH A STRENGTH OF 3, 500psi AT 28 DAYS (MIN.) 7" 2 I A STONE COMPACTED SUBBASE DETAIL - CONCRETE DUMPSTER PAD NOTE : C.ON TRA C TOR TO VERIFY WITH ON— SI TE GEO TECHNI CAL ENGINEER FOR FINAL CONCRETE DETAILS. PAD SHALL BE SLOPED TO DRAIN. 28'-61 -------------- LO co 1 co 3 - 2 -� 3/8 _ _ 281 6t, 1 1 • I a 100 /110/� TRASH COMPACTOR ENCLOSURE 751811 mw� f O SCOTT R. LLINSZ� ,U Lic. No. 035791 J�- ��0 8/01/22 `sI0NAL E� z LLB O U z O O w Lu J z w O 3;- m ro f2 J Q H u 0 Z z C) z V) z O L11 ® O Q H C) W m z V) re U) LL LL.I F— > V) u H Lu = z ce O F— z O V) `H ui �/ Q. N N Q ,-4 CO Ln oo coLu Ch N C'7 d' N O N N W J J W F— O J ct Y W H F— ZW J~ w JQ 0 N z tl� z � o �C z CL 1 W W 06 z ur) C.� w H � � z W LLJ D V) V l O z u W Z w W z H Q CL uj o F- � w W u) JOB NO. 182150 SCALE As SHOWN SHEET NO. 24 - - 11 I . I \ . 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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 2. ALL POLE LIGHTS SHALL BE:L8'FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE i.8'HEIGHT SHALL INCLUDE THE BASE OFTHE POLE. 3. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENS. 4. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 5. FIXTURES SHALL BE BRONZE IN COLOR. PARKING AND DRIVE )K 1.5 4._0 fc 1 0. 2 fic 20.0: 1 7.5: 1 ENTIRE CALCULATIONS + 4.1 fc N/A N/A Autobahn Series ATBO Roadway Lighting F PR D UCT OV ER V It W Features: mm"�` The Autcbihn's oew molded 5ilkorir opLi(s. provide exceptionai pet wp"O io9ther po�,mtrkrnaterj* in the areas of;optk4leftency, thermIal peff0own(e. aod rftd��Oon in dirt g(cumulalign, allof which can lead to long term lumen a shift In opticalclisttibution. Also, because sfik%valiovrs fDr the molding of flne &-talls 6 well as thid RICWIS, n Pr'I tt* M%1 (TiSR dedl Mid Well-deflk Rqi1ItlRq d1stfIbU1J*()5 drIIII Witant QpIkspaired'.sittimodirn LED's4119w theiuAQWhii to tak fulladyanirdle ofbQth ... ........ ...... .... . X4 Same light. Ptr formaI h (mvfafabie to IN - qCW HFS madway lufninair-ti. 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P, Witdife lhie'Ws c4t into the hc�i)q (yd a separd W NO Consortium" [DL0 Ptedurn qualified picic!Axt. Not ail is prodiftt inq N DLC Pi eruium. Walified, Plea, e Oe6 IN DL( Qua Iffied Products List at f1to�PnfinPwftkh NEW 3 p�ri phatcwtitroi TEeptadeis stirclard, withi the kuttydesigned ANSI stmidard 7 pizi ymions are qualified, meptKie optiIINtly available, (olor lenVuatuiKof:5 30DOKaA4tNsqe(If10 tfx Inwmational Dart- Premium w1idstate"ng st�tpl-WccD(Arcl - P(5$(lOr&[ raV!dIffe) ExtTemelong lift Wit! R I atO for .40'( to 40'( ambient state locklag style photDcgotiot - KLL (20 year rated Iffe). (M �eniflto to IJ-5, and CiNdian swirldaids Optional ciabuIrd Adjustalk Oulptit rnodul� allows the 41 output and irW watta etok Complies with ANSI, C1 �6,114, CI w4W tomteWespe(Aiequifement:5, "also can �Iow a *Ie FuMe W beffe;ci - bly BUY AMERKAN -- Produdt with the 8AA o0ion is assembled in #ke USA appl.ed In many and in" the Buy Arnerk�(n) gmrnment procuternf* (eq*m.nt:s ur)dI FAR, DFAPS and DOT Flux refer to afl-refican for addetwial informatiom I,I $P" it� A WJ I �� 41 �,Wkll Ch a Q 94 0"M xAg* Avmi � pevi i �ifw 5 Qri 00 1V ( 4 3 4, 4 WXV V.�� w- i ,,s up I i# p L q W W,* 1; 4 wml� tDnl4lzmAc,jiry&ofidz(lq�lirg,in�.AIB,a 911Z712z AE L-tFi-". III HLWPC2 Wallpack" Full Cutoff LED ORDERING INFORMATION Eumpli: HLWPt2P2D40KASt3MBZSDP HLWPEI WillpickFul I LEM Package AMI TivaAmbferr 120 110 yults T2S Type 2 S.urt 8KSOF Mack Blank 7DCRI") CM11I plo 1,1wim 3OX 3,OOOKUT IDS 206 witi TZM Typ@ZMMim USDF Brorie KIM 30 CFA PH 5,6wim 4OX 4,4001(ccr 29 M voth T35 Type,15,icrt CySDF Gmy SOK SNOK(CT 177 277 iroks T3M Type 3 JI WHW We 2 LEM PKUge 347 147whi T4M rype,iMetlium 1`30 1,800 Irn 480 480 YOU THM ForivardThrow P40 911100 h HWJ 347MDvolti M6&m NO 11,700im MVoLT 11D-271vcItt AWN =trk immind Lumm SYMDF Sy 400M DArt AditAmbla0ftfutmonaWsOmdam baLL1111ft AO rkWAnsWeDom PE Won Style Pheriocoarrol SF SlniikFum F3 KEMA TivistiockRuepacde Mount -3 FIN DF DoAkFuse ?7 N.E.M.0-T"ck Aerepactie Mount -7?IN KI 2 IndependefiI PELL DTLLDRI forSolid State sainitycouto P9 ShxdngCap EM Integral Emeryeaq Battery TP TunparAestruntKirdwane MASL Aotoi /Ambient Swsx,&-I5'*j nilng �alghrl AmblerItSensor Embitt! itl K k5l:aabd WI )III;1101 15a, Mourrilig MghtAenbJmtSerwErAb'ediI Options Laotian ophonsfoiLawt0-15)(MASIL) 5.14 NW 11441it (15-301 ("111) MA5L of,MA5H PR3 or PR7 Ar IntemAlEme Aq8"ry Test Button - EM Option 3tatton Stille PhotmorvI - K Option Test lumn I 00m Emergency Test autton Button Style Photocontrot par. 1 of 3 n] F7.I-- HLWPC2 Wallpadc' Full Cutoff LED Dd%w L LEM Eoftratim Basail an Circuit 0I I LEM LumInalte 2 SPO Wed it; own 2 LEM WrIninike 1 1 I W11011A 10W.SkA 1 I FiWVi6kA_ WIAA 2 NOTE 1.) Readings shown are based on a total LLF of as shown at grade. Data references the extrapolated performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08 and projected per IESNA TM-21-11). 2.) Please refer to the "luminaire locations" for mounting heights. 3.) Product information can be obtained at www.Holophane.com or through your local agent. 4.) Calculations do not account for topography and possible obstructions such as existing old growth trees or foliage. Projected LED Lummia Maintenance Wis reiltrencei the artrapolarld Wfunrante pmjecdoni for the 0#*rm q noted Ina 23"Camblefn� based an 6AW hours of LB testing (tteited per BM ON F96 0 "A 035 OA-81)-08 And projected per IESNATM-2 1-11). f 037 Taralculate LLF, use the lumen milatenarbee fiActor ft anevandi 0 the 03% dedk number of operating hours beIcI For other lAmen mair7tentance I o,97 s Fox mi J Valium conuct factory. X1, :7 tie Italcized date Is extrapolaLtd beyonxi O*TM-21 %mI ' E = (LK x (CU) x (I AD It (LLD) 0JW 0A 1 1;9 1 0.9; L99 0.99 oss 4_R; 1 0�" OS9 039 1 om 05� Lth and CU am obtained fmm publishec! ptotconety. L ERK.- 0,1- __r 1-0.91 ON, 0.97 Lum on Amb I an It Tempe rat u to (L AT) Multi pi Itirs Use thew III to :ieterrn f n i re I aM lum en output to r aver4e am bient: tempe rairms from 0-401 (32-IWE). Single atult Apokatila a Optloni[Two IrAWndent Quilt (2CI) Apiaibtlon IN 1.03 .,4 1 Im X: X... 1911 9! 197 0.0 4=1 M I 1111T- OpftmlTwo IndefaMeirtUrcult(ZO)AFfiflilcertion 2A 013 0,1) 1 0.12 1 0.10 1 4 1 ELM 1 (11 1 0.1 .1 71 :fol 0,17 1 T3i �zq 012 1 0 (LID -7 X 31 on .06 T �ii 0 47 Id U9 0.08 1 &4,oI I I ?hone: I I.WPQ : zQI4-zo2 -1.4Ajty �rtrds Jqhfifl� Inc. All tighimiaiiii Azy.044121 Spe�fitatioo; vj�tct to change WtbNtrauce Ne3da AU13104 NOW HOLCWHMG V NM L &W R IN L GHTING 1 UTIONS HLWPC2 grade A160 cast aluminum Jadumimn with <1% Wallpack" Full CutDff LED krtton stft phatDI JPE) Extedor parts are pioWted bya Aric-Infuied Sutper Dura ble Motion smw & ambient phatoantrol combination for Mounts to a standard Junctlon box CartlifleadmandStudin& Wet loW 41 listed IP65 rated ho"rig, down Ightonly N" direaded entW-14 PT)oneach ddeind Lumiralre Is(SA 11W, US ad Canada Suitable for !mPeramm up to painted ontDAaEapWwdW'condIut VC/1041 pei IJI or (SA ced fkitlon - oesign Lights Consorbum" {DLC) 4#11fied prod"t Not Ali =plugs am painted an each ildt tasw to 11.5� ANSI 036,31. versions of this product may be DLC quallfied, Please died per the DLC Qualified Products List at www.de*11glrtszV Certified by UL or W W-79 comotant Rated for 40'C (4n m1filmarr, ambient The Umen thIell be Imsed only A pro7arnmable electronic ditief v4th 0-10V control leads onl= TM-21 Avalablein:120-27N3O/6OHzwd347-48OV50/6OHzI WWW&L I=Wernergericybattery I mpmnerAng(rIgfrom-2O`[(-4T)to10*C otr Actual performance may differ as a result of end-ustt .86'F),ayid]WewlthPlDthruP40perfbfnncepiKkaga, non co iant urgep 11orfmeetsAN5lARliCd2,4I210kV/1OkA AM values me design of typical vI measured under lalwAtryoncittloI Standard surgeprotectlorils200/10kApI C1361 OfpdonaiLqepromrdonIs1XVYSkApef ANSIC136.2 Specifications subjectto daNewithouttrotVA. bow Lit;htengloeticusing isIPMrod Type V. 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UJ V) (D a y I J W (f) U) UJ W W < U) ri F_ F_ < W UJ < (D 0 C:) CL C:) LU F_ U 0 F_ UJ rn 0 LU LU JOB NO. 182150 SCALE 1 11=50' SHEET NO. 26 f' mod ,.,-- . t i t1 d,�, a t.• -. f s I• 4 . _ _ ..,- ,. � .� ,::.. •...; ::•.....,..;,,, ,, "ter } x , l)l 7 _. r, , µ.. �u a j , } C ti. f � jJ ., n. p .. .. J � 1. «.,:•: u. , 4.. _._ c. ? (/ % i 'P•,,. v,. }.-...:• 1 :� ,+[f jj �...._,. .i f C /f �� % ' ! !e/ .� f � [ t ..."d L.. Sy T• 7 ., a .. S - .,+ t / ,� 5�.. � _,. 1 SHEET L101 1/ 3 tt 1 �ditt;#�f { tf I pS.pl U 2 Sty t �. jt fl � � it j �° }�°( � {(7} i rjFF f ( ] rrt { •.�x' jp,f• � i Mw le �� y✓ r � r 1: q T ( ...� � r p t • f F _ t , 3 J oP 1 POTENTIAL ENTRY MONUMENT LOCATION FINAL DESIGN TO BE DETERMINED ( ajPP ! !� •;Y � � 7 � (' �rF br F % i j Mgt{ NORTH PO! F UT U ft '.',.. . q y, � PM - POTENTIAL ENTRY TMP 03200-00- 23C NORTH Po% MONUMENT LOCATION cHARLOTTEsV%LLE,u FINAL DESIGN TO BE DETERMINED Atp f F'tt`i' 1 t F PJ iE �a`t O g _ t F-- CC CC lt j{jjJ }1 (i1 0— tEt jt Z 7 POINTE •--• w%/t K P LA f1 OF L N . MANAGED SLOPES SEE CIVIL DRAWINGS LIGHTING, TYP. ' TREE PROTECTION K\ FENCE � r I � I I / Lr �". y l l 's „x L t. � f EXISTING TREE LIMITS --- PROPOSED TREE LIMITS PRESERVED SLOPES SEE CIVIL DRAWINGS TREE PROTECTION FENCE MANAGED SLOPES SEE CIVIL DRAWINGS ONSITE LANDSCAPE SCHEDULE KEY I QTY.T CAT. -F' BOTANICAL NAME COMMON NAME 7 CAL / HT. CONT. CANOPY I TOTAL CANOPY SHADE TREES ACFR 27 LARGE ACER X FREEMAN II 'JEFFERSRED' AUTUMN BLAZE MAPLE 1 1" _ 1 " � 8' B+B 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1" _ 18' B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1" _ 18, B+B 424 12296 PLAC 4 LARGE PLATANUS X ACE RI FOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 1" _ 1 1" / 8' B+B 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1 1" _ 181 B+B 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1 1" _ 1�� g� B+B 424 6360 SUBTOTAL 99 SUBTOTAL 39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 111 - 1 81 B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1 1" _ 1 atl / 81 B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 1" _ 181 B+B 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1 1" - 1 ��� � 8, B+B 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 1" _ 1 1" 81 B+B 99 1188 SUBTOTAL 61 SUBTOTAL 7370 DECIDUOUS SHRUBS VIDE 30 NA VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24" HT. T#3 CAN 31 930 SUBTOTAL 1 30 SUBTOTAL 930 �T EVERGREEN SHRUBS ILCR 58 NA ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. #3 CAN 16 928 PLOL 67 NA PRUNUS LAUROC ERASUS 'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 670 SUBTOTAL 125 SUBTOTAL 1598 TOTAL 49787 ENHANCED PLANTING PALETTE. EVERGREEN TREE CEDRUS ATLANTICA I L EX O PACA ILEXX'NELLIE R. STEVENS' JUNIPERUS VIRGINIANA MAGNOLIA GRANDIFLORA THUJA OCCIDENTALIS X CUPRESSOCYPARIS LEYLANDII SMALL CANOPY TREE CORNUS SP. CERCIS CANADENSIS LAGERSTROEMIA SP. PRUNUS SP. SHADE TREE ACER RU BRU M LIQUIDAMBAR STYRACIFLUA QUERCUS PHELLOS SMALL SHRUB ILEX CRENATA'SOFT TOUCH' ITEA VIRGINICA JUNIPERUS HORIZONTALIS 'BLUE CHIP' POTENTILLA FRUTICOSA SARCOCCA HOOKERIANA MEDIUM SHRUB ABELIA GRANDIFLORA BUXUS SP. CLETHRA ALNIFOLIA ILEX CORNUTA ILEX GLABRA RHODODENDRON SP. TAXUS SP. LARGE SHRUB CORNUS SERICEA EUONYMUS KIATSCHOVICUS 'MAN HATTAN' HYDRANGEA QUERCIFOLIA PIERIS JAPONICA PRUNUS LAUROCERASUS 'SCHIPKAENSIS' VIBURNUM SP. ACCENT PLANT CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' PENNISETUM ALOPECUROIDES 'HAMELN' win-r�c�. 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: ��7, EXISTING TREES TO REMAIN �, � '' STREET TREES - SEE NORTH POINTE SUBDIVISION SECTION 1 - ROAD PLANS o- TREE PROTECTION FENCING EXISTING TREE LIMITS PROPOSED TREE LIMITS I A KIIMC'f%A n= A1f1TCC�. 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. andDesi&m. 200 S. PEYTON STREET ALEXANDRIA VA 22314 703.549.7784 WWVV.LANDDESIGN.COM KEY MAP I\1I�ITTHEW V. CLARK +➢ Lic. No. 952 08-05-2022 7 7 A E SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1E PHASE RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LANDDESIGN PROJ.# 2021201 REVISION I 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 "=50' 0 25' 50' 100, SHEET TITLE PLANTING REFERENCE PLAN 8/5/2022 12:22 PM DARRUEAIRIO z:123 EURtZOrE6J4EMEBC$WBNSFfEHOSCUB EIE-TLZP9Xa58MgvrDWG ORIGINAL SHEET SIZE: 24" X 36 SHEET NUMBER Ll 00 • andDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 VWWV.LANDDESIGN.COM m .qN-nt JFP m a (1) P-QURU (1) P-QURU !t� (11) P-ACFR PRESERVED SLOPES SEE CIVIL DRAWINGS COMPACTOR 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 1l _ 1 J1 / 81 B+B 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1'l _ 1 �l / 81 B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1l _ 1 �l / 81 B+B 424 12296 PLAC 4 LARGE PLATANUS X ACE RI FOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 1 �l / 81 B+B 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1 if _ 1 �l / 81 B+B 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1 1 �' / 8- B+B 424 6360 SUBTOTAL 991 SUBTOTALI 39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 111 _ 1 �l / 8' B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1 1" _ 1 �l / 81 B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 1, _ 1 8, B+B 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1 1.1 _ 1 �, / 81 B+B 1 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 1'_ 1J'/ g' B+B 99 1188 SUBTOTAL 61 SUBTOTAL 7370 DECIDUOUS SHRUBS VIDE 30 NA VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24" HT. #3 CAN 31 930 SUBTOTAL 1 30 1 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 49787 TREE PROTECTION FENCE CONDENSER, TYP. MANAGED SLOPES SEE CIVIL DRAWINGS LIGHTING, TYP. LIGHTING, TYP. EXISTING TREE LIMITS PROPOSED TREE LIMITS 1 A All'1Ct"%A DC Kln"r0C- e- EXISTING TREES TO REMAIN lh�vSTREET TREES - SEE NORTH POINTE SUBDIVISION SECTION 1 - ROAD PLANS 0- TREE PROTECTION FENCING 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 1 A AlMC%t`%A MC Al^-rCC. 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 TH 0 1VIATTHE W V. CLARE- Lie. No. 952 08-05-2022 E A 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- V=30' 0 15' 30' 60' SHEET TITLE PLANTING PLAN MATCHLINE: SEE SHEET L102 8/5/2022 12:24 PM ORIGINAL SHEET SIZE: 24" X 3E SHEET NUMBER L 10 1 MATCHLINE: SEE SHEET L101 i 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" _ 1 jl / 81 B+B 397 10719 BENI 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1„ _ 1.�' / 8, B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1,� _ 1 4ll / 81 B+B 424 12296 PLAC 4 LARGE PLATANUS X ACE RI FOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 11 _ 1 4fl / 81 B+B 368 1472 QUEP 18 LARGE 'QUERCUS PHELLOS WILLOW OAK 1 18, B+B 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1 1" - 1" / 8' B+B 424 6360 SUBTOTAL 99 SUBTOTAL 39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRAND IFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1„ _ 1 1" / 8, B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1 1„ _ 1 �l / 81 B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 1" _ 1 J' / 8, B+B 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1 1-14,1 / g1 B+B 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 1 J' / 8, B+B 99 1188 SUBTOTAL 61 SUBTOTAL 7370 DECIDUOUS SHRUBS VIDE 30 1 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 1251 SUBTOTAL 1598 TOTAL 49787 EXISTING TREE LIMITS PROPOSED TREE LIMITS TREE PROTECTION FENCE - MANAGED SLOPES EE CIVIL DRAWINGS. 1 i i 4 } k I 'I 1 1 1' i PROPERTY LINE CONDENSER, TYP. LANDSCAPE NOTES: s. EXISTING TREES TO REMAIN � STREET TREES -SEE NORTH POINTE SUBDIVISION SECTION 1 -ROAD PLANS o- TREE PROTECTION FENCING 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. • IT-ijandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7734 VWWV.LANDDESIGN.COM KEY MAP _ A'u,& . wa� � z MATTHEW V. CLARK Lie. No. 952 08-05-2022 UC�1'E A��y 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 08/05/22 1 SITE PLAN SUBMISSION 05/16/22 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT: N/A HORZ: 1"=30' 0 15' 30' 60' SHEET TITLE Q, 8/5/2022 12:22 PM DMHfDaE,MICE:\2f)YlfE3UP12OPECBMHQIMW@tEFA3ff43 $ EE-TR?AXNBgNAMWG ORIGINAL SHEET SIZE: 24" X 36 PLANTING PLAN SHEET NUMBER L 102 LANDSCAPE NOTES: >< : PARKING LOT AND VEHICULAR CIRCULATION AREA INTERIOR PARKING LOT AREA INTERIOR PARKING LOT TREES o LANDSCAPING ALONG STREETS LANDSCAPING WITHIN A PARKING AREA SECTION 32.7.9.6 PARKING LOT AREA AND # OF SPACES 173,845 SF AND 475 SPACES PARKING LOT LANDSCAPE REQUIREMENT 5% DESCRIPTION REQUIRED PROVIDED PARKING LOT LANDSCAPE AREA 172,845 X 5% 8,662 SF 19,998 SF (10.5%) TREES (1/10) 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 SMALL TREE 0 4 4 5 EVERGREEN LARGE TREE 0 0 0 0 0 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 TOTAL 0 75 75 75 100 DECIDUOUS SHRUB 0 0 0 0 0 EVERGREEN SHRUB 0 0 0 0 TOTAL 0 0 0 0 0 "P" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 27 1 LARGE ACER X FREEMAN II 'JEFFERSRED' I AUTUMN BLAZE MAPLE 1 1 �l / 81 B+B 1 397 10719 BENT 6 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 1 1" _ 1 �1 / 81 B+B 397 2382 GLET 29 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1" _ 1 4,l / 81 B+B 424 12296 PLAC 4 LARGE PLATANUS X ACE RIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 1 1'1 _ 1 �l / 81 B+B 368 1472 QUEP 18 LARGE QUERCUS PHELLOS WILLOW OAK 1 1'1 _ 1 �l / 81 B+B 370 6660 QURU 15 LARGE QUERCUS RUBRA NORTHERN RED OAK 1 1" - 1 8' B+B 424 6360 SUBTOTAL 99 SUBTOTAL 39889 ORNAMENTAL TREES AMGA 25 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 �1 / 81 B+B 130 3250 CECA 10 SMALL CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1, 1 / 81 B+B 124 1240 COFR 10 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD B+B 124 1240 MAVI 4 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA B+B 113 452 PRYE 12 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 1,� _ 1�� / 8- B+B 99 1188 SUBTOTAL 611 SUBTOTAL 7370 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 1251 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 SMALL TREE 0 0 0 0 EVERGREEN LARGE TREE 0 0 0 0 p 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 TOTAL 0 18 18 18 100 DECIDUOUS SHRUB 0 30 30 138 22 .EVERGREEN SHRUB 0 108 108 78 TOTAL 0 138 138 138 100 "SN" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT *SHRUBS ARE PLACED FOR SCREENING ONLY ADJACENT TO PARKING AREAS NORTHSIDE DRIVE PARKING TO BE SCREENED 510 LF LANDSCAPING ALONG STREETS SECTION 32.7.9.5 ADJACENT ROAD NAME AND TYPE THICKET RUN PLACE TOTAL LINEAR FEET 396 LF SEE NOTE BELOW DESCRIPTION REQUIRED PROVIDED LARGE TREES (1/50) X 396 8 **10 SHRUBS (1/5) X 396 79 *17 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 10 0 10 10 100 100 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 EVERGREEN LARGE TREE 0 0 0 0 p 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 p TOTAL 10 i 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 1 DECIDUOUS LARGE TREE 6 0 6 6 100 100 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 EVERGREEN LARGE TREE 0 0 0 0 p 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 p TOTAL 6 0 6 6 100 DECIDUOUS SHRUB 0 0 0 p 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 • an(Mesjlm,(. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP TH 0 XIATTHEW V. CLARK Lic. No. 952 08-05-2022 E A 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 LANDSCAPE COMPLIANCE SHEET NUMBER 8/5/2022 12:2E PM DMH KE/IRIC(H:12f)2ifUQI2q2OnEGX"EE)TSWB TiEHGNUD EE-1FCNXaBO $$..DWG ORIGINAL SHEET SIZE: 24" > • an. e 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 VWWV.LANDDESIGN.COM a 1 N� TREE PLANTING L104 )SECTION 3" LAYER OF MULCH, NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL (SEE SPECIFICATIONS FOR MULCH) 2 L104 CENTRAL LEADER (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 3A KUU I MALL TREE PLANTING ON SLOPE SECTION 3 N� SHRUB PLANTING L104 SECTION 3/8" = 1'-0" NTRAL LEADER :E CROWN OBSERVATIONS DETAIL) IGINAL SLOPE SHOULD PASS THROUGH E POINT WHERE THE TRUNK BASE ETS SUBSTRATE/SOIL )OSENED SOIL, DIG AND TURN 1E SOIL TO REDUCE THE DMPACTION TO THE AREA AND =PTH SHOWN BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 3/8" = 1 }-0" 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 3/4" = 1'-0" ROUND -TOPPED SOIL BERM 4" HIGH AND 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOTBALL FOR 240 BERM SHALL BEGIN AT ROOT BALL PERIPHERY BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 3X ROOTBALL 4: SHRUB PLANTING ON SLOPE L104 SECTION SPACING �-�- -+ -+ + + + + + oQ + -+ + + + + + 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 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 15" O.C. 13.00" O.C. 0.73 18" 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 5 : GROUNDCOVER SECTION AND SPACING L104 sEcrioN 3/4" = 1'-011 3/4" = 1'-011 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, Q� I KEY MAP A4ATTHE W V. CLARK Lie. No. 952 08-05-2022 VC�_ � g�ti E A_ SEAL NOT FOR CONSTRUCTION PROJECT NORTH POINTE SECTION 1E 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: SHEET TITLE LANDSCAPE DETAILS 8/5/2022 12:95 RM @NtfD9E iERICa3,M000 ORIGINAL SHEET SIZE: 24" X 3( SHEET NUMBER Ll 04 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 DRIP LINE -\ SNOW FENCE BOARD FENCE FENCING AND ARMORING =NCE CORRECT METHODS OF TREE FENCING 04P 00 t� CORRECT TRUNK ARMORING i� 00 TRIANGULAR BOARD FENCE 3.38 Source: Va. DSWC Plate 3.38-2 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. I 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. Co:Wiiy of Albemarle ConscrVatioti Plan C.461, clist - f o be placed on Landscape, Pls ns (H. ndhapl:, pp I11-2�4-111-297 for complete spectt cations) 1, The lollowino items shell he shown on the plan: Trees tQ, tze sayecl ® !.mots `of clearing (outside driptine of trees to be saved � LUGalic�rt tuci type v>: prctfective fe;;rvxng Grade changes rcquiringj: ee wells orwalls, Propgsed trenching; or huuteting beyond the limits of clearing, 2. Niarld i-os• All trees to bd saved shall be inoii�ed with print.:ur ribti ' I at st height c le�uly visible tg zrju ptiietrk gperatvrs, ® No grading shall begin until the trec marking has-been::inspected acid approved by a County Inspector. 3. Pre,-Gonstruction.Conference: l'rQ0 pteaervaiion and protection itieasWe, shrill be reviewed with the contractor oft site. 4; EquipmedCOuerAlon and_Storap-e:. D Ifeavy equipineiit, vehictilar traffic wid storage of cQiistructR)U tciaterial;s including soil shall not be poniiitted within the driplines of trees to be: saved, S: Soil Erosion and Stormwatei• Detention Devices: $.ueh cley4c *idI ttUt;advet ;aI}'. aticct trees to. besavetl. 6. Fires: 7 Tires are not,per fitted within 100 fQet of the dripline of trees to besaved.. 7 Toxic Nla'terials 'l'WIde irtatetials'shall not be stored rvitiutr IOO:Teet of the dripl ne of trams to besaved $, Protective Fencing: 1`rees to tie retained wittuu 10 feet.o> a:prgposed btukiutg or grat3uig activity ali i11 be protected by fencing. Feiic,i' shall be:iti ptq(,,o inspected mtd apprtivecl, f1.y a C Uunty hwpeutor p br tg grac( rg or c;omL trticti.aii. i'ree.w.elts: ® �Vtian tlae;grouncl 1. evil ntuyt,bz raised within the dripine of a tree to he sayzcl, a trey well shall be pt;ovcied and a.cQnstrcti.on.detait. suuiutted for approval. lll., 'free Walls: When the' gt'gtutd, leVet tTtus,t k�e lgwerecl. vyithin the drplirit� 4 tree to tie s�}Yul, �s tree tiv<rtl shall. iie P1-czviclt.di; �tcl a coiistntctioi�, detail submitted for approval, 11. Trenching and Tunnelln6: 1 g Wltat tratichin is cequ ced withni .the limits of cl$anng; it skull be dpae as far away t[iint the trtraks of trews as �ossit le. Ttuuiblin . under a larr�e tree shall be c;onsidered.a,,i.an altetztative rvliea it is anticipated that necessary tretcliing will destroy feederroots. 1z.. Cleanup, ® Protective feticiiig slndt be the 1Li.stitenLs removed during the final cleMup. 13. Dammed Trcxs: ® Damage trees sha)1`be treated immediately by praising, fertilization or other methods reconunonded by a tree. specialist. NOTE: IT IS IIE; DEVELOPER'S RESPOINSIBILITY TO C-ONI' CR V4'ITII TIIE CONTRAC.TOR. ON TREE COiNSERvAT[OIN RE:QUIRE14 E NTS. '08V NER S.1 05/16/2022 E) CONTRACT PVRCIIAS , SIGNATURE (DATC} 5/1/06 Page 1 of 1 • andDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 VWWV.LANDDESIGN.COM KEY MAP MIN ..� 0 T 01 %, 0%. wat-,t� V (�z MATTHEW V. CLARK Lic. No. 952 08-05-2022 r� 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: SHEET TITLE 8/5/2022 12:S8 RM M101132Blfdfl I13ff � ORIGINAL SHEET SIZE: 24" X 36 LANDSCAPE NOTES SHEET NUMBER Ll 05 1 BENCH L106 )PRECEDENT NTS 2 - WASTE RECEPTACLE yLl06 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. • andDesi&m. 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 DESIGNED BY: MC DRAWN BY: LH CHECKED BY: MC SCALE NORTH VERT- N/A HORZ: SHEET TITLE LANDSCAPE SITE DETAILS SHEET NUMBER Ll 06 8/36Zfl022139-86'A4M ORIGINAL SHEET SIZE: 24"