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Home My WebLink AboutSDP201500043 Plan - Approved Final Site Plan and Comps. 2016-03-29ALBEMARLE COUNTY, VIRGINIA 0, MAGISTERIAL DISTRICT SCOTTSVILLI u— wo 111101c mllmewmal - 2. SEE ALTA/ACSM LAND TITLE SURVEY, DATED FEBRUARY 12,2015, BY ROGER'TV. RAY & ASSOC.,INC. FOR ALL TITLE REPORT EXCEPTIONS/EASEMENTS. I TITLE REPORT PROVIDED BY: FIRST AMERICAN TITLE FILE NO: 14-lQ684 COMMITMENT NO.: 14-10684 EFFECTIVE DATE: JANUARY 9,2015 8:00 AM THIS PROPERTY IS SUBJECT TO ANY ADIDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. IF THESE FILES ARE MODIFIED AFTER RECEIVED, THE RECEIVER AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS, OUR FIRM "RK&K", FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES, DAMAGES OR COSTS FROM THE USE OF OUTDATED DESIGN FILES. WWI mmost 20i INEM k - Ao 1 No 000, R ------- Itlivel olmi L SHEET DESCRI PTION C-01 C -02A thru C -02C C -03A and C -03B C -03C C-04 C-05 C-06 C-07 C -07A thru C -07F C-08 C -08A thru C -08F C-09 C -09A thru C -09F C -09H C-10Athru 10D C -10E C-11Aand 11B C-12 C -12A C-13 C-14 C-15 C-16 I m COVER SHEET GENERAL NOTES AND TYPICAL DETAILS EXISTING CONDITIONS DEMOLITION PLAN WATER DETAILS SANITARY SEWER DETAILS Wilk OVERALL LAYOUT PLAN LAYOUT PLANS OVERALL UTILITY PLAN UTILITIES PLANS OVERALL DRAINAGE PLAN GRADING AND DRAINAGE PLANS N / ' DRAINAGE DESCRIPTIONS UTILITY PROFILES VDOT STORM PROFILES CROSS SECTIONS MAINTENANCE OF TRAFFIC PLAN SIGHT DISTANCE AND TYPICAL SECTION PLAN N/A OFF-SITE SANITARY SEWER ANALYSIS APPROVALS AND CONDITIONS DRAINAGE DESCRIPTIONS & CALCULATIONS SITE CONTEXT OVERALL PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN PLANT SCHEDULE, CALCULATIONS, & DETAILS OVERALL LIGHTING PLAN PARKING LOT LIGHTING PLAN PARKING LOT LIGHTING PLAN �ORE m BEFORE YOU DIG CALL "811° PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE OWNER: GAMBIT (PRANA LAND, LLC.) DEVELOPER: DOMINION REALTY PARTNERS, LLC 101 N. 5TH STREET, SUITE B RICHMOND, VIRGINIA 23219 CONTACT: MICHAEL M. CAMPBELL PH. 804-780-3877 PROPOSED USE: APARTMENT COMPLEX TMP: 76-54 (A, A2, A3) 76-55 (B,D) ZONING: R-10 = 15.39 AC R-2= 0.878 AC TOTAL AREA : 16.27 AC APARTMENT DENSITY: 15.39 (10) = 154 UNITS DENSITY BONUS (AFFORDABLE 1 HOUSING) 154 + (30%) = 200 UNITS UNITS: 200 APARTMENTS 136 -1 BEDROOM 64 - 2 BEDROOM MAXIMUM BUILDING HEIGHT: 3 STORY @ 48.67'/ 4 STORY @ 53.34' BUILDING HEIGHT: 3 STORY = 40.86'/ 4 STORY = 51.53' PARKING REQD: 96(1.5) = 144 SPACES 104 (2.0) = 208 SPACES 352 SPACES PARKING PROVIDED: 9'x18' = 254 SPACES 9'x16'(*) = 102 SPACES 356 SPACES (INCL. 12 HANDICAP) PROPOSED BUILDING AND PARKING COVER: 4.85 AC POND AREA: 0.76 AC TREE SAVE AREA: 1.97 AC LANDSCAPED/TURF AREA: 8.0 AC POOL DECK AND SIDEWALKS: 0.69 AC OVERALL OPEN SPACE: 11.42 AC (11.42/16.27)=70.2% OPEN SPACE RECREATION AREA: 34,500 SF TRAFFIC GENERATION: DAILY TRIPS* ENTER: 668 (VPD) EXIT: 668 (VPD) FLOOD ZONE: SITE IS NOT WITHIN A FLOOD ZONE. REFERENCE FIRM MAP #51003CO269D, PANEL 269 OF 575, EFFECTIVE DATE FEBRUARY 4, 2005 Un. wo TEMPORARY BENCHMARK: MONUMENT FOUND AT EASTERN -MOST CORNER OF SUBJECT PROPERTY AT INTERSECTION OF 5TH STREET EXTENDED AND INTERSTATE 64 EASTBOUND RAMP. ELEV.=465.65 N 3890348.8356 E 11479910.0190 YARD SETBACKS (R-10): FRONT = 25' SIDE = 15' REAR = 20' MAX. HEIGHT = 65' ROMME'll, wmf DESCRIPTION LEGEND QUANTITY UNIT AM PEAK HOUR RATE ENTER EXIT PM PEAK HOUR PROPOSED EXISTING EXIT OVERLAY EXISTING PAVEMENT EXIT PAVEMENT I DEPARTMENT OF FIRE RESCUE ASPHALT PAVEMENT DWELLING T=0.46 (X)- PROPERTY LINE 117MI31110 imfftmj".'MAO T=0.53 (X)- HEALTH DEPARTMENT SANITARY SEWER uj CULVERT OR STORM SEWER PIPE 223 200 Z2_w DRAINAGE STRUCTURE NUMBER 56 WATER LINE 39 668 123.56 _U.� POWER LINE @--.0— SANITARY SEWER LINE U. T. TELEPHONE LINE DENOTESUNDERGROUND > M W OH DENOTES OVERHEAD W WATER LINE —GAS— GAS LINE 174,-Z PROPOSED FINISHED GRADE CONTOUR ELEVATION CULVERT OR STORM SEWER PIPE Elp DENOTES EDGE OF PAVEMENT FIRE HYDRANT TIC DENOTES TOP OF CURB BENCH MARK LOCATION f1c DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) -- 174— EXISTING CONTOUR ELEVATION 19/c DENOTES BACK OF CURB I m COVER SHEET GENERAL NOTES AND TYPICAL DETAILS EXISTING CONDITIONS DEMOLITION PLAN WATER DETAILS SANITARY SEWER DETAILS Wilk OVERALL LAYOUT PLAN LAYOUT PLANS OVERALL UTILITY PLAN UTILITIES PLANS OVERALL DRAINAGE PLAN GRADING AND DRAINAGE PLANS N / ' DRAINAGE DESCRIPTIONS UTILITY PROFILES VDOT STORM PROFILES CROSS SECTIONS MAINTENANCE OF TRAFFIC PLAN SIGHT DISTANCE AND TYPICAL SECTION PLAN N/A OFF-SITE SANITARY SEWER ANALYSIS APPROVALS AND CONDITIONS DRAINAGE DESCRIPTIONS & CALCULATIONS SITE CONTEXT OVERALL PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN SITE PLANTING PLAN PLANT SCHEDULE, CALCULATIONS, & DETAILS OVERALL LIGHTING PLAN PARKING LOT LIGHTING PLAN PARKING LOT LIGHTING PLAN �ORE m BEFORE YOU DIG CALL "811° PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE OWNER: GAMBIT (PRANA LAND, LLC.) DEVELOPER: DOMINION REALTY PARTNERS, LLC 101 N. 5TH STREET, SUITE B RICHMOND, VIRGINIA 23219 CONTACT: MICHAEL M. CAMPBELL PH. 804-780-3877 PROPOSED USE: APARTMENT COMPLEX TMP: 76-54 (A, A2, A3) 76-55 (B,D) ZONING: R-10 = 15.39 AC R-2= 0.878 AC TOTAL AREA : 16.27 AC APARTMENT DENSITY: 15.39 (10) = 154 UNITS DENSITY BONUS (AFFORDABLE 1 HOUSING) 154 + (30%) = 200 UNITS UNITS: 200 APARTMENTS 136 -1 BEDROOM 64 - 2 BEDROOM MAXIMUM BUILDING HEIGHT: 3 STORY @ 48.67'/ 4 STORY @ 53.34' BUILDING HEIGHT: 3 STORY = 40.86'/ 4 STORY = 51.53' PARKING REQD: 96(1.5) = 144 SPACES 104 (2.0) = 208 SPACES 352 SPACES PARKING PROVIDED: 9'x18' = 254 SPACES 9'x16'(*) = 102 SPACES 356 SPACES (INCL. 12 HANDICAP) PROPOSED BUILDING AND PARKING COVER: 4.85 AC POND AREA: 0.76 AC TREE SAVE AREA: 1.97 AC LANDSCAPED/TURF AREA: 8.0 AC POOL DECK AND SIDEWALKS: 0.69 AC OVERALL OPEN SPACE: 11.42 AC (11.42/16.27)=70.2% OPEN SPACE RECREATION AREA: 34,500 SF TRAFFIC GENERATION: DAILY TRIPS* ENTER: 668 (VPD) EXIT: 668 (VPD) FLOOD ZONE: SITE IS NOT WITHIN A FLOOD ZONE. REFERENCE FIRM MAP #51003CO269D, PANEL 269 OF 575, EFFECTIVE DATE FEBRUARY 4, 2005 Un. wo TEMPORARY BENCHMARK: MONUMENT FOUND AT EASTERN -MOST CORNER OF SUBJECT PROPERTY AT INTERSECTION OF 5TH STREET EXTENDED AND INTERSTATE 64 EASTBOUND RAMP. ELEV.=465.65 N 3890348.8356 E 11479910.0190 YARD SETBACKS (R-10): FRONT = 25' SIDE = 15' REAR = 20' MAX. HEIGHT = 65' ROMME'll, wmf DESCRIPTION ITE CODE QUANTITY UNIT AM PEAK HOUR RATE ENTER EXIT PM PEAK HOUR DAILY TRIPS* RATE ENTER EXIT RATE ENTER EXIT MID -RISE I DEPARTMENT OF FIRE RESCUE CL DWELLING T=0.46 (X)- 117MI31110 imfftmj".'MAO T=0.53 (X)- HEALTH DEPARTMENT T=6.06 (X)- uj APARTMENT 223 200 UNITS 14.01 23 56 56 11.27 39 668 123.56 668 NOTE: T=TRIP ENDS; X=NO. OF DWELLING UNITS * BASED ON LAND USE TYPE - APARTMENT (CODE -220) APPROVALS m DEPARTMENT OF COMMUNITY DEVELqPMENT PLANNER/ZONING (_) ENGINEER Al INSPECTIONS Ql\.� < _j �14 UJ w :c co I DEPARTMENT OF FIRE RESCUE CL ginsgLema� ums 1 WT !-:_07f 117MI31110 imfftmj".'MAO HEALTH DEPARTMENT 3 �TS1'i�l�''�U2� w llz�r (_) i-— Al < _j Z Lli UJ w :c co U- 0 CL U) I__ z w ui uj LLJ 0 U) w (_) i-— < _j Z Lli CL 2E w ui uj LLJ 0 U) w U) z> > M W 0 0 c) w w M, U3 A A ALB.ENIARLE COUNTY FINAL PLAN GENERAL N07FES General Construction Notes L Prior toany construction within any existing public. right-of-way, including connection to any t-.xisthig road, a permit sball be obtairied from the Virginia Department of Transpartation (NIDOT.). This plan. as drawntnw.�ry, Ilot -rep, -ments of the permit, anciesoccurtherequire, shall o0vern, 11� 2. All inaterials and consiruction niethods shall conforn). to current specificatiansand standards ofVDOT urdess c;therwise noted. 3, Erosionand siltation control measures shall be provide(] inaccordance with theapproved erosion. Control plan and ,h, I s all be installed prior to any clearing, grading or Other Construction, 4� All slopes and disturt)ed areas are to be tertilized, seeded and m ulclae& 5, The maximurn allowable slope is 2: 1. Where reaso.nably obtainable, lessei- slopes 00:1 or betterare to be achieved. 6� Paved. rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Enkuneer, or desi, grace, ;1, is deenied necessary irt order to stabilize a drainage ctiannel. 7 All traffic comrol signis Shall 001'.1"Orra wifli the Virginia MaiTual -for LInil'oria.). Traffic Control Devices. Unless otherw'ise.noted ail concrete pipe sh.all. be relinforcedcotic.rete pipe - Class,111L 9. All excavationfor underground pipe bastallalion must co.n.i.ply with OS11A Standards for the Construction Industry (29 CFR Pant 1926)� General Construction Notes for Streets (This list is inaddition to the General Construction Notes) I � Construction. inspection of all proposedroads within the development will be inade by the County. The contractor must. notify the Departnient. of Community De�velopi.aent (296- 5832) 48 hours in ad van.ce ofibe start )f'c onzftructi on. xi of f -r, actorshall hav s 2. U:pori cornpletk ine g ading and prepa ation. of the roadbed suborade, the conty, e CBR, test., perforined on the subgrade soil, Three (31) copies of the test results shall be submitted to the COW.Tly, If a subgrade soil CB , of 10 or 9p:eater is not obtainable, a revised pavement design shall be made by the design R engineer and subrnitted. with the test resulls forapproval. 3. Sarfi3ce draina e and pipe dischargeiarust withil.). the public ri, -of-way or easeni.e.nts prior 9 .1�ht tc� acceptance by the County. All drainage out.fall easemenTs are to be extended to a boundary line or a natural watercourse� 4, Guardrail locationsare approximate, Exact length, location. and appropriate end treatments will be field verified at the thrie of construction. Additional guardrail inay be required at looations.not shown when, in the opinion of the County Engineer, or designee. it is deenied necessary. -When. guardrail is required. itsball be instailed. f(xtr (4) feet offset from the edge of pavenient to flieface of guardrail, and roadway sh(yulder vvidths Shall be increased to seven (7) feet 5� Where ttrbari cross sections are installed, all rcsiden.tiiI driveway entrances shall conliorin to VD0T C16 -9(A. B or C), 6, Where rural cross sections are installed,all residential driveway entrances shall conform to V.DOT standard PE -L 7. Compliance with the minimum pavenlefit Width, shoulder width and ditch sections, as shown on the typical pavement section. deiail, shall be strictly adhered to� 8, Road plan. approval for subdivisions is subject to final subdivision plat validation. Should thelinal plat for this pro.ject expire prior to signing, and recordation, then approval of these plansshall be nuli and void, 9, All sions or other re-gulatory devices shall conforna with the Vir I orin �. I .'r&f fie �> gin"a Manual for L I it' Control Devices and the Albeinarle County Road Naiiiing ati.d.P.roperty Nitnibe-ring Ordinance and Manual. W. Traffic coutrol or other fegUlMrV signs or barricades sb�all be installed by the developer when. ii.i. the opinion of e. dicy are deemed necessary it, order to provide sal`e and convenientaccess, the County Engineer, or desi,111fle 11, The speed limits to be posied on speed limit signs are 5 mph below the design speed, or as determined by, VDOT for public roads. 12. VDOT standard CD -4 or C"D 2 cross-drairis under to be installed ander the subbase material at all. cut and fill transitions and gradesag pointsas shown on the road profiles, ,a C 13� Avideocame-i inspectliOn is recluired for all storm sewersand culverts that are deemed inaccessible to VD0T or County inspections. The vid. o inspection shall be conducted in accoidairce with VDOT',s video canlera. inspection procedme and witha. VDOT or County inspector present. General construction notes for Erosion and Sedinient Control plans I . The plan. approving aud:iorily.niust be nofified one. week prior to the PVC-COnStruCtioll. conference, One %;eek - .prior to the Commencement of land disturbingactivity, and one week prior to the final inspection, 1 All crosionand sediinent control rrie�asures will. be constructed and maintain.ed according torninim um stanAards and-apecificatians of the Virginia Erosioii and Sediment Control. 14andbook and Virginia Regulations VR 625-02-00 Erosion arid Sediment Control Regulations, aced prior to or as the first step in clearing. - All erosion and seditrient control measures are to be ph 4� A. copy of the approved crosion arid sediment control plan shall be 1D.aintaffled on the siteat all ti-mes, 5. Prior to connnencingland dislurbingactivities in areas othar than. indicated. ori. these platis "including, but ri,ot limited to, off-site borrow or waste areas), the contractor shall submit a s . ritrol plan to ,upplerrientary erosion co the ownei for review and approval by the plan approvin.g authority, 6, The co-ntrictor is responsible -for installation ofarry additional erosion control nicasures necessary to prevent erosion and sedinientirtion as deteronned by the plan. a2pproving authority. 7, All disturbed areas are to drain to approved sediment. controlineasurcs at all. tinies durhig ].and disturb.ing , ac Q tivities a.rid duria- site developirient until final stabilizatio.n. is achieved, 8, 1311ring dewatering operations, water will be timped into an approved filterirgy device. p 9� The contractor shall inspect all erosion control measures periodically an(] after each rtinoff_ producing rainfiall event, Any necessary repairs or cleanup to.inaintain the effectiveness of the erosion control devices sliall ba made immediately. 10. A I I fill material to be taken from an approi,, ed, desi gnated borrow area. I L All waste materi As shall be taken to an at)proved waste area, Earthfill shall be inert materials <)III v, free (.,,f roots, stumps, wood, rubbish., and other debris. 12, Borrow or waste areas are to be reclaimed �,villarn 7 days of completion per Zoning Ordrnatice section 5.1.28. 1� 1 -1. All inert triaterials shatt be transported, in cotnpliance with. section 13-301 of 1he Code of Albemarle. 14� Borrow, fill or waste activity in -volving inclustriai-type power equipment shall be limited to the hours of 7:010am to 9:001)111, 15. Borr(nN,, fill or wasteactivity shall be Conducted in a safe, manner than inaintains lateral support, or order to jinhanaize any bazard to persons, physical damage to -adjacent land. and iraprovenients, arid datnage to atTy public street because o slides, sliaking� or c-ollapse. 16� The developer shall. reserve the right. to install., maintain, remove or convert to pernaarient stonriwater mariagernentfacilities vdiere appliatble all erosion controf ineasures required by this plan regardless of the sale ofarty lot, urut, building or other portion of the property. 17. Temporary stabilization shall be temporary seedliag Seeding- is to be at 75 lbs,,"acre, ind ba the nion inixofAnnual, Ryegrassand CereA Winter.Rye, orul , Ahs of ' September to February to consist a 50 �50 March and April to consist of Annual Rye, or May tbrough-Augaist to consist of German. Millet, Sti-mv inulichis to, be applied at 80ibs/100sf, Alternativesare subject tcyq�proved by the County erosion control inspector. l& Permanent stabilization shall be lime and.fi�rfilizer, permanentseeding, and mulch, A-gricultural grade limestone shall beapplied at 90ibs/1.000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be appliedat I 0001bs/,acre and. consist of a 1. 0-20- 10 nutrie.ol mix. Permanent seedingshall. be applied it. 180lbs,"'acre and consist of 95% Kentucky 31 orTall Fescue and 0-5% Perentrial !Zyegrtts,,., or Kentucky Blueg ss. Straw nualch ja .i,,tobe,ipplie(lat8Ol.bsl'1.00si".Altem,i.tivesai:e-,ubjectto,7tpj?rovedi--Y 19� Maintenance: All uneasures are, to be inspected vvecklyand after each rainfall. A.iiy darnage orclog�yi 4�,rig to structural ineasures is to be repair imniediately, Silt traps are to be cleaned N�ihen 50% of the wi��t,-,.Aorage Z, volunae is filled Nviffisedinient. A11 seededareas at-. to be reseeded. �,vherinecessary to achieve a pyood slaiad of I -i� - -it must be cleaned and grass. S'lt fence and diversion dykes which are collectit g sediment to halftheir heigl repaired immediately, 20. All temporary erosion. and sedirriera convol. measures are to be ren.i.oved \vithin 30 days of final site saabilizatiol.I., wheiT.measures are no longer iieccled,subject to approval byd.re Co-ituty erosioti control inspeotor. General construction uotes for StormwMer Management plans I . Ali dams and. constructed fill to be within 9511/,4 of maxinurni dry density and. 2% of opthuran vinoistare content, All fill material to be approved by ageotechuical engincer, A geoteclInical engineer is to be presemduring construction. of dains. 2. Pipe and riserjoints are to be walertight within stounwater management facilities. 3. For temporary sedliatent firaps or basins wtvichare to be conveiled to porinarien.t stormwatmr nianagetnel).t tacilifies. conversion is not to take place unti I the site Is stabilize(], and permission has been obtained from the County erosion controf iiispector. a f/2"x 1 1/2"x 1/4'*---. CHECKERED PLXrE ANGLES N� q .4 A. MAXI <TFf-_ 2" WELDS 6' O�C� 4 z, . ........ . . . ............. ................. ....... . ... 1/2"x 3 f/2% 1/4" ANGLES 11/4" STE'EL PLATE "'77,777 > ........ 0, A e, Z % B PLAIN M THE SHAPE OF EXISTING CURB PACE. Sk,CTION A -A. "IDEWALK DRAIN DETAIL 0 - NOT TO SCALE (ON-SITE ONLY) LEGEND- RED (RETROREFL) BACKGROUND- WHITE (RETROREFL) 4275' R S, 2C FD E P A R K(I NT% b E I 1 1 -_ I . - I , I'a - wl k* RM 1 1 2 A 8 D E F C 14 J K L R7-8 NO PARKING LEGEND - GREEN (RETROREFL), WHITESYMBOLON BLUE (RETROREFL) Drs: LHIEND -OEEN' ETn0REFLNT1',Ufl 5LA:K CILOP11- LHEND -Ml- �R_ RORFIECTNG� BACKGROUND - WHITE (RETROREFL) �fRNRERKTPJ[) A. DRGRGIX,UIVE� MLITCD MUTCD R7-8 R7 -8P HANDICAP SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR MOBILITY IMPAIRED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FIVE (5) FEET ABOVE -GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE -GRADE. HANDICAP PA ING SIGN PLATES (USE "VAN" ACCESSIBLE SIGN WHERE DESIGNATED ON PLANS) ACSA GENERAL -WATER & SEWER CONDITIONS 1� WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICALS AT THE START OF 'THE WORK. 2� 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. 3� ALL MATERIALS ARE CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADAPTED BY THE ACSA, 4. DATUM FOR THE ELEVATIONS SHOWN IN NATIONAL GEODE -11C SURVEY. 55 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800-552-7001 )� 6� 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 THE PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LiNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 10� THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULLTION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 8"x6" TREATED WOODEN POST "GR -2" GUARD RAIL PENALTY PLATE AS PER VCC 1106.8 "57 ---m--METAL POST SET IN 6" DIA. 2'-0" DEEP C I D CONCRETE (WALL -MOUNTED SIGN MAY ALSO BE USED) E NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2,000 PSI± UNREINFORCED CONCRETE 2. THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. EXCAVATION LIMITS 3" - FACE OF BUILDING HORIZONTAL BRACE ISOLA 770N NOTE: A', jf1 0.5' THICK 5' AND EXPANSION JOINTS AT NO MORE THAN PREMRMED 20' INTERVALS. G"R-2, W/ 6"X8" WO"U"D POST kG"PUARD RAIL DETAIL (TYP.) MATERLAL (PER VDOT STANDARDS) 811 % MAX BROOM FINISHED -4 NOT TO SCALE Weight: PENALTY PLATE AS PER VCC 1106.8 "57 ---m--METAL POST SET IN 6" DIA. 2'-0" DEEP C I D CONCRETE (WALL -MOUNTED SIGN MAY ALSO BE USED) E NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2,000 PSI± UNREINFORCED CONCRETE 2. THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. EXCAVATION LIMITS 3" - FACE OF BUILDING HORIZONTAL BRACE ISOLA 770N NOTE: dow W/ PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY 0.5' THICK 5' AND EXPANSION JOINTS AT NO MORE THAN PREMRMED 20' INTERVALS. CURBING (WHERE NOTED ON PLANS) JOINT SEALING JOINT SEAUNG MATERIAL RLLER. MATERLAL xy VARIES 811 % MAX BROOM FINISHED -4 411 V Weight: POST Weight: 50 Ibs WALL DESIGN SHALL ACCOMMODATE THE LANDSCAPE PLAN, GEO(3RID LAYER MAY LLj LIJ REQUIRE ADJUSTMENT TO PROVIDE ROOTBALL PLANTING INSTALLATION. NEW Z INFRASTRUCTURE IMPROVEMENTS AND INSTALLATION TO MITIGATE ANY POTENTIAL DAMAGE PAVEMENT P '-COMPACTED SUBGRAIDE 'TO THE 'CONSTRUCTION OR OPERATION OF EITHER. GRAMW FILL 5' CONCRETE 2 Planting Guidelines (V90T.,,48 OR hK57) CL -0.5- THICK PREFORMED JOINT F1H ER 141- SIDEWALK` DETAIL UNIT FACE NOT TO SCALE F_ PENALTY PLATE AS PER VCC 1106.8 "57 ---m--METAL POST SET IN 6" DIA. 2'-0" DEEP C I D CONCRETE (WALL -MOUNTED SIGN MAY ALSO BE USED) E NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2,000 PSI± UNREINFORCED CONCRETE 2. THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. EXCAVATION LIMITS 3" - FACE OF BUILDING HORIZONTAL BRACE ISOLA 770N BAR dow W/ COATED CHAIN 0.5' THICK LINK FENCE (9 PREMRMED GAUGE BLACK JOINT COLOR) RLLER. 0 Go xy Height: 811 �24 411 CORNER Weight: POST L END 10' O.C. MAX. /-BOTTOM RAIL 1W I I W= rvu I-Wiltu lu m/lAlk FENCE TURN BUCKLE 00 0 B0170M RAIL 1%" DIAGONAL BRACE VDOT CLASS ROD A-3 CONCRETE Zr2 U ___j_ y LINE POST 2" CHAIN LINK FENCE DETAIL LINE POST NOT TO SCALE 6' 4 1/2"± w/ 2" POST 6' 5 2 1/2" POST 3 31/32- PICKET SPACING A r-% PAVEMENT MARKING1 DETAIL (YELLOW COLOR) NOT TO SCALE 4 1/2" 56" (9 Uj Vi LIJ V) _j in _j 0 � =) � 0 0 M 3: M M U_ 00 moo :D j _j _j _j 00- 00- 0 0 Z Zo Do :DZ0 ozo 00ZWOZ ry Z) _j Z) < 0 0 ry b ;C:q < (0 (0 < (6 Lo (N 5 1/2- -1 A I OrRINAMENTAL FENCE DETAIL NOT TO SCALE TYP. CROSS SECTION (OR EQUIVALENT) (ORNAMENTATION ALUMINU INC.' -'--1 1/8"M 3/4" HORIZONTAL RAIL 3/4-X3/4" PICKETS .050 WALL -2"X2" POST .060 WALL 2"X2" POST .080 WALL 2"X2" POST .125 WALL 2 1/2"X2 1/2- POST .100 WALL CONC. FOOTINGS T_ PER. LOCAL CODE B A - X B EFS- 15 COMMERCIAL STANDARD UNIT -1-Y4" MESH PVC RE-I'AlbLNG WALL CONDITIONS COATED CHAIN 181F LINK FENCE (9 1811 GAUGE BLACK *Depth: COLOR) *Depth: 10 1/2" xy Height: 811 NOTE: RAILS, POSTS, 411 & FITTINGS TO BE rvu I-Wiltu lu m/lAlk FENCE TURN BUCKLE 00 0 B0170M RAIL 1%" DIAGONAL BRACE VDOT CLASS ROD A-3 CONCRETE Zr2 U ___j_ y LINE POST 2" CHAIN LINK FENCE DETAIL LINE POST NOT TO SCALE 6' 4 1/2"± w/ 2" POST 6' 5 2 1/2" POST 3 31/32- PICKET SPACING A r-% PAVEMENT MARKING1 DETAIL (YELLOW COLOR) NOT TO SCALE 4 1/2" 56" (9 Uj Vi LIJ V) _j in _j 0 � =) � 0 0 M 3: M M U_ 00 moo :D j _j _j _j 00- 00- 0 0 Z Zo Do :DZ0 ozo 00ZWOZ ry Z) _j Z) < 0 0 ry b ;C:q < (0 (0 < (6 Lo (N 5 1/2- -1 A I OrRINAMENTAL FENCE DETAIL NOT TO SCALE TYP. CROSS SECTION (OR EQUIVALENT) (ORNAMENTATION ALUMINU INC.' -'--1 1/8"M 3/4" HORIZONTAL RAIL 3/4-X3/4" PICKETS .050 WALL -2"X2" POST .060 WALL 2"X2" POST .080 WALL 2"X2" POST .125 WALL 2 1/2"X2 1/2- POST .100 WALL CONC. FOOTINGS T_ PER. LOCAL CODE B A - X B EFS- 15 COMMERCIAL STANDARD UNIT CAP UNIT RE-I'AlbLNG WALL CONDITIONS Width: 181F Width: 1811 1, FINAL RETAINING WALL DESIGN AND ENGINEERING SHALL BE APPROVED DURING *Depth: 1811 *Depth: 10 1/2" BUILDING PERMIT REVIEW AND APPROVAL. Height: 811 Height: 411 2. LANDSCAPING SHALL BE PROVIDED AS PER THE LANDSCAPING PLAN, RETAINING Weight: 108 Ibs Weight: 50 Ibs WALL DESIGN SHALL ACCOMMODATE THE LANDSCAPE PLAN, GEO(3RID LAYER MAY LLj LIJ REQUIRE ADJUSTMENT TO PROVIDE ROOTBALL PLANTING INSTALLATION. 3, FINAL RETAINING WALL DESIGN AND INSTALLATION SHALL BE COORDINATED WITH Z INFRASTRUCTURE IMPROVEMENTS AND INSTALLATION TO MITIGATE ANY POTENTIAL DAMAGE W 'TO THE 'CONSTRUCTION OR OPERATION OF EITHER. CL 2 Planting Guidelines CL W > 141- LLJ UNIT FACE 1 -1 , 0 - . X 11012101.1911 1 LtTLL111U FA# NOTE: SEGMERTED MASONIRT !"W RETAINING WALL TO BE "SHANNON TAN" IN COLOR. STANDARD UNIT/BASE PAD ISOMETRIC SECTION VIEW * DIMENSIONS & WEIGHT MAY VARY BY REGION 8" Min. Low Permeable Soil -71-1 _7 Note: When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. Keystone Cap Unit Keystone Standard Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) 1 1 1/4" 81f Finished Grade Z U) a) A Unreinforced Concrete or Crushed Stone (Loundation Soil) Leveling Pad IN, 10 111 Ili, I STANDARD UNIT - 1" SETBACK NOT TO SCALE 0!�R FIGURE EA -TYPICAL PLANTINGLIMITS Z 0W. 2 (8", 2, 0 S�, 1 (5) W B'�M,ir, Low Permeatla Soil (0,3, FIGURE FA -TYPICAL PLANTING LIMITS All planting offsets shall be a minimuni of 2 feet + the opening diameter is meawred from face of wall. Lateraf spacing between openings shall be a minimum of 3 x opening diameter, Only top two layers of geogrid may be out to allow planting of tree ball. Avoid disturbance of adjacent reinforcement. If trees are spaced closely together and cutting of geogrid becomes excessive, consult with your Keystone represeMative, Extreme care shall be taken if installing irrigation systems directly behind the wall so as to not damage the soil reinforcernent (Wring installation or have potential leakage into the retaining wall systeat Leaking irrigation lines can saturate the backfill and create hydrostatic pressure and wall movemerit. Utilize a root control barder as reqLdred to avoid root pressures or groMh through the Keystone concrete units. Numbers in parerithesis are for exatnple only, fh� infofmitiol ontohod hcroin hos been compiled W Kcystonel Rotaining Vkll Sym'3ms, In'. and to the bc,81 0� 1�f KAOMOdge, Fx.twafoly reprosorft-. the Keystone prod.ct use in lh� app!j�ti�m Wh arC 0;.�tr.le,j. Find d"temonationof the suiWifity fol thV Use 31)d It$ M111- of - w� Ihe Of file L(Sef. �3tNdkWai de$lg�l a'ld aflalyGIS Shall Le P�dT�d b,' a enqmcel. Keystone Construction Manuat 95 I -Tt < U) I 2 Lij U.J UL 0 < C14 0 U) Z (D I 0 < U) 2 _j (D LLj LIJ Z W CL 2 CL W > 141- LLJ 0 F_ LJJ cr 06 U) e W :Z W > I -- F_ 0 Z Lj_ ::) 0 Z EL- c) _j W _j 9 10� < Uj W < z Q i^^ z 0 0 LL Q uj {f� y�3 }" �f�'r ;fs �.��Nk err il`�✓i.� `�'; y, w\ f4 r.� r M I.^ W '.a few ;;a•, 4 Loor,4� h^f ,00 PRINTED DATE ISSLIVREV ISION?.... li r< i4 ISSUED ('011D Vp 34 w z CL LLJ 0 rr'' t 4i} DRQ WING Nib-, AR 1- 1 "C E i° ujLLJ m LL 0 m z (D p I C) E i° • e• (D LLJ L' " C) LLJ z La. d cr F M W IF- F- Z F— __.i ry 0- Lj 03 Ln E i° • e• _.,� .M�..�w»�.-�:«_�,......>...,,:..�..��...w_.._..«,.�,..,«.._.».,......».,m�,....w.:..,,,�,......,.«,..�,,.w._:,oM..,..«.,_....._..,......�.;..,,..>.�,....,,.,....W,:.�.:...........,_...«,,..«d.....,..�.._..............«.�,.««�«««..«.._«.,.-..«,w..,:_..._.v..N.«.........,.._.....,«....w.:.._....»....:,.....,,....:_«._�»�.._:......_�.,.... «...,.,...µ,,...��..n....:............_..,....,d._,....._.«.,«..,.u,,... _.,...,.._....._.........«.. i t 141 121 0' 5" CORRUGATED PREFINI5HEC METAL CRATE nl SCREEN ATTACHED TO GATE DOOR FRAMING �.....».u.�..._.,.�,.,,».,�.��_p,..,mw,e,,.,,w,.M_.,_._m..e�, .,_.�M.,A..�...m _,...•. ., ...,...M..� �.�_,..,�._.qH_:.,.,,�..�,. �....... � .�.._,_.,�,,.._,....m..._„�_•.,._..M_._..,�.��.,.__.m«�..�_.�.,..,n,»_,m._. .».._.,..w.�� , ,.._,.,,,�_.._.,.,,�,�....�,.. ��w«.�,.w.w,��,,....M�:�.a. �, �,�s'� _,� r STEEL TUBE POST, ALIGN FACE OF POST INSIDE 2x4 STEEL INSIDE FAQ E OF SCREEN NAL.! Y ALIGN TUBE GATE FRAME ALIGN � PAINTED 2x4 STEEL TUBE �R ` T GATE FRAME: OUT FILL, CAP - PAINT, I YP. � , � .� £� .�, i ,,._.•.w.,,.�,�...,�.....�.._..w_.�.�«�,�_ .,.,,..m,,�.,,�«,,`� m..,._.�� .....�..,,�� «wwM.,�« �,,._.�.,, .,««_.,•.«,,.�.�....d.__.,. � i .,^ „�.,«...,«,....w.._...., �..,«w....w...._.�..�..a.«..,.«.._,w�.r,.,..o,..F ,3.«.,�,�, ,_�a.,w_.� �.-..._..m._� _ � � Ai•{?2 :€ I CORRi1GA T ED PP.PNI 5I ISG METAL GATE SCREEN ATTACHED C[IED L I LE GATE STEEL TU13E POST, ALIGN FACE OF CONTRACTIOR TO PROVIDE POST W INSIDE FACE OF SCREEN HALL. 4 � Uf-i�L. 3/�I"'. FRAMING �,. � 5 � ! � � � •,*. HEAVY DUTY T � I`� STOPS -DROP ANCHORS STEEL N1NG�S w ! I� � GROUT FILL, CAP PAINT, �` NON -REMOVABLE PINS, `f`Y'P. N/ SLEEVE EMBEDS IN CONCRETE � b BELON ,k E -- Ex: 77 PRECAST CONCRETE COPING N1 DON ; f CORNING 7110 AT SEALANT .JOINTS _ \ X,.,:, UPPER NALL �A55EMBLY: , . BRICK VENEER a ,. CAVITY s vy ffi ,E 'MU BRICK VENEER (FILL CELLS € / CONCRETE) 4 e E.R & a _ { A/Y . _ r \` FLEXIBLE TI_ ROUGH -HALL ,�' 1.. FLASHING EN DRIP ECCE. FLASIING LOCATED ONE COURSE BRICK VENEER f SEALANT MINIMUM ABOVE GRADE COMPR.E55. JOINT FILLER f Nl 5EALANT ON TSP COMPRESS, JOINT FILLER Nr SEALANT 11/2" CAVITY BOTP SIDES EXPOSED FACE ON TOP EXPOSED FACE *\.a(N11 Cn GROUT SOLID y TYP. 8" CMU CMU - FILL TOP CELLS CONCRETE SLAB FLUID APPLIED WATERPROpF[NG N/ GROUT w ,. �. JNC:(�lN�"E L,r=,Ei -,l � � ., {`71�EI�iCQ 250 GC} SLAB C RECYCLING SLAB RECYCLING \ _ `, SLOPE GRADE AWAY FROM BUILDING J f NL .ASCaE CiB Y: �ONATERPROC7FING � 4£I , ` MU . 2€� CAVITY B" CMU (FILL CELLS W/ CONCRETE) CONCRETE FOOTING REFERENCE STRUCTURAL DWGS CONTINUOUS TERM BAR SECTION RECYCLING SCREEN WA"LL Scale. /4i£ 1'4' SEE BALANCE OF NOTES AND DIMENSIONS ON 2 A ?-02 ARCI,IITTECTURAL SHINGLES 2€ gill SELF "ADHERING in^" rMSL«O..,,_P E {DINTREINFORCEMENT UNDERL AYMENT FROM ROOF EDGE�64 TORI,, 17D NOT O 24' BEYOND INSIDE FACE OF CONTINUE REINFORCING WALL BELON - BLDG FELT ABOVE TjIROUGP (,J. €,✓' LAPPED OVER CCSB ROOF DECKING .. _ . 1 112" CAVI T Y FILL CMU CELLS WITH � ( � HOOD ROOF � CONCRETEBGN SADE5f ALUMDRIP r 6` PRE -FINISHED PAINTED 5"D x r✓f OGEE STYLE ALUs"". GUTTER BR {C VENEER R aPAINTED1 x FASCIA ac rISS I A=N BRICK VENEER —� ___.__ i {t �» +13'- 11 1/2' 5011, f 2" CAVITY 2" WIDE CONT 5:= :m r ! :_.. ALUM SOFFIT VENT _�, �. ..M,_ _ �_ � � �I � ..., � A a -EM�.NT PANELS CMU_ r_ S e «. i k `F`.i`ii,..?: tU 7 Uf'�L. ..,,r^^�€ Il 11 II :.. 4 Ali VERT, REINFORCING AS REG''D,•- l ROOF FRAMING PLAN REFERENCE STRUCTURAL DNGSa 3/4' FIBER CEMENT ON BUILDING WRAP a • a, — F OVER 1/2' EXTERIOR SHE.ATgING ON 2 ,t ...........FT FRAMING a ..:.. ........... ... C"d S 'i AR 1 6- _BETE COPING , �_m._, . _ :,. BRICK VENEER { PRECAST CONCRETE / DON CORNING 790 AT SEALANT _ JUINTS SECTION DETAIL @ RECYCLING SCREEN WALL i I ! Scale; 1 112 4SEE BALANCE OF NOTES AND DIMENSIONS ON 51ARI-02 !JPPER HALL_ I BRICK 'VENEER 2" CAVITY ti � I° I B" GNU (FILL CELLS INJ \ f { u� CONCRETE) fi ! BRICK VENEER . ,..,..,..r ._.. 13 JOINT REINFORCEMENT C _ FLEXIBLE TkROUGP--N.�,LL - •_ y /1 f&"HORiZ., DC NOT 30' r Sd" PAINTED STEEL _. w. � FLAB�ING LOCATED ONE COURSE _.. ACONTINUE REINFORCING DOOR TRASH DROP INTO MINIMUM ABOVE GRADE T ROUGH CJ. Ck�UTE PROVIDED BY � �t iqs � I `\i� WASTE INDUSTRIES NITA -� � GROUT SOLID _� \ >. !.... COMPACTOR FILL CMU CELLS WITH ' ; = '' ( c ° ! FLUID APPLIED MATERPR OFING �` € CONCRETE (TREMCO 250 GC) `\ 1\ I 77 BRICK VENEER DRAINAGE PANEL LONER WALL ASSEML Ys I PROTECTION BOARD N1 GRANULAR I - BACKFILL 41 PROTECTION BOARD 1 U., \ DRAINAGE PANEL \ C� GRAVEL NASI -I N/ FILTER FABRIC t NAT G ._*�t I RR �f ffi 4® Ca.....J VA CMU SCNEDULE 40 CORRUGATED 'X5a CONCRETE PEDESTRIAN— y` r�. f_�� SLOTTED PVCFIRNATINBRICK VENEER - '_ TRA! - DROP-OFF PAD DRAIN TIED INTO STORM 6' CMU �F� I , L CELLS .W1 SLOPE 114CONCRETE)SYSTEMVERT, REINFORCING AS REQ'D, 4CMU REFERENCE STRUCTURAL 7NG5, .LOPE GRADE AWAY FROM ,. I fi SLAB @ COMPACTOR BUILDING — 1 1/2" CAVITY BOT SIDES, TYP, _ `- , • ; Si..t~3PE ;'. PER "l�. ' ` SLAB C�? COMPACTOR SEE. CIVIL DING€S FOR TO DR IN ;'' SEE CIVIL DWS FOR GRADING NG WATERPROOFING ROOFING MEMBRANE , ��` . COPRESS..JOIN ` {AT, ON `\ FILLER W6 SEALANT DONN ONTO FOUND t CONTINUOUS ERM BAR , ` '• OP EXPOSED ' - CONCRETE FOOTING --- "-_-_ REFERENCE STRUCTURAL DHGS. SECTION DETAIL RECYCLING SCREEN WALL c Scale. 1. 1/2" 1%0" Scales 3/4" M I'-01' SEE BALANCE OF NOTES AND DIMENSIONS ON IIARI-02 I Scale. /4" = 1%0" REFER TO ARCHITECTURAL PLAIN AR1 -02 FOR DIMENSIONS CO-M-NINSIONNO: 14-063.00 DRAWING NO, U L n) B dfs z 0 ri 0 IL CL LLI w f Z two ' r ..; .. .r.,. Fy q �� y s n u M r rz i UJ3 PRINTED i~ A E 1 SSL/ .EVIS ON µ �-- �r;S1 y cr,.__. Isaulr� �,. ILd z LLw CL C�9 co C:) uj se oo t w 6.LJ i w 0 CO-M-NINSIONNO: 14-063.00 DRAWING NO, U L n) No dfs ca No sII--- ---- ....... --- ---- . .. . ..... ... ISUBJECT PROPERTIES III TE IA -6 7E I GAMBIT, L.L.C. GAMBIT, L. L. C. . .. .. .... ISNOW PAWS, LLC SNOW PAWS, LLC .. ....... i D ET SW HOLDINGS, LLC IIRO . .... I INGS, LLC INGS, LLC II fI II... ...... ..... III. ..... II III II IfIGAMBIT, L.L.C. is.... . ... . . ISNOW PAWS, LLC isIII DINGS, LLC IVDOT--1 if0 N IIGAMBIT, L.L.C. IsISNOW PAWS, LLC S87'20'4j"E lIIUMMINGBIRD HOLDINGS, LLC III I INGS, LLC I INGS, LLC I N fI IIIII ll II I*KEN�,,WETLAND IIID ITYP. T) i X, If IK D.B. 335-343 PLAT III IIIIGAMBIT, L.L.C. SNOW PAWS, LLC INGS, LLC IWETLANDS IifI (t�PACTED—AEA)- . ...... II INGS, LLC j INGS, LLC III IIID.B. 2726-89 IDETENTION BASIN/�""'� 8UP E4, sD.B. 21 -- — - ------- ISEMENT I68-111 D.B. 2168-89, 1i O.B. 338-73, 75 PLAT isID.B. 1648-1 IT.M. 76�54AI IIIifIr IIsI fII. . ........... . ..... .... ITI IIs I I.. . .. . ... ...... . ... D.S. 418-319, 321 PLAT 4oq isI--- -------- I I F IIf ATES, LLC D.B. 440-44, 47 PLAT IT 76 I--- — --- ------ IsII ,,j . ........... I f II .. . ... . ..... II HWY. P.B. XI -308 THRU 310 II/ IT, M. 176 — -- — — — --------- - IIv II is ifIIr IIIIIj II 7-, IIIfI III I I III IIIIIIIIIIIisI I IisIlI IIIIIIIII. ..... .... II.......... II ell IId\ IIIIIII> �2 IIIIIIffisIIIIIIIIIIII129 I2 7 I7-7 DENOTES EEP SLOPE LIMITS -;�,-DKAIMU fI�ASEM EN T. IIiY . .... ?, -8. 1205 III -26 (PER ALBEMARLE COUNTY 7, 1VT D' AP) SF � N � 7�' 2' ...... -Tf M2 DISTRICT M IIIz ---------- i7 17 - IP, T. M SET 7 f --QF ftf� --- --- Iis'25'26 N ifIL2 II�tz'14,tl. 76 I........... I. . .. ......... E DENOTES P SLOPE LIMITS I06,1�' L D 6"31'17" 1964�86' I(PER ALBEMARLE COUNTY lIDISTRICT MAP -&-, —22 5ir 5ths T 1 1 1 E)�T NO E 85 3 TI`58? N ED /AR. 63 ---- ------ W16TH R/ W) lIIs— - — ------ --- — III. ........ 40' 20' 0 40' 80, 120' IIISCALE V= 40' if z W w w > W 0 O� c� CL U) T- W z o LL w w ca V) LLJ w cy) LL 0 LJJ _j < z W w w > W 0 O� c� CL U) T- W z o LL w w ca V) - - -- --------------------------- . ..... --------- ---- ------ ..... ... ... . . ..... . .. . ..... .. . ..... - --_ I. ... . ...... ... . ...... . . .... . ......... . ..... .......... ---- -- ----- ---- -------------------------------------- ---- - - 1____________________�___ -- ------ ........ ------- i.. . ... . . . ....... - - --------- ------------------- . ... ...... -- - — ------ . ...... -__ . . ........ . - --- - ... . .... - -- .... . .......... .. . . .. .......... . .... . I........ .... ......... .. ... . . ..... .. .. .. ... . ... ..... . ... . ...... .. .......... I........ . ..... ...... ..... ---- -- ....... . ... . .. ..... .... .... ------- ..... . ....... ... . . .. . ....... I---------_- - - ---- ----- --_-__--- - - ------ - - - - _-_ ---------- 7 .... .. ...... TATE 64 - ----- INTERS - - - IIIIII.. . ....... ........ . . . ... . .......... . ..... ...... ...... ................ IIIIVL )O� ..... ... ... I, XL ..... . ...... . . ...... . . . ...... Imo1v I....... .......... ....... .. III. .. . ........ IIlI1,3 ------- .... . ... ... . .... .... ... . --- -------- . .. . ...... II.. . ...... IIIIfIIIIII........... . ..... ..... ....... .. . ... .... . .... ...... — --- --- II... . .. . ..... . ... ... ...... .. ...... . ....... . ......... .......... ..... . ..... . ......... ........ ..... ....... . ... II. ..... ... IIIII. . . . ....... - - - - II------------- II............ . . ..... I. . . ....... II.... .. . .... IIIIitIIIIII--- - ------------- I... . . . ..... ..... ...... I---------- iI. ... . ......... ........ IIIIt IIIIIII-EXISTING IIIIIIRIGHT-OF-WAY IIIIIIIII.......... II... . .... .... . ... . ..... . IIIII. ...... . . ............ I-------- .. IIIIIIIIIIIIIIit. .... ..... I. . . ............ _---------- IIII.. . .... . IIIIilz ItIIIIIIIIIIIIIIitIIItIIIPON" IIIIIF III. ..... .... f IIIIIlIII..... ..... IIf? IIIIIIIIcp IIIIIIIJ z IIIiIIItIIEXISTING . .. ... RIGHT-OF-W�Y IIV, H ...... ...... ItIIlI. ...... SE7 it'�2 .. 1koN I. . ....... .. ItIitIItIII�76 �/ 'T k I;,qB 4,P.4 -A/;/ IRON(IF) I. . . ..... ......... IIIT. Ia. 76-541A I.... ............. IIIII- le� EXISTING l-0 -WAY o RIGHT F /Ko/V(k II�4 I- ---------- ..... . .... ISE ------- -- - ____ t T--- . . ....... . ....... . . ....... . . ......... . . ..... ... .......... II........... .................... . . ........ . R =768-51 T L D 5',38'48" R =76j.51' C 1. 65' L =,,,715 � 2 4 C5`=S80'20`52 W T 37.65' �75,2 1 IC ...... . . ....... A . . ..... .............. I..... ........ . .... ..... 40' 20' 0 40' 80, 120' SCALE I"= 40' ORIGINAL SURVEY SOURCE: BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN AS PROVIDED BY OWNER. TOPO BY: "TERRA ENGINEERING", DATED 04/08/12 BOUNDARY FROM TITLE SEARCH BINDER AN; PLATS I ADDITIONAL SURVEY NOTES. - (FOR UPDATED RIGHT-OF-WAY, DAM, AND OUTFALL DITCH AREA) 1. NO DETERMINATION WAS MADE TO THE EXISTANCE OR LOCATION OF UNDERGROUND UTILITIES, OTHER THAN THOSE SHOWN. CALL MISS UTILITY BEFORE ANY GROUND DISTURBING ACTIVITIES. 2. SEE ALTA/ACSM LAND TITLE SURVEY, DATED FEBRUARY 12, 2015, BY THIS FIRM FOR ALL TITLE REPORT EXCEPTIONS/EASEMENTS. TITLE REPORT PROVIDED BY: FIRST AMERICAN TITLE FILE NO: 14-10684 COMMITMENT NO.: 14-10684 EFFECTIVE DATE: JANUARY 9,2015 8:00 AM THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. 3. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF BRIAN S. RAY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JANUARY 15, 16, 19, 20 & 30, 2015; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. DENOTES "PRESERVED" STEEP SLOPE LIMITS (PER ALBEMARLE COUNTY "STEEP SLOPE OVERLAY DISTRICT MAP DENOTES "MANAGED" STEEP SLOPE LIMITS (PER ALBEMARLE COUNTY "STEEP SLOPE OVERLAY DISTRICT MAP") STEEP SLOPES OVERLAY DISTRICT MAP SCALE: 1 "=200' I Lij V) cn 0 ui Lij 0 w U- 0 UJ 0 z 2: m 0 W CD �o U) 0 ui I Lij V) z 0 ui 0- 2i 0 ui > z LJJ 0 0 W U) 0 ui z LL- :D 0 U- x w j Ld w 'AMP . ....... . TE IN INTERSTATE 64 .......... . ... . ..... .. INTERSTATE 64 ...... ............ INTERSTATE 64 '0- ............. .. . ....... .. . ...... .... /N r 64 RAA/1p . ... . .... .... ..... ..... low 14/ 1, 14/ 14/ WETLAND 77 \1, (EMEWENT) Typ. T 1_4 �2 Al" WETLANDS CLEARING LIMITS (TYP) CLEARING LIMITS (TYP) (IMPACTED AREA) ,u63 I muny 18ik JI Sqw M a , " itgf, 0 y 8 REMOVE 500± LF OF 009 EXISTING FENCE .. \'t — , REMOVE EXISTING BLOCK FOUNDATION RJ COORDINATE POLE REMOVAL WITH /9" RESPECTIVE UTILV� COMPANY -77' ------------- REMOVE EXISTING TREE (TYP) t REMOVE 145± LF OF CLEARING LIMITS (TYP) EXISTING FENCE Mgt \+ CLEARING LIMITS {TYPE 7 x 1 1 AIL REMOVE EXISTING TREE {TYPE 7i, (APPROX. 1,212 SF) 276 REMOVE 2001: LF 'kll eF & 411 OF EXISTING IRIP—RAP MIMI; VE 1591± �"F EXISTING Can m,� V> X, MOVE 250t SF OF CLEARING IJWUTS (TYP) S EXISTING SIGN REMOVE/RELOCATE EN4 TING RIP RAP it PHALT PAVE NT sr REMOVE I St LF rf;rKom REMOVE 4001 LF OF E XISTING F �j Q WI/------- -SF- - A d I W ___ — — 1.1 v 2' --QF_E)(j1�!T mow 7--il RII—RAP --F 10"ecynin (APPROX,-110 SF GF ASPHALT PAVED PATH W 16 A, X I , lose.. 1 Z. to" EMOVE I ING CDR ASPHALT PAV M1\ENT I Q± F OF EXI%STfNG REMOVE /S 0� 61"k cfmqu 0, Ali��I'k no- I ASPHALT PAYMENT t, ANUT< two W EMOVE 105t SFC -Z R E M E/RELOCATE REE (TYP) A REMOVE 841 1 REMOVE EXISTING EXLSTI G SIGN EXISTING GRAVEL OF, SAWCUT EXISTING ASPHALT V REMOVE 255*1 EXISTING GUARDRAIL OF EXISTING 1 LIMITS OF ASPHALT PAVED PATH WtLL/0V--E. > 05t OF EXI TINO j - 'o, ASPHALT PAVEJ 11.1 % -- ; - REMOVEI , I 11,il I L= REMOVE 92± LF OF EXISTING GUARDRAIL LIMITS OF SAWCUT REMOVE EXISTING 15" RCP (EXISTING. WHITE LANE STRIPE) REMOVE 526* LF OF EXISTING ASPHALT PAVEMENT . . . . . . . . . . M TS OF LI LIMITS OF VERLA Y MILL/OVERLAk am ff EMOVE/RELOCA T C, E ABANDON EX. SIGNS .. ......EXISTING 5th STR-eX TEN 0 WATER SERVICE ED q, �117 c (VAR. ..... .. .. . 15- ....... . . coz A x"! 50' 25' 0 50' 100, 150' I so simmumm9mm !!!I SCALE 1= 50' LJJLJ C-) K < z W z Lu LL _j C) W 0 < LO Z: Lub 0 (01 Go o 60 z 00 0 I (uh 2 "I" C.) >: 0 LJJLJ C-) K < z z m Lub (01 LW1 0 z El 0 (uh 2 "I" UJI >: 0 Lh u) 0 LWI _j LILI (ED JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES S -.. WATER SEWED 3 ?' 0 E3 � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH DI SEPARATION OF WATER SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 901 TO THE RIGHT DF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD -1 TD -9 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8A" 7N 8" INITIAL BACKFILL 8:4 IN 6" MIN MIN. MIN. MIN. 6" BEDDING i� #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 4 MI INITIAL BACKFILL 4 MI UNSTABLE 3" B" a" B" SOIL MIN. MIN. ;MIN MIN. #fib STONE RANULAR FILL AS =L AP�PROVED BY ACSA f ?: = :•_• S STABLE SOiL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED iN 6" LiFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 I" COMPRESSION x 3/4' MALE PIPE COUPLING PLACE 5' GALVANIZED WITNESS " POST WITH OR APPRt1YED EW AL CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HiGHWAY DEPARTMENT APPROVAL. (FEET) FINISHED GRADE Iva_._ o Z," AL SN OR QUAL RESIDENTIAL RND I Ii ADJUSTABLE VALVE BOX W/ LiD Z n u g Q) � v Z N x R DUAL SERVICE T 21/2' I' COMPRESSION x 3/4" MALE PIPE COUPUNC 2,50 M.J. GATE VALVE NATER LINE SOFT COPPER 7�- tib 2500 P.S.I. CONCRETE 6 2'x 2' BEARING AREA. THRUST BLOCK q a. 2.60 2.52 4 ' SINGLE SERVICE 2.25 NOTE iN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 0.15 TYPICAL GATE VALVE 11 1/4 NTS CAST IRON uD FIG, W-5 TD -9 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8A" 7N 8" INITIAL BACKFILL 8:4 IN 6" MIN MIN. MIN. MIN. 6" BEDDING i� #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 4 MI INITIAL BACKFILL 4 MI UNSTABLE 3" B" a" B" SOIL MIN. MIN. ;MIN MIN. #fib STONE RANULAR FILL AS =L AP�PROVED BY ACSA f ?: = :•_• S STABLE SOiL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED iN 6" LiFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 I" COMPRESSION x 3/4' MALE PIPE COUPLING DEGREE OR APPRt1YED EW AL VOL. O .. 'K" -..-- SIZE son COPPER (FEET) CU -YO. FOR USE ON. ATTACHED SINGLE FAMILY Z," AL SN OR QUAL RESIDENTIAL RND BEND IRREI SMI5 AND I apc 1noN sERncEs. 1"xt"xt" TEE NOTE No SWEATED nrnNGs Q) � T x R DUAL SERVICE T 21/2' I' COMPRESSION x 3/4" MALE PIPE COUPUNC 2,50 OR APPROVED EQUAL I" TYPE 'I, - 0,24 SOFT COPPER 18" 5'-O' Y-6' V-3' 4`-0' SS' -3'�2 1/2'1/2' 4^ & 6" FOR USE ON OETACHED SINGLE FAMILY 2.00 1.50 RESIOENTIAL SERVICE WHERE AN IRRIGATION 2.60 2.52 DETER IS NOT PROVIDED, SINGLE SERVICE 2.25 NOTE 0.15 1) $Al10LE5 SHALL 9E USED ON PVC PIPE. 11 1/4 1.50 CAST IRON uD 2.50 HNISHE0 CRAVE ARE SAME SIZE PLUG 70°-18" LOCKVANGHALL . MEtFR Y TE, Box 38" MIN. -COPPERSE.TTER 1%6 BENT? tXN1PLWG ys 0.48 ASSEMBLY METER C4R7'QRAi[ON 5TOP - BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8„ & 1"' METERS) 2.77 NTS 0 FIG. W-6iA • q -' b' n x d r. O.,,. 44" MIN. 6' MIN. (225' FOR COMPOUND METER) a: m: ..Q a .: .. q (2Z.5- FOR COMPOUND METER) 18 MIN. 37° MIN. 12° MIN. `MNGNUT LOCKING ASSEMBLY QD BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4'. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL. BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2" METER) NTS FIG. W -7C TD -16 FD -10 VARIES 4" DIAMETER BRANCH AND VALVE - e WATER VE BOX `-IRESTRAiNED JOINT FITTINGS OIN-LINE (TYPE "B") PLUG 45• 2 ax PLUG C 2 ,illi r 1 FOR ALL BENDS FOR TEE - WIDEN TRENCH TO V,,4 ACCOMMODATE ANCHOR IF REQUIRED. ITtNG AS UIRED T SECTION 1-1 SECTION 2-2 1 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU -YO. (FEET) CU.YD. 12" BEND LUBRICATE ALL THREADS 18" L H T L H T 21/2' 90 2,50 2,50 3.01 0,24 I I 18" 5'-O' Y-6' V-3' 4`-0' SS' -3'�2 1/2'1/2' 4^ & 6" 45 221/2 2.00 1.50 2.25 2.00 2.60 2.52 0:15 0.10 2.00 2.25 2.50 0.15 IS' OR 20' JOINT OF D,I 11 1/4 1.50 2.00 2.50 0.10 ARE SAME SIZE PLUG NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC, OR A MINIMUM OF 5 BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. DEAD END 2, ENDS OF CASING CAN BE .SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 90 3:66 3.16 3.21 0.48 ASSEMBLY UNDER ROADWAYS NTS N.T.S 8" 45 2.66 2.66 2.77 0.26 0 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 1.1 1/4 1.66 716 2.67 0.13 90 4.83 3.833.42 0.83 10" & 12" 45 221/2 3.33 2.33 3.582.95 2.582.86 0.43 0,24 3.83 4.00 2.83 4.52 LL 11 1/4 1,83 2.3312.84 � 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FiG. W-3 TD -3 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER UNE OF BEND, - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND .USE 3 STRAPS AS SHOWN. USE BRACING STRAPS ON ALL PIPE SIZES K.6.< i \� �ZI B v CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND PIPE SIZE A B C D E F 1 NOMINAL INSIDE 4° - 6' V-9 2'-3 2'-8' l - :e 2'-0" PVC NIPPLE AND CAP PVC SLEEVE 1/4' 77 1/4' 10" 2`-B X-9 X-8' 2'-0 3'-0' V BRASS NIPPLE AND CAP 12" 3'-. 4'-3 S -O" 2'-3" 3'-B" 2` LUBRICATE ALL THREADS 18" 3'-6'V-8* 1 CENTER FQ_ 12" BENDS 4° - W 2'-8" 3'-0 2'-6° 1'-8 2'-8" 1 1/4* $° 3'-0 4'-3" 2'-6 2'-6" X-3" 2' 21/2' 10' T-3" W-0' 3'-O 2'-9` 3'-9` 2' 12" 3'-81 6-3 3'-0 3`-8" 4'-3' 2" I I 18" 5'-O' Y-6' V-3' 4`-0' SS' -3'�2 1/2'1/2' e -6 3-0" 6'-O X -O3 6' 3�3' T-3` 2 1 43,-3„ 2 1 4" 1 7' OR B' 8 3-8"-6'-6 3'-0` N-8" S-9" 2 1/4" 46` 10 4 -G' Y-8 3'-O. 4'-3" 5'-0 2 1 4" 12' _ V-9" 1 ` 'S'-3 9'-0 3'-3' 5' 0 2 /2 IS' OR 20' JOINT OF D,I _ 1B' 8'-S 1Y-0 3'-9" 6'-0 T1 T11 I - CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT AIR RELEASE VALVE BRASS OR BRONZE PIPE - BRICK SUPPORTS OR SOLID CEMENT BLOCKS NTS FIG. W -6B TTl-1T COPPER SOFT TiON STOP 3" THREAD VARIES THREADED COUPLING 1 NOMINAL INSIDE j. I C PVC NIPPLE AND CAP PVC SLEEVE DIAMETER EXTRA or BOLTS 0 BRASS NIPPLE AND CAP STEEL CASING i LUBRICATE ALL THREADS THRUST BLOCK ¢ 1 CENTER FQ_ 12" BENDS CONCRETE CLASS "B" METER BOX (SEE FIG. W-7) VALVE BOTH ENDS NO, 57 STONE M.J. FITTING I I •Ti% --2" PIPE SLOPED 1 7' OR B' TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS IS' OR 20' JOINT OF D,I PIPE ESTRAINED JOINTS) WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC, OR A MINIMUM OF 5 BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. DEAD END 2, ENDS OF CASING CAN BE .SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT (TYPE "A'$) WATER TYPICAL BLOW -OFF ASSEMBLY UNDER ROADWAYS NTS N.T.S FIG. M-8 TYPICAL SERVICE TAP ABANDONMENT AIR RELEASE VALVE BRASS OR BRONZE PIPE - BRICK SUPPORTS OR SOLID CEMENT BLOCKS NTS FIG. W -6B TTl-1T COPPER SOFT TiON STOP 3" THREAD i � 1 NOMINAL INSIDE j. I C _ 31e AANCHOR DIAMETER EXTRA 510°- 3.81 BOLTS STRONG STEEL PIPE 42` MIN. STEEL CASING GREATER THAN 41 PROPOSALS WILL BE SUBMITTED, 4 BARS 2 12" 12 CONCRETE FILL 1 CENTER FQ_ 12" BENDS CONCRETE CLASS "B" LARGER C CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR. UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -4 6 - NOTE: RESTRAINED JOINT FITTINGS. - - - - 42" Minimi Certification of 95% compaction required 4 Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. VARIES VALVE BOX TO METER BOX (SEE FIG. W -6A THRU W -7E). ' a\---2" COPPER VARIES WATER MAIN M.J. FITTING 2" CORP. STOP 1 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: ® GATE VALVE WiLL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. " SERVICE LINE TO CONNECT AT MAIN WITH .X"x4"TEE. o REFER TO FIG. W-3 F+OR THRUST BLOCK DETAILS ON TEE. REFER70 FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. " NO CONCRETE SHOUILD BE POURED ON ANY PARTOF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOILTS. o USE 2500 P.S.I. CONCRETE. (SHED GRADE I GATE 1 USHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER NTH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS, 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FiG. W-9 TD -20 tzj I N M LARGE METER SERVICE LINE NTS FIG. W -6C Side View 1 1� TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" OiA SOIL (TXP) ALL -THREAD ROD WATER MAIN @ } .a 3 VALVE ~ 24" MIN UNDISTURBED EARTH- PIAN .i -CLASS A-3 CONCRETE D�MNNNEEEFAWW UNDISTURBED SECTION NOTE: i. 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 VALVES NTS Fig. W -3C I COVER LiFT NOTCH 14 1/2" 12 1 /2'" 12 3/13'° ....:. . WATER CAST IRON LID 18" METER BOX rL 1 2 18" 6" EXTENSION 6" 1-1 PIPE SLOT (2: PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 IU -12 TD -13 t ` ROADWAY I IIIiI i � A j. I C _ PAVEMENT m 510°- 3.81 COATED STEEL BAND OR STAINLESS 42` MIN, 0,25' MIN, THICKNESS STEEL CASING INSULATORS N 42` MIN. STEEL CASING GREATER THAN 41 PROPOSALS WILL BE SUBMITTED, 12 CONCRETE FILL III II BOTH ENDS I I •Ti% OR s• 1 7' OR B' CL UCTILE IRON PIPE IS' OR 20' JOINT OF D,I ESTRAINED JOINTS) --`� w NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC, OR A MINIMUM OF 5 BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2, ENDS OF CASING CAN BE .SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. W-10 TD -6 B DOOR HINGES I I I I I i I I I I ! LIFT HANDLE I--------------.___ TYPICAL METER VAULT N,T S. FIG, W -7A TD -14 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS A THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10 - (270') 18°-22" 7 CU. FT. ALVE BO #68 STONE 6" GATE 42'MIN VALVE TEE 2500 P.S.I. CONCRETE. r i"„ ^ •`'', BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS 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 RRE 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 SIDE VIEW 75' DIAMETER DRILLED OLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT UNDERNEATH FACE 4LUMINUM ACCESS 1ATCH TD -8 METER SIZE DIMENSION DIMENSION DIMENSION A D C 11/2° 311' 510' 318' 2° 31I' 510°- 3.81 3. 5' MIN. N 4° 5' MIN. IE' MIN. GREATER THAN 41 PROPOSALS WILL BE SUBMITTED, B DOOR HINGES I I I I I i I I I I ! LIFT HANDLE I--------------.___ TYPICAL METER VAULT N,T S. FIG, W -7A TD -14 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS A THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10 - (270') 18°-22" 7 CU. FT. ALVE BO #68 STONE 6" GATE 42'MIN VALVE TEE 2500 P.S.I. CONCRETE. r i"„ ^ •`'', BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS 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 RRE 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 SIDE VIEW 75' DIAMETER DRILLED OLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT UNDERNEATH FACE 4LUMINUM ACCESS 1ATCH TD -8 Z C� 0 0 CL w Q 0 0- C Lij LL � fl Z 4.! FRAME COVER (SEE FIG. D RUBBER COATED STEEL WITH PART V, SECTION G OF THESE SPECIFICATIONS. 3° �Oi' MIN STEPS CAST IN PLACE +;a�4. z a• ` PRECAST REINFORCED EXISTING SANITARY ON CONCRETE BLOCKS r,'. SEWER PIPE DOGHOUSE OPENING SHALL . e ' ''•4 ' MIN. 12" CLEARANCE CONCRETE SECTIONS BETWEEN EXISTING PIPE 12 MIN SAW CUT TO FIT PIPE 3 "0" RING SEALS d 16" MAX Ljj LO MINIMUM ELEVATION ° No. 68 STONE BEDDING 8%8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS DIFFERENCE ACROSS M.N." CENTER W//RISER 4 (Y' WAL{4 EACH) L 5' MANHOLE ABOVE BASE SHALL FROM INLET TO OUTLET BE CONSTRUCTED AS 5H014N AROUND EXISTING PIPE WITH 3,Q00 PSI CONCRETE ON FIGURE S -1–A OR NON–SHRINKING GROUT SHALL BE 0.20 FEET. CONCRETE + VARIES DEPTH OF FLOW FILLETS L CHANNEL TO BE C 3/4 DIAMETER, OF CONTRIBUTING -- =--�- — SEWER. °' 12" A FILLETED INVERT OR A SMOOTH Z> TRANS111ON OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 66 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 BECTON SHOWING BRANCH TIE-IN N.T.S N TD -25 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. +;a�4. z a• ` n SET DOGHOUSE BASE r EXISTING SANITARY ON CONCRETE BLOCKS r,'. SEWER PIPE DOGHOUSE OPENING SHALL . e ' ''•4 ' MIN. 12" CLEARANCE BE PREFORMED BY '' BETWEEN EXISTING PIPE MANUFACTURER OR " ` ° °:. ' '� • AND STONE BEDDING SAW CUT TO FIT PIPE 3 OUTSIDE DIAMATER `� a •+'•b . PLUS 6". <: Ljj LO 12" THICK VDOT ° No. 68 STONE BEDDING 8%8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W//RISER DOGHOUSE MANHOLE BASE WAL{4 EACH) L MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS 5H014N AROUND EXISTING PIPE WITH 3,Q00 PSI CONCRETE ON FIGURE S -1–A OR NON–SHRINKING GROUT ALLOW CONCRETE T4 FLOW A MIN. WRAP EXISTING PIPE WITH 1'-0" BEYOND BASE , NEOPRENE CASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING ` NEOPRENE SECURED BY 2 NON -1 CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12° MIN. CAST–IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES; 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE: EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORDED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS.. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1—A1 (4) 1' (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS (RECESSED FLUSH) 1 [25mml PICKHOLES1 1/27 [38.>rsm] z11 fit W (2) CORED PICKSARS 1 1/8" (29MM) DIA BOSS " 27 1/2' DPA [38mm] (699mm) 26 1/4' DIA7" [667mm] __� �..) [178mm] 1 1/2- 26" DIA [38mm] [86Qmm] —1/4' (6mm) DIA 3 1/6° � 24" DIA NEOPRENE GASKET [79himl [606mml 20 7/16" DIA � 5/8" [722mm] [16mm] 5 DIA [;�s4mrn] 36" DIA 25" DIA [914mm] [635MMI Q.D. OF GASKET GROOVE FRAME SECTION SECTION . �r�/friri-riffsrrrrirwiriirrirrrtirif/f II ` x + : 1 s ► / •`�xsi /l�jf I y r w i 0 TD -26 a 114 12' t t 12' FLEXIBLE CONNECTION —f WITH STAINLESS STEEL BAND t— LsJ 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' RAIN 0 ALL CONNECTIONS EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLA CONNECTION " 11• INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S—I—B 1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOI F 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 CONNEC11ON SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. J SALT —> TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 N TD -27 MM N FRAME & COVER SEE FIG. S–i–D, E STREET SURFACE OR NON–PAVED AREA SLOPED AREA 2'-0" -.'.,//—RUBBER COATED STEEL STEPS I'- 0" MAX; CAST IN PLACE Ali fir-- PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL S-0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) a 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF–COMPACTING 16" MAX STONE. 5" & MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN . ACROSS M.H. FROM INLET TO VARIEE OUTLET SHALL BE 0.20 FEET sp. A FILLETED INVERT FOR A SMOOTH a TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE « PROVIDED. 4. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. a BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED do GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S–I–C TD -28 REMAINING BACKFILL NOT * ROCK MATERIAL LARGER DIMENSION BACKFILL* THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" Ix 4" min —FOUNDATION (SHALL BE .REQUIRED F CONDITIONS ARE UNSTABLE \r ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED, Y yS WITHIN EXISTING VDOT RIGHT—OF—WAY BACKFILLED y STONE. STONE2.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 SHALL A PROVIDED 7 i.. 3.. r - 1 ENCOUNTERED .O! r1 y.LL )! INSTALLED ..y O i MINIMUM ... BEDDING :. • 4 TYPICAL j SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 NIT C CLEAN OUT 24" 12" CONCRETE COLLAR PLASTIC CLEANOUT W/ RECESSED SCREW CAF' 3--3/ " ANCHOR BOLTS --1j 24"x24"x6" i CONCRETE COL LAR—\ NEENAH R---7514 VALVE HANDHOLE FRAME & LID OR U.S. FOUNDRY 7621 (FLANGE ISP) /—PAVEMENT (FINISHED GRADE) E\J LJVtLS.liiY4` GRAVEL FIRM EARTH BEDDING ELEVATION NOTE: 45° BEND AND WYE MAY BE ALLOWED FOR CLEANOUTS NOT LOCATED AT PROPERTY LINE OR EDGE OF EASEMENT, AS APPROVED BY BUILDING OFFICIAL, GATE JAN 2011 SANITARY (TRAFFICRATED) DETAIL °;9` � z exp ci� uj 17 3 z Ljj LO c/) C> A 01 z ci� Ljj L z C LLI Z> " 1 , , I I �� . , :, \ O�A® a� I : i I I I R..."', , \V \ .1-1 � I . / . I .., �, N� u?, � C4 N � M A T C H LINE,--'SEE.,,.._.SHEET C—�7D ... _5� � G? \� _ __ _ n a r. m _ i� - .s :. ,. .. Kz ,.-. , .N n. ,if '"W l -v.'-.: ': ... ..-..-.' .. ... 'S 'r' ... , c' '. rm :',' o :. ,,: -. is % .3-a..vd L<..e r,..ID%,Yr> .. a a Gl i"" ro.-G ^.'a: :F •S. {'. '. ."V.. f' < .S r °3 a :aaN7w`u':�= «..z,s....„,•i. 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S�:su. �,.". � u.�..s"s�m�'s<tC^.a�'<;u., x"::.s".� e� o - 1 i'. 5i z ,. a \ .1 . „" _� ,. 11 ., , • �• • . '. 11 j 11 I �a $ QQ'�� S / P®�® SU RFA4dE • M1,� w :...'. ((�� NRO , 2 TALL BU K ORNAMENTAL FENCE :, IDE K 1 ° ALONG LENGTH OF RETAINING WALL � ® S L r :...::'._ :; .: w 11 I I'll, . �_:�' * ---...AS SHOWN. FENCE SHALL RE ®� ? I -, , , I ___� / X*"ALL { EE INSTALLED 19 BEHIND W 5 �°' ° 1 "� SHEET 2A FCR DETAIL] '� ° �� 11, I 1 ,, , TDa V TCG -6q ..::,,.Y,,:, .' 51D LF OF GUARDRAIL SHALL BE STD® VDCfi I / C B/GUTTER DRS I ,' / INSTALLED BEHIND SIDEWALK, AS SHOWN ,g�A CG -2, � ,3 - 386 LF OF 6° TALL BLACK 6g ®NCa 0 � °`� MAIL �`` ORNAMENTAL FENCE AROUND SIDE ALK �`� �� Q i PERIMETER OF CLUBHOUSE AND Q ' : KIOSK POOL FACILITY (SEE DETAILS ON , z N " 8 11 11SHEET 2A%�® p� ::t.:,., I I a �a I. II �p SPol 1 / ,,f �. 2 ✓ _.._ meq® ::; K �- j f_ m _ - _,. _ :, " / _6 � ,: `` • �"` ` �: )? a' , �y i ;�' ,. d 1 '` E'. D 0.J ti f '': i', . _ ` `, l ti �� `� POOL DEC ARE %'y+•l ."' �� CURS GIiTTER .,CA / r ON, Z 2: 1 11 ''I I I I I : I : / 42 ,gv I .. �. I I. :, ;�x D. VDO G .. ® t :f;. - POOL SUN SHELF ST T C 2 /"/L' IL, 1/1111. "`'LL[)II111110 I ), .1 .� ti ::> , r 11 / , DA POOL LIFT *.r�, •� `� � ::�,; �. � � ®c."E. � ,� ' STD. YDCT z �z.. :..,.,, ,• I® ®a�� 9 CG 2 CUR f ,,, I :"L .: / / ,♦ d `:: ' 1. _ /, �� ____ 11 "LL ' / I ', _ *� fF .'*' POOL �:..11; . _ , :^� _� �I 221. 5 �2S—�� C� i 9 _ _ /j % ::�. g-. /I / -11 I , ,r.» STD. YDCT CG 12 \., , r %,: .:: ° h :.:' �'• HOWER RINSE: :' 7 O I % 3 ",/l/ /'! g r O �, �i ..,.", app .. I " fi`oS• , i,;,!' •it "% ..\ '.,r � •..,� tea. � - ff '_�": .. . ... _ I .., _ :. , _ I � .iy�, {. :fit✓, .. :\. f: nq .t 7) E„ . • .. ., . �a . , " y..r. ,•.. /T . ...., , , , � 1 ------ - 1 i , N �t � I L.,F STD® QT CG 6 r .: , -, VD Is� F.. _ ,� FIRE PIT 1 P r,_ n,. ,. ..3r CUR GUTTER ..... _ :._ _� , w 11.11" _ �. 4.. T D S D SD<VOT « . 1. - i.... _, �....,., Y ......„ .:..,....,,. STD DOT :.9. 6 I—— • r Ca .. CCN:L %G � _� C —12 jj(' CCNC r= ,' :• ' CG 2 CURB , , _ SID ALK .LEW µ ; ;:. ,- :. .,;,.: :R,µ.,., W y-< SIDEWALK / __I �. ` '. [ P•r I LL IL if ,-r�,._ r,. p,.;,.,, ...-. iE ,pr. 5... _. •.M��.. .• „C--' ..,;.,.t:•< E..,. ,.:t , ��(a l vg .. : , J.,-:1 r'. :. TD 7 I, CURB/GUTTER s} ❑ ❑t ., ; I r ” i f A 3 d. i R4 4 --�- ° 'lil. fl° � STD YDCT CG 7, 3 a CURB GUTTER O, "/ "I _'f' I I, � RILL AREA—,1,�9',,:�P� .1; �` / _1 I„ , I � STDaI YD®T ,`:. I - a r 11.1 CG 2 .:: � STD YDCT � � r CG— , C f � UR j \ � 11 I LIJ I -- f f k vy , � 1 B5 LF GF ' 1 211 STD. VDOT CG -12 RAMP GUARDRAIL I -,, ; J, \ ` M W/ STD. DESIGNATED VAN110 mi I } ': _� ACCESSIBLE PARKING SIGNS1. I � � �F� ' E> I.;. .. � f _, -(-; j ( y POSTED CN FENCE ,� i ✓ . ”"' I 11 3 _ ` l I t p , 7' Cc ,. I'll I r, i `t,,,,,,-1 , 3 5 > u r-: k,. CL FID : 1;1I �M"».,1 , } _. , _ � 5 X 65 Y f 07 � , rl _,_r z FFE 1lrl 1 �C �_,..x r T 43 1 �.D® # :. } r ., g 6)i < z 11, i 2 1 24 . ®' _, _ - I# , p, -- "I II—, 1. L lll� �]I, 116>Q w f.., , l•• � C `aIA II i O o , I 1. �-- !- r Gy u.. ..+ .. ! ' �.., ' a ?� ate—. e--. g _, ti. a ' .-r.�:.t:� S�Da DOT pr f C 2, URB It t d C D ;.., R-1 0 ui I� --9 STD® YQT G-6 I-- D co r '.. . I IL f CURB/GUTTE I Ltj CJ s I' GUAR AI ,• _. 9 56 LF F DR L f r I _ `� L�! C -� ) �.,.® _., 1, GUARDRAIL FACE OF i�AIL : ' .:.. ..:. �1 I I 1.REFER TO DETAIL SH. C-4 TO BE , FLUSH �� ®p' AC �' '5 1 FOR SIDEWALK AIN DETAIL WITH EDGE OF Zt?aDp' F E OF 1 0� S L ____ ' ` ": RAIL FLUSH CA �� M w `��p. r'« _ w. i SIDEWALK. � . I I � I I rl i FRO --- __ \ LONG POST r...:: + WITH FC® �° �& tis — = C3, " � est NT YARD SETBACK REQUII�EDa L®NG POSTzz, , --_ REQ IRE . , 11 I I -- _ CG—, : ". ,� STD. , . • •, r: a _,� ,:LL l CUR �VDOT GUTTER .. ✓, (6 ,:xstAE :i ,. ; , _�"___w__.._...... ___.«.. __..,_.«..__ ,,.__..._ .____ .. _._.._.,_._, __...... _._____,,.,.,_...___._, __,,._ .. ____..___._r_«,...._ __., ._ _ „_ CE 47 ,tV m __ __.^..__ _.. $ 1J _,__r r,.: ;�; RE LF ,A „r, ",._. _.,_ �_ ..__ _ _. K- __ FAC EXa ii® DOUBLE .n., .,, ..,« w µ, m . CT CG 2 ...... __ _., ___«....__._ ._ __.. __u_ j 1 _ /.,, -, E 5 _Cz. Ln' L STD YD� . ` ; _. ®7E B CAT 350 m�� 11 r -N °..____µ,_.__«_...____..___,_____._.._____._ �,_:_.� w__ .• > >_,.� �., , ,. DOT CG -12 �"— ---- _ _,_ _ _ _ R.i _.___ C., fi„ 4 _' GR 91 _ _ k 1. ", Al _ ._._.. <., ; _ .. _" .r,...._....., S EWALK r i, r .. , 1. __-_._ r,_ . :. ,. -� _ _, .. 5 CONCa i-- € ; RE" -__ _.._._._ TIE TC _EXISTING ,, £ ,_ m«,_ _ _. „ GUARD RAIL G®� .P.® tt5:, j,:(-ry _. _„__ _-__, STD YDCT C 7' 0' SIDEWALK ggww „, ;.�e f ° £�3 £„,# tri w �. J. .._.., IS t=om �, «« MATCH EXIST. _ ._. .. _,.-..._.,,_ ,_- ..,,, _.,...... __. ._._. _ s r _. 111111 :11, _ _-_...__�.,.,.«.. ____-___«._.«_ __. ASPHALT CURB/GUTTER1. ,: T __ _ _._ STD. VDOT ___,..................................................._...._„..,..,,.,.,...,_.,..,.,,,........_...,.«._.-...__-„,,,. �ypy ,j.�{qy 7 ....... .. .... �,.,tl.0 IBJ........,......,,,..-«...,..,,,.,....,....„ .,....., ,- ,,,NN F i ...,.,_,..,_, .-.. .. y,._..,_',. MATCH EXIST :.. , , m .,, _ - ,,.. EDGE ^-�-- :_ A� _. \v` i D .. EXIST. WRC . CURB/GUTTER .. E r , f; ” x,s _ _ Z Y LINE __ .___ �__._,«•«^..._«____..__,.,,__.�.,._.....__.___ WAY SIGN -.- - \ Se.'..,.} w.w. .e ,. _,..,. ,,,..„.._.,,.w,..,,,,,,,,,,,,,,«,«. _.,. ._ _ OF SA CU «_,�_m-_,�.. ,-._.«_, ._.� _ � _ LI �,_.,��__� ., _..,. +{iii'°` - MITS _�� µ LJ ca 01 A 2.:fiz eeC �� # �.; y✓'€ i � ,,, � ,,t `` � i�., ` a J�_' f- _,-�:�- : �...�_. �� EXT. KEEP RIGHT OF «..._` `� ; f '�� M .,� u _ _,.,.,. _,.._ LEGEND ct __..______ G ,.�i L? -, MEDIAN SIGN TRAFFIC SIGN __.__.««, __,____,__,-_.,.,, w : _:tea e n:w v`mmM i+p0 5th STREET BASELINE __ _. r, ;; EXIST. SPEED r ,t }f,, 5th STREEI `' `;-r f = LIMIT 4�5 SIGN RE��R � MILL AND V RL��____._ EXTENDED_.. _,.._.___,_ _..., , _ . __,.. _..___ . k A STOP, � � 1, 3G99D9�, ALL PAYE T A KINGS E YCT TYPE S I(VAR.gpy� g-� _.« _ _,�-___.___,_.____,_ ..,._� ,._,__«_ CRSS EET _ � � q/ �q v`() m_m.- res D rc-119 _. FACING SOUTHBOUND THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED. oo ,� -� uj [M DO NOT ENTER, R5-1': l £ , _Y. _ EXIST. ONE ALIVG, IE WAY{RIGHT) SIGN 5th TREE] �gSEL��E „; 3699X36”, FACING EASTBOUND 247 S LID HITS STGP fAR GUARDRAIL INSTALLATION NOTE< r`y _,, WRONG AY, R5 -1a,42 X30 , 24"' WHITE CROSSWALK A THE 4itLF OF GUARDRAIL REPLACEMENT SHALL S DOUBLE SIDED AND CONSTRUCTED SO THAT __._,«__,_,_, EXIST. KEEP RIGHT ,`;.» M _.,,., OF MEDIAN SIGN _.__ _ _ w D7 THE FACE OF THE RAIL IS FLUSH Wli'FI THE FACE OF THE PROPOSED CURB. AT THE TEpNAL,._.."."_,,,"..__..,_._.._._-,__-.._M_.__._ -.W. ..,.==-._._-- FACING EASTBOUND SOLID HITE LI -,_. Lu - 77 97 ,,".EI+&D9...,-:AT.;API� OX®...,.STA. 2-x-8®, A GR—B, CAT -350 SHALL BE INSTALLED. CURB HEIGHT SHALL -,__._"-" __.__ y' D AY RICHT , 5®9 5 X� - ._..,- -._ __ r ::.;, _:.. _ - -:.:. ❑ { ) X99 INI—SKIP HITE LIRE{TURN NE TAPER) ; « _, ,. 9 DROP •TO.. 2, FOR �'S0'' APPIt1ACHII`1G :AND 2 BEY®ND THE TERMINAL. _ _,__-_.,_._.._. _,-«.-, 6 FACT SOUTHBOUND - __ w _ '. 'f« F, ,., , f F - .... v+ ' �.,f I � RELOCATE EXIST. SIGN ASSEMBLY PAYE T SSAG MARKING ?_. _,____-_._--__ "_. "- EXIST. ONE....... , __,_ ___ NE Y {LEFT), ELONGATED ARROW SINGLE .' TESg ___,..r_M_,1-1 ,.. FACT NORTHBOUND ,....,, : .r - :. WAY{LEFT) SIGN EXIST. STOP SIGN "__,. -VIRGINIAROUTE 77, FACING WESTBOUND _«. �- _ . _« ' ALL DI ENSIONS ARE TO FACE OF CURB __« 1, _ 1 SCHOOL{GUIDE SIGN), FACING WESTBOUND UNLESS OTHERWISE NOTED 11 0 rf/ __ -, _ 0 t f =; — ,} b" u} —VIRGINIA CUTEDIRECTIONAL A RCS LEFT 7 FACING EST GUN 11 ;` ,. W ALL RADII ARE 5� UNLESS OTHERWISE NOTED , 'J t jj - 0 .... � J SCALE ... . ........ .. ..... ... TATE 64 INTERS ... . ... ... .... . 64 RAMP . . .. ....... All STEEP SLOPE AREA PRESERVED LL C) X X x L, AU INA I-. x x x x x X lk x U 940 LF OF 42" TALL BLACK 4. 8 uj ORNAMENTAL FENCE ALONG 7" 04 LENGTH OF RETAINING WALL AS SHOWN. RAIL SHALL BE LIJ INSTALLED Is BEHIND WALL -(-SEE--DETALL SHEET2A) LOPE AREA 16 LF OF 6' TALL BLACK CHAIN LINK FENCE w AS SHOWN. FROM THE PROPOSED TREELINE TO THE PROPERTY LINE. (SEE DETAIL ON I SHEET 2A) lj)v/r Sr4ck ki R% DR P&Ry Nt4 I z 'g I........... TZ 2 # 4 TYP 3 42" TALL BLACK ORNAMENTAL FENCE ALONG 32 NITS TORY RAIL SHALL BE INSTALLED V BEHIND WALL LENGTH OF RETAINING WALL AS SHOWN. FFE=4 (SEE DETAIL ON SHEET 2A) N 3890376.9536 STD. VDOT CG -6, GUARDRAIL SHALL BE INSTALLED 0, 2' BEHIND SIDEWALK, AS SHOWN 11478966.7177 CURB/GUTTER (TYP) ST . VDOT CG -12 ul DESIGNATED 1 113 N ACCESSIBLE PARKING SIGNS . . . . . . . . . . . . . . . . . . . . . . . . #2 14 SP= 26' TYPE 2 TD. DOT 3 STORY G-2, CUR S AFTON POND COURT• FF =438.5 -------- e- L=69.,39, 5' CONC. STD. VDOT CG -12 '41 25 .56 6' C NC R— —1?:=270 SIDEWALK W/ DESIGNATED 25 L-2,49.66' !—:7-- 04 uo STD® VDOT SID ALK (TYP) Rl /—STD. VDOT VAN ACCESSIBLE CG -12, RAMP (TYP) CG -12, RAMP PARKING SIGNS 1V 6' ICONC. .2 4*4 , - - C® 4C) SIDIEWAL 'R K {TY) STD. VDOT CG -6, 40 CURB/GUTTER (TYP) clm- 12 73 17 Srrn C4 24,M' aw 171sp 27, MATCH LINE SEE SHEET C — 0 7 B 20' 10, 0 20' 40' 60' SCALE 1= 20' CL :E z Lli > < Lli LLJ 0 uj wu- -i CD w 0 < c\j U) 0 U) wl U) < r'- z -j LL ::) 0 u- 0 LLJ CL :E z Lli > < Lli LLJ 0 F - :D U) 0 uJ < z -j LL ::) 0 u- LLJ Lli ---ATCH LINE SEE SHEET C[- 0-8—E� ................ mgry ozmm�m ww's-m-ml eme. o Y - V0* Bf-1/19 trD Saw AFTON 8COURT POND 8 "xV TEE ZER DEDICATED F.HfD 0 0 8!�-G.VALVE 6" G.VALVE 8w 24+00 ---4—�,8W 6" G.VIM Ke I -M 8" G -V 0 M -ALV-r TEE (1) 0 0 ngg 8 x 23+oo 899 6so TEE z 0 0 8" G.VALVE -mmw 5+00 6 G.VALVE 0 V G.VALVE cn E BURY----- 6"x6" TEE !FIRE HYD. 8 -22.5$ 619 G.VALVE MH D, H=5.58' SCO w 0 0 lij 20+00 BEND FIRE HYD. ly 21+00 T -4-36 -6-2- aw aw 8W INV �, B)(IN) 1-.20 Z INV. 431.05 8" WATER o 8 -22.5* ffil BEND i aw 20+oo AFTON POND COURT 22'10 w ui u - w TOP© 44, H=5.73' Ac UJ 0 TOP 434.72 21+00 "" U) INV® (F)(IN) 429.18 8-goU) co" BEND CD INV. (OUT) 428.99 I ,00 CL BA -00 co 2" WATER z ®436.95 H F, H=6 METER .63' 0 TOP 436.95 TED F.HYD 6"x4" TEE INV. (D)(IN) 430.52 TYP. WATER > -LY-E 4" G VALVE INV. (E)(IN) 430.52 CONNECTION NV.(OUT) 430.32 SEE INSET % WATER SHEET C-080 LLJ F C v Ml\ < Z 11+20 70/v PO Fl, Lij SYST M) TO IF 6" 900 HB[ #5 EMERGENC KEY OX 4 z (KNOX BO /VL) COQR-r 6" -.VAtVt sco < TYPE \BE INSTAL PE DIRECTION '41% FIRE HYO® sco w A HALL(TYP) INV. 437.00 STO OF THE FIRE # UJ > )c 6 UNIS W 0 M E=437. C ULI L N a NCN-TYP® SAN® LAT U) WATER F/L 432®1® CONNECTION LLJ z 2" WATER LL :D METER o 0 sc INV. 42 X92 w SAN. F/L 42 40 w "N, 7- < co Lo c:) 00 L cy') L0 c:)4 w w uj co z EX!STING STGICKPILE----�\ 0 - - W 0 uj 1- z m 0 M w ui ta A 'IT 0 I U) — ---------- --:7-qb ��ar 0) 7-7 ui 0 mr"pll' Lu ui U) K cmeM 3: Sugar mope 4 Nk d"wry 12' + ulip poplar pie Ld NO!. sugc'r mo z ,_,,3ugc!r uple M A L U) cv) -r sfwa Z) CL W 1 5 ul LL. �Z 5 or :> C 0ID 6 L AR R'Oi A 1 is S uj L SEE AS NIKON ENT INV� 015T= T PLM'), NOTES N SHEET C -03C , ".-I F Q) PAVIEv WIDA A i AVr- DRIVE Z:q U3 1 AP \1GE -A ZZ -3- 30 N �C I SM NO M B co/l. WAL-K j lvr Wil A Iq XTEN — - --- ------ 5tft-STREE Eera ✓ DED (VAR. WIDTH R/W)" R. &3_1 IT) P 4 6 41, 81.1 0Ao'—l-L) - -- --- Fj DA,' --')HED WH TE S "NIV 11\4=60.76 40' 60' 20' T 0 Ll 4 E, AFF P 11"E 0 15�' =C, ...... . ... . ........ .. . ... ..... ------ . ......... SCALE V= 20' On D Tl L -ANO ------- 01 E1 t 'J r.;2) ... . ... . ".tg j Lij Lij oZ u :3) z C) c) ........ . z z A ta w UJ LLJ 0 0 o H UJ LJJ .. ........ .. ... . . . s A ij r" q "'I"e z z '6 z,� 0 M ca, 0 0 M, z 0 z- Z� -z 'Rq U) Lai ta --Zz: "N' if i -Z' ... . .. ... . .... .. w z > ;0 :J _7 a Z ....... .... CL c g PIZ �j A I 7i INTERS f V, i 0 Z� . .... ..... 3"a -z .... .. . .... g ---'= ----------- -j c:) z - �1- ...... ... . .. ... . ..... k Z w < j -Z�Zz z -- w Z —7- U) f INTERSTATE 64 C) -0. F J'�/j 1 il !I f 1 i I I . ... ..... .... Z: — - ---- - - ------------------- "I'LSTEEPSLOPE f of - - ----- < V� REAPRESERVED j j it, z F z zz"', 7 A, f I N V1 "fill y L �,Z�z 7-F < jjj t f t zz iA z� �WETLAND > .... ... .. j,j) j �ILUVIL . .. . .... .. (�MERGENT) Al If TYP. �"N if z 'w Af 011� I iv LIJ g�, '7� .. .... . .... < f "A a. 0\1 —j w w �j —Z —7, f w 'N� z Z Z UJ j, i!jj!j0, a� Lr - Z k1i'lit/ i!H HIM i 10M, f z U) 0 T- Lu z G CIO - W 40111// LL > -4 W" SHEET C-0 A\c w 9D i 'a� C: A- k,� �,-v 9A < ry SHEET C-0 w co ze�" z -y I < X, Wle LO c:) 7 0 00 �v cy) y7! I Lu W w 00 N? z W LIJ if' A, C-) 0 0 w f A ��-�-777--"rnso -N" _j 0 a z q Ifoo A 7" �j g v 0) ------------ -t� U er" % ----- - - ----- _7� N, CL A v 7 1 77 7, . ............. . . 5,th STREET f=X j -z �,4 a .... .. .. .. Z" TENDED TH k (VAR. VVID" R/W) ZIf ...... Co"'gj'. ..... - ----------- CC IV- 41�1 7-77�L! 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Elm 1m 4561 1 1 :� 1 456 458 -50 0 16+50 . . ........... 1j"YA It so EM Em M sm sm 458 0 17+50 I LIJ LO T- CD < Z U) -j UJ z CL 2 0 LLJ > F- LIJ 0 z W �e UJ 00 ui U) U) z LU U) :r LLJ >: U) 0 LL Z) Of 433- 0 C) LL C) w LIJ w CL CY) C\1 K Q) C) MAIL Lu Uj K I OR K Q�- LO T- CD o 00 LO C) z W �e 00 w co0 z LU m < C) V) coin) - 433- LIJ CL CY) C\1 K Q) C) MAIL Lu Uj K I OR K Q�- TRAFFIC CONTROL PLAN MOT NOTES 1. THE TYPE OF TRAFFIC CONTROL FOR THIS PROJECT IS VDOT TYPE A. 2. IT IS NOT THE INTENT OF THIS PLAN TO ENUMERATE EVERY DETAIL WHICH MUST BE CONSIDERED DURING CONSTRUCTION, BUT ONLYTO EXPLAIN THE GENERAL FEATURES AND DESCRIPTIONS NECESSARY TO PROVIDE FORTHE PROPER HANDLING OF TRAFFIC. B. ALL MAINTENANCE OF TRAFFIC ACTIVITIES SHALL BE ERECTED AND REMOVED IN ACCORDANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM). AS OF JULY 2015, THE LATEST EDITION OF THE VWAPM IS REVISION 1 — DATED APRIL 1, 2015, 4. ACCESS TO RESIDENTIAL AND COMMERCIAL PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 5. CONSTRUCTION WORK REQUIRES A COMBINATION OF TEMPORARY TRAFFIC CONTROL MEASURES DETAILED IN THE VWAPM, INCLUDING TTC 1.1 (WORK BEYOND THE SHOULDER OPERATION) AND TTC 166 (OUTSIDE LANE CLOSURE OPERATION ON A MULTI -LANE ROADWAY). 6, PROPOSED GR -2 ADJACENT TO THE BORING PIT ALONG 9" STREET SHALL BE INSTALLED PRIOR TO INSTALLATION OF THE BORE PIT. 7, BORING PITS SHALL BE FENCED IN, IF DURATION OF WORK IS LONGER THAN ONE DAY TO ENSURE PUBLIC SAFETY. PUBLIC COMMUNICATIONS PLAN 1, A DETAILED COMMUNICATIONS PLAN IS NOT APPLICABLE FORTHIS PROJECT. TRANSPORATION OPERATIONS PLAN 1. A DETAILED TRANSPORTATION OPERATIONS PLAN IS NOT APPLICABLE FOR THIS PROJECT. IF THE EVENT OF A TRAFFIC INCIDENT, THE CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY SERVICES (AMBULANCE/FIRE/POLICE AT 911). PIPE BORE MOT NOTES: 1. TTC 16.1 (OUTSIDE LANE CLOSURE) SHALL BE UTILIZED FOR THE BORING PIT ALONG THE NORTH SIDE OF 5TH STREET. 2. TTC 1.1 (WORK BEYOND THE SHOULDER) SHALL BE UTILIZL-.-# FOR THE RECEIVING PIT ALONG THE SOUTH SIDE OF 5TH STREET. Page 61-1-9 April 2015 N,n. f i e, C 71 -- - ---------- --"I . . . .... . ..... ------- REFER TO R�, VWAPM TTC 16.1 FOR ------- .. . .............. CHANNELIZING DEVICE & SIGN LJ DETAILS V - - i T 9 C� - r. ............. Z . ... . . ..... ... . . . ....... I,- . ... ..... .... . . . ......... ...... .... i SPAUL- '7" .. .................. ------- Pige 61-1-38 April 2015 Typical Traffic Control Outsiek, Lane Closure Operation on to Four-Lane .Roadway (Figure TTC-16,I) Standard, 1. On divided highways having a median wider than 81, right and left sign assemblies shall be required. Guidance: 2. Sign slyacing should be 13004500'jbr Limited Access highways. For all other roadwa ' ils, the sign sj3ocin,q should be 50OL800'wherc thepostedspeed limit is, gyrewer than 45 nq* and 350�-500' Where the posted speed lindl is, 45nph or les& 3. Care should he avercised ager establishhig /he limits oj'the work- zone to insure maximain possible sL,aht distance in advairce of the transition, based on the posted speed limit and al least equal to or greater thail the values in Table 61`1-3, For Limited Access highwaYs a n2ininatfli, qf1000'is desired. 4. All vehicles, equipment, workers, and their activitiesshoidd be reslricicel to one side of the pavement. Standard - 5. 'raper L,ength (L) and Channelizing Device Spacing shall be. [___vTaperLength �(L) Work Beyond the Shoulder Operation Lane Width (Feet) E9 (Figure TTC-1.1) 11 M(D'T SIGN PLACEMENT 40' 95 T T EDGE OF PAVEMENT 5 1215] 30 SEE NOTE 3 7 �CSg 80' - 120' 150 _- 165 IX INORK VEHICLE 35 40-- 185 240 1 205 270 SEE NOTE I 245 1 320 45 1 405 450 495 540 1 50 55 SEE NOTES 500 560 550 605 2AMD 3 60 540 600 N,n. f i e, C 71 -- - ---------- --"I . . . .... . ..... ------- REFER TO R�, VWAPM TTC 16.1 FOR ------- .. . .............. CHANNELIZING DEVICE & SIGN LJ DETAILS V - - i T 9 C� - r. ............. Z . ... . . ..... ... . . . ....... I,- . ... ..... .... . . . ......... ...... .... i SPAUL- '7" .. .................. ------- Pige 61-1-38 April 2015 Typical Traffic Control Outsiek, Lane Closure Operation on to Four-Lane .Roadway (Figure TTC-16,I) Standard, 1. On divided highways having a median wider than 81, right and left sign assemblies shall be required. Guidance: 2. Sign slyacing should be 13004500'jbr Limited Access highways. For all other roadwa ' ils, the sign sj3ocin,q should be 50OL800'wherc thepostedspeed limit is, gyrewer than 45 nq* and 350�-500' Where the posted speed lindl is, 45nph or les& 3. Care should he avercised ager establishhig /he limits oj'the work- zone to insure maximain possible sL,aht distance in advairce of the transition, based on the posted speed limit and al least equal to or greater thail the values in Table 61`1-3, For Limited Access highwaYs a n2ininatfli, qf1000'is desired. 4. All vehicles, equipment, workers, and their activitiesshoidd be reslricicel to one side of the pavement. Standard - 5. 'raper L,ength (L) and Channelizing Device Spacing shall be. [___vTaperLength �(L) Speed Limit (Mph) Lane Width (Feet) E9 1 10 11 M(D'T SIGN PLACEMENT 40' 95 T T 115 5 1215] 30 135 1 150 _- 165 Page 6H-8 April 2015 35 40-- 185 240 1 205 270 225 295---- 245 1 320 45 1 405 450 495 540 1 50 55 Typical Traffic Control 500 560 550 605 600 660 60 540 600 660 720 65 585 650 IlVork Bt yond die Sliculder Oper(ition 780 7 630 700 770 840 Minimum taper lengths for Limited Access highways shati be 1000 feet Shoulder Taper -'/ L Minimum (Figure TTC- .1) Q,RX ori 2� Aid M. Guidance; , 6_4 The nzininium chstance between the sign and ivork vehicle shouhl be 13M-1500'on Limited Access _p h 'ghways, and opt all other roaclivays 500�-800'where theposted ,.,,peecl 11mit is greater than 45 mph, and 350' -500'i-vr, hethe postedp sync limited is mph ph oi- less. Option: ol ... .. . ... x Awl sal 2. The ROAD WORK AHEAD -ILsiLni may be I�Lqgd wifli her. a )�)roxjqte �siniq such as �the jM2q_ _ 'lavall, MOULDER. WOR a Sl ed for work adj g�nt to .. ..... .. ... . -A the shoulder, 3 The, ROAD WOR1, a Scb-tier, more than 4 Z,ry a. feetbebindyerfig:alcur 'SiqndardCG-- and CG -6) On LLrbafiroadways. or outside ofthe clear zone for J�jtq _dU 2 Sall other 4. short-tenn, -ieliz Foi short duration or mobile all s4ms and chaw mQ devices inav b if i vehicfQ with activated hiuh ity amber rot, Lin, fl, �Sbilrl illatin �Ii� -intens at as _,_�Isc� -fits is tandard., C� 'q 5, Vehicle bazard warning signals shall not be used instead. of the vehicle's high -ititensit a niber �31 -otatin o.r,; oscillating lights. Vehicle hazard warnhig signals cart be used to supplement i g, flashing, INORK F oscill t! g 11 m high-intensity amber rotating, flasbing, of a R gh �ZONS 37.5',BUFFER t� 6. 11 the work space is in the ruedian of as divided high -way, ati advance warning sign shall also be placed on the left side of the direction, it roadway. c,69i nm_ N,n. f i e, C 71 -- - ---------- --"I . . . .... . ..... ------- REFER TO R�, VWAPM TTC 16.1 FOR ------- .. . .............. CHANNELIZING DEVICE & SIGN LJ DETAILS V - - i T 9 C� - r. ............. Z . ... . . ..... ... . . . ....... I,- . ... ..... .... . . . ......... ...... .... i SPAUL- '7" .. .................. ------- Pige 61-1-38 April 2015 Typical Traffic Control Outsiek, Lane Closure Operation on to Four-Lane .Roadway (Figure TTC-16,I) Standard, 1. On divided highways having a median wider than 81, right and left sign assemblies shall be required. Guidance: 2. Sign slyacing should be 13004500'jbr Limited Access highways. For all other roadwa ' ils, the sign sj3ocin,q should be 50OL800'wherc thepostedspeed limit is, gyrewer than 45 nq* and 350�-500' Where the posted speed lindl is, 45nph or les& 3. Care should he avercised ager establishhig /he limits oj'the work- zone to insure maximain possible sL,aht distance in advairce of the transition, based on the posted speed limit and al least equal to or greater thail the values in Table 61`1-3, For Limited Access highwaYs a n2ininatfli, qf1000'is desired. 4. All vehicles, equipment, workers, and their activitiesshoidd be reslricicel to one side of the pavement. Standard - 5. 'raper L,ength (L) and Channelizing Device Spacing shall be. [___vTaperLength �(L) Speed Limit (Mph) Lane Width (Feet) E9 1 10 11 12 40' 95 T 105 115 5 1215] 30 135 1 150 _- 165 180 35 40-- 185 240 1 205 270 225 295---- 245 1 320 45 1 405 450 495 540 1 50 55 450 495 500 560 550 605 600 660 60 540 600 660 720 65 585 650 715 780 7 630 700 770 840 Minimum taper lengths for Limited Access highways shati be 1000 feet Shoulder Taper -'/ L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, onstruction Access— 80, 120' Spacing maybe increased to this distance, but shall not exceed =2222s!er'/a mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 6. An arrow board shall be cased when a lane is closed. When more than one lane is closed, as separate arrow board shall be used for each closed lane (see Figure'FTC-18). 7. The buffer space length shall be shown inTable 611-3 ori Page dill -5 for the posted speed limit. 8. A shadow vehicle with either a Type 13 or C arrow board Operating ill the Caution mode, or at least one high intensity aniber rotating, flashin orl oscilPiting light shall be parked 80'-120' in advance of ale first worlt crew. When the posted speed limit is 4-5 mpb or greater, as truch- mounted attenuator shall be used. 9. Vehicle haUrd W111-11hig SigiVils shall not be used instead of the vehicle's (Sigh -intensity amber rotating, flashillgI or'. oscillating lights but cat). be used to supplement the amber rotating, flashing, I or! oscillating lights. 10. When a side road intersects tile highway within the TTC zone, additional TTC devices shall be Placed its needed, 1: Revision 1-4/1,1201 3 Apri 12 2015 Page 61(-39 Outside Lane Closure Operation oil as Four -.Lane Roadw.-ty (Figure'17C-16.1) A, BORING PIT Z REFER To VWAPM ATTC 1.1 FOR CHANNELIZING DEVICE & SIGN DETAILS RECEIVING PIT 60' 30' 0 60' 40' 60' SCALE I"= 60' SIGN: PUANTITY: DIMENSIONS: W20-1 8 4811 x 481l W9 -3R 2 4811 x 4811 R447L 1 4811 x 4811 W9 -2L 1 4811 x 4819 W4 -2R 2 4811 x 48" \1 G20 -2(V) 4811 x 249111 to C\j .r- 00 LO Uj 4 Uj co Uj 0 W 0 M Z 0 _5 A 4- _j WE Intersection Sight Distance The following table shows intersection sight distance requirements for various speeds along major roads: object Height (3.6) Line of Sight E P Height _§b sok SDR Sight Distance Right (For a vehicle making a left turn) SCOL. = Sight Distance Left (For a vehicle making a right or left turn) Height of Eye 3.5' Height of Object 3.5' Design Speed (mph) * 20 25 30 35 40 45 50 55 60 65 70 SDL =SDR: 2 Lane Major 225 280 335 390 445 500 555 610 665 720 775 Road T I SDR: 4 Lane Major Road 250 315 375 440 500 565 625 690 750 815 875 (Undivided) or 3 Lane SDL: 4 Lane Major Road 240 295 355 415 475 530 590 660 710 765 825 (Undivided) or 3 Lane /_ V`\ _T SDR: 4 Lane Major Road 275 340 410 480 54 61580 750 820 815 955 (Divided - 18' Median) SDL.: 4 Lane Major Road 240 295 355 415 475 53090 650 710 765 825 (Divided --18' Median) LL SDR: 5 Lane Major Road (continuous two-way turn- r- 265 335 400 465 530 600 665 730 800 860 930 lane) SBL: 5 Lane Major Road (continuous two-way turn- 250 315 375 44.0 500 565 625 690 750 815 875 lane) SDR: 6 Lane Major Road 290 360 430 505 575 645 720 7:90 860 935 1005 (Divided - 18' Median) LCL.: 6 Lane Major Road 250 315 375 440 500 565 625 69U 750 815 875 (Divided - 18' Median) SDS,. (Where left turns 210 260 310 365 415 465 515 566 620 670 726 are physically restricted) TABLE 2-5 INTERSECTION SIGHT DISTANCE Source: AASHTO Green Book, 066pte', - - "page;, 9 / 9-52 Table 9- 5 thru 9-14 "For all tables, use design speed if available, if not use legal speed. Rev. 1/14 W11 EXIST. LEFT TURN LANE om TACK COAT THE PROPOSED CONSTRUCTION JOINT //—EDGE OF EXISINGPAVEMENT , (AS DETERMINED N FIELD) EXISTING ASPHALT LAYERSPROPOSED ASPHALT LAYERS - - - - - - - - - - - - - - - - - - EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES, L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. A. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I Y,, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) or THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(o) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF I I RE -VISION DAT 303.02 PAVEMENT WIDENING VIRGINIA DEPARTMENT or TRANSPORTATION SPECIFICATION REFERENCE 315 REFER TO VDOT ST'D. WP -2 PAVEMENT REFER TO "ENTRANCE AND TURN LANE WIDENING DETAIL, ABOVE, FOR PAVEMENT SECTION", SHEET C -07F, FOR PAVEMENT TIE-IN PAVEMENT DESIGN 25.0' EX. PAVEMENT 10.5' VARIES 7.6-11.5' PAVED WIDENING (REFER TO PAVED PEDESTRIAN EXIST. W.B, THRU LANE EXIST. W.B. THRU LANE PLAN FOR STRIPING) ACCESS CROSS SLOPE 2.08% AND VARIES NEW LOCATION OF (REFER TO CROSS SECTIONS) I 1 ---GUARDRAIL VARIES .. . ......... ............ ', TTPICAL LANE WIDENING SECTION 5th STREET. (45 MPH DESIGN SPEED) NOT TO SCALE +I- 35.0' EX. PAVEMENT I EXIST. W.B. THRU LANE REFER TO VDOT ST'D. WP -2 PAVEMENT REFER TO "ENTRANCE AND TURN LANE WIDENING DETAIL, ABOVE, FOR PAVEMENT SECTION", SHEET C -07F, FOR PAVEMENT TIE-IN PAVEMENT DESIGN 12' EXIST. W.B. THRU LANE PAVED WIDENING 2.5' CROSS SLOPE 2.08% AND VARIES (REFER TO CROSS SECTIONS) L =_77 Tx/r,% I C A T /-\L LANE WIDENING SECT10"N 5th STREET (45 MPH DESIGN SPEED) NOT TO SCALE VDOT STD CG -7 --y VDOT STD UD -4 (REFER TO DETAIL) ............ . . . . . . . . . . 4.0' - GRASS VARIES 2.0' --� -- - -------- 1/4"A' 5.0' GONG. WALK 13'-4' LLJ LU � U_ 0 z 0 U) 0 C) W (.) F- < z _J UJ LIJ W LIJ LL_ 0- U) LIJ LL C) Lli _J Z> UJ M _J M L. T I M f E € ( f f i f i £ 1 € f : s 440 440 i j � # {j � � 4 � i � ..I_,.,_....__..„�.-«.. T..... F f F .» < t" f" j } E iry : } „, ,,,.4 ^_',�,"_ T""' t { I[ S •lJ € : f E ss •'` J v..r I E [[ _t_ (i i,t.,..,..,._„...�_...,. �„ "_4_..,._,__:....» —�w --€ ._ £ r�� I € I # f I 430 E ' 11 II E` I # 4__f ( £ £ ` #�^'yy "6 ^�.� f_. „„..,......3�(. �.:... "J I _ +J ! f il' � iS 420 £ „� ` ko £� _ 420 3 £ I } i E I ; � J � i F # S f ...�_., f ,�...£ _ ..,..�,....�� y ..,f .,., iE, z� � �....�..f -..... y,_._.. ; ✓..:.... �# _ ,..,i„. 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Ei. 1 ._.. _ _ _a E X I STI INIG OFF-SITE SANITARY SEWER I& z z 41 Lij 3: LL LU 0 < = Z U) i/) �-- Q �.3 z 41 ui 0 LL C9 Lij w cn Lt - 41 0551" '7M=A'* 7 xpg� �'r 5, 3 kiw W AX, *Z_V 7, fmg-W' `4 Ai, 't Me 44RRi U0 Application for Code Modification Date: To Ailicle/Chapter- A -rf secti= —104) -1 A &r Vir, t13 Of the. Name of Applicant Address of Applica ................. Email Address & Phone ffiexj. af!',"'A' 4iijhl X. Location of Modification Request., A r no Ito VL VL�,Sd Explain Reason for Modification naquest: Y 17T IJ 1V4 f -i 0,11 This Modification Is ap ic ble to P'! p, 4, NEQUI _011 a�_r_IILO N Ly. "ate., RECEIVIER fj�-F Fear C��"ce Ilse C�TrI Niodification Granted: Yespi Noll -fqT OF THE ARMY v MAI, DEPARTME NORFOLK DISTRICT, CORPS OF ENGINFERS FORT NORFOLK, 803 FRONT STREET NORFOLKVIRGINIA 23610-1096 August 29, 2006 WesterriVirginia Rcgulatory Section 02-1-10170-75 (Trib, to MooresCreek-) Environmental Control Opportunities, LLC Mtn, 'Nl.r. David Powell 4016 Hampton Drive Waynesboro, VA 22980 RE: Jurisdictional Re -delineation. Meyer Residential Project Site Approximately 14 Acres -------- A,Fbornarle County, Virginia _EC'O Project Ia. 'ECO 80906 Dear jNh-, Powell. This letter is in reference to the rewcieljneation completed by Privironimntal Control Opport-mities, L1,C of Stag Route 631 in the sOuthwest ecrner of tile intersection with 1-64, Charlottesville, AlbemarlQ County,vi ' ' rginia, The Nvetland delineation as flagged in the field and shown on the site, plan entitled "Wetland Detineation. iMap; EC'O, LLC". dated August 28, 2006 is hereby verified as accurate, Our basis , for this includes apPlication of the Coips* 1.987 Wetlaad Delineation. Manual and the Positive indicators of wotland hydrology, by4rlo soils, and 1iydrophylic vegetation. Any mechanized land clear -Ing that disturbs the soil surf ace such as with, a bulldozer and/or root rake, an&'Or arae filling or c.,Xcavation in tbe. [wetlands and/or strean is and/or ditches and/orpondsj on this site may require a penlu ilit firothe Dopartment of the, Array and/or the Virginia Department of EnviroIunental Qualit)� prior to such activities occurring. if you have any questions, please call James Brogdon at 540-886-4221. Sincerely, ylll�i:�ilhn i IR�haef J, Schwinn cliief, Western Virginia 1(egulatory Section COUNTY OF ALBEMARLE Dept, of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296-5823 July 3, 1997 R. Stan Tatum, LPDA P 0 Box 1606 Charlottesville, VA 22906 RE: ZMA-96-24 N & S, LLC Tax Map 76, Parcels 54, 54A, 55B, 55D Dear Mr. aturn: The Albemarle County Board of Supervisors, at its meeting on June 18, 1997, approved ZMA-96-24 to rezone up to R.-10 designation in lieu of applicant's request for R-1 5 designation. Please note that a motion to approve ZMA-96-24 to rezone, up to R-6 designation in lieu of the applicant's request for R.-15 designation failed by a vale of 2 -4, The Board took no action on Mr. Fred Payne's request, on behalf of Mr. Heischman, that the Board rescind its earlier action and allow -the applicant the opportunity'to work with staff and amend the proffer in response to Board comments. If you should have any questions or comments regarding the above -noted action, please do riot hesitate to contact me. Sincerely, David B. Benish Chief of Community Development DBB/jof cc: Amelia McCulley Jack Kelsey -J_ ce) 17- U) W > W LL W 0 (.) Z (s) Lo W Z T_ 2E 0 W C) 61 0 Z U) > Z W (.) Q < _J W Z 0- 2E 0 W C) W 0 LIJ Z 40 3: W F_ Z < 0 L L C) W _J CL W <k M _J 5th SVeetApartments Albemarle County 14158.01 Date Computed by Checked by wc MMM .qh.-,Qf 1 of RummeL lUepper & Kahl LLP Consulting Engineers 2100 East Cary Street, Suite 309 Richmond, VA 23223 Project Name: Location: Proj. No: 5th Street Apartments Albemarle County 14158.01 Date 2/15/2016 Computed by wc Checked by MMM Qhn f 0 of ") INLET OUTLET WATER RUN - COEF. -7 C CA ----------------------- ---------------- INCRE- ACCUM- MENT ULATED # INV. IN=449.82, INV. OUT= 5. 8 JUNCTION LOSS Ho+Hi+ Inlet Shaping Final INVERT ELEVATIONS ---------- ----------- UPPER LOWER END END Islexcin PIPE LNGTH ----------- -------- 1---- SLOPE --- -------------- UJ BASIN SURFACE /RIM ELEV -------- Structure !I Ty pe .5 for CB 0 for DI Or Y1 S II Return Yr:e,OFF Ho Hi wi I N PIPE Q in BEND Bend Loss Ht Shaping Loss .8D SURFACE RIM RIM TO MANN. NO 44429,20 ELEVATION Pi2e Dia 18 CFS T 4.34 LENGTH 25 0.0017 PROVIDE SL -1 w VEL -IN ANGLE IN CFS LOSS Ht x 1. or 1.3 .5 or 1 SUM H Dom Inv 428,00 Dovm Pipe 429.20 ELEVATION F -LINE HGL n 0.013 LIJ PROVIDE SL -1 66.051 0.50 0.04 0.07 0.46 75 18 4.37 0.80 1.33 1.33 1.33 1.38 MMM 430.67 434.16 3.59 LJJ 466.56 431.20 0.00 4.37 93 0.0017 9.25 0 < < (-) Cr 7 431.20 463.45 ®®��............... 0.16 - 0.33 0.47 25 18 4.40 0.27 1.06 1.06 1.06 459 04 432.42 439.70 --.0.01. 7.28 42 436.08 RAW= 4.40 72 0,0018 9.26 21,00 434,88 436.08 0.013 E 0.13 0.33 0.47 10 18 4.44 0.11 0.91 0.91 0.91 1.04 > 437.12 451.58 14.46 41 446.38 18 4.44 116 0.0018 9.29 RummeL lUepper & Kahl LLP Consulting Engineers 2100 East Cary Street, Suite 309 Richmond, VA 23223 Project Name: Location: Proj. No: 5th Street Apartments Albemarle County 14158.01 Date 2/15/2016 Computed by wc Checked by MMM Qhn f 0 of ") INLET OUTLET WATER INV. IN=449.82, INV. OUT= 5. 8 JUNCTION LOSS Ho+Hi+ Inlet Shaping Final S=4.00% INLET WATER UJ BASIN SURFACE Do QO PIPE Sfo Hf VO Ho Hi BEND PIPE Q in BEND Bend Loss Ht Shaping Loss .8D SURFACE RIM RIM TO MANN. NO 44429,20 ELEVATION Pi2e Dia 18 CFS T 4.34 LENGTH 25 0.0017 PROVIDE SL -1 w VEL -IN ANGLE IN CFS LOSS Ht x 1. or 1.3 .5 or 1 SUM H Dom Inv 428,00 Dovm Pipe 429.20 ELEVATION F -LINE HGL n 0.013 LIJ PROVIDE SL -1 0 C) 35 L.F. OF 18" 0.04 0.07 0.46 75 18 4.37 0.80 1.33 1.33 1.33 1.38 MMM 430.67 434.16 3.59 LJJ 43 431.20 18 4.37 93 0.0017 9.25 0 < < (-) Cr 430,00 431.20 0.16 - 0.33 0.47 25 18 4.40 0.27 1.06 1.06 1.06 1.23 432.42 439.70 --.0.01. 7.28 42 436.08 18 4.40 72 0,0018 9.26 434,88 436.08 0.013 E 0.13 0.33 0.47 10 18 4.44 0.11 0.91 0.91 0.91 1.04 > 437.12 451.58 14.46 41 446.38 18 4.44 116 0.0018 9.29 445,18 446.38 0.013 Lg x� 0.21, 0.33 0.27 10 18, 3.22 0.06 0.67 0.87, 0.87 1.08 447-46 458.54 11.08 40 454.41 18 3.22 199 0.0009 7.07 0.191 0.19 0,09 .. . .......... 15 18 2.43 0.03 0,31 0.41 0,41 453�21 0.59 454.41 .. .......................... ...... . ....... . . 455,101 ..... . 462.95 .... . 7.94 0.013 ........ ... ... .... EX -7 (MH) 459.32 18 2.43 162 0.0005 4.03 < 458.12 459.32 0.013 0.09 0.06 0.09 70 15 1.87 0.15 0.31 0.31 0.31 0.40 --459.7i 466.56 6.84 ;f Er -X-6 463.74 15 0.69 4 0,0001 4.17 462.74 463.74 0.013 0.00. 0.07 0.07 0.07 0.07 0.07 6.000 463.81 465.55 1.74 0.144 EX -5 460.09 15 1.87 208 0.0008 3.46 0,7654 0.0833 4.5027 0,997 3.56 0.1481. 0.1662 5.109 16.000 1,174 459.09 460.09 0.000 2,135 0.013 0.17 0.05 0,07 50 15 1.31 0.08 0.19 0.25 0.25 0.43 460.51 462.53 2.02 EX -4 461.04 15 1.31 44 0.0004 3.57 1 1 460,041 461.04 0.013 0.02, 0.05 - 1 1 0.051 0.051 0.05 0.07 46Z3=1 3.20 . OF 18" 9 L.FRCP CL III 19 INV. iN=458.00, INV. OUT=453.21 S=2.40Y* ADI -313, L=6' TOP =459.1 0 /4'1 \A FORM LD 204 INV. IN=449.82, INV. OUT= 5. 8 z S=4.00% UJ STORMWATER INLET COMPUTATIONS MH -1 Q�- TOP=451.58 0 > PROVIDE SL -1 72 L.F. OF 18" RCP CL III SHEET 1 OF I ROUTE 5th Street z S=4.00% A PROJECT 5th St Apt MH -1 < TOP=439.70 CL 0 PROVIDE SL -1 w 93 L.F. OF 18" DESIGNER: WC INV. IN=433.73, INV. OUT=430.00 F- S=4.00% DATE 7/29/2015 MH -1 0 TOP=434.16 LIJ PROVIDE SL -1 0 C) 35 L.F. OF 18" Albemarle County __J INV. IN=423.00, INV. OUT=422.82 S=0.50% U) AES LAJ C) CHECKED: MMM (D INV.=422.88 LJJ UNITS ENGLISH < C) INLET 0 < < (-) Cr W -J S g Inlets Only w co pe. 04 E > Lg x� < C- U2 7- ;f 40 D1 -3B 6.000 11.18 0,144 0.144 4.0 0.58 0,580 0.0169 O 0185 2.613 2.000 0,7654 0.0833 4.5027 0,997 3.56 0.1481. 0.1662 5.109 16.000 1,174 1.000 0.580 0.000 2,135 .080 41 IDI -313 1 6.000 1 1 0.26 1 0.84 1 0.218 a 0,218 1 4.0 1 0.874 1 0 -1 0,874 10.028310.01401 3.484 1 2.000 0.5741 0.0833 5.95 0.983 166 0.1526 0.1641 7.151 6,000 0.839 0.963 0,841 0.033 2.248 . OF 18" 9 L.FRCP CL III 19 INV. iN=458.00, INV. OUT=453.21 S=2.40Y* ADI -313, L=6' TOP =459.1 0 /4'1 \A I INV. IN=449.82, INV. OUT= 5. 8 z S=4.00% UJ 42 MH -1 Q�- TOP=451.58 0 > PROVIDE SL -1 72 L.F. OF 18" RCP CL III :E INV. IN=437.77, INV. OUT=434.88 z S=4.00% A (D V) MH -1 < TOP=439.70 CL 0 PROVIDE SL -1 w 93 L.F. OF 18" RCP CL III 2 INV. IN=433.73, INV. OUT=430.00 F- S=4.00% 44 MH -1 0 TOP=434.16 LIJ PROVIDE SL -1 0 C) 35 L.F. OF 18" RCP CL III __J INV. IN=423.00, INV. OUT=422.82 S=0.50% U) AES LAJ C) -1 (18") (D INV.=422.88 LJJ K� I z UJ U - Q�- UJ 0 > V) :E z (D V) < z CL 0 -J w z (D Q�- > V) z (D V) < z CL 0 -J w CL 2 F- LU > C) U) 0 Ld LIJ 0 C) __J < U) LAJ C) (D LJJ < C) z 0 < < (-) Cr W -J w co • X w z O 0 O w N l7 Ui LU ik Q •�C w LO v w 0 RETAINING WALLS 5TH STREET SLOPED LAWN CLUBHOUSE POOL DECK STORM -WATER MANAGEMENT EXISTING SLOPE PROPERTY LINE T� q11111 1 EVERGREEN SHRUB SCREENING 86 _7 _ _ _ PROPOSED GRADE EXISTING GRADE' SITE SECTION - CLUBHOUSE WETLANDS INTZOTFUTA — PROPERTY LINE EXISTING VEGETATION. .,,_..,_-,_ �..._., Vis_ �F ..�'_� �� '• _,_„�,,.» _.._._ » x „b�� t ,3 a� .G• , „ 1 %�.i... j } Yisz. r. ,-, ,....�»».: ,.0 .. _ ..: ��^^'o� rN t'� INTERSTATE 64 ----480' --470' -'460' -----450' 440' ' fs ••sa}` ,� i,,�"� ,^d 'i,.r:e.~F. a.; �. � .+��;..K,. s� s -e; 7"� /= c :�- a »_»�.. �•�'��>� ,� �t'z �, s -,a ';-»,ae; ;r.,c„y_ ,.. _,_ ;�,""c"" Y €��`-�"`:. _.. ,_. _._,,...,.." �,,........ ,,..»...,.. �{ 1 '2v Ftt.I\b.y""' ,{ ..,r>"*."' \ „� ..>',,,,.:r �'^4.,>.•-'✓t%r `.^.""`t i a' } -,_,.390' _U.UU UA Ll: I ' = ;3U'—U"• V.D.O.T. RIGHT OF WAY GREEN SPACE 5TH STREET SLOPED LAWN OPEN SPACE BUILDING 5 (TYPE 4) PARKING LOT PARKING LOT BUILDING 1 (TYPE 1 ) RETAINING HALLS V.D.O.T. 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'. , + .__ :: , r - I - � I - . . I J I , : , - ------ _ , It � . , .." ...... I ... 1'� ,., ,., � ,., I. : __ �t : ",I., - - , , , , , 1. .. 4 't .1 I -, - I 11 - I . I ': I I I I I 1� � " 11-1 I - �. L-1 - --, � , < _ -,----- -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM 11 / t I - , � : I � 11 I �, " I\ .1 :/ , /C - .: .: - � .: 1%, . "I , �_� I /�, I , - - > I— - � , � I : �'' : _�, �. :� � � I � �:. , t I � 1. i I..'- / I - - : " �`77:� �:: � " , , , . I -11, " ... � � I : It i I i ' ' / / ,�4I �� I A I, � I .. 1, , x -. , � , UNITS G .::, - �', 11"� INFORMAL RECREATION SPACE (3,300 S.F.) -I-,,- __ , I � Ill , '' 11 i . : ; , , THE ENTRANCE CORRIDOR SHALL BE ELIMINATED // , �, I 11� �_ -,,, - .; !1. .1 � , �;: I ' ._ . \ I " J , I I . I I t"', 1. � , � �, : ': , I � P , V . . , , - : I , '_ . . I : �, t I I �: I I ' / i. � ,� � I " V.. I . �`,.'.'_ � 1. I - , ,,, '_ 1. -1 " �_, t, " -SEE FOUNDATION PLANS FOR PLANT SCREENING .... .. I 1A .... ;1 , 1, I I � / - 1- ,x/ 1:1, �:" � " I - \I, B,U :L It,. I t 11 / . I 11 V / /I ��, + / VISIBILITY OF ALL MECHANICAL EQUIPMEN I WOM 1� �� - . I -OPEN LAWN TO BE USED By RESIDENTS FOR .1, _ '1�tt�_ - �_ I .. , -, ,,�'_,, / , " :: .. / , . -�, ... ... � I , �.�.__ .�..::, , , 17.-* 1, 11 ,,, .' I D I N �G_ 4 . / , �, I , X 11, , I , , , , � , -, - 11, �, ''It, . Z:... . :i ,�,� 11. .... 11�1 I - . I , 1. I , - -HOLE, BOCCE BALL, ETC ... FOR SMALL Q , , � .1 : � i 7.��:�_ 1 � .. :: SELECTION '� .. I . \ / , THE ENTRANCE CORRIDOR SHALL BE ELIMINATED I , ,, CORN I I . �� ;/. " I / :_� I ., ,,, ___ ,: , � � :�. �/ 11 /I [` �.:-\.-. �,� - , , . .�z _ ,\ I % I I , , , - - -, � I I I I , . �;,, % " , . i,. ; '. � .� � , � _ I I � \ :\.I \. ,,, ,,,\,\"� \ + / .... �11'1,1\'.' I � 11 .... � I � i _ .1 �. �....J." 'w, \. I I ,� I I . I � th'. '�.,�"' "" I.:: � , "�",.""',��,, � : .,� 1, �'. I. ��,��,',-,'-.,::_+,, -SEE FOUNDATION PLANS FOR PLANT SCI GROUP LAWN GAMES "I I ,\ \�, - I I ,/-/ _�-:.:.`: ... .. � I � , � I . I I 11 " , 1-1: /"� / .. + - Ill+ ""� .-t , I , . I I . � I , I . - _ ._ I I I-, � �!! i, I 1� , 11�,11�� .f, � __, i p :. . -\ " " I , , I ', FOUNDATION PLANTINGS ;,"'��+� ... � 11 1� --,,, " " I I % -2-- �, ',:),�- �%,�;, - it I Ir - ,� !,�,,-;�::__� %t, + I � , - ,,,� i , , \ "/ � I I , - L I I I . . . . . I - I t 1: - � ... �...� + I r I ,. � // . � � � �... :: , -1 - � , - , ", ", \, I "'' \I , I I . , " " I - 1, , " " N", , � � 11 �� - . I I I � - � ..... � .. , :. .... �%"+ 1, , �', - - " >1 I I'' I I . I _ � v I I r � I � . . " >1 I , , � � /,' ��.") , � '. : � 1.,/ SELECTION ",," 1\ `7, s, " Ily , \ " \ \,'\. - ,\ ; ,�� ,0, I � 1. 11 � �11 - - I I I +�;. 11+ -,, 1, I" 11 . "-\ I , \ " .. ,_ �. 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CALDER project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase fl 1 IN IN INE ARB COMMENTS SITE PLAN/ARB COMM. SITE PLAN COMMENTS ARB COMMENTS BUILDING BIORETENTION PLANTING PLAIN sheet title sheet number IA IL (D Z CL Cl) CD LLJ 0 U LU CL LLJ V) V) U W 0 CZ 0 5 10 20 wate rstreet�.''.11.1.',,,.,.,,.'I la n -d sc ape. a rch eCtLl N-- 1 civil engi neeri n g zL-2P N1.,3in Street 432C)r�S177 Charloltesvlle, VA 02,4.,.( PLA 0- ,�S� V� professional seal FIENNIM project manager J. CALDER project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 4 03/03/16 3 02/11/16 2 12/14/15 1 12/7/15 revisions ARB COMMENTS SITE PLAN/ARB COMM. SITE PLAN COMMENTS BUILD"ING 3 PLAIN'TING PLAN sheet title Ll * 10 sheet number 1. N 0 5 10 20 w ate e r s t r e e t i i landscape �-irchitecuure I civil engi neen n, i z,iS, E M.,-,iri St.reeL 4'11.295-8177 CIIL�Hottesville, VA 2290-2 ON professional seal P. PRICE project manager J. CALDER project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 4 03/03/16 3 02/11/16 2 12/14/15 1 12/7/15 revisions ARB COMMENTS SITE PLAN/ARB COMM. SITE PLAN COMMENTS ARB COMMENTS BUILDING 4 PLANTING PLAN sheet title Ll 9 11 sheet number ........... . . . . . . . . . . . . . . . ............ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ....... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 1. 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CALDER project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 4 03/03/16 3 02/11/16 2 12/14/15 1 12/7/15 revisions ARB COMMENTS SITE PLAN/ARB COMM. SITE PLAN COMMENTS ARB COMMENTS BUILDING 5 PLANTING PLAN sheet title N 0 5 10 20 Ll 12 sheet number + M ate 4 t reeto- -i 1cindscaple- c,,chltectuire I dvil enuinec�rlrllj b b 1.1<> i� ls i I ' E Mai irRree. I: Chou te, v I e VA 22902 If professional seal P. PRICE project manager J. CALDER project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 4 03/03/16 3 02/11/16 2 12/14/15 1 12/7/15 revisions ARB COMMENTS SITE PLAN/ARB COMM. 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CALDER project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 4 03/03/16 3 02/11/16 2 12/14/15 1 12/7/15 revisions ARB COMMENTS SITE PLAN/ARB COMM. SITE PLAN COMMENTS ARB COMMENTS BUILDING 5 PLANTING PLAN sheet title 0 sheet number 13 NATIVE WARM SEASON GRASS SEED SCHEDULE L 20a0Sa GRASSESPERR SIrti'sfi 1 Year Canopy _ ACRESOVERALL SITE TREES ti l �� ' I _ .. A .-~Ar-r`�el�-��.hier cr�r�c�lr�sr Aft�rr�r� Brilliance' f��`v ic�.,l�r It. S SHOWN & t -I 5 BN telul r r�rtc,��` rix '/ f r r River BirchGrosses 1/2,FC o#. AS SHC � IN � �.3. _ oz Agrosrrs h emalls Winter Bent rass NC 17 CIS Corn cis Ouse Kous D 3.2 C z Ar r str l erenrr rrs Auturrin ent r rss PA 7 I N flex x Nellie Steve, ns Nellie Stevens Nally 4' Htx 15'0,C. B&B 44 4. lbs An r�€ �r on vire r lc s Broomse e M O 56 .i r rl or lr lr it it c Eastern F Regi Cedar 4' Ht, Is O.C. B&B 16 1 lb Chasr�`r�rnth urn is xurn Stender Wo doats NC 3 . Liquic�� mbar` t�r`a f f it 'Word' Sweetguni 112" Cal, AS SHOWN E� 3 Iles l mus virginic us Virginia lldrye PA 34 PA Platonus x � nail Lor��tc�r� E'lr t�otre3 3/ ' Cc�l, 3�` O.Cx X79 9x6 o ra r€ stns f rr.s sl l I toy iov r ss VA r� � � � � � r x� � �~ .. 3 QP Quercus Phelic s Willow Oak 3 1/2Cal. AS SHOWN B&B 419 2,8 lbs l -on corn ance s Beaked Panicgrass VA or iN,,A D 10 UA m American Elm 1/22ai Ctrl, AS SHOWN 535 6.71 s , chizach�r<ur scoporiurn Little lu stern l'� or any 22 P Ulmus p rvi ora ` 11e ` Allee Elm 2 1/2' CirL AS SHOWN B& 3 x4x;``,�` !f (f v .J� f / �� 4 �{ .. ... .. ........«m..........m..w.........:.mm.........nmm....., - .. ... .. .. .. _. - .. .. .. . Rotais 20E0 N' . ROOTBALL SCALE: N.T.S. WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE, SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE ROUGHEN SIDES OI - PLANTING HOLE. PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL, DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL, NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SCALE. N:T.S. 4" ORGANIC COMPOST TILLED INTO TOP 6'. OF TOPSOIL PROFILE fi0 CREATE A 10" MODIFIIED ROOT ZONE, me SCALE: 1 " = V-0" SCARIFY FACE OF SUBGRADE PRIOR TO APPLICATION OF TOPSOIL RIP WITH SINGLE -TOOTH RIPPER OR OTHER MECHANICAL. MEANS PRIOR TO APPLICATION OF SOIL, SCARIFY FACE OF SUBGRADE SUBGRADE 4 FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING MIn rR.- ► TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 169 :OVERALL SITE SHRUBS Aster divorrcatus White Wood Aster 24" O,C, } J 2 ICO flex cornute 'Needlepoint` Needlepoint Nally 1,51 -It. 5' O.C, CONT. 56 � 1 C R flex cren to ` feec s' Steeds Holly 1,5` t 1t. 5 O,C, CONT., CC 54 PI.. 'Prunus loom cer sus `Otto .uy rr` Otto l��.r�1ken Laurel 2` I'"tt, 3 �C. CONT. Eclrinacea urpurea `Magnus' £31 3 qtl Viburnum x b rr voc�c rt Burlcvvooc Viburnum I ,5 H1�. 5` Or.C. COSI, 3 82 VR Yiburnurn x r�r geese Prague Viburnum .5'Ht, lt, �' Orc, CONT. 3 qt.. 16i O,C. CONT. 51.2 -1V Heuchera villose `Auturr` n Bride BUILDING FOUNDATION TREES SHRUBS _ 3 ,4t, C'ON1 349 NF 7 AC _ Arxref rr lrrer corrode rsrs 'Autur�" n Brilliance' Serviceberry 81 Fit, As Shovvr� PA Perovskia otriplicitolf `Little Spire' 6 AA Arai` ir-i .�r autlroli Red C'hokeberry crl, 3'0,C, FONT, Heavy Metal S itch Toss 15 CC C:erc€s �:� nadensis Eastern Redbud 81-101 Ht, 'As Shown B& 3 qt. 4 CF Cornus Florida Flowering Dogwood ' Ht. As Shown 3 ultx 24" O.C. 49 CS cornus sericeor Car ural' Red Twig Dogwood 3 gal 3'0.C. :CONI .' 3 DO Deutzro gracilis'Nikko' rlwkoa, Sen I t /Deutzia 3 Jcrl 3' OrC. CONT. / 117 FG''. , 1--o r rlla rdenii Mount A€r°.`, Dwarf Fotl er�tIl�a 3 �c.rlx. 3'0 C. CONT,_, 165 IcH flax crenota `l-aelleri' l l lleri Holly 3 got- 3` O.Cx CONT, ; CONT, > 122 ICR flex c..renat 'St` eds' Steeds Holly 4` Ht. 3' O.C. CONT. 4 ;' 3 ' 81 l 5 Ilex glabra `Shur trocic. ` l nk Berry Holly 3 goal. 3O.C: CONL ...... 5r' I �` -Ilex �rertrcrlxttr ;tid Sprite' / Y4 rrf°r`kdLrA t.I. .3 1.,,,L.».. COT.ir€":{moi mi`»+ plants LJ'..i..:I'1 YYfr�I 59 ITgot. lfec vroinica 'Henry'slenry's Garnet' , Virginia Sweetapire 3 C# C. CONT. 7 l tL < rteo vir tr`tico 'little Henry` Vtr tnia Sween ire �3 sal 3'0,C. C`Ol°�l-1 2 MV M acinolra vir rntana Svveetbay Magnolia 8Ht As Shown ._ B&B 4 1 C tvlyrrcc c rrferca 'Don's Dwarf' Wax Myrtle 3 gal. 3' O C. CONTE 3 . 146 \ L P'r'u u, s, fc�urocer rsu's `S'c'hil�l o'rerrsr`s€, ., Cherry Laurel 4` Ht, 3' O'C' 'OMT. 4 1 4 RA Rhus wort-)atico `Gro -Low' Gro -Law Surnac 3 gal. 3'0,C< CONT, -._. TO Thug occidentolrs `Nigro` Arbor`vitea 3' Ht. As Shovrn B t {;j jt�trr.trrr,lerrttur�r `fu_t.trtrr,; ' 3Ir Mlrr Vrtrrrnt.rn. cl,,.' 3_.. C. O.rN%,. 3 ' 135 VbC , Viburnum x burkwoodii 'Conroy` Conoy Viburnum 3 gaL 3'0.C. CONN 4 VA tfex arms-costus Chaste Tree ' Ht. As Sl�c�wn B 169 AD Aster divorrcatus White Wood Aster 3 qt. 24" O,C, CONT. 135 AH Amsartro hubttchtrr 11-ire'a Leff Blue Star 3 clt, 24°' O.C. CONT. 56 AM Amsonia tcrbernaemontana Blue Star 3 at. 24°' O.C:, CONT. 189 CC Coryopteris x clanodensis 3luebecard 3 qt, 24" O.Cx CONT. 115 EC -M Eclrinacea urpurea `Magnus' Purple Coneflower 3 qtl 4" O.C. CONE 256 ES EraQrostrs spect bilis Purple Lovegrass 3 qt, 30" O.C. CONT. 197 GM Geranium macNulofum `Rozanne` Rozanne Geranium 3 qt.. 16i O,C. CONT. 51.2 -1V Heuchera villose `Auturr` n Bride Halry Alurn Root 3 ,4t, 19O.C. C'ON1 349 NF Ne eta x foss nii Mlolk r`s Low' C atrz n 3 qt, 24'0.C. CONT. 12 PA Perovskia otriplicitolf `Little Spire' Russian Sage 3 cel, 24'0.C, CONL 227 PvH Panic urn vrr atum 'Heavy NI e/c-if. Heavy Metal S itch Toss 3 qt .39" 0eC. COWL 196 Pv5 Panicurn virg tur 'She nandoah' Shencrr?doah Switchgrass 3 qt. Y" O<C. CONE 116 SS Sch zachynum scopariurn Little Bluestem 3 ultx 24" O.C. CONT, 330 SH Sporabolus heterolepis Prairie Dro seed 3 tx 24'0.C. :CONT. 396 TC Tiarello cordifolia Foarr`rflow r 3 qt. 12" OxCd. CONT. IORETENTION PLANTINGS 344 CP Corex pensyfvanica Pennsylvania Sedge 2" plugs I �Tl OxC CONT, 16 CL Chasrranth urn latifofrur-i River Oats 2" plugs 3W O.C. CONT, 4;c$@$ e@ �'dtl;,,t, Plan omity (i A t>£ placed. � �.;;at,<1��;�rt� ryr4,tt 34' CO Chelone c, labra T€.rr tlehe a 2" plugs 13 OrCx CONx (r'rapt{rrwok, pp1;1-x34.1rr-297Nil e�yvj)10'0 4 IV flex verficilatt `Red Sprite' Winterborry 3 gal, 3' 0eC, CONT, 7 ferns le to 1 m le'plants ('Jim Derr-idy' Wins ?, 11B£ f{ 11 C,}} @i fSgtl r2L' `+tY@b'wu 4tPF 4ld€" Sar Tft: 43 1v Iris versrcoror Blue Flag Iris 2" plugs 19` OaC. CONT. t/�c% rEa i€i€ tcou*sakithtt3.,.Es far ftirt tP,trunks tto as poajSu. Ttsec};r . a lygtwthall b.msidm,t1s n $i:3afive tn t €a W2it€U,"IfyICShlg, wiH Lssa(), 1scdaG roots, s,. 31 Jlr_ uncus effusus Soft Rush 2" plugs 39'0.c. CONT: Sii.tiF .Yffi T.:'LE?~-�."€"'i �} �j �( q �.y 'j" C ,»•i•. A r, R' r , l t Mkt l r.$tt ¢tai k'n6w 52 L Lobelrc c: rr€ rrrc lis Rei Cardinal Flower ar 2 plugs 1 O.C. CONT. C.ilawe omnigo #1,tj€€HitO € `=l, or t ,rls; 48 LS Lobelia srP^'' h lifrc Blue Cardinal Flower 2` plugs � 18" 0-C, CONT. " 97 PvSP ^pc tur`n`' henarrrdooh' rrlrz um vrrgv Shenandoah S itcI $ass 2` plugs 30" O.C. COIN. Alt ir4st* w be 4 iv"i 511x1 l by tis,l k ar wlih pdiitor ribbon at S t1l:S,yr3R c,l -'d;'lj' YisibJc to ctjvijwiY ml opvrmot!*-. f1 F,.. i € •.} Reclurernent, i,'o*.,i i IE!'E £: it (t :€-;„4it with Ill, mr tB ul"'i Ng }?.;i;, l:m; 11t.>15C, 1C:;l 3uiC`1,9r7pruyl4 .l. };a3` a cmmy E} I CISaE tSS t8a3i}k`tiilfvre8t}.4'> C.,c3l".:Txon 'ud pyow,� ,ion )tltata!'res s'4d%iii bQ r1'Ys €:'4teiS with t.>! ..Lalli€u>; tv l s€C�:`., Parking ing Spaces 4, TL" iLlnw 'k;av C; t1i%3'=.1#L,YS, ti hill k to lfaff , awl .,E.,s"eta.L,s, o.:' wlf su'%u.xioa 1Fi!$xf. la!k-i€'-hidiq Sf;ti} .rf;3rf 31t�t t'j4. .L:#':dsCYi'i� 1i' tl2itt :�");; tial irtt}�,S i.$t"Stt"d„9 too save<t` � r r ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE 5, Sohn=resit)@, ,g„t �St=n„mwattl, Dk2teativil UoV4ts til)) rpt 6 ,.,lr€l«ltt� r, rJ,;r uliu>t� ::rtr. MAINTAINED AT, MATURE HEIGHT: THE TOPPING OF TREES IS PROHIBITED, SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH 6.I ns it s ,9"f: not < r:°€€It GI r, id"hi WO I41 iia olt i€>F; haY Gia €t,��>t£ k4 b1, s(i'ral. OF THE PLANT. „ ;t., TRif' N1/YI4.iif#Ix f'+�rt3:/Jvit !i{:t: li«., .,W'0tviz c; gel?, .. f:.@a5?ttt>, v t.ieuu to _ gg LANDSCAPE - CALCULATIONS f i'o. & 47 De rc1`it a_%sis3YrtiC:i`vwl. y.. Entrance omWor Road Frontage 62 Large Shade Trees Linear Feet of Road Frontage fie't '� Requirement, 1 Large Shade Tree `3 I / ” calx) per :3 «7 Flowerin Ornamental Trees interspersed among Lame Spode Trees t' v6 ;.t€.€ E In lovwc( %, 48f hn Blit: EtTi.pli€ ;. Tri:., to bu savvd, s) :,i": -'t1 W l? "'Gull! W t:mw,!<U L wid ? 15ttl Street 1580 Linear Feet 9 14taYtttci¢s? Trees Required: 4� Large Shaderees t/�c% rEa i€i€ tcou*sakithtt3.,.Es far ftirt tP,trunks tto as poajSu. Ttsec};r . a lygtwthall b.msidm,t1s n $i:3afive tn t €a W2it€U,"IfyICShlg, wiH Lssa(), 1scdaG roots, s,. � 0.viiwi: Large Shade Trees ; t � l?iEkj,,.,tt ts. St«fr FFiy .:t.c.i€ ,t. iiiC sF<jY i?;4,E}l> <&:z'3(?t vt a;:S i .:; (z$'w k,Y;::r C iti?U 3. gc�r^yn�e*�#nt��a{l Trees 2y.6"Fl7ow rin Ornamental 7p requirement py} xis inn € € eels o Seri ai d Y o satisfy remainder o3 € equi 5.: me S 3 r:� ria„a;�§�fl rti_��• shall bi --awdnvm$� tidi>`.ly I y pram u4 Ye, lEta€iort €3£• o Ilii @' i{ t €3t1 6C; nl#33€,iided by a tk L j',:Gtx Interstate 64 1, 50.1-inear feet NOTE: €`4” €'�'i'£�f: Isr:t`L:�.t31'�.a8's 1�3��,� ()'�sdT,31t.�'t"t' "i4� f >r):tiI L �% t� i"I i£'I`€[r'. (:'oN`i'it,e€r"t`(3I3 +,�'ti "i 3?t; C t3NSi,£�',a'C'iL)N Sii.tiF .Yffi T.:'LE?~-�."€"'i �} �j �( q �.y 'j" C ,»•i•. A r, R' r �'[3>r4"CRACT' I�$1riQ'AJA i�F;�2:sIi;l+sr�, �` R (13rJE) S1liG6 Page 1 f i eurre a �a a � ae Provided: 4 Lome Shade Trees 2 Flowering Ornamental Trees Existing trees to remain to satisfy remainder of requirement Inferior Forking Lot Tree Reclurernent, i Large Shade Tree per 10 Parking Spaces 366 Parking ing Spaces Required: 37 Largo Shade Trees Provided. 33 Lenge Shale Tres Perimeter Forking Lot Trees Requirement: 1 Large Shade Tree per 40 Linear Feet of Parking Lot Perimeter ,L� _L_ U ot e�1 r'errrrrefer Levi t t ...._ Required: 62 Large Shade Trees Provided: 63 Large Shade Trees } . t e r s t ts -I. .. eta' .,.,4 l iEi1 j - rchitec t-Llr civil %°C" girieerino ;1 `> E l r.clit"1 ,t[ee t 43 4,2., 5 eSi T 01 c,dQ t. S As , VA 22 02.,, professional seal P. PRICE project manager J. CALDER project team FIFTH STREET EE P project narne DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444M project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 4 03/03/16 3 02/11/16 2 12/14/15 1 12/7/15 revisions Tree Canopy Requirement: 10°Zo of Total Area G,ross Stte Area 6731873 ARB COMMENTS SITE PLAN/ARB COMM. SITE PLAN COMMENTS ARB COMMENTS Loral.W. S,h.dai. Lobel U.Typ. Units Avg Molt Mel A,,wo M.M. 4"" ?,.P.Ay M. Ill.al ... Symbol Qty l'o01 0.0 LLF D-dpn.. Ftionam0 L... Watt. T.AM W.A.- 7 VP2. I -o toco VP4,$0NS.180-T2-6K W-L40148-18WT2jae 100 1260 i$ VP3 17126 1." VP{-DDN8490-73-61< VP-LbONB-180-T3.foo 180 2340 12 VPlQe 17,26t000 VP{.00NB-t90-T35K VP-t.SOP18-?84-IS.los 180 432D I vp32L 17126 1.00D VF -L -800104904l -6K VP-4,80148400T3,ioa ISO 360 38 W 909 1.000 -11-- 632 CalculaUOn Summary Lobel U.Typ. Units Avg Molt Mel A,,wo M.M. 4"" ?,.P.Ay M. Ill.al ... Fe 0.02 0.3 0.0 1 NA.. N.A. P;,p.,ty llina ROADWAY 111.oafno- Fe 046 U all NA, eit¢ l000llmn. F, M 12.6 a.0 N.A. pa'. -t lil.aala-. F. 3,69 124 II 1.1 126 11.27 be to be NTERSTNOTE: A T EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE be be be 'to bR to to to be to to to 64 INITIAL LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE AND SHALL BE ARRANGED 'to be be be be b. be to do be be to be to to be be be be to ba OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS be be be b. be be be ba, to be be be 60 to be to to be be to to to be be be be be be be be be AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM ba be be he4a beloo do bo b a ba be be b. be ba to be to be ba to be to b a b . ba bo be be be be to be be 60 be to % to be LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL b° b a to do U . t . be b.ob' del beo bt�6 b qy to be be be be be be to to b . to be do be be to ba be to be be be to t a to be b0 be bo be b . ba to 6 a b° bo liml4ft,�- I I 1 /"(1 ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. be b a be 60 be 'to b a be & a to b o b 6- b 0 b 0 to be b a b 0- be be b b to be be t a b a be a ao a. to be a a 0 ao to ..a 0. be 00 to to be , 0� '60 be be bd " be be 0. to -b.- to be to 6. t do be .0 be U do b4 to be 6. be be W- b a--?, a be to to be to ;01. be be be be be be b t b to be be be be bj a ba 6'° be be be be be do be do to be be be 'to do to ➢ to to be be be be ta�r..,¢,p be be be be to to be be be b a to to to to bw be to do be be be be be to U be be, to- -do ha be to to do to be be to 6o be be be be be be be be 60 be to to be to to Do to to be to a to to be $be be b be be be be be be be to , be --Fd- be be 1 be be 00 be be be be 00 a to be to be 60 be be do be be be be be be be be b°; bo 6a b° 6o bo bo b° bo 6a b° bo d° Do 60 Do bo b° bo be to he by be '00 by to by bo b° to b° a a b0 b a be h be be be 6. be do be a a be to to be be to be to be be 6. to be be to A a be b be be be be be be be b b. be I be be b,��a b,,-- all to be be be to be be 6° be be be be do be be be be be be be be be be be I. be be be be to be be by be be �ft i4 -wt be ") �n 'be be to 6 'to b0- -ft--,hQL- bo b 0 b 0 be be bo b° b.° ba b a be ba be --bD b a b 0 b a be do h to to be oft a to be 6 0 be be be be ba be be be to to to be be be be be to be bo be be to be 60 do be be 60 be be t o b e Z a ba ba to be be be be be 60 be be be be 6. be b e b a b o b a b a a "a mawd I we a �aa � ao'a be be be be to be to be be to be to be be a . 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