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Home My WebLink AboutSDP200500003 Plan - Approved Final Site Plan and Comps. 2006-02-03r In IN SITE DATA LEGAL REFERENCE TM 90 PARCELS 32 MAGISTERIAL DISTRICT SCOTTSVILLE MAGISTERIAL DISTRICT SOURCE OF TITLE DB 1936 p.291 DB 427 p.521 DB 320 p.313 (plat) DB 205 P.022 (plat) UNRECORDED PLAT BY TOM BLUE DATED JUNE 9, 1975 UNRECORDED PLAT BY ROUDABUSH, GALE G ASSOC. DATED MARCH 24, 2004 OWNER WEATHER HILL HOLDING, Ltd. 703 E. JEFFERSON ST. CHARLOTTESVILLE, VA 22902 DEVELOPER SAME AS OWNER CONTACT PURCHASER SAME AS OWNER PLAN PREPARER ROUDABUSH, GALE AND ASSOC., INC. CONTACT PERSON: MATT WENTLAND ZONING ZONING R-6 WAIVERS: NONE VARIANCES: WATER TOWER HEIGHT AND SETBACK MODIFICATION APPROVED BY PC MAY 24, 2005 PROFFERS: ZMA #2004-03 OVERLAY DISTRICT: NONE BUILDING HEIGHT LESS THAN 35' SETBACKS BUILDING PARKING FRONT 25' 0' REAR 20' 0' SIDE 10' 0' ON ATTACHED LOTS, A ZERO SIDEYARD SETBACK SHALL APPLY ALONG COMMON WALLS AND FOR ANY ACCESSORY STRUCTURES ALONG THE RESPECTIVE PROPERTY LINE. THE MINIMUM BUILDING SEPARATION ON THIS PROJECT IS 20' AS PROVIDED IN SECTION 4.11.3. THE MINIMUM SINGLE FAMILY LOT SIZE IS 7,260 sq ft �II STONY CREEK DRIVE K"' AVil�.j)N 'I" A_"6Z_ Iq ,S1UBDIV_.1[ .1 N so ALBEMARLE COUNTY, VIRGINIA DATUM LINETYPES U.S.G.S. SOURCE OF TOPO AND BOUNDARY SURVEY w WATERLINE ROUDABUSH, GALE AND ASSOCIATES, INC., FIELD SURVEY G S ^ SANITARY SEWER General Construction Notes for Public Streets JIM BELL AERIAL TOPO SITE BENCHMARK -E- - STORM DRAIN 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained WALL NEAR EASTERN PROPERTY from the Virginia Department of Transportation (VOOT). This plan as LOCATED IN LINE ALONG_WALLAVON ST. drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the, requirements of the permit shall govern. PAVING SPECIFICATIONS: 2. Construction inspection of all proposed roads within the development LAND USE SCHEDULE will be made by the County:The contractor must notify the Department * PROPOSED STREETS of Engineering (296-5861),48 hours in advance of the start of construction. EXISTING % PROPOSED % ARDEN DRIVE 3. All materials and construction methods shall conform to current * 10" - #21A AGGREGATE BASE MATERIAL specifications and standards of VDOT. All excavation for underground BUILDING 1400 SF. 0.3% 33,545 SF. 7.7% * 4 - BM 25.0pipe installation must comply with OSHA Standards for the Construction PAVED 0 SF. 0% 78.584 SF. 18.1% * 2 SM 9.5A Industry (29 CFR Part 1926) . OPEN 433,156 SF. 99.7% 322.427 SF. 74.2% HATHAWAY STREET 4. Erosion and siltation control measures shall be provided in accordance TOTAL 434.556 SF. 100% 434.556 SF. 100% * 10" - #21A AGGREGATE BASE MATERIAL I with the approved erosion control plan and must be installed prior to any * 3" BM 25.0 clearing, grading or other construction. IMP. COVER IN TH LOTS 65,570 SF. * 2 - SM 9,5A 5. Upon completion of the fine grading and preparation of the roadbed OPEN SPACE TO BE HELD 108,900 SF. 25% TUDOR COURT '& ALLEY subgrade, the contractor shall have CBR tests performed on the subgrade IN COMMON OWNERSHIP * B" - #21A AGGREGATE BASE MATERIAL soil. Three (3) copies of the test results shall be submitted to the County. If a * 3" - SM 9.5A subgrade soil CBR of 10 or greater is not obtainable, a revised pavement PROPOSED USE SCHEDULE design shall be made by the design engineer and submitted with the tests * SIDEWALKS results for approval. PUBLIC R.O.W. 68,403 SF 1.57 Ac. * 4 #21A BASE MATERIAL 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. SF LOTS 135.687 SF 3.11 Ac. * 4" CONCRETE The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be 'achieved. TH LOTS 120,501 SF 2.77 Ac. 7. Surface drainage and pipe discharge must be retained within the public GROSS RESIDENTIAL DENSITY right-of-way or within easements prior to acceptance by VDOT. All drainage PARKING SCHEDULE outfall easements are to be extended to a boundary line or a natural watercoursie. t The contractor shall field verify the length of all storm drainage pipe.`' PARKING REQUIRED GRD = TOTAL LOTS/TOTAL ACREAGE B. Guardrail locations are approximate. Exact length, location and appropriate end = 44 TOWNHOMES X 2'SPACES/TH treatments will be field determined at the time of construction. Additional guartdrail + 44 TH X 0.25 GUEST SPACES/TH TOTAL LOTS 59 may be required at locations not shown when,, in the opinion of VDOT, the Director of = 99 SPACES TOTAL ACREAGE 9.976 AcEngineering, or the Directors designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the GRD = 59/9.97 = 5.91 DU/Ac . PARKING PROVIDED face of guardrail, and roadway shoulder widths shall be increased `to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall 105 'SPACES PROVIDED conform to VDOT CG-9 (A, B or Q. WITH 30 IN GAIpAGES AT 420sgft/g6rage 10. Where rural crass sections are installed, all residential driveway entrances shall I AT A TYPICAL ,.,SIZE OF '10'x20' FLOOD ZONES � -.: conform to VDOT standard PE-i. PROJECT Di :i�'SIPTION' THIS PROPERTY DOES NOT LIE IN A FLOOD HAZARD AREA 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage - channel when, in the opinion of VOOT, the Director of Engineering, or the Director's I AVON PARK SUGn?'y JSION IS A PROJECT PROPOSED l designee, it is deemed necessary. I BY WEATHERHIILr��1ES, LTD. THAT WILL RESULT IN 2. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained ). SIX TOWNHOUSE 6UII_DING PODS WITH 44 TOTAL UNITS on all residential subdivision streets. Additional clear zone may be required depending �• AND 15 SINGLE FAMILLY LOTS. THE DEVELOPER INTENDS on the category of road design. TO SUBDIVIDE INDIVIDUAL UNITS UPON COMPLETION OF WATER RESOURCE AREA 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as f CONSTRUCTION F"G? 11NDIVIDUAL SALE. THE DEVELOPMENT shown on'the typical pavement section detail, shall be strictly adhered to. The cross IS PROPOSED ON;APPROXIMATELY TEN ACRES. slope shall be maintained as shown on the plans. Exceptions will not be allowed. * THIS SITE LIES WITHIN A: 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and ; * DEVELOPMENT AREA installed by the developer prior to acceptance. Signs and their installation shall I r NOTES conform to ''Albemarle County Road 'Naming and. Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control, Devices:_ They RESERVOIR WATERSHED * THE FACES OF'` -!HE BAY WINDOWS ON THE .TOWNHOMES SHALL NOT BE WHITE. locations of all signs are shown on the plans. The developer shall be responsible i t . for maintenance of the signs until the roads have been accepted into the state- * THIS SITE DOES NOT LIE WITHIN A RESERVOIR WATiERSHED. secondary `road system. The speed limits to be posted on speed limit signs are PLAN. SCALEAND DIMENSIONS: - to be determined- by VDOT "prior to acceptance. The speed limit is to be pasted 5 mph below the design speed. „ .,• . , * DO NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS d5. Road plan 'approval is subject' to final subdivision plat validation. Should the final . p project p• p signing d recordation, then approval of these SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY TRIP GENERATION lat for this ro'ect expire prior to si nin an } DISCREPANCIES TO THE ATTENTION OF THE SITE ENGINEER. plans shall be null and void. * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD 15. Traffic control or other regulatory signs or, barricades shall be Anstalled,by the VERIFY ALL DIMENSIONS. 15 SFL X 10 TRIPS/DAY = 150 TRIPS/DAY developer when, in the opinion of the Director of Engineering,, or the Director's 44 TH X 6 TRIPS/DAY = 264 TRIPS/DAY designee, they are deemed necessary in order to provide safe and convenient access. UTILITIES' TOTAL ADT = 414 i 17. Use VDOT standard CD-i or CD-2 underdrains under the 'subbase material at all V cut and fill transitions and grade sag points, 18. A video camera inspection is required for all storm sewers and culverts that are .deemed * IT IS THE CONTRACTORS RESPONSIBLITY TO FIELD VERIFY THE EXACT � - LOCATION OF ALL 'EXISTING UTILITIES. inaccessible to VDOT inspections and are to be accepted into VDOT s maintenance program and ownership. The video inspection shall e conducted in accordance with VDOT's'video PROPOSE BUILDINGS WILL BE CONNECTED TO PUBLIC WATER �'-. P P b * ALL'PROP D camera inspection procedure and with a VDOT- and/or County inspector present. In addition , TABLE OF CONTENTS AND SEWER. if high -density HOPE i e'or pipe system is installed the contractor and , ,. 9 ,Y( )PP , a:re rase at v p p y "re -construction meeting for P nt i e from ` he pipe manufacturer should , hold ?ap g w.: ` � nstallat on t =Th f t` h 1d s e d- m u of two hours on the � �' � SHEET 1 - - - - COVER SHE ET VICINITY MAP N. T.S. eaining.-:,e pope,manu ac urer.s.ou _p n a__inim m l ,• job site 'during the initial ,pipe.°installation. `SHEET 2 --- OVERALL 'PLAN `SHEET 3 - - - - LAYOUT 'SHEET SHEET 4 - - - LAYOUT SHEET SHEET 5 - -- GRADING & UTILITIES SHEET GENERAL WATER AND SEWER CONDITIONS r v .SHEET 6 ---- GRADING & UTILITIES SHEET General Construction Notes for Private Streets SHEET 7 =- SANITARY SEWER PROFILES do e Albemarle County =-= 1. Work shall be subject to inspec n by the A bemar un y r SHEET -'8 SANITARY SEWER PROFILES Service Authority.inspectors. The contractor will be _ . P; SHEET 9 ---- STORM 'D i• Prior to an construction within an existing <ri ht- a including R RAIN PROFILES responsible for 'notifying the proper service authority' � Y Y i 9 g of w y,.:;�.nc u ng . • SHEET 0 --- officials at the start of the work, connection to any existing road, a permit shall be obtained from the Virginia x, T 1 STORM DRAIN PROFILES Department of Trans ortation VDOT). This plan as drawn may " not accurately ;_ SHEET 11 STORM D 2. The location of existing" utilities across the line of P P (VDOT). P Y r - Y., . RM RAIN' PROFILES e' proposed work are ,not'necessarily`shown on the plans reflect the requirements of the permit. Where 'an discrepancies occur the k --- th p. p p. .. q P _Y p ;.. ::SHEET _12 ROAD PROFILES re uirements of the ermit.shall d' e own are 'o l approximately correct. The 9govern. an where shown, r ,,n Y aPPr, m y : ,P SHEET13 ROAD PROFILES 2. Construction inspection of''all'proposedoa contractor. shall on his own ..initiative locate all n p r ds within the development willbe --- made by_ the County.' The contractor must notify the Department of EngineeringSHEET,; 14 LANDSCAPE PLAN .underground lines and `structures as necessary. y P;, _---- 3. All materials and construction shall comply with the ..current `(296 5861) 48-hours >in .advance of :the start of construction. :• :�.�• -SHEET ;15 - :LIGHTING PLAN 9. All materials and `ca construction methods al v =__ edition of the General Water and Sewer Construction S ecifications r , . n m h ds shall conform current ,specifications SHEE P .; ., T 16 --LANDSCAPE DETAILS ., as adopted b the Albemarle County'Service Authority.and standards of VDOT. All `excavation for undergroundpipe'installation must r' P Y9 SHEET Datum or all elevations shown i National Geodetic Surve . " comply 'with.OSHA'Standards far he Construction Industry 29 CFR Part 1926 . s H T 17 LIGHTING DETAILS 4. Da f i h wn n N n Y P.Y.. Y, ( ) ., ---- ❑ i i a 4. Erosion and siltation control measures shall e` provided in_accorda accordance with t SHEET 18 LANDSCAPE DETAILS 5. The contractor shall be 'respos�ble for not f ng a b p n h he -;,,� , -a roved erosion control la - Miss Utilti-(1-800-552-7001). - � PP p n and'must pe;installed prior to an clearin , radinc Y Y- 9 9 .9 or other construction.SHEETS 14 _THROUGH 18 ARE _PREPARED B 6. All water and sewer pipes shall have a mimimum of�p r� C .., 3 feet of cover measured from the top of pipe, over the OL 5. Upon completion of fine grading and preparation of the roadbed subgrade, the Steve ;Edwards P P P, 9 P P 9 , centerline of the pipe, This includes all fire hydrant contractor shall have CBR tests performed on the subgrade soil. Three 3 copies P P v P. 9 OTerra Concepts, P.C. P lines service laterals and waterlines,etc.' of the test results shall be submitted to the 'County.' -If a sub rode soil CBR of 10 or j� 9 2D0 6th Street N ( � % E s greater is of obtainable, a vise '` I e d � nrevised pavement design shall a made the design t e. t 7. All water and sewer appurtenances are to b locate 9b b :- Charlottesville, Virginia 22902 outside of roadside`dpittches. engineer, and submitted with the test results for ' approval. 9 - 6. All slopes and disturbed areas are to e 3 , 8. Valves on deadend line shall be rodded to provide adequate P b be fertilized, seeded and mulched. The .,, 4 4. 295.6496 .�• restraint for the valve, durin a: future extension of the line. maximum allowable slope is 2.1. (horizontal.vertical). Where reasonably obtainable, 9 Y .; lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public ri ht-of-wa or within easements prior to acceptance by the County. All drainage outfall easemnents: are to be extended to a boundary line or a natural watercourse. ALBEMARLE COUNTY ENGINEERING B. Guardrail ' locations area approximate. Exact length, location and appropriate � PP 9 : PPropr to end t: treatments. will be field determined at the time of construction.t' ,. Additional guarddrail may F. , GENERAL CONSTRUCTION NOTES FOR SITE PLANS be re uired at locat ions not shown ' when in the o in ion of the ' Director of En ine:er i APPROVAL or the Director's designee, it is 'deemed necessary. When guardrail' is required, it shag e installed four 4 feet offset 'f o e b. O f from the edge of pavement to the face of guardrail, and ,n 1. Prior to commencement of any ,construction ;wrthin'any existing right-of-way, including connection to an existing road roadway`'shoulder widths shall be increased to seven (7) feet; public 9 Y. -9 Y 9 9. Where urban cross sections are installed 'allresidential driveway entrances shall, a permit shall be obtained from the Virginia Department of _DEPT. OF PLANNING VIRGINIA DEPT. OF HIGHWAYS p P conform : to VDOT CG 9 (A, B or C) . Transportation V.D.O.T.. This plan as drawn may not accurately P (• ) -P Y y - 10. Where rural cross sections are installed all residential driveway entrances shall & COMMUNITY DEV , reflect the requirements of the permit. Where any discrepancies :' Y h conform to VDOT standard PE-1. occur the., requirements of the permit shall govern. -. .' q -• 9 11,`Paved rip -rap or stabilization mat lined ditch may be_re required to stabilize r i 2 l paving, drainage elated' aerials d co P P„ Y q b a d a� Wage . Al p ng, d g r materials an construction ,. channel when, in the opinion of the Director of Engineering, or ehe Directors ,des�i nee, shall conform to current specifications and standards of :V.D.O.T. 9 9. r' it is deemed necessary. '/016 unless otherwise noted. , : ear o o e e 12. A minimum clear zone f eight Ofeet from the edge of pavement shall be maintained on 3. Erosion and siltation control `measures shall be provided in accordance 9 9 P P DEPT. OF, ENGINEERING VIRGINIA DEPT. OF HEALTH t the approved erosion control d ' all subdivision streets. with h app ved ero n.c ntr plan ,an .shall be installed ,; � prior to any clearing, grading ❑r other construction. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as ;shown • on the typical pavement section 'detail shall e strictly adhered to. Exceptions i t 4. All slopes and disturbed areas are to be fertilized, seeded and <- YP P b ywr 11 no be allowed. mulched. The maximium allowable slope is 2:1 (horizontal.vertical): - 14.,Upon'completion"of the roadway construction, street name signs shall be installed Ib the Where. reasonably obtainable, ,lesser `slo es of 4:1 or better are ' •. 9 Y - P developer at all street intersections. Signs 'and their installation shall conform to to be achieved. - _ Albemarle County Street Name. Sign'Requirements .The developer: shall be responsible --.. 5. Paved, rip rap 'or stabilization mat lined ditch may be required for maintenance of signs until roads have been accepted. DEPT. OF; ZONING ALBEMARLE COUNTY 06 when in the opinion of the Albemarle .County. Director of ,-,; _ . _. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat Engineering, or>the Director's des t - , �: g g, r designee, z is deemed necessary for this project expire prior to signing and recordation,.'t en SERVICE AUTHORITY in order to stabilize a drainage channel. t; �' P .] P P 9 9 h approval of these shall 6. All traffic control signs'shall'conform with the Virginia. f be null and void. , /► 16.`Traffic control or other regulatory signs or barricades shall be installed b the.devel❑ er` Manual for Uniform Traffic Control Devices. Y- P. Ox 7. Unless otherwise noted all concrete pipe hall - when, in „_the. opinion of .the Director of Engineering, or the Director's designee, tfney'are P P be reinforced necessary pipe'- C1 III: w;. deemed neces ary in order to provide safe and convenient 'access. All signs or other , concretep?p assU regulator devices shall conform with the Virginia Manual for-Uniform°Traffic Control' e LBEMARLE COUNTY FIRE OFFICIAL ALBEMARLE COUNTY BUILDING OFFICIAL B. All excavation for underground. pipe :installation must comply .,with Y 9 Devices. .,, -OSHA Standards for the Construction Industry (29 CFR>Part 1926). Y N i_. a Z U Z o � Z' 010 N Q 0 Qr c9° ccu1 cc Z OU ?o ®� Q. J Z w U l 1: W O JZ N cc N Qo rt ^, WLO U Ou. �? W o W !� OTC z 9 rn O Q� �00 W O o a REVISIONS 1. 3/18/05 COUNTY COMMENTS 2. 7/11 /05 COUNTY & ACSA COMMENT 3. 8/22/05 ARB COMMENTS 4.8/31/05 COUNTY & ACSA COMMENT 5. 9/8/05 COUNTY & ACSA COMMENT 6. 10/26/05 COUNTY & VDOT COMMENT 7. 11 /16/05 ACSA COMMENTS S. 12/22/05 COUNTY DATE JAN. 24, 2005 W d Z z z Q W o _ o r. c ..J Il. W co > d. ` Z -- F.. (n z 5 O Q p m J 'Z Q WW > U _r a Q Cl) U.. 0 2 W M r Q FILE NUMBER 8188 SHEET 1 /18 r a w cooO �. W N (_/) 0(D m� NCL 90 Q� 01= � Z OU �o O az JZ CC J w UQ �w "6� J -j N W oC Q' _ ZU Urn N Lu co Q� o coU oL Lu � ' o> �i LL o �o OZ W Q. Q� rco ow ®W = a REVISIONS 1. 3/18/05 COUNTY COMMENTS 2. 7/11/05 COUNTY & ACSA COMMENT 3. 7/27/05 ACSA COMMENTS 4. 8/31/05 COUNTY & ACSA COMMENT 5. 10/26/05 COUNTY & VDOT COMMENT DATE JAN. 24, 2005 SCALE III =50' CONTOUR INTERVAL 2 FEET z Q Z a® Z a. - w ...J z �' ® H N j � O U ®m ((� � LL W OrG W 0m Q ------------ FILE NUMBER 8188 SHEET 2/18 7r, LQ Forest Lodge Land Trust TMP 90 Parcel 5 Ag/Devel R1 MAXIMUM BLOCK FOOTPRINT 176' x 40' I I 1 1 - - - -I - - 0' REAR�BL - - - I o m TH TH TH TH TH TH TH TOWNHOMES MEASURE APPROX. 21' x 36' N32431'15"E 645.61' RESERVED FOR FUTURE CONNECTION I I I I �l 1 I I I 1 I- - - 20' R AR SBL t _ - I- - - - m , �o En �Uj o - -I- Q �w TH �-+ H J TH TH TH TH TH TH TH TH TH to �, STORAGE BUILDINGS MAXIMUM BLOCK FOOTPRINT B' x 6' TYP. \ 198' x 40' I R 5' Mill Creek Ph. 2 PUD Home Owners Assoc. TMP 90C1 Parcel Al Open Space Zoned PRO 13 CD Prop. "'L65 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 `n°�i- M LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 LOT 25 "' CG-12 - _ 20' REAR SBL Water H FF FF FF FF FF FF FF 693.50 o to ' FF FF FF FF FF FF FF FF FF o 1� I TH [�I Tower 695.00 695.00 695.00 693.50 693.50 693.50 692.50 692.50 692.50 692.50 691.00 691.00 589.50 689.50 689.50 0 120' ISEP.1 11.00' I FFLOT 24 685 00 I � � � -- 45.00' - 25' FONT SBL - 00 25' FONT SBL - ,CD � � I TH-- LOT 23 I BUMPER BLOCKS WILL BE o 32.00' o 1 1 ' CG-12 a �+ FF 685.00 USED NG 5' SIDEWAL � ,_ � u _ {-- I -- SPA�E�NFORETHA16I24 - TH r 1 LOT 22 - - CG-12 ,qXS F6 6' PLANTING o + o+ x�0 m FF 685.00 MAXIMUM BLOCK FOOTPRINT Ln 'q STRIP `'' �" Qti �2'�--- -- 4 _ 165' x 40' Ln 'r' J 1 cn TH LOT 21 1 m w 24' PRIVATE TYP. SECT B-B CG-12 �,-- + ROAD EASEMENT SEE SHEET 13 + �- ---- FF 685.00 cn - � m w x TH -- -- -- -- -- - L0 18' PAR NG I-, LU �- c- EA EME 1 F R 4.5 LOT 20 I w °�° 10' SIDE SBL o_ I 1 LO FF 685.001, o F_ - - - - R 20 ' PC 1+ . 00 ' cu cu o X LU - I T V R 20 ' 12 SPACES @ 13 SPACES @ 9 SPACES @ - -- -- TH - z � 1 I TRASH 9' x 18' ea. m TYP. SECT. LOT 19 a X rFF 1 , CG- 2 _ I ENCLOSURE 9' x 18' ea. 19' x 18' ea. ASIFF I A I Q a- I o2 53• t 11' x 13' TRASH - __ - FF 685.00 Pace, Jane T. Cn Cn50 BEGIN CURB MARKING ENCLOSURE TUDOR COURT Ingle Family Res. R1 oc TO DESIGNATE NO PARKING 1 TH able woZMtt206l1_,TMP 90 Parcel 33 w 11 x 3 , Q,unit-,n a_ o,< _.l�L_ _ __ NO PARKING SIGN 24 PRIVATE 1+0 cn. 1 LOT 18 I� � z Q TH m 00+9 UTILITY EASEMENT "-' " FF 685.00 �, co ----------------- ate+ o¢ IN LOT 43. 1 z M i w z STORAGE BUILDINGS FF 696.50 1 o w - TO CONTAIN: I- w I m _ LOT 17 1 Fox, Diane M. or Randy E. Q r+ , 1 SWING W/ 4 SEATS _< WI m FF 685.00 8 x 6 TYP. TMP 90 Parcel 31 - -� TH -- - x 1 SLIDE 0- w I1 Single Family Res. R1 1 LOT 44 N 2 CLIMBERS -_ _ TH T-- FF 696.50 1 rn ' 1 WHIRL 01 v I LOT 16 I STORAGE BUILDINGS I I NOTE: ALL CURBING IS 2 BENCHES "' CD FF 685.00 8' x 6' TYP. L - _ - 99'LE+� VDOT BID. CG-6 UNLESS GUARDRAIL W/ VDOT OTHERWISE SHOWN.25' '---------------- 53.00'L FRONT SBL _ STD. GR-6 END TREATMENTMAXIMUM RECREATIONAL AREA 25' FRT SBL BLOCK FOOTPRINT (FENCE , 40'LOT) rR 5' 70' x 40' ; BUMPER BLOCKS WILL BE FENCED TOT LOT) R 20' R 20' _ o TRASH CU (USED ON THE PARKING -- - ENCLOSURE _ (SPACES FOR TH 42-44 -- -- -- -- -- -- -SIDEWALK--Im'A `mr' 19' x S' T• 5 SOP / STREET -- NAME S GN' RESERVED FOR Q NOTE: PARKING IS RESTRICTED CG-12 FUTUREL 6+78.06 ` HATHAWAY STREET Q m 3 TO ONE SIDE OF STREET 0+00.00 �.. RESERVED FOR CONNECTION i w ''` 32' ROADWAY WIDTH �` E9 rr n- o I 18 SPACES FOR I I c FUTURE CONNECTION ' 4 0 54' BUCR.O. . o �, °C GUEST PARKING o o 00 0 o m @ 9' X 20' ea. J o + oCIDo + V CG-12 _- N o _ NOTE P RCHES EXT ND 4' I I - R 30' n MAXIMUM BLOCK F00 PRINT TOWNHOME MEASURE MAXIMUM BLOCK FOOT RINT 2+05' x 38' I , OR LESS NTO FRONT ETBACK , APPROX. x 35' , , , 1 0' x 38' I m STOP / STREET I + t t 1 t I I I I 1 1 ' m I1 , - - _ - -ITL- - - I 7A 25' FRONT) SBL o - - - - - - - NAME SIGN 25' FRON SBL Un _ I �c f ?�' FRONT SBL. R 30' ,! - J -- -- 67.20' m 1 1 I w Ln m - I - - - TH TH TH T TH TH TH I t I AFF ' "v c" I SF LOT 9 - --- PT 6+ 0 53 o LOT 1 LOT 2 LOT 3 LOT 4 L07 5 LOT 6 LOT 7 LOT 8 136.I23' 1 TH TH TH TH aTH LOTLOT m_< ;� F FF 1ST FL. FF 1ST FL. FF"1ST FL. FF 15 FL. FF 1ST FL.FF 1ST FL. FF 1ST FL LOT 9 LOT 10 LOT 11 LOT 12 L T 13w I w R 30' FF 1ST FL l EPAATIO FF 1ST FL. FF 1ST FL. FF 1ST'FL. FF 1ST FL. FF 1ST FL J 680.50 680.50 680.50 680.50 680'50 680.50 680.50 680.50 FF 1ST FL,680.50 I 6+00In -0 .� 0 680.50 680.50 680.50 680.50 680.50cucn LO NN103 ' 2 ' � o lm SIDE SBL 1 R 5' _, 10' -- ■ ■■CG-12 `�I I 20', REAR SBL 201' ACCESS EASE ENT PROVIDES ,,, i , , 20. REAR,SBBEGIN , DE SBL_ _ PARKING FOR TH LOT 1-15 o o Q'`- 10 SI - STOP o o c. -` J _ SIGN + ARE PRO IDED .IN G RAGES SINGLE AMILY LOTS o NO PAA ING SIGN ' T - - On "'ro BEGI I ; I SF LOT 8 \ _ CG-12 -N -20' RE S L - - - 1 t 20' REARS L o I 20' REAR S L 20' REAR S L 2 REAR SBL - - - R 20' R 20' - - - - - - = `�' o I 1 I I I 1 I 20 REAR SB� LU 1 - / �/' R 30" I 1 ICJ }• SF LOT 10 0I m , m f , w I Cr) in -1 °�° I SF LOT 15 Cn f / Z0� 5% 9p o i I I I o I wo ') 0 5F LOT 13 o I o SF LOT 14 Cn m R 164' tiTs� � � 1 �1 SF LOT 11 I o � 0 1 SF LOT 12 I cn i "' "' i n H i ,,:�.N , m _Ji �. 0 cn SF LOT 7 o I o 0 w I pip 1 `:I 25' FRONF T SBA I l _ I 1 � �I �f..1 � ) 1 y o :!I RETAINING WALL , I 1 MAX. 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CO m v Cu .r- 0 CD co m m rl- co r- cD ECO � II CO (D I— D F__ -J D z o O 'F---I a] > > > > z > > c: Z z H z z H H H H 51.50ft of 15" D a• RCP @ 1.000% 46 00ftf RCP @ 1 0'is 00%. i 7+50 8+00 8+50 9+00 Y+SU 10+00 10+50 11+00 11+5U 12+UO 12+5U 13+0U 13+5U STORM DRAIN "D" Sta. 07 + 00 to 14 + 00 700 695 690 685 660 675 670 665 660 655 650 645 640 635 630 625 620 615 610 605 14+00 t' ) �✓ a w 11 0 �W Nc O Z 0tO N a ` o� a6 20 u °C W c Z OU -,!0, cn g z i Z W Q UQ rw ' (/� J O N Z _ co co U O CO j t� 2 cc � o LL J Ln O i W p 0 W CLW Orn m d 't O 00 © O a REVISIONS 1. 3/18/05 COUNTY COMMENTS 2. 7/11 /05 COUNTY & ACSA COMMENT . 7/27/05 ACSA COMMENTS 4.8/31/05 COUNTY & ACSA COMMENT 5.10/26/05 COUNTY & VDOT COMMENT 6. 11 1 6 05 ACSA DATE JAN. 24, 2005 SCALE 1°=30'HORZ 1 " = & VERT CONTOUR INTERVAL 2 FEET w J LL OQ cr Z -leZ Z cp w Z Z a. > H :3 Z -- N O U �� Q 0 0 Q�Z a LL w m � a O VJ �, FILE NUMBER 8188 SHEET 10/18 650 645 640 635 630 625 620 615 610 605 700 695 690 685 680 675 670 665 660 655 cU - V O 0 Nm0 r+ 000 -i • • W N I- {N m 0 O �+ m 11 N O m I� N I co + m II N 11q H J O I COI+ H 0 0I 0 o cn -N 0 F- I (0 m m cn EXISTING GROUND PROPOSED GROUND ..................... .. ......... ::-:......... ....... 3 -cu 1-1 O CC) 0 Ln r 0� Co Co f- 0 z O H > ,, Z-....- ~ .. 42.28ft of 15' Dia. RCP @ 1.000% µ NOTE: MAINTAIN;MINIMUM 3' COVER€ON WATER AND SANITARY LINES AND MINIMUM f8" SEPERATIONBETWEEN WATER AND SEWER LINES. 0+00 0+50 STORM DRAIN "E" 7ou bti0 545 680 540 675 635 670 630 665 625 660 620 655 615 650 610 645 605 640 1+00 - " - 00 r- oO LL 00Ln0 0 Ln O u II cn N = 010 m cD " 2: co 1 JCD+ CD O 0 O .....................H .:.......................................................................................... 0 o I- �- (o cn -� 4 U7 (n EXISTING GROUND f-' PROPOSED GROUND ...................... .. i ...... ................. ............. ...... ........................................................ f f' f O O .......... ........................ Lo............................ O 0 > Co CO z ........................m................................... H 12 • RCP @ ft f1.000% is . ............................................................. I ..................................................... ........................ NOTE: MAINTAIN MINIMUM 3' COVER ON WATER AND SANITARY LINES AND MI IMUM 18" SEPERATION 'BETWEEN WATER AN SEWER LINES. 0+00 0+50 STORM DRAIN "F" co EXISTING GROUND Ln 0 o m PROPOSED GROUND � c0 Lo 00 11 rO ' • m I-0 r, _ r,o m 111-01 m J CO + -D CO M 0 m rl- o J CO + w-------- - � 0 .................:. k i_..._ ... . OZ 0 O m 0 n CD F- (o J 0 H 0 O O O ;0 O _ F- (0 (!7 cn uy- 0 J -1 3 N N v cn O O 0) CT) Ln • O cn 0) to O oQ CO CD €I` CO cD cD I- H O 1H 00 > > I> I z zz > H H H z H 4r. 9`.00ft of 15" Dia. 60.80ft of 15" Dia. RCP La 1.000% RCP La1.000 NOT : MAINTAIN MINI MM 3' COVER ON WAT R AND SANITARY L NES AND MINIMUM 12" SEPERATION BETWE N WATER AND SANITARY LINES. € 0+00 0+50 STORM DRAIN "J" 1+00 1+50 700 695 690 685 680 675 670 665 660 655 1+00 685 680 675 670 665 660 655 650 645 640 0 OO r+ - OO O Ln O CD D In 0 _ Q70 u II MN m: cD 0 m cD " cD+ I Jco+ O 0 H O 0 - 0- O O F-- (0 O F-• (0 +J m 4-J 0 0 ........... ....... ......... ...... ...... ..... ... EXIST NG GROUND PROPO ED GROUND 0 0 0 Lc) co LO Co 0 z> f-1 --.---- ._�...................................... � _.H,..- z 12.00f of 15" Dia. RCP€ @ 1.000% «.............................................................................................................. ............ NOTE: MAINTAIN MINIMUM 3' COVER ON .WATER AND SANI ARY LINES AND MINIMUM 18" SEPERATION BETWEEN WATER AN SEWER LINES. -1 - O';T Y N O V• (i3 Lf E3---- c r---:..: _ d O U 1\ O q m 11 ODm Lna = OD " J O _. 2: CD + 0 O 0 C3' m r o EXISTING GROUND PROPOSED GROUND cu 0 Co ~ - o O O 0 co > Z .... ..- Z r ...r..H ..... ........ .... _. H Oft of � popla 30 G p @-Q• - - 0+00 0+50 ,A STORM (DRAIN "G" 700 700 695 695 690 690 685 685 680 660 675 675 670 670 665 665 6 660 660 655 655 705 700 695 690 685 680 675 670 665 660 — Oo J 1 O(�O p m M Ov0 = CC) d•o --1 . . mo m 11 m0 11 COO m ON co + I J CD + H 0 J O H CL 0 0 O n 0 u) cn cn EXISTING GROUND PROPOSED GROUND w. J 09 ...m...........................................................:................... ............... 0 28.00ft of 15" Dia. co 1n RC @ .% P 1000 Ln Ln r- r m z F-i O Z z H.......................... ...................cry..-__ ----.------...-..-~.....-.-- m co CD cD u +" L a� C: H 705 660 700 655 695 650 690 645 685 640 680 635 675 630 670 625 665 620 660 615 0+00 0+50 STORM DRAIN "H" O O m Co �+ 0 • • m 11 ao N CO O 1 cD + _ 0O " J O co + 0 O O O CI _ H (0 0 O • 2: W -.. cri Lj STING GROUND POSED GROUND WE H 0 co LO O O 0 co z H 15„ Di a• 21 o f @ 4'000% m .. ....... m ..... ..._ p _.k........... .......... . �......... 0+00 0+50 1+00 STORM DRAIN "L" 650 64,5 640 635 630 625 620 615 610 605 €EXISTING GROUND PROPOSED GROUND Cu m rn ( ........... ...N .CO.05......... ................................. �7 (X}...11...m4n.... m m m �00 N i J00 IL m II mo o 0 I co I (0 H 1 0+ O n_ [n O o� U - � £ -.-----...-...._..._.._ ._..__. 53.92ft of Nv 15" Dia. RCP @ 1.000% Ln 0 m .......................................................................................................... CU I- v � co €Q I H 4H I -_ ... _ ... ..__.............-..........__. _.__......... .. ------------------ . z NOTE: MAINJITAIN MINIMUM 3' OOVER ON ~' WATER AND SANITARY LINES AND MINIMUM € 18" SEPERATION BETWEEN WAT R AND SEWER LINES. I 660 655 650 645 640 635 630 625 620 615 0+00 0+50 1+00 1+50 STORM DRAIN "I" i .................... ........... .......................................................... ...;............................................................. €. ............................ MAINTAIN ::BACKUP BERM ............................... ' fi........................................................................................... AT LEAST I' ABOVE INLET EXISTING GROUND! N voo N- OO `i'Iq rl- 0 PROPOSED GROUND! c' I II f__ Ln H 11 rl_ O M M. N- O NCO _-._._. J(D+ rtp O JCO+ m X 00 ` N �� X f- V CD! ........ L u N 0 ..; X O O CD I— (o cn 4-J -i co + 0 -aJ 0 F- O (n (J) O O f �• 4-) cn r i f Ln .............................. ..... :...........-:... .................. . , ....... -1........:.....................................E...:........�...Q?...................................; ! 01 .............. ...............: N •' N3 M :. ................... ......................... m Cu co N cv CD m N cu CD r, co F_- OM D O z H O z H 115.00f of 18" Dia. z z z H RCP :@ 0 . 500% H H 65.0Oft of18" Dia. RCP La. . 5 00% 00 NOTE: MAINTAIN MINIMUM 8' COVER ON WATER AND SANITARY LINES AND MINIMUM 18" ;SEPERATION BETWEEN WATER AND SEWEIR VNES . urvv ut�u 1tUU 1+ou i2+uU ENTRANCE STORM DRAIN ail � a W � W c\1 cm �� NQ ZO CC W OU ?o 0 Q W � Z � z J Z o W 2 o w I N c( Z Q � T O� N 000 0 LL LL w � cm Zt% O� W R• Zr00 W W 2 REVISIONS 1.3/18/05 COUNTY COMMENTS 2. 7/11/05 COUNTY & ACSA COMMENT 3. 7/27/05 ACSA COMMENTS 4. 8/31 /05 COUNTY & ACSA COMMENT 5. 10/26/05 COUNTY & VDOT COMMENT 6. 11 /16/05 ACSA COMMENTS 7. 12/22/05 COUNTY COMMENTS DATE JAN. 24, 2006 SCALE 650 1" = 30' HORZ 1" = & VERT CONTOUR INTERVAL 645 2 FEET 640 635 630 625 620 615 610 605 w R /Voe- V , w J LL ® Z Z a:O z 5 Q. > (L H Z 5 5 o M° W Q -j Q LL ® W J 2 W m Q O v) FILE NUMBER 8188 ------------ SHEET 11/18 I ® • a w � 705 E 705 O W = s z of co rn mQ N ( N i too £ �� ZO Q 0<Y J � J Lu W .f f- °� y N U? f cn ¢ f ' F 3 K 10.0 Q .. tr) LL LC 80.00 m = '\ W JO ...........................................................................................................................................................................................................................................................................................................................................................................................:.....................................................................................................................................................................,....................................................................... Z Lo .... 680 ,,o} m CDT) E co uco cn� U O co p� coo Ln L+o ccoo 2.0;�%� W aW g °) o) W a Z o ;LnLo R ,- € a f .. .... ... ... ........................................ ... .. .... ...... ....... ............................ ........ ...... ...............................................tll................................ ... ... ... 70 w �J 003CnED .. 6 O ' o CD-1 Lu m in¢ mew. +-lc�-1 o o o cU REVISIONS z 665 ~ �-- ~ ~ ~ ~~ ~- - ~ .. of CD p� 665 Lo 1. 3/18/05 COUNTY ui CD m `I' z COMMENTS05 COUNTY + Lo +' € � & ACSA COMMENT f. o Ri . 7/27/05 ACSA 660............................................................................................................................................................. ... `,- � ..s.. ... 660 '� C 8 31%05 COUNTY (Dc:l cn NOTE: MAINTAIN MINIMUM 3' COVER :cACSACOMMENT w ON WATER LINE AND MINIMUM 6" . 10/26/05 COUNTY m SEPEIRATION BETWEEN W TER AND % VDOT COMMENTS La j DIP SEWER LIINE. 655 655 ` w ........ w cn o _.. w ... .......... ......................................................... 0............................. m u #650 650�—EXISTING ROUND CD-1 �"°... £ rn c t-' PROPOSED ROUND W� +,�, ` `+ 12 o cv_ DATE _ ~ .M w { ~ ~ CU 645 JAN. 24•, 20C)5 645 m ~ ( SCALE i 640 ........................................................................................... .................... ...........:................................................................................................................................................................. . ................................................................................................................................................................................................................................................................................................................................................................................................................ 640 co m m rn { cu Ij + Lo E CONTOUR INTERVAL. 635 z ~._~ N - �.~~ ~ ~ _ ~ss 635 2 FEET CD K 14:0 co f �� co u LC' 112.00 W GRINDER PUMP € f n 0 m LATERALS w N .........................................................................:................ 30 630.......-co.............. � + � €... H CD F_ 2.000 L]9 m , a m 625 cn in G E:,._-M- lNT-A TNMM—_- "`....COVE -Oil _ ~ ~ 625 �z m WATER AND `SANITARY LINES AND MINIMUM L _ m m o cu cn 18 " SEPERATION BETWEEN WATER AND m l SEWER LINES E o L cv m LCO "IT+ CCV + O .....................................D ......................................:.................... s s ...............?..............................................: 620 ............................... Q i z = z, IL JN fcl U3 w w CD cn 615 LL 615 a. > F' T L.L z p iL CD r O m 'Q J .......................................................................................................................................... ....... > z�� CDv in 610 LL < w U ® 4 I ' 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ARDEN DRIVE 6 CURB TIE INTO FILE NUMBER SINGLE FAMILY TIE INTO 8188 ROAO SLOPE RANGES LOTS TOWNHOMES FROM uz• : 1' TO s z • . 5 1 y ALLEY TYR'SECTION v✓i� f CG SHEET 12/18 Ll 705 700 695 690 685 680 675 67C 665 66C LOW PT Sta 0+98.48 LOW PT ELEV 676.77 K 14.0 EXISTING: GROUND LC 84.00 ,,........................................................................ PROPOSED! GROUND ................................................... o m co v ....:............................................................ CD co co z U_ w 'd'OOO5- _ m cc, O LC] 0 CU r ' r i O F— cD oC Ol U O ClT_ :(0 co cU I- I- 0 � + co + CDorrr-w c o + w • :co + co O w+o 000v Po I 1 Cn 12 „ wl END LINE AT Sta. -00+12.00 0+00 0+50 1+00 HATHAWAY STREET 715 710 705 700 695 690 685 68C 675 67C 0+00 0+50 TUDOR COURT 0 0 ch K 20.0 LC 120 00 C CD CD r- co co + co LO .................................... ........... im m....................................................... ........................................................ ................. .............. .�. . co 1.000 % w o CD-1 CO-1 Mw �v 10 WL J 3 0 ......................... .............................................. ......... .... ..................................... .................................................................................... o....... .......................................................... a. ........ ... .................... AT St END LINE a. 00 cv° °O' ir°' w � B509A m n �+ z= . 10" GV + c; m E m CD CD m Co e U —1 NOTE: MAINTAINMINIMUM 3' COVERON WATER AND SANITARY LINES AND MINIMUM 18" SEPERATIONBETWEEN WATER AND U' SEWER LINES. cn cn 1+`DU r -t'UU C-t'oU 7TV V JT:1V 44TUU -4TiU :JTV V J .Jv ................................................................................................ ..................................................................................................................................................................................... ..... ................. ,..,............................... 725 705 720 700 715 695 710 690 705 685 700 680 695 675 690 670 685 665 680 660 ................................... .............................................................. ............................................. ................ :............................................................. EXISTING GROUND __.. .._. .... �� 'ROPOSED., GROUND ..............._........-- � . ...._........_.. �� .. __ ........................................ ................................... ....................... ................................................... . ............... CON ECT TO TOWER ..�............k........................................ ..... J 0 3 z _ w cu m c' 0 0 .................... Q...... w................... .......................... ......... �- cc mow= U w O > w ►— __ cD 7- X_ 0+00 0+50 WATERLINE TO TOWER m O co m .............................................................. .............. ... ................................................................................ .....................................................;.............................. ...... .. .............. m EXISTING GROUND co cn m rn + COPROPOSED GROUND ao o ........................ ........ Lo rn �.. + cn _ cll w w y �o O o rn N CDcn o v O " 1.300 % o v Ln cn co co m co ti 12" WL + co + co " o Cu ... ....... ... Nam.. 7........ .... ............ ....... ............................ ................... ................................................ .......................................................... ... ............................ ". . CONNECT TO 8" WL AT ". ". _..�. �.. 0 K 15 0 �� Sta.-00+11.00 r�. K 25. - w w ; L013 10" TEE r LC 80.00 5 pp0 qo C 5550 10" WL + '— m 10 " GV , cs" _ K 15.0Ln LC 18.00 Cc J ' ' o 1.800 % ' cn • 3 w SS. LATERALS cn 3.- CD M CD OU o+ 3.000°cn ,.000 % o cm co co m -< co¢CD :F—co�wQ ,� xz3 cn w + m c+v ` : co CD E N ClJ CU 0 0 ti U F— N E .. ..... ............................................................. 3 m O O O CD O 3p O. O co o co o m o co z o CD LC) Lf7 cV co = < N Q � co � . o cv � cv � v r� co + co + co + co ++ coo ' m + co ' Lo Ir w cn w ac r w>=Ln AROEN DRIVE WL I—U' Co= wcoN i = vZOcu E 0 XZ _ � x> ED 000= om� ' : 2: CD coc�co3 CDcr- w w w cn .............................................................:.........................................................................................................................:.....,,........................................................ ...................... ............... co ....... . m .. .... QO...................................... ........ ... ..,,.. ;... LO NOTE: MAINTAIN MINIMUM 3' COVER ON vCu WATER AND'SANITA�Y LINES AND MINIMUM cn 18 SEPERATION BETWEEN WATER AND: m :SEWER LINES. cn 44nn 44_p�n P+nn P+50 3+00. 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 2' GUTTER 24' TRAVELWAY PRIVATE R AO EASEMENT 10' PAVED 12 ' PAVED TIE INTO LANE LANE PROPOSED i 4 GRADE Al ' i 4• : 1 PARK CG-6 TUDOR COURT TYP. ,SECTION A -A 25' 16' PAVED GUTTER SIDEWALK PARKING BUMPER TIE INTO BLOCK --,,,PROPOSED 1• ,. GRADE AT CG-6 TOWNHOMES PAVING SPECS TUDOR COURT X 8" - #21A AGGREGATE BASE MATERIAL X 3" SM 9.5A SIDEWALKS x 4" - #21A BASE MATERIAL X 4" CONCRETE 715 710 705 700 695 690 685 680 675 670 1+00 725 720 715 710 705 700 695 690 685 660 1+50 6' I GUTTER 18 PARKING GUTTER PLANTING 5' 24 TRAVELWAY% STRIP SIDEWALK EASEMENT PRIVATE R AD EASEMENT 16' PAVED 112' PAVED 10' PAVED TIE INTO PARKING LANE LANE TIE INTO PROPOSED , 4" : , 4" t ,, ,. ,' PRO POSED GRADE AT ' ' GRADE AT PARK CG-6 CG-6 TOWNHOMES TUDOR COURT TYP. SECTION B-B r u 414 U) 0 �W Nc O(0 rnin cm [�� g � 0 Q � Q� go U rt w 1= 0 U - u. w � J de Q UQ �w (n J � � N 0 ZU �o i, � N W U� o o CO O LL Z w "' cm O, Z 0 Orn W aW Z �t o CO C'3 w W = � J REVISIONS 1. 3/18/05 COUNTY COMMENTS 2. 7/11/05 COUNTY & ACSA COMMENT . 7/27/05 ACSA COMMENTS . 8/31/05 COUNTY & ACSA COMMENT . 10/26/05 COUNTY & VDOT COMMENT 6. 11 /16/05 ACSA COMMENTS DATE JAN . 25, 2005 SCALE 1°=30'HORZ 1" = 6' VERT CONTOUR INTERVAL 2 FEET W Q i z ito Z g Z LL a O� a �- z. cr z 00 >� Z U W ` O00 w d FILE NUMBER 8188 SHEET 13/18 IN r a I STATISTICS Max Min Max/Min Avg1Mln Description Symbol Avg 1.0fc 28.6to 0.0fc NIA NIA AVON PARK i- 0.0fc 05fc 0.0fc N/A N/A PROPERTY LINE ❑ LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File LITHONIA ARCHITECTURAL ARM- ONE 175•WATT CLEAR ED-17 METAL HALIDE, LtH0087,1es _ A 30 AERIES SERIES MOUNTED CUTOFF LUMINAIRE WITH SR3 HORIZONTAL POSITION. AS1-175M-SR3-TB- SPA-LIP•DBL REFLECTOR. ELA 12" DIA X 24" HT POST 32 TRT 60070R.IES B 59 MEDITERRANEAN TOP LANTERN UNIT SERIES W/SEGMENTED L5934/BR1-32TRT- DIAMOND PATTERN PL-120-HOR•R3- REFLECTOR AND WHITE CGL-MN-PCR PAINTED TOP CUTOFF WALL REFLECTOR. MOUNTED UNIT D HExAG NWI6 CLEAR PLASTIC PANELS. TOTAL WATTS = 297 WINONA 59 LOW VOLTAGE WALL MOUNT; REQUIRES TE- Q50MR16/FL (EXN) Beam spread:40% 050MFL.M16 C WINDSCAPE GEM SERIES GE- 60 TRANSFORMER WITH Mounted In down position 20-12V-L3-BKS•FO- 120 VOLT SERVICE -SHO-C2•MOD:DN- TE-60 LUMINAIRE LOCATIONS No. Label X t A 100010 2 A 930.1 Loeatlon Y 587.0 537.0 2 Isla 18.0 MH 18.0 ts.0 o9entetlan 121.0 132A Tot 0,0 0.0 X 1000.0 036.1 At Y 69710 537,0 2 0.0 0.0 3 A 660.8 482.3 10.0 18.0 124A 0.0 858.6 402.3 0.0 4 A 005.6 393.6 1810 18.0 131A 0.0 80510 393.8 0.0 5 A 700.3 330.3 10.0 16.0 114.0 00 108.3 319.3 0.0 - 8 7 A A 602.2 66517 365.2 466.0 18A 10.0 18.0 1810 123.3 110.1 0.0 - 010 602.2 500.7 385.2 468.0 0.0 0.0 8 A 6303 664,6 18.0 18.0 12L1 010 030.3 :. 560,8 0.0 8 10 A A 895.3 757.8 689.5 784,0 18.0 18.0 18.0 10.0 123.0 119A 0.0 0.0 005.3 757.8 669.5 784.0 0.0 0,0 it A 884.9 706.4 18.0 18.0. $5.0 0.0 694.9 700.4 0.0 12 A 630.0 743.3 10.0 Isla 34.8 0.0 830.0 743,3 0.0 13 A 577,0 71017 18.0 10.0 61.2 0.0 5772 778.7 O.a 14 A 628.8 892.6 18.0 18.0 122.2 0.0 528,8 892,6 0.0 15 A 408.8 020.2 18.0 18.0 122.7 010 489.6 028.2 OA 18 A 461.0 070.0 16.0 i8.0 t1B0 0.0. 461.0 6700 0.0 17 A 4011 400.0 18.0 f8.0 116.0 0.0 401,1 490.8 0.0 18 A 372.0 426.6 . 16.0 1610 71.7 010 372.0 420.0 0.0 M 19 A $96.7 358.1 f8,0 18,0 208.7 0.0 698.7 358A 0.0 20 A 621 A 320.0 10.0 18,0 •50.8 0.0 - 621 A 320.0 0.0 Y1 A 592A 4164 18.o 10.0 .60.2 010 682.1 410.0 0,0 22 A 642.0 512.0 10.0 10.0 •58,1 0.0 042A 512.0 QA 23 A 708;2 618.E i8A t8.0 57.2 0.0 7082 616.6 OA 24 A 772.2 714.i 18.0 10.0 •65.6 0.0 7122 714.1 010 25 A 556.8 037,2 14.0 14.0 140.7 0.0 658,8 0372 0.0 p0 A 625.3 705.5 Ito 18.0 -00.0 00 595.3 705.5 0.0 27 A 545.7 MY 18.0 Isla •56A 0.0 545.7 820.7 0.0 28 A 492.7 528.9 18.0 16,0 -57.5 010 482.7 528.0 00 20 A 440.3 4602 t8.0 18.0 48.6 0.0 440.3 460.2 00 30 A 481A 405.0 1010 18.0 267.7 010 401.4 405.0 0.0 31 B 9794 465.8 120 12,0 464 0.0 970A 465.8 0.0 32 B $19.7 40U 12.0 12.0 -41.3 0.0 810.7 401.9 0.0 33 B 603.4 364.4 t2,0 12,0 -40.0 010 693.4 364.4 0.0 34 8 629.4 308.8 12.0 ------------ 12.0 40A 00 0294 308.8 0.0 35 B 704.0 284.1 12.0 12.0 •29.2 0.0 704.0 284.1 0.0 38 B 7412 261.7 12.0 •12.0 •t4.6 0.0 7412 201.7 0.0 37 a 86o.9 264.4 12.0 12.0 7.2 0.0 860.9 254.6 010 38 8 - BO4.B .285.6 12.0 -. 12,0 24.5 0.0 604.9 245.6 0.0 30 a 672.5 277.5 12.0 12.0 311 0,0 025 277.6 OA 40 8 T24.4 417.T 12.0 12.0 •600 0.0 724A 417.7 010 41 B 770.7 467.6 120 12,0 .49.7 0.0 `7701 407.6 0.0 42 B Me 520A 12.0 12.0 40.0 010 809.0 529A 00 43 B We 5735 12.0 12.0 -57.0 0.0 834.8 57315 0.0 44 B 871.0 627.9 12.0 12,Q •57.7 0,0 871,8 827.9 0.0 45 a 904.6 076.7 12.0 12.0 .50.6 010 004.0 676.7 0.0 48 B 823.0 744.2 12.0 12.0 •51.9 0.0 W.9 744.2 0.0 47 B 000.1 113A 12.0 12.0 •59A 0.0 -808.1 713.1 0.0 48 8 703.2 696,6 12.0 ------------ 12.0 •6716 0A 793.2 685.6 0.0 49 B 785.7 070.6 12.0 12.0 .59.6 0.0 765.7 079.5 0.0 50 B 7694 659.0 12.0 12.0 -63.7 0.0 789.1 6580 0.0 51 B 157.4 633.3 12,0 12.0 •5811 0.0 757A 033,3 0.0 52 B 739.6 611.7 120 12.0 •5710 0.0 7390 011.7 0.0 53 B 700.2 566.2 f2.0 12.0 AW 0.0 100.2 $05.2 0.0 64 s 602.2 533.6 12,0 12.0 -550 0,0 692.2 - 533.5 0.0 55 0 679.3 511.3 12.0 12.0 -67.5 0.0 6793 517.3 0.0 66 B 611A 497.4 12.0 12.0 •04A 0,0 6714. 497A 0.0 57 B 650A 4713 12.0 12.0 •57.6 0.0 850.1 - 473.3 010 58 B 043.1 460.9 12.0 12,0 -62.6 0.0 043.1 459.0 010 50 0 629.9 435A 12.0 12.0 .53.7 00 020.0 436A 010 60 B 611.1 410.1 12.0 120 -02.5 0.0 Bft,f 410A 010 61 -5 435.E 365.6 12,0 124 29.0 0.0 435.5 365.5 010 82 B 425.6 3604 12.o MO 31.2 0.0 425.6 300A 0.0 03 B 407.7 373.3 120 12.0 40.0 0.0 407.7 373.3 0.0 64 B 36311 464.0 12.0 12.0 12315 0.0 383.1 4640 0.0 65 B 368.9 470.6 12.0 12.0 1t8.0 0.9 360.9 479.6 0,0 60 8 305.0 503.5 12.0 12.0 127.3 0.0 385.0 603.6 0.0 67 8 389.2 621.0 12.0 ------------- 12.0 113A 0.0 3992 621.0 0.0 66 8 405.0 $30.7 12,0 12,0• 110.6 0.0 4050 63011 0.0 88 0 4104 546.9 12.0 12.0 123.9 0.0 410A 648.9 0,0 70 a 431.0 675.9 12.0 12.0 121A 010 431.6 676.0 0,0 71 B 440.6 684.7 120 12.0 117.6 0.0 440.0 604.7 0.0 72 0 468.7 031.9 12.0 12.0 125.5 0.0 4061 631.9 0.0 73 a 4762 643.1 12.0 12.0 114A 0.0 476.2 043.1 0.0 74 B 492A 6005 12.0 ' 12.0 11.0.7 0.0 402A 049.5 0.0 76 5 409,9 678.0 12.0 12,0 12313 0.0 400.0 670.9 0.0 76 B Sii.O 699.1 1210 12,0 1114 0.0 511.0 098•i 0,0 77 B $21.5 715.5 12.0 12.0 il5A 010 62f.6 715.6 0.0 78 0 533.6 733.3 120 12.0 119.9 0.0 533.6 733,3 0.0 79 0 5491 760.6 12.0 12.0 130.5 0.0 540:1 .. 758.8 0.0 0o a 6612 777.0 120 12.0 142.0 0.0 661.2 771.6 0.0 WB 587.9 95311 1210 12.0 219.2 0,0 587.9 053.1 0.0 02 B 401.6 044.2 12,0 i2.0 209.9 0.0 601.8 09.2 0.0 83 8 623.5 820.0 12.0 12.0 208.5 0.0 6234 820.0 0.0 84 B 631.7 824.9 12.0 12.0 210.1 0.0 631.7 820 0.0 85 0 653A 810.6 12.0 12.0 214.1 0.0 $53.0 B10,8 010 80 B 070.0 70917 12.0 12.0 209.9 0.0 670.9 709.7 0.0 87 B 8164 784.7 12,0 12,0 219.2 0.0 678.7 794.7 0.0 89 B 701.6 770.7 12.0 12.0 212.2 0.0 701.6 770.7 0.0 89 0 712.2 773.6 12.0 12.0 207.7 0.0 7122 773.6 - 0.0 80 C 1002.8 431,9 8.6 0.0 43.7 0.0 10020 4370 0A 91 C 060.0 380.8 8.0 0.0 47.7 010 95810 300.6 0.0 92 C 917.0 324J 0.0 6.0 46.0 0.0 917.0 324,7 0.0 93 C 853A 283.6 0.0 0.0 5011 0.0 653A 283,6 0,0 94 C 8016 241.0 8.0 0.0 64.6 0,0 $01.5 241.0 0,0 95 C 737.3 2182 8.0 8.0 71.0 0.0 137.3 - 219.2 0.0 - 68 C 609.6 213.1 8.0 8.0 92.7 0.0 600.8 213,1 0.0 97 C 601.2 224.0 0.0 8,0 110.0 0.0 001.2 2244 U 96 c 638.1 249.6 8.0 0.0 123.0 0.0 530.1 249,5 0.0 417.2 314.0 0.0 8.0 144.4 0.0 4172 314,E 00 Lumens LLF Watts 12800 1.00 213 1028 1.00 5b C t7 B 1/ LUMINAIRE LOCATIONS No. Label x Y Z MH o4entawn Tm X Akn Y Z 100 C 390.6 327.1 0.0 810 163.4 0.0 398,5 327,1 0.0 101 C 381.0 310.6 6.0 810 t30A 0.0 301.0 338A 0.0 102 C 326.1 4652 010 810 30.3 0.0 32011 496.2 0.0 103 C 335,0 605,8 0.0 810 40.9 0.0 335.0 505.8 010 104 C - 346.9 622.9 - 8.0 BA 35.3 OA 340.9 622.0 0.0 105 C 302A 540.4 8.0 00 32.9 0.0 302I 640A 010 100 C 372.1 550A 810 8,9 35,5 0.0 312.1 560A 010 101 C 302.7 67717 810 0.0 32A 0.0 3021 67717 0.0 109 C 393.0 69313 8.0 9.0 33.3 00 30.0 50313 0.0 109 C 4072 011.5 6.0 0.0 362 0.0 4072 81.1.5 0.0 110 C 43i.3 MA 00. 8.0 20.6 OA 431.3 660A 0.0 f i i C 444.1 671.1 6.0 64 342 0.0 444.1 871.1 0.0 112 C 453.0 087.3 0.0 B.0 37.5 - Q.0 463.9 087.3 04 113 C 467.6 704.9 8.0 8A $5.9 0.0 467.5 704.9 0.0 IN C. 477,2 72to 8.0 0.0 25,t 0.0 4772 721.0 0.0 115 C - 469.0 739.0 0.0 80 31.6 0.0 : 489.8 739.0 0.0 i10 C 409.0 750.1 8,0 8A 37.9 '0.0 40.6 769.1 0.0 117 C 513.0 777.1 0,0 8.6 35,5 <0,0 513.6 777.1 0.0 118 C 524.3 794.3 0.0 8,0. 36.6 0,0 624.3 704.3 0.0 119 C . 613.5 890.5 6.0 0.0 115.6 .0.0 - 013.6 600.6 0.0 120 C 628.0 880.5 0.6 0.0 131.2 0.0 020.9 880,6 0.0 121 C 043.8 871.0 8.0 ,8,0 ifbS 0.0 643,9 071.9 0.0 122 C 660.5 8021 010 80 127.4 010 650.5 882A 0.0 123 C 676.0 651.6 8.0 8.0 131.6 0.0 675.0 851.6 0.0 124 C 602.0 841,2 8,0 90 124A 0.0 882.o 9412 0.0 iN C 700.1 830.8. 810 8,0 132.1 0.0 708.1 830.8 0.0 126 C 722.3 621.6: 8.0 0,0 111.8 010 7223 621A 010 127 C 737.0 011.E 0.0 810 129,1 0.0 737.9 Bills 0.0 120 C 162.3 717.6 0.0 8.0 32.2 0.0 6623 717.0 010 120 C 848.3 494.9 8,0 8.o 32.6 0.0 040,3 094.9 0.0 130 C 031.3 0761 0.0 8,0 37.0 0.0 831,3 $70.3 0.0 131 C 0203 664.0 010 '8,0 `39A 0.0 020.7 654.0 0.0 132 C 0082 633.0 0.0 680 30,0 010 8062 633.8 010 133 C 704A 611.0 0.0 tBQ 301 0.0 704A elto 0.0 134 C 700.9 689.7 8.0 0.0 26.2 0.0 780.9 5891 0.0 t35 C 747.6 538.6 010 ',8,0 34,5 0.0 747.0 538.5 00 138 C 734.0 .614A 21.6 0,0 734.0 614A 0.0 137 _ C 719,0 ' 405A - 8.0 6,0 26.6 ' 0.0 710.0 405.4 010 130 C 100.8 472.6 6.0 1.0 26.0 0.0 706.6 472.5 0.0 130 C '692,9 452.1 010 B0, 32.0 010 082.8 462.1 0.0 140 C 680.1 4326 8.0 9.0 253 0.0 660A 432.6 0.0 14l ` C ` 666.1 409A ev 6,0 :; 32.0 0A 468.1.' 409A 0.0 142 C 060.2 300.1 0,0 9.0 21A 0.0 6502 300.1 0.0 143 C 153.0 3994 0.0 8A :'. 32.7 00 753.0 399.5 0.0 144 C ' 00810 4452 80 8,0 33,7 - "' 0.0 `800,0 445.2 0.0 145 C 030.2 602.f 0.0 8,Q 29.9 0.0 8301 002.1 0.0 f46 C 07019 569.0 ` 84 8.0 20.6 0.0 870,9 569.0 00 147 C 003.2 607.0 6.0 04 31.8 o.0 003,2 0070 00 148 C 038.9 667.6 0.0 0.0 38.7 0.0 039.0 657.6 0.0 ' Forest Lodge Land Trust TMP g0 Parcel 6 Agl ml R1 a Mill Creek Ph. 2 PUD Home Owners TMP W1 Parcel At Open d4►"�""' 4 o �rz�.,.,. ,I:�-..-.....�r.��.�..a ........r..... �Ce 7AnedPRD 4 t r-�•-`._ . 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R1 B 63 4 9 2 i o dp ° 4 ° d 4o a ¢o ° D ; off"^ ' d t R It.¢O ao ¢O 40 0 4 QO 4 ¢ d r ¢, a d ¢ ° dt, s w Q° dt' a t LOT 18 G1 d v d o p o b o ■ ¢O TH t , �, it 2 40 4° ¢ ° ¢O o 61, 4r a ,, d F• a dp t Y - - ` e too LOT 43 �p w d t s 4o d o 4° o 4°¢ r d a d ¢ e d, ° t Fox, Dtene M. or Randy E. ° ° d d ; d TH G 126 B•62 ° 4? ¢° 40 ° TMP 80 Parcel 31 - - - - ao '� o 0 4 ¢o ¢ 0 40 ¢O 4p d QO do o d % ¢ a a ¢' d ° d ¢' o d ° d ; i ¢� B LOT 17 ¢o Single FatNfy Res. R1 B-61 ¢p ° d 4o a 4° ° ° - - - - - - ¢' d TH r u d -30 ¢° ~ d QO o 4° o d° 40 4 4p d » do o ¢O ¢o o a ¢' 4, e �' ,5 ¢° 4., $, ° v �_ 88 LOT44 s �A 4a 4p �, ° d ° d ° d ° O TH v ° G99. o ♦ dm ¢ a 4p d r d do o G12 ° o �1 p d d ¢o r d r a , d ¢ v ° d a° LOT 16 d 40 ¢ p ° 3 t,� q b qo \�$ ¢ , d d d v ' d v a d d m w A- 11 vy I¢ �o B-89 ■ r�_ D 'r dN }'.� o ¢ d d� a ' ° s ¢a a� ° d d° 5 ¢a ° d F' d Y m t d ¢ o ° 4r d' ?a s v d d o v ¢ o a o tsp ? 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'n Yl W th _jL,I. wo 0> P Z r W �� rn 1 Q r- Iq 0)z W 0 1 REVISIONS 1.3/18/05 COUNTY COMMENTS 2, 7/11/05 COUNTY COMMENTS 3.8/3/05 ARB COMMENTS 3. 8/22/05 ARB COMMENTS 4. 10/26/05 VDOT COMMENTS DATE Nov. 22, 2004 SCALE ill = 40' CONTOUR INTERVAL 2 FEET < Q z i/ Z a Z g j Li» > hi yd --- W f Z _.J lama■ VV LU LL W Room j m FILE NUMBER RG&A: 8188 TP 0425 SHEET 1�/!V 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 %CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION, ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11, STANDARDS SET FORTH IN'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT .' LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (36") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES IANCH (1"), CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS, 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY. SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. GENERAL LANDSCAPE DOTES PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURINISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL SUBSTITUTES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SECTION 02923 OR BELOW FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, SHRUBS, EVERGREENS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT SITE) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER (AS RECOMMENDED IN SOIL REPORT) LIME (AS RECOMMENDED IN SOIL REPORT) PLANTING SOIL MIX NOTES 167 GENERAL NOTES: NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE 1. SET TREE PLUMB PRIOR TO STAKING. CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 2. GRADES NOT TO EXCEED 3:1 SLOPES.3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 5, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL. CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. PLANT SURVIVABILITY OR WARRANTY. 7• ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION, PLANTING NOTES: 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 1. EXCAVATE ROOTBALL PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD.MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN -- LANDSCAPE AREA TO A MININUM DEPTH OF 12' ; TYP. 12" 2-3" 1 / / j 40 • • 5 • :f ; :1, •, r 0.X l-- S �� ••�� ;ra � .fir° �y � trrr� ��;• .. SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB --� OPTION 2: DIAGONAL STAKING (FOR EVERGREENS ( (1) STAKE & GUY PEF IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYING THAN 3" TAPERING UP TO 1" AT TREE TREE. SET STAKES 1 COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AROUND THE TREE. AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX T P R g EMOV� Q o- O�RL�p DABLE ND/OR ALL (�IV �I E;C�RA A Ny PACKAGING AFTER FINAL PLACEMENT OF ROOTBALL + i %/.I/`r:��i.� 11-11-:11.--�11� ll. II.. il. SCARIFY BASE OF PIT. BREAK" THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY) TO FACILITATE PROPER DRAINAGE ON A SLOPE ROOTBALL PITS 16 % sEcTION 12" ROW SPACING oo UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2-3"; o p TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE o UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO-TILLER TO A MIN, DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE MULCH FINISHE RETURN EXCAVATED SOIL AS NEEDED AND COMPACT LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE L-001 N.T.S. r , i 1�i0%vim._ ��II' •:11'•yll:='11=11. 11=:i1=11. 11=11' �I1-11=1i=11•=11•-11=11•=11=11=11:=11:=11 mil=1i= If 11-:11=11= II:--11-11--11= i1-11=11=11=11= O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN, OF 4" LAYER OF PLANTING SOIL MIX INTO BED A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO' PROVIDE GOOD DRAINAGE SECTION F SHRUBPLANTING (SINGLE& 1CDOUB LE ROWS) 16 SECTION, PLAN IL-005 TREE STAINING OPTIONS SECTION, PLAN Source: Va. DSCW DRIP LIIN SNOW F BOARD vv�. � � vr•� t Gv vv�� CORRECT METHODS OF TREE FENCING L-002 N.T.S. ate 3.38-2 14CE �> 00 Poo CORRECT TRUNK ARMORING OA TRIANGULAR BOARD FENCE FENCING AND ARMORING 16 DETAIL E-071 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2, GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS, STAKES ON "HIGH" - SIDE OF TREE ONLY. O If(IIIIII{III�. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINISHED GRADE --J REFER TO TREE C ROOTBALL PIT DETAIL 16 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA E TREE PLYkNTING ON SLOPES 16,)SECT ON, ]PLAN 221/2 u. DIRECTION OF SLOPE z p PLAN aW !. F MULCH LAYER TRENCH EDGE AROUND kLENTIRE AREA TO BE MULCHED SECTION L-003 N.T.S. � a O U Z N Q o Q Q r (D W W >o Q 0 U LL- C. z J z > -' Q w W UQ 0o �-�••� �_ � ly�i O z _ 6 0N ¢� OLL , LO L' U 2 CN W z,ti CL W 4 d- �W WO ry,a/ LL. REVISIONS 1. 3/18/05 COUNTY COMMENTS 2. 7/11/05 COUNTY COMMENTS DATE NOV. 22, 2004 SCALE AS SHOWN CONTOUR INTERVAL N/A vi � Q �Z Q �• O a ® > Q v, Ij W Z �- > z ..� W �. 0 W CO Q z_ Q 0) L. U) W m J z Q FILE NUMBER RG&A: 8188 TP 0425 SHEET 16/18 i r u 1. CONTRACTOR To VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LAND SCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. O O VOLTAGES AND COO RDINATE THIS WITH SUPPLI ER PRIOR T CAL CONTRAC TOR MUS T VERI FY 3 ELECTRICAL ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO SHALL BE PLACED + DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SH A DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE TION. D INSTALLATION. LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AN . CONTRACTOR R LISTED NTRA SLIGHTING OR DER THR OUGH SPECIFIC T COORDINATE 4. LIGHTING CONTRACTOR O ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFiC OPTIONS CAN BE DETERMINED SPECIFIED AND P I AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND L INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CO NTRACT GENERA CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE ANY AND ALL PAVEMENT LIMITS INCLUDING BACK OF CURB) INTO GRASS AREAS, EXTENDED BEYOND ( B CONTRAC TOR. UI Y CONDUIT TO BE PROVIDED 0. ALL FIXTURE COLORS SHALL BE BLACK OR EQUIVALENT, OF COMBINATION RBYP PHOTOCELL(S) LL S OR TIMER S OR A EITHER ( L BE CONTROLLED) ( ) 7. ALL LIGHTS SHALL { THE TWO) . ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2-FOOT (2) CONCRETE PARKING BUMPER. 9. ANY JUNCTION B WATERPROOF. L BE BOXES SHALL 10. EACH OUTDOOR LUMiNAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FRO M ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMiT LESS THAN 3,000 LUMENS. 11 THE SPILLOVER OF LIGHTING FROM PARKING AR EA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( %) THE O OR HI S DESIGNEE), D INIST T R ZON NG A M RA - BY EITHER THE 1 AUTHORIZED ( FOOT-CANDLE UNLESS AU H DEVELOPER OR HOME OWNERS ASSOCIATIONIN WRITTING. iN MOST CASES, THE ZONING ( HOA ) ADMINISTRATORSHALL GOVERN. 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U1,t.5�d; Wo�iJicetioJl;`: .-';t�if,lttdi7Al`d•2alt!' t< •. 4PDdaa1� ( t^ >a PAGE 1 ai`i; W►NAAIA'(.K�'t1Nd ;��I�IQ�. �ttonQ 80D;$?t1�5P91. f�t7 I301i 120t ATM �IiS( b07�A�d•�t614: N.T.S.Kb_� REAR WALL PACK LIGHT �1 `� DETAIL N.T.S. REVISIONS 1. 3/18/05 COUNTY COMMENTS 2. 7/11/05 COUN TY COMMENTS 3. $/3/05 ARB COMMENTS 4. 8/22/05 A B R COMMENTS DATE NOV. 22, 2004 SCALE _. AS SHOWN CONTOUR INTERVAL N/ACL LL C 10 w !z V > I FILE NUMBER FZG&A: 8188 TP 0425 I SHEET c c c PLAN FRONT SIDE ' `� � ' '-- DOUBLE -SIDED VERTICAL BOARD WOOD FEN : \ \ G G PLAN, DETAIL A V A f7l1Cr CAP: MAINE ORNAMENTAL 4X4 BLACK POINT (MODEL VT-14, SUPPLIER: LOWES) OR EQUAL 4 X 4 POST; #2 GRADE OF BETTER; SET PLUMB (3) 2 X 4 STRINGER EACH SIDE; #2 GRADE OF BETTER. ATTACH (2) GALV. NAILS/ POST DIAGONALLY SPACED. 1/2" CLEAR ALL SIDES 1 X 6 PICKETS (EACH SIDE); #2 GRADE OF BETTER; ATTACH TO STRINGER WITH 5d GALV. TWIST NAILS. (2) NAILS /STRINGER, DIAGONALLY SPACED. 1/2" CLEAR ALL SIDES FINISHED GRADE FOOTER; SEE DETAIL: 18 TERMINATE PICKETS ON THE END/CORNER SECTIONS SO THAT BOTH POST/PICKET EDGES ARE FLUSH 0.062' SPACING MAY VARY ca SLIGHTLY �' Il FO ', a } ; CAP: MAINE ORNAMENTAL 4X4 BLACK POINT rs:. (MODEL VT-14, SUPPLIER: LOWES) OR EQUAL r s 4 X 4 POST; #2 GRADE OF BETTER; SET PLUMB k i i r y 1 X 6 PICKETS; #2 GRADE OF BETTER; ATTACH TO STRINGER WITH 5d GALV, TWIST NAILS. (2) NAILS r /STRINGER, DIAGONALLY SPACED, 1/2" CLEAR ALL SIDES s (2) 2 X 4 STRINGER; #2 GRADE OF BETTER. ATTACH (2) GALV. NAILS/ POST DIAGONALLY SPACED. 1/2" CLEAR Aw.rx i ALL SIDES YC 4 NOTES: FENCE MATERIAL: WHITE CEDAR. PRESSURE TREATED FOOTER; OVU 1 rlr-MIV TCL!_VVV t'INM kffL kzMP\UG VM Ot I I tK) MAT bt SEE DETAIL: USED AS AN ALTERNATE ONLY IF APPROVED BY OWNER OR LANDSCAPE ARCHITECT. C FENCE COLOR: NATURAL (DARK GREEN STAIN (2 COATS) MAY BE APPLIED AT OWNER'S DISCRETION). 18 SPACING MAY VARY SLIGHTLY TO ENSURE BOTH 4.00' I, PICKETS/POST ARE FLUSH ON FRONT SIDE. O.C. SPACING MAY VARY B 4'WOODEN DUMPST ER FENCE DETAIL A' 1111.E S-023 N.T.S. NOTES: FENCE MATERIAL: WHITE CEDAR. PRESSURE TREATED SOUTHERN YELLOW PINE (#2 GRADE OR BETTER) MAY BE USED AS AN ALTERNATE _ ONLY IF APPROVED BY OWNER OR LANDSCAPE ARCHITECT. FENCE COLOR: NATURAL (DARK GREEN STAIN (2 COATS) MAY BE APPLIED AT OWNER'S DISCRETION). END SECTION SPACING MAY VARY SLIGHTLY TO ENSURE BOTH PICKETS/POST ARE FLUSH ON FRONT SIDE. S-0 2 N.T.S. FENCE FOOTING II)E CAI L y. ;tom r POST; SET PLUMB FINISH GRADE; SEE PLANS FOR DETAILS SAKCRETE/CONCRETE FOOTER; 1" CHAMFERED TOP; 4" CLEAR ALL SIDES; 2800 PSI MIN. VDOT #57 CRUSHED STONE; WASHED SUBGRADE; SEE PLANS FOR DETAILS S-024 N.T.S. IK � � Oj�� z,,, � 1 z N � (0N CO NQ _Z (� C� OC Q 0� >0 LL. J Z o w �. J 8 �Z ¢N ETA %' (7 m rn Qco Q) 0 0 WZ 1..-.., Vj u... w D pad �0 � 1) IN jr Z �- CLW :E4 o �� z W 0 REVISIONS 1. 3/18/05 COUNTY COMMENTS 2. 7/11/05 COUNTY COMMENTS DATE NOV. 22, 2004 SCALE AS SHOWN CONTOUR INTERVAL N/A W . Z �0 Z J � Q > 0 Z J U W > Z_ L� L-_ (1) u- 2 Ill W m Q FILE NUMBER RG&A: 8188 TP 0425 INSERT 1"=W SHEET l9q.-11106 18/18