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HomeMy WebLinkAboutARB201500149 Plan - Approved 2016-03-07BUILDING #5 - TYPE 4 - SOUTH ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN TRIANGLE BRICK, MODULAR 3 5/8" X 2 1/4" x 7 5/8 1 BRICK VENEER COLOR -"CAMBRIDGE" IMAGES SHOWN ABOVE ARE GRAPHIC REPRESEN'GATIONS OF HOLCIM MORTAMIX - MASONRY CEMENT MORTAR MATERIALS ACTUAL COLORS MAY VARY. PLEASE REFER TO MA- .......................••••..•........••• .......•...............•..••••• TERIAL SAMPLES FOR ACTUAL COLORS. \ CULTURED STONE NATIVE STONE, NATIVE CUSTOM STONE VENEER - LANDSCAPE DEPICTED IS FOR PRESENTATION PURPOSES ONLY, BODY PAINT 1 PORTER PAINTS -"COBBLESTONE" - 419- 5 2 VENEER "STACKED GRANITE" PLEASE REFER TO LANDSCAPE PLANS FOR PLANT LOCATION O A AND SIZE. r • • • • • • • • • • • • • • • • • • • • • • • • ........................ • • • • PLANTING MATERIAL TO COVER COMPLETELY ALL MECHANI- EL . "- - -- FIBER CEMENT CAL EQUIPMENT. �Y -- FACTORY PRIMED AND FIELD PAINTED Li 3 . a ____ SIDING W/ 6" � .I q 4 - EXPOSURE 'MATERIAL TO RECEIVE PAINT COLOR BBODY PAINT 2 BENJAMIN MOORE - `BENNINGTON GRAY" - HC- . • • • • • • . • • ............ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CEMENTITIOUS HARDIE SHINGLE "STAGGERED -EDGE PANEL" W/ 6" '� ED N - 4 `SHINGLE "STYLE EXPOSURE a - SIDING "MATERIAL TO RECEIVE PAINT COLOR „ \\ . ..................... ............................... C TRIM & PANEL PAINT PORTER PAINTS - `ARCTIC WHITE" 530 -2 FIBER CEMENT FIBER CEMENT PANELS WITH 1X4 BATTEN STRIPS 5 PANELS @ 2' -0" O.0 ...........................................MATERIAL TO RECEIVE PAINT COLOR.•.•.. 6 ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES - E L - 0 5 O j ROOFING SHINGLES `DRIFTWOOD" 5TH STREET APARTMENTS RULEJOYTRAMMELL RUBIO L ON Architecture Interior Design 'ct; 2010 THIS DRAWING 15 THE PROPERTY OF RULE JOY TRAMM LL , RUBIO, LLE, CHARLOTTESVILLE, VA �1 DOMINION D ARCHITECTURE a INTERIOR DE T N AND MAY NO BE REPRODUCED WTN 5 IOUT WRITTEN CONSENT V COMMISSION NOSG14- 063.00 DECEMBER 7, 2015 L \1L4515omerby Bantly Bprigs \PRESENTATION \101 A -13 -IS [oleretl Elevatbn AL I� BUILDING #2 - TYPE 2 - NORTH ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN TRIANGLE BRICK, MODULAR 3 5/8"X 21/4"x 7 5/8 1 BRICK VENEER COLOR -"CAMBRIDGE" IMAGES SHOWN ABOVE ARE GRAPHIC REPRESENTATIONS OF =� HOLCIM MORTAMIX - MASONRY CEMENT MORTAR MATERIALS ACTUAL COLORS MAY VARY. PLEASE REFER TO MA- ........... ............................................................. TERIAL SAMPLES FOR ACTUAL COLORS. CULTURED STONE NATIVE STONE, NATIVE CUSTOM STONE VENEER - LANDSCAPE DEPICTED IS FOR PRESENTATION PURPOSES ONLY, 2 VENEER "STACKED GRANITE" PLEASE REFER TO LANDSCAPE PLANS FOR PLANT LOCATION �O A BODY PAINT 1 PORTER PAINTS - "COBBLESTONE"- 419- 5 AND SIZE. S •••••••••••••••••••••••••••••••••••••••• •• ........................••••• PLANTING MATERIAL TO COVER COMPLETELY ALL MECHANI- FIBER CEMENT CAL EQUIPMENT. L,j EL I' 1 y FACTORY PRIMED AND FIELD PAINTED (7 SIDING W/ 6" 3 EXPOSURE MATERIAL TO RECEIVE PAINT COLOR V B ........................................ ............................... BODY PAINT 2 BENJAMIN MOORE - "BENNINGTON GRAY" - HC- �. CEMENTITIOUS HARDIE SHINGLE "STAGGERED-EDGE PANEL° W/ 6" ED AZ`C' �I "SHINGLE" STYLE EXPOSURE a `t SIDING *MATERIAL TO RECEIVE PAINT COLOR " ...................... ......... ............................... C TRIM & PANEL PAINT PORTER PAINTS - A FIBER CEMENT RCTIC WHITE" 530 -2 FIBER CEMENT PANELS WITH 1X4 BATTEN STRIPS 5 PANELS 0 2' -0" O.0 "MATERIAL TO RECEIVE PAINT COLOR 6 ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES - E L - O ^/ L O ROOFING SHINGLES "DRIFTWOOD" RuLEJoYTRAMMELL Rum N Architecture Interior Design C 2010 THIS RAWING PROPERTY OY TRAMMELL ♦ RU 10, LLC. ARCHITECTURES♦ INTERIOR DESIGN BE REPRO WITNOUT WWITEN B CONSENT COMMISSION NO. 14- 063.00T REPRODUCED 7, 2015 L: \l6 5150m•Eby Sandy Sp,lRg, \PRESEMATION \3 0141 3- 1 5C.I.r EkvUpn AL 5TH STREET APARTMENTS CHARLOTTESVILLE, VA N vl BUILDING # 1 - TYPE 3 -NORTH ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN '- TRIANGLE BRICK, MODULAR 3 5/8"X 21/4"x 7 5/8'; own, BRICK VENEER COLOR - "CAMBRIDGE" IMAGES SHOWN ABOVE ARE GRAPHIC REPRESENTATIONS OF HOLCIM MORTAMLY - MASONRY CEMENT MORTAR MATERIALS ACTUAL COLORS MAY VARY. PLEASE REFER TO MA- ..........................•••••.•....••• •••••••••.•.••.•............... TERIAL SAMPLES FOR ACTUAL COLORS. CULTURED STONE NATIVE STONE, NATIVE CUSTOM STONE VENEER - LANDSCAPE DEPICTED IS FOR PRESENTATION PURPOSES ONLY, 2 VENEER "STACKED GRANITE" PLEASE REFER TO LANDSCAPE PLANS FOR PLANT LOCATION A BODY PAINT 1 PORTER PAINTS - "COBBLESTONE' - 419- 5 AND SIZE. �+ • ••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••• PLANTING MATERIAL TO COVER COMPLETELY ALL MECHANI- EL FIBER CEMENT FACTORY PRIMED AND FIELD FAINTED CAL EQUIPMENT. U LI I '' 74 ,a SIDING W /6" 3 EXPOSURE *MATERIAL TO RECEIVE PAINT COLOR BENJAMIN MOORE - - BENNINGTON GRAY" - HC- BODY PAINT 2 J , . __._ CEMENTITIOUS • • HARDIE SHINGLE `STAGGERED -EDGE PANEI"•W/ 6" • • I yy�y 4 "SHINGLE "STYLE EXPOSURE D a -.�- SIDING *MATERIAL TO RECEIVE PAINT COLOR „ 11 ......................................... ............................... C TRIM & PANEL PAINT PORTER PAINTS - ARCTIC WHITE" 530 -2 FIBER CEMENT FIBER CEMENT PANELS WITH IX4 BATTEN STRIPS 5 PANELS @ 2' -0" O.0 *MATERIAL TO RECEIVE PAINT COLOR 6 ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES - E L - O 1 I O ROOFING SHINGLES "DRIFTWOOD" IN I RULEJOYTRAMMELL Rum Architecture Interior Design 0 2 WING THE ILL. ARCHITECTURE Sa BE REPRO WRITTEN BI CONSENT COMMISSION INTERIOR DESIGN WDECEMBER 7, 2015 LA14451S.,by Sandy Sp,lyAPRESENTATION \30141315UI.0 El.tbn AL 5TH STREET APARTMENTS CHARLOTTESVILLE, VA 1� j BUILDING #3 & 4 -TYPE 1 - STREET ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN TRIANGLE BRICK, MODULAR 3 5/8" X 2 1/4" x 7 5/8°, BRICK VENEER COLOR -"CAMBRIDGE" IMAGES SHOWN ABOVE ARE GRAPHIC REPRESENTATIONS OF • • HOLCIM MORTAM.. - MASONRY CEMENT MORTAR. MATERIALS ACTUAL COLORS MAY VARY. PLEASE REFER TO MA- " " " " " " " " " " " " " " " " " ' TERIAL SAMPLES FOR ACTUAL COLORS. CULTURED STONE NATIVE STONE, NATIVE CUSTOM STONE VENEER - LANDSCAPE DEPICTED IS FOR PRESENTATION PURPOSES ONLY, 2 VENEER "STACKED GRANITE" PLEASE ER TO LANDSCAPE PLANS FOR PLANT LOCATION 0 A BODY PAINT 1 PORTER PAINTS "COBBLESTONE" - 419- 5 AND SIZE. ••••••••••••••••••••••••••••••••••••••••• • ..................••.•.••••.•• PLANTING MATERIAL TO COVER COMPLETELY ALL MECHANI- _ FIBER CEMENT FACTORY PRIMED AND FIELD PAINTED CAL EQUIPMENT. �Y4 a E L 3 SIDING W /6" *MATERIAL TO RECEIVE PAINT COLOR � ..__ .__. __... EXPOSURE O BBODY PAINT 2 BENJAMIN MOORE - - BENNINGTON GRAY" - HC- • • • • . • . • .......... • • • • • • • • • • • • • • • • • • • • • ..... • . • ....................... CEMENTITIOUS FIARDIE SHINGLE "STAGGERED -EDGE PANEL" W/ 6" '� j?D 4 ,T "SHINGLE "STYLE EXPOSURE SIDING *MATERIAL TO RECEIVE PAINT COLOR ......................................... ............................... C TRIM & PANEL PAINT PORTER PAINTS -"ARCTIC WHITE" 530 -2 FIBER CEMENT FIBER CEMENT PANELS WITH 1X4 BATTEN STRIPS 5 PANELS @ 2' -0" O.0 „ 'MATERIAL RECEIVE PAINT COLOR .. 6 ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES - E L — 0 3 O ROOFING SHINGLES "DRIFTWOOD" ' RuIjdyTk&?gmEu RUBIO 5TH STREET A P A R T M E N T S � Architecture Interior Design O 2010 THIS DRAWING IS THE PROPERTY OF PULE JOY IRAMMELL CHARLOTTESVILLE, VA I ARCHITECTURE a INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT MITTEN CONSENT COMMISSION NO. 14- 063.00 DECEMBER 7, 2015 Lauuss.,.rtr5..ar5Prby.IPRESENT IOM20141215cl.l.e EI...n..AL s N BUILDING #5 - TYPE 4 - SOUTHEAST ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN TRIANGLE BRICK, MODULAR 3 5/8" X 2 1/4" x 7 5/8", 1 BRICK VENEER COLOR -"CAMBRIDGE" IMAGES SHOWN ABOVE ARE GRAPHIC REPRESENTATIONS OF HOLCIM MORTAMIX - MASONRY CEMENT MORTAR MATERIALS ACTUAL COLORS MAY VARY. PLEASE REFER TO MA- ........................................................................ TERIAL SAMPLES FOR ACTUAL COLORS. CULTURED STONE NATIVE STONE, NATIVE CUSTOM STONE VENEER - LANDSCAPE DEPICTED IS FOR PRESENTATION PURPOSES ONLY, V, VENEER "STACKED GRANITE" PLEASE REFER TO LANDSCAPE PLANS FOR PLANT LOCATION O A BODY PAINT 1 PORTER PAINTS - "COBBLESTONE" - 419- 5 AND SIZE. ••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••• PLANTING MATERIAL TO COVER COMPLETELY ALL MECHANI- _ OY FIBER CEMENT FACTORY PRIMED AND FIELD PAINTED CAL EQUIPMENT. U Lf ELI • 144 Y SIDING W/ 6' 3 EXPOSURE *MATERIAL TO RECEIVE PAINT COLOR ^� I <h w� BENJAMIN MOORE- "BENNINGTON GRAY' -HC- �•••••••••••••••••..••• ••••••••••••••••••••••••••••••• -- B BODY PAINT 2 ' ' ' ' ' • • • • • • •' • •' • CEMENTITIOUS HARDIE SHINGLE "STAGGERED -EDGE PANEI" W/ 6" ERE D A$C' /a ' 4 "SHINGLE" STYLE EXPOSURE SIDING *MATERIAL TO RECEIVE PAINT COLOR „ 11 ......................................... ............................... C TRIM & PANEL PAINT PORTER PAINTS - ARCTIC WHITE" 530 -2 FIBER CEMENT FIBER CEMENT PANELS WITH IX4 BATTEN STRIPS 5 PANELS @ 2' -0" O.0 •MATERIAL RECEIVE PAINT COLOR .. 6 ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES - E L - O 6 O ROOFING SHINGLES "DRIFTWOOD" rm RuLEjoyTRAMMELL Rum Architecture Interior Design O 2010 TH S DUWING THE PROPERTY Of RULE + . ARCHITECTURE+ INTERIOR DESIGN A BE REPRODUCED u T COMMISSION NO. 14-0631.00 DECEMBER 7N CONSENT 2015 L.A14515...,by 5•Fdy SPHngSPRESENTA01ON- 14 -12 -15 C.— EIR-... AL I I g 5TH STREET APARTMENTS CHARLOTTESVILLE, VA V` 1 BUILDING #5 - TYPE 4 - SOUTHWEST ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN '�- TRIANGLE BRICK, MODULAR 3 5/8" X 2 1/4" x 7 S /8", BRICK VENEER COLOR - "CAMBRIDGE" IMAGES SHOWN ABOVE ARE GRAPHIC REPRESENTATIONS OF 7 - HOLCIM MORTAMLX - MASONRY CEMENT MORTAR MATERIALS ACTUAL COLORS MAY VARY. PLEASE REFER TO MA- .....................•••••.•••••••••... ............................... TERIAL SAMPLES FOR ACTUAL COLORS. -- ----- �— CULTURED STONE NATIVE STONE, NATIVE CUSTOM STONE VENEER - LANDSCAPE DEPICTED IS FOR PRESENTATION PURPOSES ONLY, VENEER "STACKED GRANITE" PLEASE REFER TO LANDSCAPE PLANS FOR PLANT LOCATION 0 A BODY PAINT 1 PORTER PAINTS - "COBBLESTONE" - 419- 5 AND SIZE. 41 ••••••••••••••••••••••••••••••••••••••••• ..............................• PLANTING MATERIAL TO COVER COMPLETELY ALLMECHANI- _ EL FIBER CEMENT FACTORY PRIMED AND FIELD PAINTED CAL EQUIPMENT. U (1 I ' I4OY4 a SIDING W/ 6" 3 EXPOSURE 'MATERIAL TO RECEIVE PAINT COLOR C B BODY PAINT BENJAMIN MOORE-- BENNINGTON GRAY " - HC- •••••••••••••.••••••••••••••••••••••••••• ••• ........................•••• � TY„ „ ED � _CEMENTITIOUS HARDIE SHINGLE "STAGGERED -EDGE PANEL" W/ 6" h'gD 4 SHINGLE STYLE EXPOSURE a SIDING "MATERIAL TO RECEIVE PAINT COLOR „ 1I ................. ...................... ............................... C TRIM & PANEL PAINT PORTER PAINTS -`ARCTIC WHITE" 530 -2 FIBER CEMENT FIBER CEMENT PANELS WITH IX4 BATTEN STRIPS PANELS @ 2' -0" O.0 "MATERIAL TO RECEIVE PAINT COLOR , ...................................... ............................... 6 ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES - E L - O [^� T O ROOFING SHINGLES "DRIFTWOOD" RLmEjoyTRAmmEn Rum Architecture Interior Design O 2010 THIS DRANING DESIGN S THE, PROPERTY JOY TRAMM LL + RU O, L C. ARCHITECTURE + N ND MAY NO BE REPRODUCED WITHOUT WRITTEN —SENT COMMISSION NO. G14- 063.00 WDECEMBER 7, 20515 LA - O51S.,by Seely SPU ng APRESENTATIONR01412- 1SC.- EI.—AL 5TH STREET APARTMENTS CHARLOTTESVILLE, VA I y ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I. Prior to any construction within ally CXiStiWl 5 public right-of g -way, including connection to any existing road, a ;� - permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not the permit accurately reflect the requirements of the permit. Where ,,uiy discrepancies occur the requirement,,, oft permi shall govern. 2 . All materials and construction methods Shall conform to currentl specifications and slandards of VDOT unless otherwise noted. 3. Erosion and Siltation control nicasures ,,hill be provided in accordance with the approved erosion Control plan and shall be installed prior to any clearing, grading or other construction, 4. All slopes and disturbed areas are to be fertilized, seeded an(] mulched. 5- Tile maximurn allowable slope is 2:1 (horizontal vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Pavect., rip-rip or stabilization inat lined ditch may be required when in the opinion of the County Engineer, or desionce, it is deemed necessary in order to stabilize drainage channel. CP 7. All traffic control sit-ins shall conform with the Virginia Manual for Uniform Traffic Control Devices, S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for undQqgrotind pipe installation must comply with OS14A Stand irds for the Construction tildlilstry (29 CFR Part 1926). General neral Construction Notes, for Streets (This list is in addition to tile General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. Tile contractor must notify the Department of Community Development {296 - :5432') 48 hotirs in advance of tile start of construction. 2. upon completion of fine grading and preparation of the roadbed subgride, the contractor shall have CBR tests :1 performed on the sub' grade soil.Threc (3) copies of the test results Shall be submitted to the County. Ifa '� subgrade soil CBR of 10 or greater is not obtainable,a revised pavernent design shall he made by the design engineer rand submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall casements are to be extended to a boundary line or a natural C watercourse, 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the tirne aconstruction. Additional Guardrail may be required at locations not shown when, in the opinion of C__ the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, mid roadway shoulder widths shall be increase([ to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are. installed, fill residential driveway entrances shall conform to VDOT standard PE -1. Compliance with the minimum pavement width, shoulder width and ditch sections, as Shown on the typical 7. Compli, n-, - strictly adhered to. pavement section detail, shall 1: S. Road plan approval foi subdivisions is subject tofi nal subdivision plat validation. SI0LId the final plat for t his ire to signing project expire prior and recordation, then approval of these plans shall be null and void. 9, All sio':' ns or other regulatory devices shall Conform with the Virginia Manual for Uniform Traffic Control Devices the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Trifficconlrol or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee. thev are deemed necessary in order to provide safe: and convenient access'. �, . Engineer, 11. The speed limits to be poste{lon speed limit siL, onsare 5 inph below the desigii,;pccd,or,,is(leteriiiined by VDOT for public roads. 12. VD01'standard CD-1 or CD-2 cross - drains under to be installed under the subbase material at all cut and rill transitions and grade sag ,'mints as shown on the road profit".. An 13, A video, camera inspection is required for all storin sewers and culverts that :arc; deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video cinicra inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 1. The plan approving authority must be notified one week prior to the pre-construction conference, one week t, pri or t o t he connic neement of la n d d i st Llrb i n- act i v i t y, a nd one week pri or to LT e A li I i nspe ct i on, 2. All erosion and sediment control measures will be constructed and maintained according minimum standards C -1 , Regulations VR and specifications of the Virginia Erosion and Sediment Control handbook Virginia Regula - Z__ 025-02-00 Erosion and Sediment Contro I Regulations, 1• All erosion and sediment control measures acre to be placed prior to or is the first step in clearing. 4. A copy o - f the ippi oved erosion and sediment control plan shall be maintained on the site at all times, 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not -1 limited to, off-site borrow or waste areas), the contractor shift submit a supplementary erosion control plan to the owner for review and approval by the pl,,tn,il)pi-t)viiii,t,,Iaitilority, 6, The contractor is responsible for install,ition of any additional erosion asures necessary to prevent . sion control tile. I erosion hod sediment a tion as detertnined by the plan approving authority. I - ],in(] di',,turbing 7. All disturbed areas are to (train to sediment control measures all times during 4V ,activities and during site development until final stabilization is achieved. " During dewaterinf, operations, water • will be puniped into an approved filtering device. & - L _ 9• The contractor shall inspect all erosion control measures periodically and :after each runoff- producing rainfall! event, Any necessity repairs or cleanup to niiintain the eff; ctivencsg of the erosion control devices,41,111 be made immediately. 10. All Jill material to be taken from an approved, designated borrow ,area. 11. All waste materials shall be taken toanapproved waste area. Earth fill shall be inert maicrihis only, free of roots, stumps, wood, rubbish, and other debris, 12. Borrow or waste areas are to be reclaimcd within 7 days of completion per Zoning Ordinance sect ion .5.1.28. ansported in compliance with section 13 --marle. J -301 of tile Cod,� of AIN I,Z. All inert materials shall be tr, 14. Borrow, fill or waste activity involving industrial-type power equipment shall be limited to the hours of 7:00iiiii -pill, to 9. 00 15, Borrow, fill or waste activity shall be conducted i.n. a satc manner than ill, ainiains lateral Support, or order to , al damage toadjicent land and improvements, and dimagetoany ininimizeany hazard to persons, physic, public street because o slides, sinking. ( -)r collapse. 16, 'The; developer shall reserve tile right to install, maintain, remove or convert to permanent stormwater niana0eftlent facilities where erosion control measures required by this plan ,- , -lie ri reg Lrdless of tile S, 4:1 lul, of any lot, unit, or other portion of the property. I al� ,ir Cp y stabilization shall be temporary seeding and mulching. Secdin- is to Ocat 75 lbs/icre. and in the 17. ,rcmpor, month,; of September to Februiry to consist a 50!50 mix of Annual Ryegrass and Cereal Winter Rye, or in 9�1 t- o consist of6erman Millet. Straw mulefi is March and April to consist of Annual Rye, or May through August f to be,applied at 801bs/I00,4. Alternatives are subject to approved by tile County erosion control inspector. IS, Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applie(iat 901bs/1000sf, incorporated into the top 4-6 inches of soil, Fertilizer shall be- applied tat I 000lbs/acre and consist ofa 10- 20 -.10 nutrient mix. Permanent seeding shall beapplied,11 I 801bs,�acrcand gr:_1 consist of 95% Kentucky 31 or Till Fescue and 0-51�,,() Perennial Rve ass or Kentucky Bluegrass, Straw mulch is to be applied at 80lbs/1 00sf. Alternatives are subject to approved by the County erosion control inspector. and each rainfall. Any damnoc or clogging to asures are to be inspected weekly, A-, 19, Mainlenincc: All me, structural measures is to be repair immediately. Silt traps nre to be cleaned when 50'.1/0 of the "vet storage 1� volume is filled with sediment. All seeded area's tare to tic reseeded when necessary ten achieve a good stand of g ,tried and grass. Silt fence and diversion dykes which are collecting sediment to half their hei Ili must be cle. � repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by file County erosion control inspector. General construction notes for Storrinva(er Management plans r, " of optiniurn moisture content. 1. All dams and constructed fill to be within 95,iu of maximum (try density and 2% All fill material to be approved by a geotechnic,t], en C_ .f, gineer. A geotechnical engineer is to be present during construction of dims. igemeril facilities. 2. Pipe and riser joints are to be watertight within stortriwater mail, , 3 '� .). For tempol-irysediment traps or basins which are to he converted to permanent stormwater managerrielit . , facilities: conversion is not to take place until the site is stabilized, and permission his been obtained from the County erosion control inspector, 1.11 111,11,111, .1 11 I I ­ 1 1/2"X 1 I/.I"x 1/4"-.1-1-1 ANMES 1 ---- 1/4" CHECKERED PLATE , 1, / r r I ". I I . ... �,- I -.1.1 ­11. 1.1 ...... ­r ....... ­­­- 11 11 �� - I I I � I - , I I 1. - I : - 4 6 - , - A .i �_ -0 I - 4 " � �J I " I -- -- C 4 A ,/ 10" _. -, .1.11 11 � - ­ -_ __*�-- - I 4 ­­�i4Z' __ - " .# 6 4 " " �J . 2'* WELDS 6* O.C. 14 , , 4 _> I � � 6 . . ,1 -,-,, � I ,I A ,_­- _ - ­ ___ � __ . I -4 - -1 ­ .,- If .q. I -V i- , =;:�Jll �= 4 ", . I'., .3 1/2% 3 1 /2 "x 1 4 . ANGLES � - / \-1/4" STEEL PLATE - - - ­ 1­111 11 SEX.110N -it \ - - ,:� "' �, ' ' ' d ' I - i �T4MIAIX�, I 't 'I _r , , _ � 11, .7 _ _ . " , _ �__, . '.. �y/�TO T1tC SNAPS or EXISTING ---( cuRa rACE. * -..---- " , A4` ,, , t,v , N�, ­',q,/--,..�,r , � a ,", ,,i , SF'(1IQN_A7-A SIDEWALK DRAIN DETAIL NOI 10 SCALL I 11 I A LEGEND -FED (RETROREFL) BACKGROVINID-MirrE(RETROREFL) � f, " i � .� 11 __... .. A . , 4i � I 0 1 r I 407". - I ' S. h I—: ' wj�,N ,_*,� . ..... .... . .... . ..... , - �- _', i ... ��:=:,-_-�V­ --,--, _4 �(; � ................ It' - , -1, � I, a I B LEA),--% RESQFVE., ' , I A"CE"S I __ ____ r 4Z 1 ,­i_ wm=�Mws illlllllllllllllll�11111���111111� /t T K1N'G'_'­__' ...._...1,c � - ; PAR R ­­­ _" ;I I ­1­11' - t 184 .1 11 I -1 T- e WhAlf.-ArAr . A.i , ` . R - � 4 07F, g,,. V .* * t 0 4 0 , #I,* 6 , ,,, I if �, , . W * * # A 4 , 9 �;, , IF . * � ­ , 4 A R74 FS i Zb ViA xmhtir 1;­ �.- - 11 , _1, I ': " I I f I C ; , J I X t I .I ,111 , 113� . 4 �11 ,,,,I I � 1110 Z 0 'L!1 5M.} '.4 1 -1.1- 1. . ­­1 . . ­­ -11 . 1. I " L t, 931 ... i" - _"_[;_�..I.. A1At,LPi _2k. ­1_1 I.D i ... ... --",- , 0� I - __�I,�,Lt_.�i _�� R7-8 NO PARKING WMAHI"1011 t"Itic'" 0 OCA111A LEGEND- GREEN (RETROREFL.), WHITE SYMEOLON BLUE JAETROREFL),,,,, ,,,, - VIt I N :At TqAfrL[GT.%1!UlNA7 cmolu achn _W.V1:qV,fF14JltfJN1, BACKGROUND - WITE(RETROREFL) 1P.A11119IM-Wif ,AVTf1"*r1tCtfn1 Wmr,xv.-cill ',A Twwiocrmt MUTCD MUTCEI R7-8 R7-8P HANDICAP SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR MOBILITY IMPAIRED PERSONS. THE LOWER EDGE OF -GRADE, BUT NO SIGNS SHALL BE AT LEAST FIVE (5) FEET ABOVE HIGHER THAN SEVEN (7) FEET ABOVE-GRADE. f%Ap PARKING SIGN PLATES HANDIkat'I I P% (US� "VAN" ACCESSIf3LE SIGN WHERE DESIGNATf'D ON PLANc;) 6 t I I I �L i ACSA GENERAL WATER & SEWER CONDITION$ 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 GEO DETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 -- 7'001). 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, S. 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 DING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). - I GR-2, W/ 6"X8" WOOD POST GUARD RAIL DETAIL (TYP.) (PER VDOT STANDARDS) NOT TO SCAIF NOT TO SCALE co W,,--ADDITIONAL SIGN TO I " INDICATE A "VAN L"" _= L_ __ ­ I I ^ ACCESSIBLE" HANDICAP % VAN - i'D X SPACE 1._= -- CCESSIBIL < ---- I: * I,./ 1110 11 <D - - ".*, 'Ill f - - - k_1A_K_1___% 14 Ucj�g�IBJL 1: PER VCC 1106.8 Z I.- X --w------METAL POST SET IN • 6" DIA. 2'-O" DEEP :) I CONCRETE I 19t (WALL-MOUNTED SIGN I MAY ALSO BE USED) _� 6- �_ HANDICAP PARKING SIGN I NO SCALE - BASE LEVELING PAD NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTEp 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. _r,' FACE OF BUILDING '� ISOL,477ON JOIN' W1 X / 0.5' THICK F PRDrOAWM "AT FXLER. . I 3 "- HORIZONTAL BRACE BAR L END I 10' O.C. MAX. - /-BOTTOM RAIL 1%* I 1 BLACK PVC- COATED POLE x<11Nxl NOTE: � .'.>,�, - �­. ,m PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY 0 - , . * ' ' ' * ' ,I? w . _ .� 5' AND EXPANSION JOINTS AT NO MORE THAN X ,� . , " _ ��, I'll x�;�,�$� 20' INTERVALS. CURBING (WHERE JOINT SEALJNG JOINT SEALING _)t NOTED ON PLANS) / ATERIAL MATERIAL M _ .1 : �. 11 "? � VARIES I . 2 0% MAX BROOM FINISHED . - . I UJ " LL1 y . . .,& pj K . I , . IvIralorgim . :.& , .... d Z NEW PAVEMENT . I - '. : - .. . f, *. - j; W '--COMPACTED SU13GRADE ,,�J () a- 0 :. . . *A: *. ' CRAMULAR f7LL 5' CONCRETE CL - . .0 • 6mr 18 OR 157) * A` -0.5* THICK PREFORMED 0 JOINT FILLER SIDEWALK DETAIL- NOT TO SCALE co W,,--ADDITIONAL SIGN TO I " INDICATE A "VAN L"" _= L_ __ ­ I I ^ ACCESSIBLE" HANDICAP % VAN - i'D X SPACE 1._= -- CCESSIBIL < ---- I: * I,./ 1110 11 <D - - ".*, 'Ill f - - - k_1A_K_1___% 14 Ucj�g�IBJL 1: PER VCC 1106.8 Z I.- X --w------METAL POST SET IN • 6" DIA. 2'-O" DEEP :) I CONCRETE I 19t (WALL-MOUNTED SIGN I MAY ALSO BE USED) _� 6- �_ HANDICAP PARKING SIGN I NO SCALE - BASE LEVELING PAD NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTEp OF CRUSHED STONE OR 2,000 PSI± UNREINFORCED CONCRETE 2. THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. _r,' FACE OF BUILDING '� ISOL,477ON JOIN' W1 X / 0.5' THICK F PRDrOAWM "AT FXLER. . I 3 "- HORIZONTAL BRACE BAR L END I 10' O.C. MAX. - /-BOTTOM RAIL 1%* I 1 BLACK PVC- COATED POLE x<11Nxl -0'4- MESH PVC � .'.>,�, - �­. ,m COATED CHAIN 0 - , . * ' ' ' * ' ,I? w . _ .� LINK FENCE (9 A GAUGE BLACK X ,� . , " _ ��, I'll x�;�,�$� COLOR) - -1. , Nftip , %.I 6! I , 0 I LL ' '... NOTE- RAILS, POSTS, - _ .1 : �. 11 "? � & FITTINGS TO BE . VC COATED TO MATCH FENCE \ .' \ " ' / N". \ \ \ \ a A A ,i � a a , 1 4 1 ,�� -I , 00 BOTTOM RAIL 1%" 1' zoo 0 'V / ' \ - * i' \ / / / M xl � .,,, n It . I . DIAGONAL BRACE 4 1 - - VDOT CLASS . , . . -� ROD . ' I " A -3 CONCRETE I I - 1 1 2� 4 LINE POST CORNER CHAIN LINK FENCE DETAIL LINE POST POST . NOT TO SCALE 6' 4 1/2"± w/ 2* POST 6 5"± I _� 3 31/32 PICKET SPACING I PAVEMENT MARKING DETAIL (YELLOW COLOR) NOT TO SCALE: STANDARD UNIT Width: 18" *Depth: 181t 8f`F Height: *Weight: 108 lbs r F , � * ­* , 4. .� 4 l, i 1 4 , 1 - , I . * 0 11 & 4, 4 � I 47� 4, * - I 4 + 4 ., * to, � . . . . . *- Q A ,.# , - _ - I , , - 6", -A - 0, ,# �& , . . I . I ,W �w . .� . ... ki It ;� i � ... V I 1W �- , " � � _:� - 'W, ', 4 .* � � 1, 4�,;Itapp.. , - . # 1 4 - M, 4 8g -, . 0 .. � -A- •:.. . I �% . CAP UNIT Width: 181$ Depth: 10 1/2 *" Height: 411 *Weight: 50 lbs I I UNIT FACE - 1� tv 1� " � , �, , , � � I .';,� - ., " � � 1w, . , L � I "*1 �", ,_-_�- 11 . ­.., .1 .,� �,. " '. .1 I ­, I - I . I ;, :. . . , �".1. 11�, ,�, n ­ i I 1"�11 I � P �','�,, (I ­ 11 ­ - .. - I 1� 1, 1j -.1 . ... " , , I .�, , , , I .. � " �,.� .". ; , ,1,. I ? I I , * �,�,ill, % -Mt.,�� 1, � 1:,� "I..'' .,, .1. . . , � � I -, I �, . .. , . I , EXCAVATION �1",A i k� L I , , - 11 - ." .. . LIMITS � ". , " , , .1 � � : . I - ., ' � I , � � - , I z,!jilh . , �� � .. I , �: �. � ,� i.:1 I , . �,�: ,,,,' -, : - ­1 ! . ,. "'. . .1 k "i . I " 1 .1,"'r "": � " , " . �.j,,� , 1, I , ': ,.: - . ,,� _%, , , " .�,,., , 1. i;f'' 1, .. , - 1 ��� ,�-,,,-� i " �­, � - , J . , -,. I 1. " . : . , _ 1: � ,;...,- 'i� . ,. ',,--,­J- � . , e­! ' ,I-`O, , `�,,', ' , 11 I - � ­'_ , I , , , 1 .�, ". 1' � . ' I I � . . � I . , . ,� f�': 1, -;,,,!�� �.�',fj�,. ' .I- I'! � ­� " <. tk�."I"- 1; -,,':.', "I 6" CRUSHED ROCK OR �-,',,�i`n�:,j'!��Jj; I " �. ,, , "J I r , �J ;­11 `'�L"'�j'� - " 'i;,. . � I .1 � , I t,i k" - . ; fl_f, ., I '_ � r C 'Z , . , , N ,,,,,,,i,r,,,,,I,.,,,',,, ­I? �j�­'­' I , ­ � 11 _; , ._',"j_,�,'t' LEVELING PAD �, ��; �` 1 - -, I �1_1:, � ',,� i NOTE- SEGMENTED MASONRY T�­";",�, 1 ;1-1 J -;..�­ RETAINING WALL TO BE T',' �,'_; I., I'� "SHANNON TAN" IN COLOR. STANDARD UNIT/BASE PAD ISOMETRIC SECTION VIEW * DIMENSIONS & WEIGHT MAY VARY BY REGION 8" Min, Low Permeable Soil --� ,/- Keystone Cap Unit .. I _ ---'.0, 1- --1- I 1, ",,I ,. - ii i, �! 11 f Ili, , 0 . I 0 !" 1, ,A, ,# , v, 4 1, #!�' . Nftip , %.I 6! I , 0 I LL ' IN, < . . E ;M1 =a - a • . _�_ 11 - c) 1. 0 i . I UJ " LL1 y I I Ii pj K 0- • - • * I . . . '�' ., . * . IvIralorgim . IIIIIIIIIIIIIIIIIIIIIII �� . , I.... . 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 Standard Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) 110 -1 1/41' 811 � r- Finished Grade ­` = . Cn (1) T7 ✓ cr) F 5 a) 0 ���� , Unreinforced Concrete or Crushed Stone (foundation Soil Leveling Pad TYPICAL REINFORCED WALL SECTION STANDARD - O SCA " SETBACK T1 E 12!3 to � n 0 _:�: _°0 M CL - 0 ON R 0Z0 =Z0 0Z :D % 0 -o-,,,% 'r% (d 4.;d ,-.,..e ORNAMENTAL FENCE DETAIL NOI TO SCAl F W I V) .C- 0 � A 4, 4 _. //;/ \',' %, TYP. CROSS SECTION r1lin U U, I (OR EQUIVALENT) I'll 1 L;U 0 n 9 (ORNAMENTATION ALUMINUM JODUCTS INC. FENCE) NCf,_) I `` -1 1/8-XI 3/4- HORIZONTAL RAIL 3/4"X3/4* PICKETS .050 WALL 2"X2* POST .060 WALL 2"X2w POST .080 WALL 27X2" POST .125 WALL 2 1/2-X2 1/2- POST .100 WALL CONC. FOOTINGS . PER. LOCAL CODE A- - X B EFS-15 COMMERCfAL - RETAINING WALL CONDITIONS 1_10'" -"'`� 1. FINAL RETAINING WALL DESIGN AND ENGINEERING SHALL BE APPROVED DURING BUILDING PERMIT REVIEW AND APPROVAL. 2. LANDSCAPING SHALL BE PROVIDED AS PER THE LANDSCAPING PLAN. RETAINING WALL DESIGN SHALL ACCOMMODATE THE LANDSCAPE PLAN. GEOGRID LAYER MAY REQUIRE ADJUSTMENT TO PROVIDE ROOTBALL PLANTING INSTALLATION. Planting Guidelines FIGURE RE EA -TYPICAL PLANTING LIMITS 0 Sl V, , �S,�', , , ,4 441"A,.`71 "I .11". 'Z�T "i:. , I lire - %4� 10 7e, 't a,' ^; �. "o , ", , .ft " ; I " ­ ­Z+D f tal,12,(Oi_ 11-1-i 11., � 11 , ,,I j - - o's, I (5'� 2 I . . ....... ....... ­­11­1______ 1! �, � I ��� 4' I � s ." r , �� �:,, 1 ." LLL 73,1 � - � � �.­. � �, . , 1,1 1 ��!?Mx. 1�q�. , I ti, hlin, Low PermeabfQ Soil �, I Z;� I ,. '-;�,tll.;r� I � H ,�, " '. ,,, Kfr itane Cap Unit - I _­ ;��­ ... ,.,r.. - 1, '� - 1� " "IN � :r7l'Z-11�'111 . `11k : 111.:14� 1 " I? 1 - ­ ­- ... .... -_�� - ­ 1__1__._____ _­­__­­­1_­­­__.­ ..... ­­ , . '77-= T , - �']':� . .. I �, .� _�,.:,�:;' �_ - _11-1. IN,­`­ 1.11, ': �':' -, . ,��"',,',-�,�;,�;,-,�,�'. " ­1 11-7- -�:.. " ,:� 1"'."""L�,", , I - L I ,.,�l �V.,, , : , -1--l-, I � , - "i'", - ; , 1 11 - Keystone Compoc Unit SK7w ! I ; I - � C_\� , ,,f'�," ," . , .1 , _ •. " � .:V; '� \ , 'I 1: �11 1: I . ���:�� I'll 1 `.'L " , I � �,. ­­­­ � :� � I L , i .' ------ N, :_L�,�::, � I W , I .��­ �.; .. L ;.� i � � L.. ; _, - - , (3i,V Crushed � N"N �! � 2-f­--m�',���!�: , Und0rai;,,ag,�Ft;i 03 I r . _11, 7-1-111 - , , blwi -­- - 1� I ! � f­ ­­ ­­­ - ­­ ­ I � L��', L' ��_A Rock w Sion, r " i - 11 ��;�, 1:: �­: 32 i � - I ­11­:­­­ - ,) : _��­­­ I . - � I ,,, �L , __1111­­_,� " 7.", I "i Approximale I "'' _\ I , L. , , - 11 'IM4% " _J ,,,,, ...... , ,___.__ I - G"iid Orpth ,?%:::��:" I.r : ­ ­ ,- ; ,.- rirlt,ihed Grado : ,\. , -, . ,..;;O�_7­ ­ 1. I � of Excwotion I , i IZ-11111 �S­i i".;::�,�T. � -,r- 1 __ __ - � _ 9 77�r'7 ,:='L ,7,� " ,'L!�!' .11 � ,,r . . A�' " _ - - � 1� - �, ,1� �� ��'� I I I ­,­1 "I � � �� ­ ", 1� � "-� :�i � 4'P�,,,Ic,,i)tod PVC Dt,iin3qu Tito � ,1 ,­ Unionforwd collauto of i•Wrxi,p Drafnijo Tile in 3W ftitenAtu Cruiihod SWr,e L"ing Pad wxj f0ar Fsibric al Tan}, 0 Rtt$vrod. (F�.���100113.-� 0 FIGURE FA -TYPICAL PLANTING LIMITS ...... .. . .. ,, . : , �� -1 �, 4 y 00. 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":,.,�,­,;,,�,,��:��,� ­4,� 1 4 , I I 1 ' � 1 ' 1.,�� '�',�!��',�.,�",-",!�"!�,-.:::��"-', ­r _­�­,­�,,­ ", ... ­­,!­, r"i " �­­.� ,� ., �­ ", .­ , - ­ I.-­;­ ­:r' �:.' -" - � , ", .­"'�r- .... �;'�':�:"�'_��L, ' - . ,­,�,�­� ........... � ...... :, r , , "" _.,­�.�_­­­..­ ... I., ......... _'. l"-,�.�-.�."",""..,-�,,�-"""a�',�r�-:'���""","'.�l""1.�4"1-1"�l"':�'�:11�ll,�'..-I..",� .. .. ...... .. . -1�,.,.-"��,�,,�,�,-.�--- : �r __.."'r 1-1. "' 11111,1­, �,;� 1 '� I - � ''',"..-:4 1 r' , ­� ,� � ��,.�. I � V­ ", , , "� , , "r", " 1-.4.­1,;­ ....... �i"...,-��""-,.�,,,,,-,,-. � 4 ,: ­ . I ��. 'i__�4�1__,:, L'�� , L . .­;,:­­",.­­�'� ":,..­­­­! ........ . ­­�.­ ", . t .... 11„11 "11 ._ .-,�-,4-,�,�,.,.,��.,-�"'-"�..-.--�,�-�,-,,--,--,�.,�.,-�, _��4�,,:�­­�A '41�.-"4"�,�.1"11,��"r,.�1.1.�..�-.,�-1"�.--.I-r,-,,� ­­­­�­.­­ , ., . 0 ,. l,i�i---,�,,,re.�'r,�""!4�":""�,�. ��',. .,,.. q­"I":, ',�­�, �",­,.,,,,­%',­',� ... �­,, ,�,.,�":!,,,,,�,,,"..:..:.":,; ,.,,��,." 1�il!�:I!i`i�!� ,y`V`­,..:"�, . ; ,,­'­' ­­.,*­,,,,�t,'��: �­! ������",,�",�"".!,"��.-,:,.. ,�­,.I,,.'. 4,J� . 1 . ...... #W All planting offsets shall be a minimum of 2 feet + the opening diameter as measured from face of wall. Lateral spacing between openings shall beaminimum of3xopening diameter, Only top two layers o(geogrid maybe cut 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 representative. Extreme care shall be taken if installing irrigation systems directly behind the wall so as to not damage the soil reinforcement during installation or have potential leakage into the retaining wall system. Leaking irrigation lines can saturate the backfill and create hydrostatic pressure and wall movement. Utilize a root control barrier as required to avoid root pressures or growth through the Keystone concrete units. Numbers in parenthesis are for example only. Trio hV10M.*W W. 1.*" 11W.11, US boon Cofrp lot bip 01r.Wo- "anrV4 Wag SYM(­%, W,& and W ton bW of out bnowsedlo,SttVP.ItoiYMC,M50ritsIMO K0Y%10"0f0dwCl1 i,-,o iM 1t,CW6r,W01lwh" arc 411*311,4 Flh.tleOaWMinAtDilOttM4W4,0111ylrA t1WUk1A3CQW0MPW0,J awtlq mom*, of ullow" Inn sow to-PI NvUlty(if Wit w.4, !;Iruel"4,M:ilr�Utid;inatyVtot4i,illb(tWOM.Mtrlpqmvwoenglt,e,; WW Kpr� lomwall., com . 'W 1� , � I '. ,� ,� v * 4 it Z AF$k , AAA I* �� . . - . . �* , *. I* 4 1 - I * 11-*.1 4 I A *# � , 44% * I *' 1-1� 11* 4 � 4 11 � * 11�1 * A # ;A V 4 ­ , 9 11 ,�, � A " # 4 X! * A t, 's- i.I * 4 , * , KujVonj Construct ion Manual 95 a Cn Z 0 (0 - > ui X Z 1� (L "14- I < M T C=) " W LU 0 = < U) C-4 0 _J _J V) < l.- ,) 0) Z I 01 (D X < U') < U) T C=) " Z _J 00 (D X < _011 A- > _�_ 11 - c) . . W UJ W LL1 y 0 W pj K 0 d Z < W �1 DO () a- :2 CL !%4 J = , i� ..J Ill � W 0 . (3 to4":2 N' " - _ J [)� cIf co a- U) UJ 7- W >_ F_ 0 I_ [- Z LL - �5 0 :D Z LL 0 _J W _J � W 2 < W W Z M _J W < (D U') T C=) " 0 > 00 N_ M _011 A- to _�_ 11 - c) . . W T1_ W LL1 y --) - I-• V- pj K 0 IA �1 DO d, - 0 & - 4 t n CMD !%4 J = , i� ..J iii:0 Z < . (3 to4":2 N' " - _ J ,1W 03 0) CZ) CY) N 111;t L u-) N- (z �z C14 1 Z) N_ Q.. U) - -.4 < _-J -1 1q. 1­4 (Z) oft 1 00 -...i Z Z 0 .� -, - X * - U) _.� 5; M .1 � 1 6 � Z Q 0) U Z 0 N Cls I, Z00 - r" C/) z "�J. 11:( U (Z� a�0_ �- )- 0 (Z) � - It­ %%.�_ 11 N -.4 U C 0% 2 a W W : �i4r ,..--, Z 611.1: !-, ...... �'g. - , �� 1L)% � 0`11,1% J! � . : . I T Z �� ��� �.. Nr 0 : C) 0 9 M Z) C t Z R. V) C 0 0 1-1 Ln 4) a W .F_ tu CM C: 01 L2.01 TREE STAKING DETAIL - SECTION SCALE: N.T.S. 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF 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 02 L2.01 0 co Common Name ISize Ispacing I Root I Notes 10 Year Canopy IQTY. IScienfif;c Name Ilex cornuto 'Needlepoint' Common Name 1.5' Ht. IEcotype I 1 1 AG Amelanchier canadensis 'Autumn Brilliance' Serviceberry 8' Ht. AS SHOWN B &B 1`30 Grasses PL Prunus lourocerasus 'Otto Luyken' Otto Luyken Laurel I 5 BN Betula nigro 'Heritage' _._ ......... River Birch __... . _ 2 1/2" Cal. AS SHOW N B &B 464 3.2 oz - - Agrostis hyemalis Winter Bentgrass NC 17 CK Corn us kovsa Kousa Dogwood 8' Ht. 'AS SHOWN B &B 128 3.2 oz - --.... - -.__. A rostis erennans g p _. Autumn Bent grass 9 . - .... ' PA _ - - - I 37 IN _. ilex x Nettie Stevens Nellie Stevens Holly 4' Ht. 15' O.C. .. ...............B &B -- -- 44 4.51bs b - Andropogon virginicus Broomsedge MO a 56 JV Juniperus virginiana Eastern Red Cedar 4' Ht. ! 15' O.C. B &B 16 - .- - 1 lb Chasmanthium laxum Slender Woodoats :NC t.._. .._ 13 LS __._ .. _._... ._. _ -.. . Liquidambar styracifl va '_Ward' 'Sweetgum 2 1 /2" Cal. AS SHOWN _ B &B :238 _ 4 Ibs Elymus virginicus Virginia Wildrye PA 34 PA Platanus x acerifolia London Planetree L 3 1/2" Cal. 35' O.C. B &B 479 - 9.6 oz ;Eragrostis hirsuta Bigtop Lovegrass VA j 53 QP _ . Qvercus Phellos Willow Oak 3 1 /2" Cal. _ AS SHOW N _ B &B 419 ................. 2.8 Ibs Panicum once s p Beaked Panicgrass - -.. VA or MD ...- - - ------ _ -_ 10 UA Ulmus amerrcana Valley Forge' American Elm 3 1/2" Cal. 'AS SHOW B &B :535 6.71bs Schizachyrium scoparium Little Blues #em iPA or any 22 U P Ulmus parvifloro 'Allee' �Allee Elm 2 1/2" Cal. AS SHOW N B &B ........ 510 Total: 20.0 Ibs _ .._.. u_ w. .................._........___. CL - __............ _ .._......._.......- ............ _ ...................... ......................_......._ Chasmanthium latifolium ._.... River Oats F..... .... .............................. ....... ......... ......... .. .. .......... ......... ..... .... OVRLL SITE SHRUBS 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 SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING TI BED O IN IN PLANTING S - SECTION TREE OR SHRUB ALE: N.T.S. 03 L2.01 4" ORGANIC COMPOST TILLED INTO TOP 6" OF TOPSOIL PROFILE TO CREATE A 10" MODIFIED ROOT ZONE. 6" OF TOPSOIL FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH= ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1' -0" INTO UNDISTURBED SOIL BELOW ROOTBALL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE SCARIFY FACE OF SUBGRADE PRIOR TO APPLICATION OF TOPSOIL RIP WITH SINGLE -TOOTH RIPPER OR OTHER MECHANICAL MEANS TREE PIT DEPTH= ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 26" DEPTH OF DECOMPACTED SOIL PRIOR TO APPLICATION OF SOIL, SCARIFY FACE OF SUBGRADE SUBGRADE TREE OR SHRUB PLANTING SOIL - SECTION SCALE: 1" = 1' -0" 92 1C0 Ilex cornuto 'Needlepoint' Needlepoint Holly 1.5' Ht. 5' O.C. :CONY. 76 ICR Ilex crenata 'Steeds' Steeds Holly 1.5' Ht. 50.C. CONT. 5 PL Prunus lourocerasus 'Otto Luyken' Otto Luyken Laurel 2' Ht. 3' O.C. CONY. i 8l a$2 VB Viburnum x burkwoodii Burkwood Viburnum 1.5' Ht. ;50.C. ICONT. 115 VP Viburnum x pragense Prague Viburnum 1.5 Ht. 5O.C. CONT. 56 I of . V 3 3 135 VbC Viburnum x burkwoodii ' Conoy Conoy Viburnum 3 ga 4 VA Vitex agnus- castus Chaste Tree 8' Ht BUILDING FOUNDATION PERENNIALS & GRASSES °As Shown B &B �3' O.C. :CONT. As Shown B &B As Shown 'B &B �3' O.C. CONT. 3 O C. CONT. 3'0.C. CONT. 3' O.C. CONT. 3' O.C. CONT. 3' O.C. CONT. 3' O.C. CONT. 7 female to 1 male plants ('Jim Dandy' W int 3' O.C. CONT. 3' O.C. CONT. As Shown B &B 3' O.C. CONT. 3' O.C. CONT. 3' O.C. CONT. As Shown B &B 3' O.C. CONT. As Shown B &B 169 BUILDING FOUNDATION TREES & SHRUBS Aster divoricatus - White Wood Aster 3 qt. 7 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry :8' Ht. Thread Leaf Blue Star 6 i AA Aronia arbutifolia Red Chokeberry 3 gal. Amsonia tobernoemontano 15 CC Cercis canadensis Eastern Redbud 8' -10' Ht CC 4 CF Corn vs Florida Flowering Dogwood 8' Ht. 115 49 i CS - Corpus sericeo 'Cardinal' _ - -- Red Twig Dogwood - 3 gal. CONY. 68 DG Deutzia gracilis 'Nikko' Slender Deutzia 3 gal. 30" O C. 117 FG Fother ilia aordenii 'Mount Ai Dwarf Fothergilla '3 cial. 3 qt. 165 IcH Ilex crenata 'Helleri' Helleri Holly 3 gal. Hairy Alum Root 122 ICR ilex crenoto'Steeds' Steeds Holly 4' Ht. 3 81 1 gS ilex glabra 'Shamrock' Ink Berry Holly 3 gal. PA 5 I V Ilex verticilatta 'Red Sprite' interberry 3 gal. 227 59 IT ilea virginica 'Henry's Garnet' Virginia Sweetspire 3 gal. :CONT. 75 ItL itea vir inica 'Little Henr Virginia Sweetspire 3 gal. 30" O.C. 2 MV Magnolia virginiana Sweetbay Magnolia 8' Ht. 3 qt. 49 MC Myrica cerifero 'Don's Dwarf' Wax Myrtle 3 gal. ®0 146 PL Prunus laurocerasus 'Schipkaensis' Cherry Laurel 4' Ht. cordifolia ....... .....................__.......................__._.. ...._.._...._...- 164 RA Rhus aromatics 'Gro -Low' Gro -Law Sumac 3 gal. -4- TO Thujo occidentalis 'Nigro' Arborvitea 8' Ht. 56 I of . V 3 3 135 VbC Viburnum x burkwoodii ' Conoy Conoy Viburnum 3 ga 4 VA Vitex agnus- castus Chaste Tree 8' Ht BUILDING FOUNDATION PERENNIALS & GRASSES °As Shown B &B �3' O.C. :CONT. As Shown B &B As Shown 'B &B �3' O.C. CONT. 3 O C. CONT. 3'0.C. CONT. 3' O.C. CONT. 3' O.C. CONT. 3' O.C. CONT. 3' O.C. CONT. 7 female to 1 male plants ('Jim Dandy' W int 3' O.C. CONT. 3' O.C. CONT. As Shown B &B 3' O.C. CONT. 3' O.C. CONT. 3' O.C. CONT. As Shown B &B 3' O.C. CONT. As Shown B &B 169 AD Aster divoricatus - White Wood Aster 3 qt. 24" O.C. CONT. 135 AH Amsonia hubrichtii Thread Leaf Blue Star 3 qt. 24" O.C. CONT. 56 AM Amsonia tobernoemontano Blue Star 3 qt. 24" O.C. CONT. 189 CC Caryopteris x caanodensis Bluebeard 3 qt. 24" O.C. CONT. 115 EC -M Echinacea purpureo 'M agnus' Purple Coneflower 3 qt. 24" O.C. CONY. 256 ES Eragrostis spectabifis 'Purple Lovegrass 3 qt. 30" O C. CONY. 197 GM Geranium moculatum 'Rozanne' Rozanne Geranium 3 qt. 18" O.C. CONY. 512 HV Heuchera viliosa 'Autumn Bride' Hairy Alum Root 3 qt. 18" O.C. CONY. 349 NF 'Nepeto x fassenii 'Walker's Low' Catmint 3 qt. '24" O.C. CONY. 123 PA Perovskia atriplicifolia 'Little Spire' Russian Sage 3 qt. 24" O.C. CONT. ...._....................._ ...._....._......._....- ..._... 227 ................ ... ... ...... PvH .............................__ ........w.............._ ........... ......... .... ............ Panicum virgatum 'Heavy Metal' _............_.... __..... ..... - .___........ Heavy Metal Switchgrass ... ................... 3 qt. 30" O.C. :CONT. 196 PvS Panicum virgatum 'Shenandoah' Shenandoah Switchgrass 3 qt. 30" O.C. CONY. . ............. . 116 SS _ ..._ _...�.._....._..... _._.__ .... . ........................... Schizachyrium scoparium _ _ .. _..... Little Bluestem 3 qt. 24" O.C. _ ':CONT. 330 SH Sporobolus heterolepis _ Prairie Dropseed 3 qt. - 24" O.C. CONT. ...... ................... .._...... _.TC .._..Ti...... cordifolia ....... .....................__.......................__._.. ...._.._...._...- ._._..__.....- Foamflower,..._. -3 qt. __...._......._._...........;................................................... 12' Q.C. ............................... CONT. =BIORETENTION PLANTINGS 344 ;CP Carex pensylvanica Pennsylvania Sedge -.__ ........... _.__. _..._.........w.u..... -_ -_. 2" plugs 18" O.C. ;CONY. ............................ ........................ 16 _ .._.. u_ w. .................._........___. CL - __............ _ .._......._.......- ............ _ ...................... ......................_......._ Chasmanthium latifolium ._.... River Oats 2" plugs 30" O.C. . CONY. County of Albemarle 34 CG Chelone glabra Turtlehead 2" plugs 18" O.C. 'CONT. Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111- 284 -111 -297 for complete specifications) 4 IV Ilex verticil atto 'Red Sprite' W interberry 3 gal. 3' O.C. CONT. 7 female to 1 male plants ('Jim Dandy' W int 1. The following items shall be shown on the plan: 43 Ilve Iris versi color ..................-............ ........... _.... .......................... Blue Flag Iris .............,....__.;....._.... .............._................ ,............__.._..._.,..... W_..........., :2" plugs .................__............ 18" O.C. ...._....... Y CONT. ...w_.._...__.._ reestobesaved; ...._.,............ 31 ................................ 'JE w................ Juncus effusus Soft Rush 2" plugs 30 O.C. CONY. Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing: 52 LC Lobelia cardinalis Red Cardinal Flower 2" plugs 18" O.C. iCONT. __.. . Grade changes requiring tree wells or wails; 48 ............ LS _.. .. _ ..... Lobelia siphilitica __ _ Blue Cardinal Flower 2" plugs 181, O.C. CONT. ( Proposed trenching or tunneling beyond the limits of clearing. 97 PvS Panicum virgatum 'Shenandoah' Shenandoah Switchgrass :2" plugs 30" O.C. CONY. Markin s: !...._.._,.... 2 g ....._.. _.,___ ... ............................... _....,., .,.., ...... ............................... ............. ... _...........__. ........ ... ............. .............__................ ...-....,.......,.,.......... ..............._............... W...................._..,. _.. ........ ..........................,.... ,. _......................., ....._.._.. , ....,. _.._..,............. w.,. .............................. . ... ,... ........ ......... ........., All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 37 Large Shade Trees No grading shalt begin until the tree marking has been inspected and approved by a County Inspector. 38 Large Shade Trees 3. P e- Construction Conference: Requirement: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: f NOTE: 2Sq Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE to be saved. .Provided: 63 Large Shade Trees MAINTAINED AT, MATURE HEIGHT: THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND s. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH 6. F• es: OF THE PLANT. b saved. f he do ime of trees to e Fires are not pen milted w�thm 100 feet o t p ............ ........................................... ............................... 7. T xic Materials: =Gross Site Area Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. ,LANDSCAPE CALCULATION S ............................... ......................................... ............................... 8. Protective Fencing: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. s ........ ......................... ............................... .......................... in shall be in lace and shall be inspected and approved b a County Inspector prior to grading or construction. Fencing p P pp y Entrance Corridor Road frontage 9. T e Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail ' 'Requirement.- 1 Large Shade Tree 3 1 /2" cal. per 35 Linear Feet of Road q g Frontage submitted for approval. :Flowering Ornamental Trees interspersed among Large Shade Trees 10. Tree Walls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail 5th Street 1580 Linear Feet submitted for approval, 11. Tr nchin and Tnnnerng: Required: 45 Large Shade Trees When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling feeder - - - -- - -- - Provided: 30 Large Shade Trees under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy roots. 26 Flowering Ornamental Trees 12. Cl ann : protective fencing shall be the last items removed during the final cleanup. Existing trees to remain t o satisfy remainder of requirement 13. Damaged Trees: Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. ...... ............ . . Interstate 64 :1550 Linear Feet NOTE: IT iS THE DEVELOPER'S RESPONSiBiLiTY TO CONFER WiTH THE CONTRACTOR ON TREE CONSERVATION - ---- Required: 44 Large Shade Trees REQUiREMENTS. Provided: 4 Large Shade Trees -------- ... - -_. _....._... _ _ . _ 2 Flowering Ornamental Trees ,NE (D "PE) Existing trees to remain to satisfy remainder of requirement CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 interior Parking Lot Trees Requirement: 1 Large Shade Tree per 10 Parking Spaces Parking Spaces 366 1 ,Required: 37 Large Shade Trees Provided: 38 Large Shade Trees . . . ... . .. . ..... . . . . .. . . . . . . . . . . . . .. . . . ... . .. ..... . . .. . .. . . . . . ... . . . . . . . . . . . . . ........... ...... ... .... . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . ... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .......... ... . .... ..... .. . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . .. .. .. . . . .. . . ............................ ,Perimeter Parking Lot Trees Requirement: 1 Large Shade Tree per 40 Linear Feet of Parking Lot Perimeter 2,476 Linear Feet iPerimeter Length Required: 62 Large Shade Trees .Provided: 63 Large Shade Trees TreeCan..o..... ..................... ................... ..... Require mentp.Y... : 10% of Total Area 555,910 -- - Total Area =Gross Site Area 673,873 ( -) Rec. Areas 36,640 ( -) Pond Area 39,204 O Wetland Area 42,119 .... .... Required: 55,591 Provided 102 219 wate rstreetstu d i O landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 L s'�,�VpEf ATtC�� 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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W/ I_ / + ++ revisions F- d W w \ \ \ \ \ < < 1 / SITE PLANTING PLAN \ \ \ \ \ \ / �/ / sheet title W W W ---_ —_ O—� —`'" "-- `" - — --'- -- _'-- ---_. '-- � `-- — � `� �--_ ''_- -•,,. --•_ --- -''. ---_ �`"' --` •- \ . \ \ \ \ � � \ \ � sheet number G� j = p u-v'te ( S E L 1.05 MAT�HLINE : , ­ \ VV LU ; v \ � , , +♦ v va + v J , r \ \ vv � a ..... -... ... , . ............ N • \ 4B I 8U P \ .. v u vv \ 1 .1- vv \ vv z vv v 'w v vvv v \ \ l vvv INFORMAL RECREATION SPACE (8,000 S.F.) �\ \\ \ \ BIORETENTION PLANTINGS -OPEN LAWN TO BE USED BY RESIDENTS FOR \ \ \ \ \ \ \ \ \\ \ \ \ \ -MIX OF EVEGREEN & DECIDUOUS SHRUBS, / �w� j 2W CORN -HOLE, BOCCE BALL, ETC... 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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 3 02/11/16 SITE PLAN /ARB COMM. 2 12/14/15 SITE PLAN COMMENTS 1 12/7/15 ARB COMMENTS revisions BUILDING 2 & BIORETENTION PLANTING PLAN sheet title 00 0 sheet number r, aq +e +r 4�' w a t e r s t r e e t s t u d i o landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 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 3 02/11/16 2 12/14/15 1 12/7/15 revisions SITE PLAN /ARB COMM. 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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 5 PLANTING PLAN sheet title sheet number _� — - j— 114