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SDP200500125 Plan - Approved 2006-11-22
l } i i a :r r SHEET INDEX TITLE SHEET COVER SHEET OVERALL SITE PLAN EXISTING CONDITIONS & DEMOLITION PLAN OVERALL DRAINAGE PLAN'(PRE & POST DEVELOPMENT) TREE PRESERVATION PLAN NOTES, LEGENDS & QUANTITIES LAYOUT PLAN UTILITY PLAN GRADING & DRAINAGE PLAN ROAD AND UTILITY PROFILES STORM SEWER PROFILES YARD DRAIN PROFILES RT. 250 RIGHT -TURN CROSS SECTIONS SANITARY SEWER & MISC. NOTES & DETAILS STORM WATER NOTES & DETAILS TYPICAL SECTIONS, NOTES & DETAILS LANDSCAPE PLAN .LANDSCAPE DETAILS IRRIGATION DATE SHEET NUMBERS DATE SHEET NUMBERS 12.19.05 ALL 3.9.06 ALL 5.16.06 9-11, 13-19, 22, 28 6:12. 06 21 41 51 91 10, 13-15, 19-22, 28 10.11.06 21 5-17, 21-23 1 2 3 4 5 6 7, 8 9, 10 11, 12 13, 14 15 16, 17 18 19 20 21 22 23 24-28 KEN RIDGE SITE t{` FLAN SAMUEL MILLER DISTRIC ALBEMARLE COLJNTY, VIRGINI f'0�? ='-�--FARMINGTCW iTT� xc� VICINIifY MAP SCALE: 1'I = 3,000' 3 WHI TES cf� 1 R) BIRDWOOD Ci GOLF COURSE KENRIDGE, LLC Developer H.C. DECEMBER 15, 2005 USE QUANTITY SINGLE FAMILY DETACHED UNITS 6 UNITS SINGLE FAMILY UNITS 47UNITS TOWNHOUSES 13UNITS COMMERCIAL BUILDINGS 3,00®SQ. FT. l RATE TRIPS/ DAY 10TR1 PS/UNIT/DAY 60 10TR1 PS/U N IT/DAY 470 6TR1 PS/ UNIT/ DAY 78 0.01101 TRI PS/ SQ. FT./ DAY 33 TOTAL 641 Q0 SG TT R. COLLINS� 1 H > No. 35791 ,� A �S`sI�NAL E��Z N O Ql N U) U) > W W J O OO > o � FP V) U) zzz�� H N U 00 04 i M W O O O Q vr r r z z x z zzz Q 0 �» coca -u- 000cy- 0� w U) U U U Q Q L w ��oCa� wwwww � aaQa.a o 0 4 0 M w d- w. w LL.z � 0 F- _ V / Q w 0 MO W U)kO1,0kD�0 Lu 0 0 0 0 0 uiciNIt' *4 QO O N N M lU c7 O .-� o o O T+ DATE 12.15.05 DRAWN BY DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE AS NOTED IOU Lu Fri W O m �\ J ® z w< (D o, U r Lre ® LLJ w J J w ^^ rrQ v/ N Ln DEPARTMENT OF u-01 f1YI(JNITY DEVELOPMENT � PLANNER/ZONING rwvy,.(I -ZZ ENGINEERING `\,& BUILDING OFFICIAL oll c 2 ARCHITECTURAL REKW BOARD YI 01 n � JOB NO. ,/ FIRE OFFICIAL -", «-t4-6 qw O ALBEMARLE COUNTY SERVICE AUR-10RI TY G wt w �� 4 o(o s VIRGINIA DEPARTMENT OF TRANSPOR TA TION sHEET No. 1 of 28 t _ �r r .ti U '" l; "4 1 _ _ _ f�� ., ,.,./t•- -..-j`, _",�-""-,,',� ,"r ..., 5,1,._, J f4 . __. w __,r _- - --- - \ �� f _ '-'D �. _ _.._ r f j / f _/ ; ! { r / _ \ % O ' ,i 7g fipa J-• , �_, / ! I I / ! / \ \ o 1 _, . -_. w-`.'._, 0 \� �/. ��_, .r._. �_t ( ; 4' •• 9 of r J J _. _ o /- / ! % I f ! ) r \ \ . Y y �•-- ,t I/'--,.\✓'-'1!_.,Yr`.�/.--1:. �"�"`"'"^_•.-._ \, ` `?`- ---... r � 4, 'IS , • + ..-^' � -- .�' ( f f / r I t , d i \ � \ �-._. 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I 1 a.� g ;"s' 1 _= i M1 . \ \ �. \ \ Il I \ \ \ \ - - POD �Ol1 pk ,4"R"L�s4- LSR i r °Lt 1� \ =--'" // `` .. t \, \ \ \ \ 1 \ \\ \ _ FO ILTE2 INL.f �r�'r� - �'` t j_ ;_ . `, \ \ J \\ I� ✓ / ' _ `--_'-tea_ { '] . / / / d r t 3 "� ✓ r -- j\ \ ; \ \,t, / \\\ \ ` \ I _ - r �'. ,.tom•• --- ,_- -.� 5 i / - � "- - f / W fyyl " g �'r� yI \ - / I 1 "•, \ \ \ \ \ \ tit NN \ \ ~ .''.,-\ fir'' \ , / Y " '\ �..-•- -- ••-� 1 rr_-- -- \ S `t.`•,A 9 / \ \ \ \, \ \ \ \ \ r "I' ,\\ter' � _zx r ^ )I // - ._.._ _._. _ -- \ l`r j,e �\ t �i _ _ / ca / ~ \• \ \ \ \ \ \ \'\ \ \ \ \ \ \ \ \ \ \, t .\\ \, o , , �T`r````` '.•„ \' _ / / '� \ \� I\\ r r C0CF0_{ I � _/ / / / / ,.- e ~ ! / / `., y'�, .." I I \ .\ `' 11 \ e \ -1 \ ` 1, \ \ ,,.,, I- I- , •--_._ � � ©fir , / ._._ / ��. _._- _/ f \ r .....'� w /✓ / � / J w � � � y _ '"'WF� S � � ... [It Y _- _ 1 k \ \ ,- . RAI fllA^� IE-A=R #_ -\`\� -�� _ _ \ _ S �� I'r f '`' \ P � " ' ^ J �a� P \- ` ' -'• / \ s \ ' ~ ` o JFj r .9 p� /��l�t -� / +%� t {v [jI. C).-6�7 AC. ON SITE- - __ \ �� \ ;:} a ` / I ..\ \ `, `e ` ``'- \. _ ' --_. __ _ '^,:.'\. e V N I � -."' .. fi q / .. , r`!'y / P 3fjf t 1 ' I \ DRAIIiIS TO_FILTE�RA, �1'NL 5 -, ` _ \ e \ � \- � \ {<P� � `� '� \ - _ -,\ -'+ 1. ✓ -3 / N `\\/� \ \ \ f -� •-,,- - ~,( \_. s r ! �L' r,^ly_- U, n \ t`' \\ tYY1C�' " .,_ ..,� \ \. '`" -„ -.,� Y \_/,,�'. ',:•\ \ l ...._ __._ -_ _^� ,: `�^ ,.� Vic' \ �9 c' ! -•• r r -� /,� j 19� \ \` . \ -.__T __ _/1 - .1 - .\\\ `\r; t r 1 y I a ��� \ ° '\ \ % .,,�� `a"' \ ~ \1 rti \` / i• ®1 i I l 1 r! / t ,!1 i .l " - :a, \ !j, //^ \ `y __ - . __ _ \', \' •' _ \ \ \ / / * IAJ/,!,ml a r'" l : . `ri . # ` _ n\_ `-a-` __ - t0.1L-, `sr s I ; � /e `L \ _ POST -DEVELOPMENT DRAINAGE DIVIDES WATER QUALITY SUMMARY PRE -DEVELOPMENT DRAINAGE POST -DEVELOPMENT DRAINAGE AREAS (AC.) PRE -DEVELOPMENT CONDITIONS AREAS (AC.) POST -DEVELOPMENT CONDITIONS POLLUTANT REMOVAL REMOVAL DRAINAGE � TYPE OF TREA TMENT FACILITY REMOVAL RA TE AREA RATE SA TISFIED ON-S/ TE OFF-S/ TE TO TAL /MPER V/OUS PERCENT PHOSPHOROUS ON -SITE OFF-S/ TE TO TAL /MPER V/OUS PERCENT PHOSPHOROUS REMOVAL REMO VAL AREA AREA AREA AREA IMPERVIOUS LOADING DRAINAGE AREA AREA AREA IMPERVIOUS LOADING REQUIRED RATE (9) (SF) (7) (LB/YR) AREA (SF) (7) (LB/YR) Lpost-Lyre x 1 RRx100/Lpost 15. 42 49. 9% 1 7. 8 1, 9 9. 7 22, 652 7 11. 01 4. 96 1. 72 6. 68 90,182 42 13. 03 (AREAS 1- 4 (AREAS 1- 4 Bl0-FIL TER A T REAR OF PROPERTY 5070 YES COMBINED) COMBINED) 2 3. 64 0. 5 4. 08 21, 708 14 5. 30 3. 68 0 3. 68 109, 765 68 14. 96 SEE ABOVE SEE ABOVE 310-FIL TER A T REAR OF PROPERTY 50q YES 3 5. 06 0 5. 06 17, 500 9 _., 6.12 2. 35 0 2. 35 16, 625 16 2. 80 SEE ABOVE SEE ABOVE ' - 310-FIL TER A T REAR OF PROPERTY 509 YES 4 - - - - - - - 0.34 1.15 1.49 0 0 0.10 SEE ABOVE SEE ABOVE BiO-FILTER AT REAR OF PROPERTY 509� YES 5 - - - - - - 3.96 0 3.96 16,210 9 3.19 3.19-6.12=-2.93 NOT REQ'D (post iS less than 1pre *** NA NA 1 A 0. 30 - 0. 30 - - 0. 42 0. 30 - 0. 30 11, 325 87 1. 53 1.11 739Q , ,AIL TERRA INLETS WI THIN DRAINAGE AREA 74q YES 2A 0. 30 - 0. 30 - - 0. 42 0. 30 - 0. 30 10, 460 80 1. 42 1. 0 70q -- FIL TERRA INLETS WI THIN DRAINAGE AREA 74% YES 5A 0.67 - 0.67 6, 80G 23 0.95 0.67 - 0.67 13, 000 45 1.87 0.92 509 FIL TERRA INLETS WI THIN DRAINAGE AREA 749 YES *** WI TH THE TREA TMENT OF 0. 67 ACR€5 WI TH €IL T€RRA INL€TS WI THIN THIS DRr INAG€ AR€A (DA#5A), TH€ TOTAL POST IMPERVIOUS' AREA IS 16, 210 + (I3, 000 = 0. 74x 13, 00) = 19, 590. THE PRE -DEVELOPMENT /MPER VIOUS AREA FOR THIS DRAINAGE AREA lS 17, 500 + 6, 800 =24, 300. THEREFORE, WITH THE ADDI T/ON OF THE (2) FIL TERRA INLETS, WA TER QUALITY Wi THIN THIS DRAINAGE AREA IS ACHIEVED. 8' W 5'-O' -•I I+- r to CURB INLET FILTERRA -.,` 'z��, t t`,���� �_ , ,�' ,�, i r e rr� Activation i Ire tI -----------_- EF-EE t 1'iitcrra iiandard Ylan 11nteR rr� i ''\ INLET SHAPING '�eI, A. �1eGvuliun of ate niteiia,', Ludt is palumn!d ONLY by UK Supplier, Ptaclulw is A+ \ • \ A (� OTHtOtsi f- -/�� Conetructiou & Instobtion m*PUUlible iVI rlhdlte inlet pIQNd IiLln ILIA BUbVI14UWLi Cletill UUL %;ua. nag Proms t:urull;l cialacwnva Luitil lire pruievt site is fully stabikitad arld elmawd (full R' L io � I I.dl VUping, wuuts cowt, lied raid stlGet u%.119171yt CUIIIpICkill, n4galllty [lie 1 --.- 11 ! .j 1 I SOR-45 PVC COUPLING MST 13Y P 'f BOX ! CALL Bf AM FVAST (OX PLAN VIEW , STANDARD TRANSLRIN FROM Bl- A M� CURB AND STANDARD 1V BB NIGHER GUTTER DEPRESSED A. Knoll mriiL :+lull I bo Utmsintolxd Al IIIC ltler,liinIS txrld UICVNiitlris HOWITrlirig JAI Ilic Niias Nht»V•n rn+ Lhc r, O n )vad (irtlwin �rl IIIU11111 ua1.11nIN IA1111C era\tiLltlil ,n• lnL'14LI(ni il1sll I h '( g` Y' paing domes of constriction. mat�'isls contluninating tha B'111ni ' ayatom. C'era shall be taken du ' ecrostrlMfimnct a� ckm¢ e the oteoNve thrant rid t fates. ,�� $ �p PIPE LACATPON VARIES) IS, TOM EL tie at the dllaction, and by the Eripineer. III (TYP) GUTTER (TYP) .� of approved N• Activa ,ion inoludwi init'diali OD of pINN1(R) and milah IayL`M, &A, fic"matr . `""'-""""'"""" t aWri - �I B. If the Tilterrnr' is stared before installation, the top slab must be placed at the box �- GUR® (� ') , I \' ,. '' " ' FILTIRRA TNRrtAT rr. ` • \\\ \\\ --i► arm i aEr n Nlur mit Lila 2x4 wood ovided, to cent mly centitruitlntion from the site. ,Ill internal A W' I ie PLAN HEW FLLOOW GUTf� IilliligNNulq)lic(ltil'nny;),n++rsLh loll.inpluccnapdrihcdclivury. Mulnicnuntw FLOW DEPRESSED GUTTER AT FILTERRA \I_ BYPASS CURB INLET - C.11w wol slmll Ila pltucd on n c(»rgr,i.cl1;(L iutro'U(L: with a millimwn b-inoh gravel btisa THROAT OPENING (TYP) �,p � ��A. iiLOYIM1M 0y W me IL1141g Ilia Timid gru(L: ur Iho ow'1) lino in Ilia Hi-im or Ilia ,mil. Thu lull. Ill Ila P1NUad A. Hoch corsootly installed b'i1tomm) unit is to ba maintained by the Supplier, or a TREE FRAME 6 (RATE ELEVATION VIEW such tlkit the unit anti tot] slab mlatch the ; rade Df the curb ill the ataa of the Ludt• Slipli i¢r npprwad ormtrnotor f(m a mirlitilllm pcdcA of i yaar. The east of this service CAST IN TOP SLAG PUNT AS SUPPLt£0 t:tOLii4)aot' unidistiirbed sub-gn, der natarinls to 950.E of iii ixinnun density at 1- 2a� of lti W L)d lllt;lL11Bd 1t1 IlW pl'1Ce L't' H¢Vlt Pl14dLL'a+ll•+ utdL E1lkilded I[lulIltelltLliCe CVlltl'aGLs CLEANOUT COM BY AMERICAST QALVANRED ((NO HO optinninl mtoistma. Unsuitable material below sib -grads shall be replaced to the sits uw uvuiluble uLeltracost Wet wq wul, CAST IN TOP SLAB ANGLE NOSING � erlphle'Wis approval. TOP BLAB crate AND Gunvt -, . n :;�. ,�� B, Almual IrnLiutaruuLvn voustisls Ui' a muailnurn Ur t2l evkteduled visits•. T2Le tisils al'e INTERLOCKING rW (BY OTHERS) naERRA -\` 1). t)111.Ie1. Cori tmimix shall ha iiligllatl tillil NL'llla(t It) I/Iasi 1.110 alq)1'tri'eif tll•IL44171gti Willi scltCdufed seasonally tho spring visit aims to oloan tip after w1riter loads fnoluditV VOtNT (TYPO STREET lilr,(LliictiliniTLN riauCxiell'y It) mccl Nils oandiliUlis rm(L i(+ou.l mgula.ht.w. salts and sands.'1'h.: fall visit helps tin, sysGuri, by ramoving axomivo iaafEtta. _� g, CURB CUT, GRATE INLET, E, OmGa the unit is sat, di'l internal wooden fcums cold protective rnaah covet' lumt LLt left t:. F:nch mnintcnnnce visit a�nsisra nfthe fnlirn�7n hisk,. $ p � DRAINAGE DRCH, OR OTHER intact. Remove only the temporary woedort sldpphrg blocks between the Lox and top iv 12 :- DOYU VAR& T`' FORM OF LOVER ELEVATION i " , ,,,'` slab. Tlie to ]!d slTetilci ba sealed alto file box section bel'ere backfillin 1191I ^ ¢ 1t011- p )'-' W 1. lrllwau Ludt impeval.'Il 9 12' O,C. BYPASS RELIEF shrink grout butyl rubber or simdlar waterproof seal. The beards ontep of tits lid and 2. 1TUrtdPLdablitf, silt, niulvh & (Lush ramuvul PLAN VIEW -- 1xvin N .milud in Llx: Unil`S IlUtxd. mash. llOT ho rrralvc(L Tha Supplitw (Amuduasl. In ilx aulinnimidvalsr) will %movu dw%u wcliorts r11. ate iron orrlci.ivrilitm. Htwk[illing 3, r'ilter me(Hu i)VU11,11 ULVL inld revhugy o ud rLecessut'y > Lmtt Imaith i' r , : ` ' . , ; ' ,` STANDARD TRANSITION FROM ELEV W MUST ! ila in Imaging in 4' l evaluation crud latuihLg or Lepincclnent ei nomis¢ry. CURB AND STANDARD TO Nhtmld p,:rrtmncd it curarid imin T, ilia UliproFnicilc [ill Taal vial iq) i Roplao.xLlcntofmnlch ANKH PftDhpEO BY AMER1CASi ea tONDFRORALH 9Y5TEM BE NIGHER I CUTTER -DEPRESSED , n" IiILi tm I111 Ni(tuN. I rauusl: Naulitnis shl,ll kx Not in el nu+rtnal LhRI. Hill rawdl.lrl N 6. Lhsposal of allnmintUnanee radiac items FILTER MEDIA PROYM ar AMERICAST BY AMERItA,'T (iYP) GUi'TER (TYPO THAN ELEV V j � wataught,joint. Im all hismac-as, illatallntiat of filt,ma unit shall conform to _1STM n ,, ivlt,intenune2rnuurelvuprbuntlUnticluretL(rain)rlNnt•tl.ilul!letq}tlr+retpinxi) stout I spacifleation C81)1 "Standard Practice for Installation of Underground Precast [:tility SECTION A -A \ '--#�• , \ , \\ 4^ -� ---------- <iicmras', utilass clil'sMed odtarnisa in celuract docuntenfs• D. Thd bn giniagg slid taiding duk' Of SvWh i''s Ubligution tU InuinWri die ilLsuued FN.rrtwA rnaoAt -► i *YUWI T UILlabe detvilt mdby dw Supplier' at Ilse Unto the dyaWIllis Utivuted. Owners OUTLET GUTTER "-�" FLOW GUTTER \ CURB CUT, GRATE INLET, F. Coro toll gigWr ConSlmulitm (wilura prolicill) slu+.11 CTrim•o Llu1l. 010 Ilow-lino or Ilia ,u ., ' 4. 1•'ill•rrd. units ii aL a cicvulitm Than I,ha fit.tt line of Lha hyln,.n xlruutw'c to must out fly noti UtC Su but oPau <Inrua to the �larit s), widott censtiuiR Pr p fti' Pp y g^ 1 (' ) DE$KN�ATIOfd L iY (iTY d6 SIZE PIPE / FLOW \-[,nAINA•-E GTCH. OR OTHER f FORM OF LOWER ELEVATION OEPRESSED GUTTER AT _` FILTERRA BYPASS RELIEF groNlr Inlit;Q(I1DP raid, elm l) eW tn' ximihOl•� Failure Io comply wil.h Lhix guidClin.:111ay t:rnlill nnhltegraipertofthcbiorci,^.JL11011tCOlU7Q1CSy. 0 x 8 5'-0' 8'-0' (1) UJ 4' SDR-35 PYC THROAT OPENING (TYP) Pt•011Rnti Liitl w nAmu L am m I11111Jra N.1Rl'tn' dsrriWo to Ilia FillalTe. a ivirtnit milid (L)Vlua. OiWMNG AVAILABLE IN TW FILE FORMAT. DRAWING AVAILABLE IN TIF FILE FORMAT. ELEVATION VIEW ti. Each rilten'a'Dti111t111ustrec.eive atialltiala irrigatlai to mtillre survival oftlta livi)lg /-� !7�/�'�� oV'rE: 12-22-04 O t FIST-4 � ��/'71��r DALE OS-09-OS D FLR-2 � system during p riotls of drier weather. This may bo achieved through gutter Herr or tluoiiph file tree pl'ata. 1Ml��UI`�G;FJLl® STANDARDCONnOURATION ��$�r' ���-� ✓/�;3LAit!(SL�LSIII`.�G``iJ,JUrdt FILE T11ONS FO WLINB f1 �� CrIN.MCXahA�ttlwt - IIIo A71,AIf1i0I�IOt1 rc a 3tr "r+4dy* I REQUIRED EFFECI7ifE Bl(PAIIB l 1 - "IT axn.xzs Asa ases.azt ,Vv.,..,,;,., AmwAlmleximn ,�:.::e: .N:::w:r::) '' N'» r ..0,,:.:,t,., uRsw.Rlin•ra,rnin ..J:•.uirrt":9; ::: a::n PRE -DEVELOPMENT vs. POST-DEVELOPM ENT(NORTHERN PORTION) PRE -DEVELOPMENT Q2 = 14.19 CFS Qio = 22.33 CFS Qloo = 28.38 CFS POST -DEVELOPMENT (BEFORE ROUTING) Q2 = 28.66 CFS Qio = 39.51 CFS Qioo = 55.78 CFS POST -DEVELOPMENT AFTER ROUTING FROM BIOFILTER Q2 = 9.61 CFS Qio = 18.75 CFS Qloo = 29.21 CFS TOTAL COMBINED POST -DEVELOPMENT Q2 = 10.62 CFS Q,o = 20.18 CFS Qloo = 31.27 CFS DETENTION AREA ;3 NO SCALE OVERFLOW 02 = 9.61 CFS Qio = 18.75 CFS Qloo = 29.21 CFS FIRST FLUSH EL. = 576.0 TOP OF WEIR ELEK = 579.0 WEIR = 4' 3IOFIL TER = 580.50 -JL TER = 57Z O OF FIL TER/STONE = 573.0' oQ HT.=2.98' EL. 579.98 H T. = 3.53' EL. 580.53' HT.=4,05' EL. 581.05 SCHEMA TIC FOR DETENTION AREAS ,f1 & ,�2 NO SCALE TOP OF WEIR /S AT 6.6' -^-._.,�„_,� ABOVE DOWNSTREAM INVERT �"'-- 3" ORIFICE 0 BOTTOM WITH 1' OF STONE COVERING THE ORIFACE AS AN ANTI -CLOGGING DEVICE DETENTION SYSTEM-8' PIPES AREA ABOVE WEIR=5.91 SF 178 LINEAR FEET DETENTION AREA_ #1 (OUTFALLS): Q2 = 9.85 CFS; ELEV2 = 7.37' Qio = 12.32 CFS; ELEVio = 7.5' Qloo = 19.35 CFS; ELEVloo = 7.83' DETENTION AREA #2 (OUTFALLS): Q2 = 7.48 CFS; ELEV2 = 7.24' Qio = 8.67 CFS; ELEVio = 7.31' Qloo = 13.00 CFS; ELEVloo = 7.54' N O N LU t--i O - M O 1J7 1 LU Ln rzd' N O t J � � M U Q U_ UJ 'n W M tD U) I� z °O O 1 � d' � M d- �LLJ z � O V W O O 00 rTH SCOTT R. COLLINSZ No. 35791 ly §) �4' I.,, 1 '10MAT. E 1z m O �- f-. H F-i z z G 5" cz G OO IQ„ L tY 5' E � (L,I U O O O U) UUU- o r�z o O O O -) U) U U U W tY _ , lY CL a. d_ 0 0 I Uv L a. Ld I- 0 or m d d a c, O O O d z 2 � 0 0 0 r-1 O O d I m DATE 12.15.05 A �0 N DRAWN BY (U .- 0 Z Q _I d, DESIGNED BY S. COLLINS U LEI ' C� CHECKED BY 3 S. COLLINS 0 . 0) Q) L i SCALE 171=40' C _^^ W 1_ z LU , a- O J Q W > ' z z H � W o �_ � O z Q_ W �U J W a- Q � � a.s � m J z Q * U Q_ : I-- W (D z oG H � X Q w _! ��Q/� V/ W O - JOB NO. SHEET NO. 4 OF 28 ' . V� Lt •, \ I NO TE.• EACH TREE THA T IS IDENTIFIED TO REMAIN WITHIN ZONE A OR ZONE B THAT IS DESTROYED DUE TO CONSTRUCTION OR OTHER A C TI VI TIES WILL BE REPLACED WITH TWO 6 " CALIPER TREES OF THE SAME SPECIES OR OTHER SPECIES APPROVED BY THE A RB NEAR THE L 0 CA TI ON OF THE ORIGINAL TREE, WITH THE TREE L O CA TI ON, SPECIES AND SIZE SHOWN ON AN AMENDMENT TO THE PLAN.- GRAPHIC SCALE 50 0 25 ( IN FEET ) 1 inch = 50 ft. SO -, FARMINGTON COUNTRY CLUB ' •1625 COUNTRY CLUB CIRCLE -/ / \ TMP 60-E2-1 \ I \ I\ \\ ZONE RAC RURAL AREAS Z_ \ \ \ \ \ \ 272.87 ACRES / / \ \ \ - _ - - `- _ _ --- _ ``_ - - -- ` - , /i_/ _ - -sac-- ------ -- - - - �, - ~ -� / - -- ,.. 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' d / / / / y \\ \ \ \ -_ - �\ C T 60---26 / / \ \ '_1 \ \ \ \ `� J \ r \ \ \ \ / ram.. / / / / • nK6- / / / � / / - - \ � \ \ \ \ I\ _- \ \ \ \ \ \ I - s \ \ \ \ -- / / / ,�, / _ /� / C- lur / �i' / / / / / /c/ \ t, �,r \ \ \ \ \ \ \ \ \ T I GABLES ° a ------ - \ .\ \ /- , _ / �ornore \ I RL'IOTTESVILLE LC �\ \\ \ \\\ � a, \ \ \ __ / / /� �2 / // / // � / ///6;Yr;P - \\ �\ 3 /C;r�ce \ - \-_ \\ _ _ - F( ` \ , \, \ \ \ \ \ \ \ \ ___ - - - - / / / / / / / ' / / / / / / - 'L3" y 1 \ �4 '_Lcamore __ - - � (,P_irrteri \ _ ` \ ` - - \ C I t 26 0 218 .. �. \ \ \ \ \ _ - / / / ✓c?un'tee / / / / / / \ (spscimen, \ \ \ - P �` 11 \\ \ \ \\ , \ \ \ `` - _ / / / Tree, / / / / / / F //j / / / / / / / / \1r" _ yS.J\� \ _ - _ 1 8 6 p 237(plat) �` \ 7 - I \ \ \ \ \ \. - / / / / �J// / / ' / -- -� tv ��\\\\� -� _- _ - -- Pine 343 Iat !p5 ` \ \\ \ \ ` - - - / / Veer / / / / / / / / / / / - - -� ` \ \ , - - - - ` ` ` - ---_ __I: 1 �i \ \ \ \ \ \ \ - - - - - - - / / Trees / / / , // / / ___ . �- - - \ \ \ `, -- - _ - - - \ _ - / (teer rrF ' ' ' / / / / _ _ - `~ \ \ \ \ \ \' - _ \-Yoluntser� \ I (� I ____/ / - - \\ \\\\\\- I \ \.- - _`____\ \\ - --/ / / Tree] / // 6/ / / // / Z// --- '� /I/ I-/� _ � \\ \\ � �\ \ `_ \ \ 1 _-1 ...... �-__\\ � __ __ __/ / / / �/ / // � / // / / __/ J \\ \ --, 1-1 ',\ __ \ \ \ - - - - 1-1 r , _l I , ' _�y , \ \ - - / // / / / __1 11 __1 -\ -\� I-- - - - ; / l \ \ \\ / / / \ _ \ \ \ \ \ -_ / / / / / / / / / Pear / / / � \ \ \ \\ \`_ \ � 11 '1 = ,_ \ \ I \ \ \ \ \, -- i _.'-```� `\ \\ �`\-, \ \ V // / // //' / / / / / / / V / �'�/ /�yP // \ \ .\11 \ \ \\= � ` \\ \ `-� I t \ / - \ ..� \ \ / / / / / , VTnte/r 6� / / o ° 1 \ \ \ \ \ \ \ r I ,\ I - ` L - I \ �. / \ \ \ \ / - `\ \, \ \ " \ \ \ / / / / / / tree / / / / / I.:,� \ \ \\ '__1 \ \ \ \ oTuntee� I \ \11 \ \ \ / / / i 1 , ° / \ \ \ oes ' I \ \ \ / / / / / / / / To B'izMo J I \ 1 I I \ \ \ I ISTI Maple �`\� \ \ 1-1 `-- // - \ ` \ \ \ \\ // / / i / / 5.� /° o // �. 9_5 ° \ � I ,tt \ \ \ \ _ / / \ �;ed 5 \ \ \ -- / .'EXI� ING / / / / / -_ / � _ ° / \ \ ° I I I I \ \ \ \. \T` I ✓ \ \ / i TEES SH U S / / / / ti .. % \ I\ 1. ` \ �\ \ - - / \ \ \ / / / TO BE F M4VE� / / / / / / �_' / - ! � \ \ lye'\ \ ! ? \ \ °\ \ \ \ \ \ \I -1I \ _ � - ---- / / �' `'\ \ \ \ \ \ \ \ \ \ / / / // / / /' /' / / / / ' daf rr/_•z /71j / / � l� ��\ / /! -_ i \°\ \ ` \ \ \ \ \ ( ` \ \ \ Vr ! I I --� i \ \ \ \ \ / //;�,/_/ / // / / / / { / �1 I} %\ /�-�.-� \ \` \ y I , \ \ \ \ \ \ \Tr, ` � I7. 5' ' \ S/ i \ \ Do yr __-- - f l \ \ \ \ \ \ \ \ \ - - //' / / / / ' / / ' // i r ��\ / \ \ \ � \ a\° \\\ \ \ \ " \ ? / � \ r;" I J\-�_--,' I \ \ \ \\ \ \\---,' //' / / / /' / // /'// // //` / 0�3 � \ \ -_\ \ \X \\ \ Lochs: \ \ \ \ \ \ \ \ C I _ � / - \ \\ \ -- -` %' / / ' / � �/ �` / J\ / \ \/ \}duple\ \ 7.5 \ \ \ \ ' � I r \ \ \ \ \ \ Cedar / / /�/: ar / / / / � \ \ ,y v'?F \ \ I /( / ��� \ \ \ \ / / / / / 5. Z, 6 / / / / �-- Z Cji \ 11 \T !' Po\tar \ \ \ t\r,: \ \ \ \ \ \ / / / 5 \ IrSR p p 3.J \ �„ \ _------ \ \ \ \ \ -- // / / / / // / / // /b - cZ \ lr✓ ,s \ \ \ \ \ \ 1 \ \ I / / / \ \ \ ,"St \ ExISTI1JG t \ i. / / / o mo: � �-- - �\ L \ \ Doyvr ad \ \ \ ` \ ir \ \ \ I WHITE GABLES \ \ -� 1 \ Tom-°e \ \ / / / / / / / / / i t - - - - �br.v�ole \ i/Linden i \ \ 4. Pets .rYion� \ \ \ I -- \ \ \ \ \ - / / / / / yt.r�`_j'y�ke.. fig. 13. b" \ ` \ \ 13 : Pad, i ! 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I I f w \ - I - / / '�'� / / jpru<' 4 I / y y n �\ / � @ , Southern oc�tC'liv / / / / / / / - - \ _ - - »ilea / / / / 7 / •- 7 ,al / / / / So/,tI,err. !v1� Jnolia / / e - • / / l rcfe rif Hc�`e n I I I i i I F V/ _ rrr / / / .c _ __ / \ - - - - - /(multi;tem shy�b/ } ( / / �lcywocd Linden 19" ' 'r- / dyable trc;�i< / / / (IBfty / / / f a - (11 / - { , /pro /e: C _ i9"' /� 3/ / / / / / ��lt sibm I 1 / I I!l/f� r /' \ \ - , ��" �' - �; / / / i / -i,r, s�� . 7I �� / / � / / %{s`� ;' / / �0/ / '/' o . / C I I / %�oa ✓ i 7 --. -i \ - - � / / / ` 3" +, / f / / /Soutxerr� 4iyignaliv / / / / (dyad 'crew TE]' / / / �° / I I 7 o�-1�J y_' ` spc.inten`2 / �� c �' / ' �n / / // / j r rat / / / / He,�lack / "rump ;/, for J ') P / � / 6 tr f / ! Linc_nr / r /y / / / P / / . 1r t f ' / �j / .�pfJGe J.S' 42, } y t / / < / / (dc{ad tree TSP.) / / ® - \ 38„ �p / %c ad / \ s3 - ` / 19// \sZ s / , 5 ���z,�f / / 1 / i`0. / /4" I J / ." ' j (specirn,n, / / / \ H.,iYt�� (spc�rnen) / / / / cedar �5" / / �•, / / / / �` \ r - / ) / � � / / / / �emlocT ) ta!if Pt:4,lar / 0 / / / / I / J ((J / i / / / / c,ope �I / / � / / I'sl l i, / \ Peer / e 3-7't _ / Lo.r' c / r Elrn v Spruce / I I \ / / / / T F�.7 V yrtr rn / ' ,';" �Ieniv7 k�� �3.5' ' / / - ' / Red I / / / £ GJ rrtu!ti� m`'r / r - / JO.. - / r at / /111 I` 25" 15. % / \ I \ / / / / / / % � / / / / lid lacl/({� `/ n u/Jtn, / � / - "' / /" - I � //� / \ I I ", \ \ _- / / / / / 1 / / / / n)Utistem S ) Jh-' / / f - / / - / / I // / / 1-1 / / �C 1 / / / X, / /- - -_ / c/o • /- __1 \ \ I I ' . \ \ TREE PROTECTION FENCE } j�� / C� TREES T6 / / / / / Tufp F� pJar - - - / / - - - / Gry I i L -- "_ I 14 ecf,� 1oy� / . / " (_ A��J / / Per= rmm / / �y � ra h � i � V II M, ,--- '` 1+ , _ 33" ./ 3.5 +r4apks � / 6 / �.5" o� / / Cedar Cesar / / a '1 \ / r+ / r3�, mul• stern -ic'' `z a - - __ \ Pe' szrn Irr, \ 3 5" / / / XF / � 0 1 _ 1. ,em It % (s,ecim n l / / % i - �\ 19 , \ f j Nall'../ / / j / / / / / / / _._ _ _ / / �ir f \L, T EES TO REM \ \ ti pie(\ \ \ \ / / I3. ,l / / 7 / / � / • / / / / - - - - / s - / ) r _� ecar REMAIN ^� / \ \ ' ' yr\ ..N,"pl" \ / , 13.5" �� / / / / " f' / C / __ / / / / / / / Irr / / , -- / - - \ I r g \ - / / ^8. / / / / / ' �� ti j 1 ,i of rr y - - \ u 1 /� I\ \ ape \ /�, // / / / / / / / / cF fry / „r 1 - - \` \ \ \ \ pr? `r \ idalcwt \� ,,la ;�F / ' / / / / / Spr� c. /5,. / i P.e dcr a,. - - _ - \\ 3� B/. TB v . \ \ -\ 3„ / 1 t3eecn �a / SVo r(JI f // / / -, / / / / / y ?R) / __ i ^ 2 / / \\_ I� ` \ \\\\ \\ \\ \ \ (logW . / (>perirr n)-34 I _ /"c'.// / z // / / // � //// / // / / � �\ \ \ \ \ \ 6 - ) , / ✓ / / / / /:rk,c,rvi; ae 63 / / / / / f , ` ./ / z p \ �-- - r 0 \ \ \ _ / / r - - r--a e?nut / � / / / _/ / Tulip Pop,of ` -_ �d at \ o ' I �tuliis t IJ / / / � - _, / - cud t \ \ Z \ _1/ \ \ _ \ \ `� / . (Tam) t3 / / Arbor�e / / _ 1` � �,._� -1� / 6" 6 \ �Q I\ \ \ \ ! `.,1 lhople Degrroo -- i _ i / rnu!iirn 15.j i c� �. ` a 11 \ -; / / / \ \ \ \ \ \ vple / =_ / ryi�ar itae9-p/ �' / \ \ / \ \ \ F�r.�ry/.i�_5,, tie poclar _/_-�/ r(I[I,lrll 1I.J / uG P \ \ Pharr 9 3 v- < ✓t !}2„ j 1 - -=--:iiisary/ / i / / / / � _ / /f' _ `D \ \ \ \ nu\N-em -.5`�1 1 ( � / / �nu,tistern 5.5„ / / // Y / / / / e _ / / , / ✓� Q� \ \ \ \ \ 14, \ \ ~ \ \ - � ? -4 _- r- v'unat 10 .f/ r'-�.30;, / / I /� _ � \ � / // / UUU �3/ 1 \ / �\ \ .r /1 �._,; / ¢' - - _ / / / / J _/ �/ %i tine t 1. �'' IN �' + / / / 61 - _ <� # �. i - / / a`' TREES TO EI AIN \�� _ \ \ \C Han / ;;r'v -- / i i' \ � \ \ \ .\ a 1; -/ ° c d / / / / / / / // /� i / n5„ y # \ .. ✓ ,{ -� / / / / roc / \ / / �\ - nc �- / j / /I \� " \ _-�./ \ \ 3 t lu orng Cheri � \, / z r \ \ vim' ' uvr' --nt�agvrood <�, { 3oq can / l %�//j / Pine - j �,z \-Y , 7.5 / 1 5„ / rine\11 -_ \ „q -,�e �„ /,r�`,,t Jt1 �4" / / , f/ 1;y�i .' 3 `Hc i,,�. / / =tul F ccicr / - _) \ \ \ \ \ \ Ocyvroor j c woo D°g'r�c, i �? artfEa. / / / / __ I l\4 � \ / {;1! ty - s„j %9 / / / / / / Re:?/du� _ f ✓ ' / = - \ �F" ti � Mvple"111cko, Hickory - - \ \ r /__ W 21 / -- n_ / y, r'uitistem y \\ Oak, 5R) 5" \ Cedar ' ^\ J.S" £ i �'oywood" , S � `; \ l F` f' \\ _ i `^r,ne 1 ,-- -- \ \ \ \ " - , 4" - \U / / 7 Vda\ \ i )" 11.5' / / g / ' ' \ \ \ \ \ __ -j- \'e 11. I. Dogw� t a^- p� , - !j,y.,r,rz ---,, ,<, / f _ -wll `i7'. \ ,ii, \ TREES TO / - / / / i. / � - _~ \\ c.F/ - --� - \ \ \ ,r L ? �-�/ n.r S� / / '..� 1 I I ~ / rzr..% / \ / C'rabapp?e 1 �� / Dca,v o C7yw '�', ,r 3 / fpecimen) ?t ? REMAIN / F!nef / t/1? Jy omore l / \ \ \ r, -- � Spruce c � / / - - I I % / / (sf malt stem 7.5" _ i \ _ - Pirte 1 5" Eoo - - z 3 �e<imv� S:veet turn 6" \ \ 4; ocivv >o T� - a ] z / - ( 1 �. 23" / ) \\ \ - �h\ l4" / C/o9noo t� \13_.5"-R4 b d / Ff-, i ��� Alai,`.t Maple t5.5" \ / / c/ 3 0 / 13.5 eet Gur,. / � / \ \ der 2,,3JNa!nut \ � q / D \� 4' / i5 ', F rC u' ? 1 i,i' 1 5 / y � � /. multister ; h" i 4 / " o u4, Pa i Pi, e t -1 5" / )' uti % ., �: r Tali a lar -, P l- n �' \ - 0�rQR) �`.' \ / %( / r 1 f TR ES TO REMAIN •, uv \`` ` - - \1 ir1.5" ! '� � / / /25" / 4`J81nut ✓'v Char ! /3 / } I-Z S5 d PinE fi3..` \_i e 15.5" N w �4r� _ \ i R bud I / %! 7' fig- f _ L rv?- \\`-`, _� - l bud c � � nu i+ .min 4 � f 1 ���7/ ® y � �31 f �) \ .l Pine i3. Pin, I/_ Wa t / _ / \ ine 11.5" 'a Qn�•_r/-�^'-_"--. - - - - �' •- r� ~` - W GOB {' _ :� �___ (('� C`' - OH �/\� � � 1 �s s / / Tom. Poplar t r 5" , 4* � t _ R �. _ _ -�-- UagvJ (ot r God O n / . �,. \-� initrt" r 6 TT ` Q1i1/+ �Q= �_ -y0 F = _ .--�=-�- - ��o10(fi. fte - �Y5.5' Y- - Hcr / - - -- - - - �- - -_!!�__- - - S _ j \�.`__ - - 6 3 '--y�/� I �r� / __ / _- I7 - - - �•--� 1 i:5 - � = OHT 7-0H1 _ - OHT-f 0 - - OHT m"" m' - r _�:� 1_, - _ - __ 1117// - __�� < -b X , 5��7 �� , < \,. <�Z! \ "'�� _ __\` M J--�--- .� _ .._-______< < < _ W \ 61. U.._� ZOUT� j250-.--�- __=_� \. \ ��`rG �RlB71�\ 1O S \ \ \ \ I \r-- --'-' 1 \ Cj C:} \\ \\ \\ o o I 11 NOTE: EXISTING ENTRANCES TO THE PROPERTY TO �� a` )� S I \\ NOTE: NO MOVEMENT OR STORAGE OF HEAVY �m °°��°� / r� \\ BE ABANDONED. STONE WALL AND/OR PEDESTRIAN EQUIPMENT AND MATERIALS SHALL BE ALLOWED GUARD RAIL � \\� / �, \\ GATE TO BE INSTALLED AT THESE LOCATIONS. \, / / \\ WITHIN THE TREE PROTECTION AREAS. \\\\ It , 1 1 \\ \\ I 1 I \\ \ I , I - 'i ROCK WALL/ & COLUMNS FENCE & ROCK WALL GATE & COLUMNS // C/O �09 `I , �- I r J r. �` \�.I ', )/ 1 \ __ - - - __ W '�� \. -- -----�, -=� �1_11 - - _ - __ 51 , - - 1 i D -- T-T G ARIAbLE R/W _ -I, 5.__, � c \ ��_W:k__ __"`_�/ f OT .EXISTING ENTRANCES TO THE PROPERTY TO BE ABAAIDONED. STONE WALL AND/OR PEDESTRIAN CO NCR TE & GATE TO BE INSTALLED AT THESE LOCATIONS. ii ROCK WALL BENCHMARK ELEV.=591.02' NOTE: EXISTING SITE WALL TO REMAIN. DISTURBANCE SHALL BE LIMITED TO CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF ONE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL. STONE PILLARS ARE TO BE PROVIDED AT ANY PROPOSED ENTRANCE TO REPLACE THOSE REMOVED. LEGEND EXI S TING TREES � i, M� '. AREA OF TREES TO BE REMOVED c, ,L,,,L,,,�� INDIVIDUAL TREES TO BE REMOVED . . ;•1.s: . NO TE°• THE TREES THA T ARE SPECIFIED TO BE REM 0 VED ON THIS PLAN THA T ARE L OCA TED OUTSIDE OF THE LIMI TS OF CLEARING AND GRADING HAVE BEEN DETERMINED TO BE IN POOR HEALTH OR DEAD BY A CERTIFIED ARBORIST '', . , 1992 3.3$ I I DRIP LINE 1 SNOW FENCE BOARD FENCE •r...•,. l lr •' .P.J..♦.4i•.J.,, •.1i1•. rro........ ,,..... ,.,....... ,,. , Pi CORRECT METHODS OF ' l \ . to ` V- W -, CORRECT TRUNK ARMORING No TRIANGULAR BOARD FENCE Source: Va. DSWC.. • III - 401 County of Albemarle Conservation Plan Checklist -- To be placed on Landscape Plans (Handbook, pp 11I 2S4-111-297 for complete specifications) Plate 3.38-2 ' / 1. The folloAlU items shall be shown on theplan: 0 Trees to be saved; I/ ❑ Limits of clearing (outside dripline of trees to be saved); . ❑ Location and type of protective fencing; j❑ Grade changes requiring tree wells or walls; _ ❑ proposed trenching or tunneling beyond the limits of clearing. . 2. 1VIa ' - { ❑ All trees to be saved shall be marked with. print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a CountyIn Spector. 3. Pre -Construction. Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Stan:... ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. $oil. Erosion and Stormwater Detention Devices; ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: - L3 Fires are not permitted within 100 feet of the drippline of trees to be saved. 7. Toxic Materials: I❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. C. ' 8. Protective Fencing: © Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be, in place and shall be inspected and approved by a County Inspector prior to grading or construction. i 9. Tree 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 submitted for approval. i 10. Tree Walls: ❑ Whezi the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. i 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. e u : ❑ Protective fencing shall be the last items removed during the final cleanup, 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree sp-cialist. NOTE: IT IS THE DEV1 y�OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONS i Ri ATION REQUIREMENTS. ' i f i I OWNER SIGNATURE 1. (DATE) 4 i f I CONTRACT PURCHASER`81GNATURE (DATE) • J A40�0�0�H 0 11 o` - O SCOTT R. COLLINSZ U No. 35791 r� E O Cl1 C7 " 0 rn I'D cV N CD Q ,o N LU U� CD t-- rn Z i-- F - I- �` � >o ° Z Z Z I LL tip I _ �W Lu �' � W, aJ 'd' H L L 0 1 U 000t d =x o � � � i Z Z Z Z 1--000� Q ,_, U U U LU ii w � � ce S 1) (n N Z Q) E O d. Z M U UJ d. :5 � Z Z n 0 -I n- o 9 73 C:) 06 E in ip 11D '116 O LU O O O 0 -) Q,--I O O ® v Q N riij kO I) to .'-t' O O " Q) L DATE v N L 12.15.05 ;' DRAWN BY co 0i / . V) Z DESIGNED BY -1 a_ S. COLLINS ") U LJ_.I CHECKED BY / 3 S. COLLINS "I 0) O SCALE L L i 1 11= 50' Q, I \D 00 i cv 1-1 14Y L" : - Q I-1 Z a O Z , W U 0 � H Q I in 2: Q I� 00 J Q. ,�/ ce Q I. W Uj ZU M :. wLU W 1L- Ce H n I .Z L_j i , tY LU ;. _1 LU F--1 W G V) }: t j I a ( , I> -,° , 30B NO. 1, tq 1.1 Wi ., C' •.!G . �� SHEET NO. I (-ZZ-OG' >' G�r 5 of 28.1 ,ll'; /_ LEGEND ROADS ------------------------------- -----; EXISTING CULVERT CUL VER T 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC- 3A DITCH 6" DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH ... -- ... -- EARTH DITCH DRI VE WA Y CUL VER T BENCH MARK ..•• •••• •••• •••• •••• CLEARING LIMITS T VDOT STANDARD STOP SIGN zoo-- - --- EXISTING CONTOUR 20o PROPOSED CON TOUR 240.55 PROPOSED SPOT ELEVATION �- TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX EROSION CONTROL * VIRGINIA OOK SCONTROL SPECIFICATION NUMBER HANDBOOK STB1 1 1 1 1 1 1 i STRAW BAIL BARRIER 3.04 11 DD D V TEMPORARY DIVERSION DIKE 3.09 ST tam# TEMPORARY SEDIMENT TRAP 3.13 SB SEDIMENT BASIN 3.14 lP INLET PROTECTION 3.07 SFX X SILT FENCE 3.05 CE CONSTRUCTION ENTRANCE 3.02 CD ' CHECK DAM 3.20 FD TEMPORARY FiLL DIVERSION 3.10 D V DIVERSION 3.12 PS PS PERMANENT SEEDING 3.32 TO L-- TO TOPSOILING 3.30 C/P CULVERT INLET PROTECTION 3.08 US �_ UTILITY STREAM CROSSING 3.25 DC DC DUST CONTROL 3.39 GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS 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 APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN INI TiA TI VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SUR VEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HA VE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERALS, AND WA TER LINES, ETC. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRI VA TE BOOSTER PUMPS MA Y BE REQUIRED. 10. ALL COMMERICAL BUILDINGS WILL BE REQUIRED TO HA VE A BA CKFL 0W PRE VEN TER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-POF-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 ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MA T LINED DITCH MAY BE REQUIRED WHEN iN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT /S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL NOTES 1. DEVELOPER: KENRIDGE L.L.C. HC A TTN. HUNTER CRAIG P.O. BOX 5509 CHARLOTTESVILLE, VIRGINIA 22905 OWNER: KAPPA SIGMA MEMORIAL FOUNDA TION CIO JOHN S. B/RKELBACH 2447 IVY ROAD CHARLOTTESVILLE, VIRGINIA 2. ENGINEER: COLLINS ENGINEERING 800 E. JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE. (434) 987-1631 E-MAIL: Scott@Collins-engineer/ng.com CONTACT, MR. SCOTT COLLINS J. TAX MAP NO.: 06000- 00- 00- 02700 D.B. 3049, PG. 043 D.B. 1153, PG. 646 4. ZONING : CO COMMERCIAL OFFICE 5. USE : MEDIUM -DENSITY RESIDENTIAL & OFFICE 6. ACREAGE (TOTAL): 16.5 +/- AC. ROADS: 2.1 AC. COMMON AREA/ PASSIVE RECREATIONAL AREA: 133055 SF. = 3.05 AC. (18.57.) Z SETBACKS (PROPERTY): FRONT- 275' SIDES. • 30' REAR: 50' SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS. 8• TOTAL # OF UNITS 66 - 65 NEW DWELLING UNITS (1 EXISTING DWELLING UNIT): 13 TOWNHOUSES 47 SINGLE FAMILY ATTACHED 5 SINGLE FAMILY DETACHED UNITS GROSS RESIDENTIAL DENSITY.- 4 DU/ACRE 1 EXISTING MANOR HOUSE RESIDENCE TO REMAIN ** 1 EXISTING 3000 S.F. CARRIAGE HOUSE STRUCTURE TO BE CONVERTED TO OFFICE USE 9. UTILITIES. SEWER: COUNTY SEWER - AVAILABLE ON THE SITE WATER: COUNTY WATER - AVAILABLE ON THE SITE 10. SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) 11. PARKING CALCULA TIONS RESIDENTIAL PARKING REQUIRED: RESIDENTIAL UNITS RED?U/RE: 2.25 SPACES PER UNIT 66 UNITS * (2.25) -49 SPACES RESIDENTIAL PARKING r'ROV/DED: 66 UNITS CONTAIN 2 vARAGE SPACES. 132 SPACES STREET PARKING PROVIDED: 17 SPACES TOTAL PARKING PROVIDED: 132 + 17 = 149 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP-04-052 CONDITION #1. (6 PARKING SPACES PROVIDED) 12. THE NORTH PORTION OF THE PROPERTY DRAINS TO THE SOUTHFORK R/VANNA RESERVOIR WATER SUPPLY WATERSHED. THE SOUTH PORTION OF THE PROPERTY DRAINS TO THE MOREY CREEK WATERSHED. 13. WA TERSHED: S RI VANNA RESERVOIR - WA TER SUPPL Y PROTECTION AREA 14. TOPO & SURVEY BASED ON EXISTING DATA AND FIELD -RUN SURVEY BY TIMMONS GROUP. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIA TEL Y IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 16. MAXIMUM AMOUNT OF i,WPERVIOUS COVER ONSI TE.- 5.8 ACRES 1 Z INDIVIDUAL TRASH CONTAINERS SHALL BE PROVIDED FOR EACH UNIT 18. OUTDOOR LIGHTING THROUGHOUT THE PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3, 000 INITIAL LUMENS. 19. COMMERCIAL BUILDING :-HALL BE REQUIRED TO HAVE A BACKFLOW PREVENTION. IN ADDITION, THE EXISTltvty MANOR HOUSE SHALL HAVE A BACKFLOW PREVENTOR FOR POSSIBLE FUTURE USES AS A COMMERCIAL/OFFICE BUILDING. THE COMMERCIAL BUILDING WILL REQUIRE A SPRNKLER SYSTEM FOR FIRE PROTECTION, AND THE MANOR HOUSE SHALL ALSO REQUIRED A SPRINKLER SYSTEM FOR FIRE PROTECTION IF IT IS USED AS A COMMERCIAL BUILDING IN THE FUTURE. ** THE EXISTING MANOR HOUSE lS BEING USED CURRENTLY AS A SINGLE FAMILY DWELLING, HOWEVER, IT CAN BE USED FOR COMMERCIAL/OFFICE USES IN THE FUTURE. SANITARY SEWER SCHEDULE MH-MH BEARING DISTANCE MH 1 A TO MH I N66 52'16 "W 101.92' MH 1 T,' &,H 11 S20°15'08"W 123.02' MH 11 TO MH 11 A S20 33'41 "W 223.23' MH I 1 A TO MH 12 S20 °0451 "W 148.53' MH I TO MH 13 N68°0958"W 83.83' MH 13 TO MH I3A N53 2238"W 97.28' MH 13A TO MH 14 N65 5427"W 76.85' MH 11 A TO MH 778 N69 °15'33"W 175.06' MH 1 TO MH 2 N56 48'49 "W 182. 30, MH 2 'TO MH 3 N62'1328"W 747.84' MH 3 TO MH 4 N88°1452"W 210.97' MH 4 TO MH 5 N0121'18"E 112.50' MH EXIST TO MH I A N54 4255"W 349.00' MH 5 TO MH 8 N86 3224 "W 121.66' MH 8 TO MH 9 S03 26'05"W 702. 00' MH 9 TO MH 10 500'4327"W 400.00' MH 4 TO MH 6 SOI '44'58"W 110.52' MH 6 TO MH 7 575 °11 53 "E 139. 45' MH 8 TO MH 15 N46 °12'22"W 37.06' MH 15 TO MH 16 N88°1457"W 96.50, SE 2004- 052 KENRIDGE CONDITIONS OF APPROVAL � ,TH 0 AL.BEffARLE COUNTY E'NCINE'..�'.RLW APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS 10- 5- 05 C MERAL CONSTRUCTIOAT .MOTE'S SCOTT R. COLLINS� FOR PRI VA T�` ROADS PREPARED BY MCKEE CIARSON,T DATED JUNE' 16, 2005 REPLAN SHALL BE INVISION ("CONCEP/ TUALHPLAN "). CONCEPTUAL L PLAN OU No. 35791 ATTACHMENT A). PARKING FOR THE OFFICE USE SHALL BE LIMITED TO THE AREA AND NUMBER OF 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, SPACES SHOWN ON THE CONCEPTUAL PLAN. IF ADDITIONAL PARKING IS REQUIRED FOR THE OFFICE USE, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not AN AMENDMENT OF THIS SP SHALL BE REQUIRED. �`S`SIONAL V, accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. THERE SHALL BE A MINIMUM FRONT YARD OF TWO HUNDRED SEVENTY FIVE (275) FEET BETWEEN THE SOUTHERN -MOST STRUCTURE (THE "MAIN HOUSE") AND THE PROPERTY LINE ADJACENT TO ROUTE 2. Construction inspection of al/ proposed roads within the development will be made by the County. The 250 AS SHOWN ON THE CONCEPTUAL PLAN, SIDE AND REAR YARDS SHALL BE AS SHOWN ON THE contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of CONCEPTUAL PLAN. construction. 3. All materials and construction methods shall conform to current specifications and standards of VOOT. All J. ALL STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION WITH THE (29 CFR Part 1926). INTENT THAT SUCH STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES WILL BE BUILT TO A STANDARD CONSISTENT WITH THE CONNECTING STREET ON THE WHITE GABLES PROPERTY. ALL 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control STREETS AND PEDESTRIAN ACCESSES SHALL BE CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE plan and must be installed prior to any clearing, grading or other construction. COUNTY ENGINEER IN ACCORDANCE WITH THE HIGHLIGHTED SECTIONS OF ATTACHMENT A, REVISED AND DATED AUGUST 30, 2005 AND INITIALED AS CTG. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If 4. THE CONNECTING ROAD EXTENDING FROM THE FORMER ITT PROPERTY (TAX MAP 60, PARCEL 28) N a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design AND ACROSS THE KENRIDGE PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON THE CONCEPTUAL 0 engineer and submitted with the test results for approval. PLAN, SHALL BE ESTABLISHED AS A PRIVATE STREET /N CONJUNCTION WITH THE FINAL SUBDIVISION N V) PLAT OR SITE PLAN. AS A CONDITION OF FINAL SUBDIVISION PLAT OR SITE PLAN APPROVAL, THEI- 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2: 1 APPLICANT SHALL GRANT ALL EASEMENTS DEEMED NECESSARY BY THE DIRECTOR OF COMMUNITY Q w w (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4: 1 or better are to be achieved. DEVELOPMENT TO ASSURE THE PUBLIC'S RIGHT TO USE THE CONNECTING ROAD FOR PURPOSES OF E 2: INGRESS TO AND EGRESS FROM TAX MAP 60, PARCEL 28. w 2: E 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements H o z LO H V) O O prior to acceptance by the County. All drainage outfa/l easements are to be extended to a boundary line or a 5. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND > p natural watercourse. CONSTRUCTION OF THE ENTRANCE TO THE PROPERTY, AS SHOWN ON THE CONCEPTUAL PLAN, AND U) j w w w SHALL PAY I TS PRO RA TA SHARE OF THE COST FOR S/GNAL/ZA TION OF THIS INFRASTRUCTURE w U-) a g 2: 2:8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field CONTRIBUTED BY TRAFFIC FROM THE DEVELOPMENT AS FOLLOWS: r N � 2: 2: 5" 00 U determined at the time of construction. Additional guardrail may be required at locations not shown when, in (A) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL PLACE FUNDS /N Jd- V) O O O U U the opinion of the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is ESCROW OR PROVIDE OTHER SECURITY ("SECURITY') ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL Q It 0 r r r z z required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and TO ITS PRO RATA SHARE OF THE COST OF THE SIGNAL WHICH AMOUNT SHALL BE CALCULATED BY THE = X z z z z Q Q roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works DIRECTOR OF COMMUNITY DEVELOPMENT /N THE YEAR IN WHICH THE SECURITY IS PROVIDED. THE U Q O Z) Z) Z) m m Policies SECURITY SHALL CONTINUE SO THAT 'IT /S AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN LL' O O O C� re, (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS W M V) U U U Q Q UJ > c�aceaa 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B NOT IN AN INTEREST -BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE W W W W W W SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRICE INDEX, AS DETERMINED °- °- °- °- °- or C). BY THE DIRECTOR OF COMMUNITY DEVEL OPMEI / T, 00 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard (8) IF, AT ANY TIME UNTIL TEN (10) YEA '-,S AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE z0 0) PE-1. PERMIT, VDOT AUTHORIZES /N WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S cQ M ENGINEER APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING "t 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the PERMIT, THE COUNTY MAY DEMAND PAYMENT OF THE APPLICANT'S PRO RA TA SHARE OF THE COST OF U- w opinion of the Director of Engineering, or the Director's designee, it is deemed necessary. THE TRAFFIC SIGNAL, AND THE APPLICANT SHALL PAY ITS PRO RATA SHARE OF THE COST TO THE LU COUNTY WITHIN THIRTY (30) DAYS OF THAT DEMAND. _ 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential c~ a subdivision streets. 6. SCREENING ADJACENT TO THE RAILROAD RIGHT-OF-WAY AND ALONG THE WEST AND EAST Q SIDES OF THE PROJECT SHALL BE PROVIDED AND MAINTAINED AS DEPICTED ON THE CONCEPTUAL w 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical DIAGRAM OF PERIMETER SCREEN AND PR/VAC;' PLANTING, DATED MAY 12, 2005, BY CHARLES J. STICK, o pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. ATTACHED AS ATTACHMENT B. THE CONTINUO L EVERGREEN TREES NOTED AS LEYLAND CYPRESS 00 HEDGE ALONG THE NORTH, EAST AND WEST SIDES OF THE PROJECT SHALL BE INSTALLED AT 10' TO 12' Ln �0 �D t10 �0 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all IN HEIGHT AFTER LOT GRADING BUT PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR ANY DWELLING W 0 0 0 00 street intersections. Signs and their installation shall conform to Albemarle County Street Name Sign UNIT CONSTRUCTION. THE LEYLAND CYPRESS HEDGE ALSO SHALL BE PLANTED ON EIGHT (8) FOOT I- ui 0i ri 4,4 Requirements" The developer shall be responsible for maintenance of signs until roads have been accepted. CENTERS UNDERGROUND IRRIGATION SHALL BF PROVIDED FOR ALL THE PLANTING AREAS. SCREENING Q *-i 0 0 c1i r-+ DEEMED ACCEPTABLE TO THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL BE PROVIDED ADJACENT TO rv., oM 0 0 0 T 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project THE RAILROAD TO MITIGATE THE IMPACT OF THIS DEVELOPMENT ON ADJACENT PROPERTY AND THE expire prior to signing and recordation, then approval of these plans shall be null and void. IMPACT OF THE RAILROAD ON THIS DEVELOPMENT DATE 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the 7 PRIOR TO ANY ALTERATION OR DEMOLITION OF ANY BUILDING, A RECONNAISSANCE LEVEL opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to DOCUMENTATION TO INCLUDE BLACK AND WHITE PHOTOGRAPHS AND A BRIEF ARCHITECTURAL 12.15.05 provide safe and convenient access. Al/ signs or other regulatory devices shall conform with the Virginia Manual DESCRIPTION SHALL BE PROVIDED TO THE SATISFACTION OF THE COUNTY'S HISTORIC PRESERVATION for Uniform Traffic Control Devices. PLANNER. DRAWN BY 8. REGARDLESS OF THE OWNERSHIP OF THE OPEN SPACE AND AMENITIES, THEY SHALL BE MADE AVAILABLE FOR USE BY ALL RESIDENTIAL AND COMMERCIAL UNITS IN THE DEVELOPMENT. DESIGNED BY 9. EXCEPT FOR THOSE ATTACHED SINGLE FAMILY BUILDINGS LOCATED IN ZONE A., THE EXTERIORS OF A TTACHED SINGLE FAMIL Y BUILDINGS SHALL BE THER RED BRICK, OR WHI TE PAINTED BRICK, W/ TH S. COLLINS GABLE ROOFS THE EXTERIORS OF BLOCKS OF ATTACHED SINGLE FAMILY BUILDINGS IN ZONE A. SHALL BE EITHER RED BRICK WITH GABLE ROOFS. THE FEATURES IN ZONE A. SHALL BE REVIEWED AND CHECKED BY APPROVED BY THE ARB DURING ITS REVIEW ut' THE SITE PLAN FOR THESE BUILDINGS THE EXTERIORS OF DETACHED RESIDENCES SHALL BE ETHER RED BRICK OR PAINTED WHITE BRICK. THESE MATERIALS S. COLLINS SHALL BE REVIEWED AND APPROVED BY THE DESIGN PLANNER BEFORE THE ISSUANCE OF A BUILDING PERMIT FOR THE BUILDINGS. (SEE ATTACHMENT C). SCALE 10. EXTERIOR ROOF SURFACES SHALL BE CONSTRUCTED OF EITHER COPPER OR SYNTHETIC SLATE. Ll AS NOTED 11. THE NEW VILLA AND TOWN HOME UNITS SHALL INCLUDE GARDEN IMPROVEMENTS, GENERALLY AS DEPICTED ON THE FRONT GARDEN DIAGRAM, DATED AUGUST 24, 2005, BY CHARLES J. STICK, LANDSCAPE ARCHITECT. (SEE ATTACHMENT D). MAINTENANCE OF THESE AREAS SHALL BE PROVIDED FOR AND REQUIRED BY THE HOMEOWNER'S ASSOCIATION WHICH SHALL BE SET FORTH IN THE COVENANTS FOR THIS DEVELOPMENT THE DECORATIVE WALLS, STEPS AND WALKS SHALL BE CONSTRUCTED OF ROAD NOTES EITHER BRICK OR STONE. GRADING 12. TO ENSURE THE RETENTION OF THE MAJORITY OF THE EXISTING TREES IN THE 275 FOOT FRONT 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE YARD SETBACK DESCRIBED IN CONDITION 2 (OC:A TED BETWEEN THE MAIN HOUSE AND THE ROUTE 250 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL WEST ENTRANCE CORRIDOR), THE APPLICANT SHALL SUBMIT FOR REVIEW AND APPROVAL BY THE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT COUNTY'S DESIGN PLANNER A TREE CONSERVATION PLAN PREPARED BY A STATE CERTIFIED ARBORIST 2. WHERE UNSUITABLE MATERIAL iS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED THA T MEETS THE REQUIREMENTS OF SECTION 3.9. Z 9.4 OF THE ZONING ORDINANCE. THIS PLAN SHALL BE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WiTH REQUIRED FOR ALL EROSION AND SEDIMENT CONTROL PLANS, SITE PLANS, AND SUBDIVISION PLATS SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE 13. THE SITE WALL IMMEDIATELY ADJACENT TO ROUTE 250 WEST SHALL BE INCLUDED ON ALL ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES DRAWINGS THAT INCLUDE ITS CONTEXT. ALL GRADING, ROAD ALIGNMENTS, TURNING LANES, AND OTHER AT ROAD INTERSECTIONS SHALL BE REMOVED. IMPROVEMENTS SHALL BE ADJUSTED TO INSURE THAT IMPACTS TO THE WALL ONLY INCLUDE CLOSING 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER THE EXISTING ENTRANCE AND ADDING A SINGLE ENTRANCE. NOTES SHALL BE INCLUDED ON THE PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. GRADING, SITE PLANS AND SUBDIVISION PLATS THAT STATE: "THE EXISTING SITE WALL SHALL REMAIN. DRAINAGE DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF Q THE PROPOSED ENTRANCE INTO THE SI TE. " ANY CHANGES TO THE WALL SHALL BE MINIMAL AND 1. ALL PIPE CUL VER TS, EXCEPT PRI VA TE F_PiTRANCES, SHOWN HEREON ARE TO BE RCP WI TH ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL TO THE SATISFACTION OF THE z A MINIMUM COVER OF ONE (1) FOOT. ARCHITECTURAL REVIEW BOARD. PRIOR TO THE :ISSUANCE OF ANY BUILDING PERMITS IN THE FINAL (D W 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'5) TO - BEt -PRO. V10__ED__ AS INDICA TED ON BLOCK, THE STONE PILLARS SHALL BE REPLACED AT THE NEW ENTRANCE FROM ROUTE 250. THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH 14. THE DESIGN OF ALL SINGLE FAMILY DETACHED RESIDENCES, INCLUDING BUT NOT LIMITED TO COLORS, AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ROOFING, SIDING AND FOUNDATION MATERIAL SELECTIONS, SHALL BE COORDINATED WITH THE ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS ARCHITECTURAL REVIEW BOARD -APPROVED DESIGNS OF THE ATTACHED RESIDENTIAL UNITS, A-5 z Z UNLESS DETERMINED BY THE DESIGN PLANNER. OTHERWISE NOTED ON PLANS. LIJ OU Q 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 15. THE OWNER AGREES TO VOLUNTARILY CONTRIBUTE A SUM OF $3,000 CASH PER NEW DWELLING UNIT ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER TO THE COUNTY FOR FUNDING AFFORDABLE HOUSING PROGRAMS [INCLUDING THE HOUSING TRUST FUND]. LU r-1J COURSE. THE CASH CONTRIBUTION SHALL BE PAID AT THE TIME OF THE ISSUANCE. -OF THE BUILDING PERMIT FOR Up� �•.J SUCH NEW UNIT. THE ACCEPTANCE OF THIS SPECIAL USE PERMIT QY"THE OWNER SHALL OBLIGATE THE Q PA VEMENT OWNER TO MAKE THIS CONTRIBUTION. Z® w 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT 16. PEDESTRIAN ACCESS DEEMED ACCEPTAL�Lr' BY THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL m M OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE BE PROVIDED TO THE MANOR HOME AND TfI% CARRIAGE HOUSE. Q DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED C) METHOD OF CORRECTION. 17. WITH THE EXCEPTION OF THE ENTRANCE ROAD, ALL STREETS WITHIN THE DEVELOPMENT SHALL I-- Z 2. SUBGRADE MUST BE APPROVED BY TiL'� ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. CONFORM TO THE NEIGHBORHOOD MODEL MATRIX, DEEMED APPROPRIATE BY THE DIRECTOR OF U W p[ 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL COMMUNITY DEVELOPMENT. W W MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 W DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. J W 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN ACCORDANCE AND WITH THE �- 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PR/OR TO PLACEMENT OF ASPHALT DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL -I O DEVELOPMENT IS TO BE DEEMED AS (PRIME COAT RC-250 0 0.3 GAL.�SQ. YD.). ORRECTTHEORETICAL TOTHE BEST OF MY KNOWLEDGE.ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND � 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA Z DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. Q 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO -------------------- V) NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED OWNER WiTHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN ---------------------- THE STREETS RIGHT OF WA Y. AGENT BLASTING NOTES COMMOjVfrEALTH OF VIRGINIA TO WIT:1. BLASTING, WHERE REQUIRED, SHALL_ BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE COUNTY OF ALBEMARLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE I A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE COMMONWEALTH OF VIRGINIA DO OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. � ------' 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED HEREBY CERRTITIFYFY THAT EVERGREEN LAND COMPANY TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE WHOSE NAME IS SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN CONTRACTOR AND/OR DEVELOPER. MY -------- AND COMMONWEALTH AFFORESAID. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT GIVEN UNDER MY HAND THIS ----- DAY OF _____2003 TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. --------------- ------------------- 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE NOTARY PUBLIC MY COMMISSION EXPIRES PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS JOB NO. 5. BLASTING ON SA TURDA YS, SUNDA YS, AND HOLIDA YS WILL BE PERMITTED ONL Y WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN /N THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSI TE" SUPERVISION OF THE AUTHORITY ANY DAMAGE AS A RESULT OF �'ZZ'(?� SHEET NO. BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6 of 28 - . � . ___________ ---�-.-------,------------------�---------�------------..---.----� -- - ------ _l'___.__ ----..--�-�.-.----,--.,-----,---�.-.-� --- __ - � ___..______..____ __________. -------�---.--,---.----------.-.--�--------.-.-- - -..------ ___________.____.____._� ----------- - ----- ------------ -------------- --------- __ - � ------.-�-,-------.--------------------------------.--------.---------------�--- --------------, - ----- --,-,---,---.--.----------.-..-------------,----�-------------�--,. - ________________, ---,--.----.----,----.--.-----.-,.-----.--------,-�-�,.-�-��-..�---I --.-.- - - _.. - . - ___________ ---------- ______ 11 - - - __.. - - __ __ - -----------�--------------,-----,-------- . . ------..-- _____________________ ______ --- --- ,------------------------------.-.----..-.-,-- . . . I . I - \ If, . ,,, ,,/IW %1. " lq/"l - . 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I ,- , -_ �_ ___� I-, ,_ - __ I __�%\_ __ ",;,----__ __� ' STOR-AGE ,--,---- \ 1\�� . - =_ , \ ZD __/ _� MA t- - " z - - �f I--,' \ - --A ( - \ �w --I ___ --,. __<l-cl, __� 11 " NOTE: EXISTING ENTRANCES TO THE PROPERTY TO lz / _____�V�_ _+__ - Gl_� �10 � �_,,�q-_ 'DR: � J--7/— -,\ _" ,--��', _-� ) . 1, I 0 (:0--,� - - �__ . 1�1 /;��, ,� 1 13"� \�x - ) " - - - -.-I- �-�,�-- - �---�--;_ /`_`\�,��, �___�_ 11 v �) 1_/ � /,//,- _,� V-1 . U Z. . . - / - I I - - I,, \ I Uj BE ABANDONED. STONE WALL AND/OR PEDESTRIAN -Z v,""e:��-4-:�l..'_ ),--y I _lz�� I a ) ,-/ p . --- I ( l(r`7)0_,_,__ \ �_-6� ��, -: I - I -,-- � (A "�� . _____ I ,�� =) z -====�_-_�_ _77!�!,__ �� I --�-,c - � . I . GATE TO BE INSTALLED AT THESE LOCATIONS.' I ) . 101" k, Z:77_1, 7 - �\ - I `1'1�0. ", � . . . . . ., �� / I I \\ I NOTE: EXISTING ENTRANCES TO THE PROPERTY TO r rn _j I . \. -.-\ o 4:, / I . K-,l BE ABANDONED. STONE WALL AND/OR PEDESTRIAN � k.:01 ce GRAPHIC SCALE e-l", \ Z/ � \\ Ull !s 7-5 < �,_ a � �� I- I CL 30 0 15 30 60 11 r-\ i�Z . I - 01 0 X I, �o GUARD R A 1L \ li \ W // I / \\ GATE TO BE INSTALLED AT THESE LOCATIONS. "ll I \-\ \ / > \\ - \\ V Uj I \ \ \ . /7 / 1 6 � - %, \ . 17-1 . I m I I NOTE: EXISTING SITE WALL TO REMAIN. DISTURBANCE : Ml p..q co �_ I � ,�,\ \\ ml�=� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL—mmm� ___ � BENCHMARK I i 0! _j ; BE - __ \ � 0 \\ 1: ( IN FEET ) PROPOSED LOCATION OF TRAFFIC \ \ I 3HALL 13E LA!iNATED TO CLOSURE OF THE EXISTING , ART - C)� < m � !� IN, I � ELEV.=591.021 ENTRANCE AND THE OPENING OF ONE PROPOSED � . * , , I ineh =_ 30 ft. \ �[ I W SIGNAL TO BE -INSTALLED WHEN WARRANTED \\ � 0 1 : ,- __ BY TRAFFIC COUNTS. SEE PROFFER . ,3P \ I I ENTRANCEIIJ�TO THE SITE. ANY CHANGES TO THE � 6 Z >- S FOR,' -2004-052 . p if ; 111.1. III I ---,. \ WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND 21 I // I \\\ 1, � ----.-------- � I %A/lTW -rWr- '�l_lArJArl-rr_D 9: -rW[= [=VIC-rlKl XA/Al I -re-% � I I I < LINE TABLE - - LINE DIRECTION DISTANCE - LO S01044'48"W 128.52' Ll S01044'48"W 50,52' L2 SOO"04'23'YE 5.18' L3 S18"30'38'W 2,25' L4 S86`17'16*vW 4.73' - L5 8,50' L7 -N72*25'33'YW N78*09'42"W 9.91, L8 N80*03'16'W 145,16' L9 N79"46'09"W 2,19' Lll N65*53'45'W 88,04' L12 , N88-15'12'W 267,46' - L13 S20"08'11"W 171,29' - L14 S20*44'27'W 154,77' L15 S20-22'43"W , 12 0.8 ' S18*36'45'W 1 24,31' - ._%�- 1-1 , , - "",I. -i-," "�Vh - ` - . I I ,-�,-!,%--.�,� - , AC UNITS ..- , '. �� ".%, I � " �,�,- -i -, , * ;�,v--,�-,.L,-.-,-.. ;.�:,,-.�,.�l ':`.-�.�l "'... ....�.,-% 1`-_,_;� (PAINTED WHITE) I I .. SCREENING FENCE A C UNIT L 0 C"/11 T1 ON AND (POSTS 8' O.C.) . _` r—'EENIN G FEN CE . . S C r� , NOT TO SCALE \ I j I %.,, . Q 1141-- - PILLARS ARE TO BE PROVIDED AT ANY PROPOSED J_ g, i�,,: F_ U) I � - & ENTRANCE TO REPLACE THOSE REMOVED. ��_V,_ I f� 1.0 . F--f �e r) , ' 9. INDIVIDUAL TRASH CONTAINERS SHALL BE PROVIDED FOR EACH UNIT. , 111 . 2" �,'� _m� i'll �l I j -,,_ , Uj 1 0. ALL MECHAN! r,"AL EQUIPMENT SHALL BE PLACED IN THE REAR YARDS OF THE UNITS, AND _ �'�� � -- _j _j SHALL BE SCR-':EK',HD IN SUCH A MANNER THAT IT WILL NOT BE VISIBLE FROM ROUTE 250. - ,;,-�- (A 14 NOTES: SCREENING M�_- HODS SHALL INCLUDE FENCING AS DETAILED IN THE PHOTOGRAPH AND DETAILED ON ��, oz� 7- THIS SHEET, ZD IT MAY BE SUPPLEMENTED WITH LANDSCAPING TO HIDE THE MECHANICAL UNITS. �'ll , _j 1. ALL LOT DRIVEWAYS ARE MINIMUM 18'IN DEPTH, MEASURED FROM THE BACK EDGE OF THE SIDEWALK. INDIVIDUAL TRASH CONTAINERS FOR EACH UNIT SHALL BE STORED INSIDE THE GARAGES, AND THUS f `� Uj WILL NOT BE VISIBLE THROUGHOUT THE .��,�' =) 2. THE NEW VILLA AND TOWNHOME UNITS SHALL INCLUDE GARDEN IMPROVEMENTS, AS SHOWN ON SHEET 23 AND AS PROFFEREDWITH DEVELOPMENT, AND FROM ROUTE 250. SEE THIS PAGE FOR THE TYPICAL LOCATION OF AC UNITS A ' . . ND _� , � ___ '�_ ` m: SP2004-052. MAINTENANCE OF THESE AREAS SHALL BE PROVIDED FOR AND REQUIRED BY THE HOME OWNERS ASSOCIATION WHICH FENCING AND DETAIL OF FENCING. FENCING SHALL BE PAINTED WHITE. I .1 - < . SHALL BE SET FORTH IN THE COVENANTS FOR THE DEVELOPMENT THE DECORATIVE WALLS STEPS AND WALKS SHALL BE -21 . " ", (1) . . I I I CONSTRUCTED OF EITHER BRICK OR STONE. 1 1. THE EXTERIOR POST LIGHTING SHALL CONSIST OF A OIL RUBBED BRONZE FINISH FROM KICHLER LIGHTING WITH AN "ARCHITECTURAL" PAINTED LAMP POST. EACH FIXTURE 3. ALL ATTACHED SINGLE FAMILY BUILDINGS IN ZONE A. SHALL BE RED BRICK WITH GABLE ROOFS. ALL DETACHED SHALL BE LESS THAN 3000 LUMENS AND WILL BE MOUNTED AT A HEIGHT BETWEEN 72" AND 84". EACH RESIDENCES IN ZONE A. SHALL BE EITHER RED OR WHITE. THE BRICK SHALL BE OVERSIZED 3-1/2" x 8" OLD VA UNIT SHALL HAVE THE SAME HEIGHT FOR THE LAMP POST FIXTURE. WOOD MOULDED BRICK OR EQUAL. - 12. STREET SIGNS SHALL CONFORM TO VDOT STANDARDS, AS REQUIRED BY ALBEMARLE 4. EXISTING WALL AT ENTRANCE AND TO REMAIN. DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND COUNTY ENGINEERING DEPARTMENT. THE ENTRANCE SIGN SHALL BE PLACED ON THE THE OPENING OF THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND ARTICULATED TO I I EXISTING STONE WALL ALONG RT. 250, AND SHALL BE SUBJECT TO ARB APPROVAL. BLEND WITH THE CHARACTER OF THE EXISTING WALL. STONE PILLARS SHALL BE PROVIDED AT ANY PROPOSED ENTRANCE TO REPLACE THOSE REMOVED. 13. THE EXISTING RETAINING WALL THAT RUNS ALONG THE EXISTING DRIVEWAY SHALL BE MOVED BACK DURING THE CONSTRUCTION OF THIS PROJECT. THE STONES FROM THIS WALL SHALL BE SAVED AND 5. ALL ATTACHED SINGLE FAMILY BUILDINGS WITHIN VIEW OF THE ROUTE 250 CORRIDOR SHALL BE RED BRICK REUSED IN THE WALLS RELOCATION. IF NECESSARY, THE EXISTING STONES SHALL BE SUPPLEMENTED WITH GABLE ROOFS. ALL DETACHED RESIDENCES WITHIN VIEW OF THE ROUTE 250 CORRIDOR SHALL BE WITH MATCHING MATERIAL. . EITHER RED OR WHITE BRICK. THE BRICK SHALL BE OVERSIZED 3-1/2" x 8" OLD VA WOOD MOULDED BRICK OR EQUAL. . . . 14. THE SINGLE FAMILY DETACHED UNITS WILL BE GRADED OUT AS A PAD SITE AND SEEDED IN THE SAME 6. THE DESIGN OF ALL SINGLE FAMILY DETACHED RESIDENCES, INCLUDING CHANGES TO THE MAIN HOUSE AT I MANNER AS THE REST OF THE LAWNS ON THIS PROJECT. KENRIDGE, SHALL BE SUBJECT TO ARB APPROVAL. 15. EACH TREE IDENTIFIED AS TO REMAIN THAT IS DESTROYED DUE TO CONSTRUCTION OR OTHER 7. ALL UTILITIES INCLUDING WATER, ELECTRICAL, AND GAS SHALL FOLLOW THE ROADWAYS & SERVICE EACH OF THE UNITS ACTIVITIES WITHIN ZONE A AND ZONE B WILL BE REPLACED WITH TWO 6" CALIPER TREES OF THE SAME UNDERGROUND. SANITARY SEWER SHALL EITHER FOLLOW THE ROAD & SERVICE THE UNIT FROM THE FRONT, OR IN SOME CASES, ON SPECIES OR OTHER SPECIES APPROVED BY THE ARB NEAR THE LOCATION OF THE ORIGINAL TREE, WITH THE SIDE OR REAR OF THE UNIT. ALL ELECTRICAL METERS SHALL BE PLACED ON THE BACK OF THE UNITS. THE TREE LOCATION, SPECIES AND SIZE SHOWN ON AN AMENDMENT TO THE PLAN, . 1 6. COMPLETE MATERIAL AND COLOR INFORMATION MUST BE INCLUDED ON THE ARCHITECTURAL ELEVATION � 8. THERE WILL BE NO STREET LIGHTING FOR THIS PROJECT, EACH UNIT SHALL HAVE (1) DRAWINGS THAT ARE SUBMITTED FOR BUILDING PERMIT REVIEW OR A DELAY IN PROCESSING THE POST LIGHT & LIGHTING ON THE HOUSE PER THE ARCHITECTURAL GUIDELINES FOR THE PERMITS WILL OCCUR. DEVELOPMENT, WHICH SHALL BE SUBJECT TO ARB APPROVAL. ALL LIGHT FIXTURES SHALL CONFORM TO ALBEMARLE CO. LIGHTING ORDINANCES AND SHALL EACH BE LESS 17. A SITE PERMIT WILL BE REQUIRED FOR THE FREESTANDING SIGN. PROVIDE COMPLETE DETAILS WITH TWAKI,a nnn I HhAl=KICZ AKIr) TWr- DQr)r)H(lT %A111 I ME= LeIrIL-11 CD I I('_L-lTlKlr_l AQ QDr-011=1CM I . I rlr- t't:KlVtl F PWrLlUkk I IUM INULUUINU I HE PROPOSED LIGHTING. I � I . __.___,._ __ . -.---,--,-.,- _ ___._l_l _1 - - I- ______'_ - � � - - � __ .- � - - ------ __ ------- - � __ - - __ _.___ -..,-. -.-- . . - I - __ __ - � - - -1 . _ __ __., - __ __ ______,_______,__ . � __ __ I � 11 - - __ - - I . _. I—— I .. .I--- __ _. I_— I � - I - . - _. � - - � . - - -1- I --- - � __ -, - _ � -1 - - - __l. ----,-. � � I -1. - __ . . . - - _. - � . . . - -11 - __ - - ___ - � I I __ 1. - . - __ . � I I �l _ __ - - � .- � - __ - - - � I _ I - - __ - - � - - I - __ __ 1. - . - �� �� . I JOB NO. 0�4 [(-zz-06 SHEE7 NO. 8 OF 28 o53' 30"E 5�7 9 1145 44, R c_135.84 L Y I I U 20 E5m STA 23+31.32 SERVICE LATERAL IRRIGATION METER and (TYP.) f I TH 0 C' _r�— l✓ SCOTT R. COLLINS`2� U No. 35791 _ - . 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'r,��..•,u ,-. .. .-/hr,,.r.L,.,,/G,../..I,/,.c%i.,�nC.l.:,.a.:�,4G4'E`kf... � R �Fi TFF-•--___ MATCHLINE N SEE SHEET 10 } TEE Inw1,0kDkO -RED-C/-CERY- W 00000 E- ui vi rV 4 ,--i V. nQ r_1 0 0 N r_1 I/ N.M l6616 .-1 0 0 0 I DATE i I 12. 1 5.05 DRAWN BY _AV1L I DESIGNED BY S. COLLINS CHECKED BY S. COLLINS SCALE 1"=30' ►MPLETE ?E H YD. EMBL Y 6" TEE 1 VIN z 6 TEE 1V. (� Z f 8- . 05 iA 4725- 03 0 -t-T' — 4756.95 W O (D W oC C L011 uj U !—f _.� ui F- s F~V) W J J � D VILD V) �!!�//�ril�s✓i.%r�`,Jllt#!1/� .� r l�� rJ l'��I��/ „ i \� ---v � �Irli,,'ll�ll/lJl�l�/l, }1''� 1 r r.J rI / /' /.•,(r J/,l1 j/I, r 1 � - ilr��� li,,�tj � !r! 1 1�`rr r N��J/�ij/�7 � ijj i ! t,'! -/�l !i! J ° , ��.� -,�/, /N rl,, �„i '!1r•/�/J,�.t,�J!!%/1 !1��� j � il� „l��/�l 'RA ��! ll�ll T'!i!'('I/)%7'�97J'I(b!��%r q • r .•-y`_`< �II 11 / l/ jl l /!, ,Jr// rl� , l 'ir I r! lilr�j! J, /Jt y, ICI ...... , ' if /l �1l,•r �?j / / , j�!!�/'/ o f /�i,�L'tr1/,•%.•!1,,,!/.,,ll !t./'�rJ1� 1 !J l ;�Jr/. t "I GRAPHIC SCALE 15 30 60 120 I ( IN FEET) CO3 if -ZZ'Ub I inch = 30 ft. JOB NO. SHEF NO. 9 OF28 dy 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS 2. LAND USE PERMITS (CE- 7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPOR TA T ION PRIOR TO BEGINNING .ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). J. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTI VI TIES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 7HE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECT/ON UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN /N APPENDIX I OF THE PA VEMEN T DESIGN GUIDE. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES , WATERLINES, ETC. , PRIOR TO CONSTRUCTION. Z UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT, THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGIN TABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LO-94 (D) 121.13. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. ROAD CLASSIFI CA TIONS ROAD SECTION VPD PAVEMENT DESIGN 0 02 _Pvm " A" WID TH "B" "C" SUBBASE BASE SURFACE STA. TO STA. # P (EIP - EP) B/C - B/C R/W - R/W KENRIDGE ROAD 395 8" 21-B 3" BM-25.0 2" SM-9.5 22' 23' 30' 4+47 TO 6+99 KENRIDGE ROAD ® 395 „ 6 21-B 3» BM-25.0 1.5" SM-9.5 18' 23' 30' 6+99 TO 13+51 KENRIDGE DRI VE ® 240 8 21-8 3» BM-25.0 2" SM-9.5 22' 23' 30' 5+00 TO 6+94 KENRIDGE DRIVE ® 240 „ 6 21-B 3» BM-25.0 1.5" SM-9.5 18, 23' 30' 6+94 TO 12+82 PARK DRIVE (g& 240 8" 21-B 3" B10-25.0 2" SM-9.5 22' 23' 30' 2+69 TO 9+89 KENRIDGE LANE ® 172 6" 21-B 3" BM-25. 0 1.5" SM-9.5 18, 23' 30' 4+50 TO 10+55 1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10, PAV. DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION. 2 A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH V.D.O.T. STANDARDS. 8 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI). 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT CAP TO EXTEND ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: FULL THICKNESS • ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE-1 NOTE.THIS STONE WALL IS A PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO RELOCATION OF THE EXIS77NG BE INSTALLED WITHIN FIVE 5 FEET OF PROPERTY CORNER. () PARK DRIVE WALL W17H ALL ALL JOINTS SHALL BE MA7FR/AL, COLORS, ETC. TO TYPE 'N' MORTAR AND • VDOT STANDARD CG-9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER., NEIGHBORHOODS THE SAW CUTTING REMOVAL MATCH 7HAT EXIS77NG WALL. APPEAR DRYSTACKED OF THE STANDING CURB /S UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISThr%1 CURB AND GUTTER. FROM BOTH SIDES " // CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. I AS W 13 THE DEVELOPER /S RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTRSECTIONS 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVAO PLANS NEED TO BE RESUBMITTED o TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. i'-,, 1 1/2' BATTER - 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN 01\ 'PLANS IN AREAS OF W HEADER STONES TO z 0 EXTEND 1/3 TO 114 OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIA TEL Y IF LOCA TION OR EL. A'ION IS DIFFER€NT FROM THA T 9 ALL SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY U]"/CITY NOT SHOWN ON THIS PLAN, W o CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION �� CMU W/#4 REBAR OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT § s \ \ EVERY 18" O.C. v 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR CMU W1 #4 REBAR \ LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS , y EVERY 18" O.C. 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND 'CABLE TV SERVICE TRUNK LINES \ 4" DRAIN 77LE (CONT, 18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEF.IIES) SHALL BE COMPLETED PRIOR \ TO DAYLIGHT) WRAPPED TO THE PLACEMENT OF AGGREGATE BASE COURSE. - IN FILTER FABRIC AND 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT DOT DESIGN CRITERIA OR WHEN V11 SET IN VDOT ,#57 DITCH SLOPES ARE LESS THAN 0.75% WHERE DITCH SLOPES EXCEED 5.0%, THE DEVELOPER MA',' CHOOSE TO IMPLEMENT EROSION AND \ \ \ \ \ STONE SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACK,�LOWLEDG/NG THAT ADDITIONAL PAVED \ \ SUBGRADE COMPACTED DITCH LININGS MA Y BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECOND, AP Y .SYSTEM OF STA TE HIGHWA Y5. PA VED \\ \ TO 95X \ \ PROCTOR OD. ROADSIDE DITCHES SHALL CONFORM TO VDOT PG-2A STANDARDS AND SPECIFICATIONS. ;, �\ 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE idGHT TO REQUIRE ADDITIONAL \�\ \ \ \ \ FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM, • N ,. .., •'10... 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROV1L.. , .'• , 22. VOOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE'J L.ACEMENT OF AGGREGATE * '; '''' . °' �' BASE COURSE(S), CONTACT VOOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDUL11JG, PLACEMENT OF AGGREGATE ..• `•'• ' 1 J4 REBAR EVERY BASE COURSE(S). 11, 12" ac.; 3" CLEAR 23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF MIN. 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. PSI CONCRETE \ \ FOOTING 24. THE SCHEDULING OF AGGREGATE BASE INSTALLA TION AND SUBSEQUENT PA V/NG ACTIVITIES SHALL ACCOMMODA TE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. PARK DRIVE WA L L 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION FOR THE NO SCALE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). _ 4„ 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT /S TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS NCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GU/DE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. ,\/\%//� \ `// COBBLESTONE (JUMBO) EDGING /�� 27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT ` (}() TO BE SET 2" (X) ABOVE PAVED. STRUCTURAL FAILURES PR/OR TO STATE ACCEPTANCE. N SURFACESECURE COBBLESTONE„ 28. ALL VEGETA TION AND ORGANIC MA TERIAL MA TER/AL IS TO BE REMOVED FROM THE RIGHT OF VIA Y L/MI IS PRIOR TO CONDI TONING \ WITH 3 MORTAR BASE. OF THE SUBGRADE. SURFAC TRANSITION COBBLES FLUSH WITH 18'.// PAVING AT ALL SIDEWALKS AND 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE /N ACCORDANCE WITH N AS INDICATED BY LA IN THE THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS./ BASE FIELD. COBBLES TO BE SET 6" 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION (X) ABOVE PAVED SURFACE ONLY UNDER AN ACCOUNT RECEIVABLE WITH VDOT. �� 9B, 0°� c ALONG ENTRANCE ISLAND AND 31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETEr, ;NNE-D AT THE TIME OF �/� poo Q,o. ALONG PUBLIC ACCESS ROADS SUBGRADE INSPECTION. 00 0 MORTAR ALL JOINTS AT THESE 4" Min. 0$0000�°o O O @,,,wcoLOCATIONS32. APPROVAL OF A DETAILED CONSTRUCTION SEQUE NARRATIVE FOR THE WORK ZONE o00 0 0�0 0 o0 IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT 0 � ° O°�° ° g000 000 O MAINTAINED RIGHT OF WAY. 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL /N PLACE PAVEMENTS MEET OR EXCEc a THE APPROVED PAVEMENT 6" 6" DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. 34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. VDOT #57, #68 OR #78 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL STONE BASE UNDER CURB. BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AN) VERIFY �O,Y,€- HC �I�STRUCTION. COBBLESTONE CURBING ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE 36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0,004 ft./ft. NO SCALE 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH POLL FACE CURB AND GUTTER OR 00-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET . i 11 `� -.� . `'�,� �_ � u.r r.w `;. �22 P-'� IP C- . - z.:, .;Y.r , .- ��t` STRIPED II ASPHALT MEDIAN '� •`i PA VING } ` x W 3 26�14' 14` YIELD SIGN -�'� 14,E r i O - - A :' SEE THIS SHEET FOR ` SIGANGE DETAIL-6_,",:%-.'._,I%.1X'_:t,:,'- . + \- "` CROSSWALK SIGN , . >, , 1 a 2Q'R l m \ ; COBBLESTONE ` CROSSING 1 STREET NAME . ", SIGN I LAWN C PLANTIN BE D ----. I S J -- , 80' RUNNING, BOND PATTERN !W- SAND/$OIL MIX SWEPT JOINTS. PATTERN TO BE $PACED. EVENIN RATTEAN WRAPS AT BOTH ENDS SEE CORNER DETAIL ABOVE t I PLANTING ' 8ED SETTING RUNNING BOW /_ r• 4" CONCRETE SLAB; ,I 013Oo .• ,/ 1•�xX•,� , '• : �`+�,� .E�tuG ?w ns�a;i .m� �rram':ie ' ; :11'I/-1 ,;, �u�Y.,<Y 1. ��'. ja7 � .:4 1-1 � � -. -BRICK SIDEWALK NO SCALE 111 11�11 I i .' Iac�V; 200 m, (a In) White curved arrow legend a a minimum width = 0 1 = 5! �a°°"E s- ` ... GOO mm X 3 m -`-' m -300 m(12 In) (241n X 10 ft) broken white, crosswalk, OR ' ' 1 m 3 ft stripe 60Qm (2 iin)1 m �3 ftI ssp, spacing (typ ) White legend (optional) 200 mm (8 In) minimum yellow edge of island ' :., ROUNDABOUT SIGNAGE AND STRIPING DETAIL , s , ; ` NO SCALE -. i ''CROSSWALK SIGN COBBLESTONE PAVERS MATCHED ASPHAL T PA VING, .J ` CENTRAL ISLAND SHALL TO EXISTING ROAD WIDTH EMBEDDED SEE DETAIL BE MOUNTABLE AND SHALL BE DOMED INTO TYPE 'M' MORTAR 1,'` AT A H EIGHT OF , ' /• 0. 3" TO 0. 36" PER 1' DIAMETER, r WITH A MAXIMUM HEIGHT OF 5': ASPHALT PAVING, VARIABLE WIDTH SEE DETAIL r SONNDABOUT SLAB; ---\\ - TKIII11mmmmCONCRETE 30P1M1N W COLUMN UM a 4 COLUMN COBBLESTONE EN TRANCE .I 11 • ���11 �i NO SCALE PROPOSED R/OU TE 250 R/GH T TURN - LANE 0 S / #3 REBAR. CONT., 2" CLEAR • • / • Bi TB444 . !�� • 1�},j�C'!}.jC�'lj1SlljC= )�'� �G=8jC78 'lww�1! .�d.il�:t�� .a . I EXIST. GROU /� EXIST. GROUND 5' "-- 4" 21-A STONE BASE CONCRETE SIDEWALK NOTE: ADD UNDERDRAINS ALONG SIDEWALK AT SPECIFIC LOCATIONS IF WARRANTED DUE TO UNUSUALLY WET FIELD CONDITIONS 6' 2" CRUSHED SURFACE STONE \ \\\\\\// ,, .. I , 4" STONE BASE (TYPE 21A STONE) TRAIL WA Y NO SCALE 4 '�, 2„ R TOP OF CURB `,Q ; a 6„ .• a • • a __ )) 1' a ;, <; . 13 d . 114' ' . a . . .. 1 7„ VOOT 21-A STONE BASE UNDER CURB & GUTTER TO BE CHECKED BY VDOT >~IN13H GRADE �� PRIOR TO PAVING 1- 0' BELOW TOP R-2 AND/OR BACKFILLING. FIL.7ER FABRIC jj \/ \ /i. /i /, gOY.'COMPACTED i `/ 61 SUBGRADE ' . ' , `,�// ., , ;4 URFAC 18 ./ • . BASE CONCRETE TO BE A3 IF ° ' CAST IN PLACE, 4, 000 PSI . + •• ` IF PERCAST, / •.•. " �•':' ' 000 00� o° oo�oa. o Ono 00 °O� 4" Min. 'go -00 ID - O Bo as�0 o `b 00 ° O° ° . . go00 0, O VDOT #57, #68 OR #78 6" 6" STONE BASE UNDER CURB. STANDARD CG-2 NO SCALE I'•0' MAX. SOIL LAYI'R GUARDRAIL BY OTHERS - , • 2 MIN. REOI•ROCK 28' TOP BLOCK 1 / SHEAR TAB, 91?E NOTE 2 / �• ExISTING 5tttLs x / g s 1 RETAIHI;O 5TONE 4 P s 2� BACKf ILt, See NOTE 3 / • REDI-ROCK 4Y IfME / OLOCK, U.O.N. RED[ -ROCK 41' BOTTOM BLOCK �4 P J GEOTUTILE WRAPPED • tr, O 1 O' TO DAYLIOHTPERFORATED DRAiN DRAIN O MIN, " • t'1MIN, CRUSHED STONE LEVELING PAD . TAININGIALL -S CTION FOR EXPOSER W&L NEI HT • 114' . V-O' BEARING SOIL SHALL HAVE; AN ALLOWABLI! BEARING PRESSURE OF 2000 1`5f'. 1. SET 6LOCKS AS REQUIRED TO FULLY ENGAGE SHEAR TAB. 1 RETAINCO BACKP'ILL SHALL SE CONTROLLED, COMPACTEO i57 OR 21A STONE WITH A MINIMUM ANGLe OF INTERNAL FRICTION OF 40; 21A STONe SHALL BE COMPACTED TO AT LEAST 159 OF THE MAXWUM DRY DENSITY, EXCAVATIONS Id t ALSO MEET OVA AND OTHER LOCAL REQUIREMENTS, • 4. NOTIFY EMIK R IF ACTUAL COWITItNtS VARY. REDI-ROCK RETAINING WALL SYSTEM NO SCALE NOTE; ALL RETAINING AND/OR STRUCTURAL WALLS TO BE DESIGNED AND ENGINEERED BY A LICENSED STRUIC-TRAAL ENGINEER PRIOR TO CONSTRUCTION. STANDARD CG- 6 CURB �c GUTTER NO SCALE 4" TH 0 WS ��'PCOTT R. COLLINS"Z ,U No. 35791 � 1�19A�15��IOXAL ��464 S� N O m N V) N W W Y_ Y_ O J z Wcn c� v OU rn to ' I- Ill w w I- WIt ° x2: 2: zz I r N V 2: 2: 2:=O O 0� OM OOOQQ CD _It w o � � � z z CD z zzz<< U>< O = _ = cm co ~*-1 O O O a a w � UUUQQ U ko > C�0Ya:aa o F-'I W � W W W W W U) a.a-a.a.E U W 00 O 1 n & M � d- ILL Z Z LU ,. © Z U) � . -. LL o 00 0) Ln k10 110 �0 ko 15 W O O O O O E �- Ln a) N 4 r-i O < *-1 O O N .--I +' ® u N ,-1 M O I,0 O 0) O O r-1 0) U1 COURTYARD RETAINING WALL IMAGE NOT TO SCALE y a � DATE I811-1 NOTE: 6" TO 1' 12.15. 05 co 0 d d- DRAWN BY STONE COLOR „ SHALL BE t' DESIGNED BY A -4-I HALF PLAN VY WIDTH OF ENTRANCE ,y, - i"'--ENTRANCE'- --i 3'•D" MIN. ® LtN1T5 OF 3 0 MIN. EXPANSION JOINT � ACCESSIBLE LWS CF ROUTE ---I- 518 3'-0" MkN .- . EXISTING OR PROPOSED I ' Q'I ?4-TRAYER5AB 5,_O" 3' D' MIN, SIDEWALK OR SIDEWALK SPACE o CURB INCLUDED IN g W E XPANWN JOINT NTRANCL BUTTER � ACCESSIBLE ROUTE DETAIL II ADDITIONAL RIGHT -OF -WA 5 RE0UIRED IF THE LIMITS UNPAVEO SPACE 9 OF ACCESSIBLE ROUTE EXTENO 6EYOND EXISTING 6R PROPOSED VDOT RtOQf WAY. e" FLOW LINE I $ DETAIL TO BE USED WHEN THE COMBINED WIDTH OF . UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 74. WIDTH OF GUTTER S' €NTR"[ WIDTH • DESIRABLE WIAMUM IV -EXPANSION JOINT ABSOLUTE MINIMUM 12' • b% N ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UN0857RUCTEb STA3LEg FIRM AM SLIP RESISTANT . t , • >. , EDGE OF PAVEMENT PATH CONNECTING ALL ACGEnBLE ELEMENTS OF A , . . FACILITY THAT CAN BE APPROACHCO, ENTERED Ate • a. • a,'•"4.? ' USED BY PERSONS WITH MOBILITY IMPAIRMENTS. o . o r o , .. u. A ---I 0.0 .4. o .v. o.aayHAALF PLAN ® , * r ACCESSIBLE' ROUTES ARE BEING SECTION 9-� • PROVIDED, A MINIMUM 3' TRAVERSA8LE i .. WIDTH IS REQUIRED. . . 0% TO 10% CHANGE PAIIABOLIC �" 2'. 0.1 i FACE OF CURD l44L_ WW-•-4---SIDEWALK SPACE �- CURVE lE NORMAL GUTTER l2%. MAX. S.t)PE m _ A X r. a. 7u . a, 1 . �, p• O � 4. $ a. , 4oRa CLA55 A3 SH.E.S.) CONE. . o . o • � . s a•o.o•o.o. ba 4Ya". o •:'o' oLo 09 i 9" AGCR.13ASE •o. a. o .... TY E I SIZE 219 SE0711ON 0-0 I s1k_D" s'-1y' . FOR CURB AND GUTTER ONLY * ®POINT OF GRADE CHANGE FOR SIDEWALK CURB AND GUTTER �2,-011 BUILT C13NCURRENTLY 1 I I kC X 12 X MAXIMUM 'INCREASE IN SLOPE AT MINIMUM 10' INTERVALS I SECTION AAA X * X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND ' c • ' , , ' �• B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS • .% • . . . .Q.m.4., .4•a•o.e•O. WHEN USED N CONJUNCTION WITH STANDARD `" �' m • Q • o 1. CO-3 OR CO-7 THE CURB FACE ON THIS STANDARD IS 1'0 BE ADJUSTED TO MATCH THE SECTION D-D - . MOUNTABLE GURB G. IGURATION. STANDARD CG- 90 ENTRANCES I NATURAL AND ' ED ED THE MATERIAL & #4 BARS 0 12" C-C EACH WAY j S. COLLINS � CONSTRUCTION BRICK DECORATIVE WALL SHALL MATCH THE COURTYARD 4" DRAINAGE PIPE CHECKED BY 0) RETAINING WALL s'-o" c-c L IMAGE ABOVE S. COLLINS v 1 S-6- SCALE ,D 8" CMU BLOCK WALL CO AS NOTED (u i 0 ul : ,, 0) O CONCRETE BASE i #4 BARS ®C-C O EACH WAY U ___ � I! - I! , __m*m - I I I . ,a . 4. d' ..�.. a . a.• 6" " I. 14 8" 6 COURTYARD RETAINING WALL DETAIL NOT TO SCALE NOTE: (1) CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. Lu U) , (2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS). 11 ii-1 P--11 W H W 1. in4 I z o?S - R/W NO SCALE C/L R/W = - ; CG-6 1 1 1 0 CG-6 POINT OF r •CURB & GUTTER �,.j„I W BDEWALK t' OSED AGGREGATE) BRICK I j J CURB & GUTTER FINISHED GRADE I„ . SIDEWALK J / (EXPOSED AGGREGA TE) 3;1 r' 1.5 , Mm a.5 Q O 1 4': 1' 1 4':' 1' EXIST. GROUND 114"i 1, r 7 -, I 0 W aA oc$, ° �b�48 ° ,b,C&,%%A ° SIP 0 r8 `fib°p Po 000 11 I I . \a� 3" BM-25 6„ 21-B , EXIST. GROUND z Lu I Z b5.O'- 6.0' 2.5' 9.0' 9.0, -j2.5' 6.0' 5.0' O SIDEWALK PLANTING STRIP II '! 111 'dPLANTING STRIP SIDEWALK � � F--1 I. K.�NRI.Dr-F '..ANC'. . . 77) N i o U SUBGRADE COBBLESTONE PA VER DETAIL 1.5" SM-2A NO SCALE - SURFACE COURSE 1.5" SM-2A SURFACE COURSE 3" BM-2A INTERMEDIATE COURSE BLASE E21 " 3 BM-2A COUR ED VDOT AE INTERMEDIATE COURSE /�//\� fj/ //f/�/ / /\ / 8" COMPACTED AGGREGATE o 0 0 0 0 W,;,\I1!�'/\//�// j�j�\\\/� \/\\ \� BASE COURSE, VDOT #21A , -y �\ �\ \ \ \\ \ THIS SECTION IS INTENDED FOR THE ACCESS ROAD SERVING COMPACTED THE NATIONAL LEGAL RESEARCH SUBGRADE • THIS SECTION IS INTENDED GROUP PROPERTY FOR THE MAIN ENTRANCE ASPHALT PAVING -- KENRIDGE ROAD - ASPHALT PAVING - PARK DRIVE NO SCALE KENRIDGE LANE NO SCALE ENTRANCE AT KENRIDGE KENRIDGE DRIVE K�'NRID0S ROA_o ,SECTION l+ : SIDEWALK SUB -BASE K�7NRIDGf' DRjVZ ,S 76y77 1:r �MPAc E Eso SOIL ORS (48' PRIY.ATT .R/TYJ • 6" OF COMPACTED '21 B STONE. � rrW W V/ c Q ,S.7CTIDN .A -) U CIL R/W COBBLESTONE POINT OF EXISTING STONE RETAINING WALL EDGING FINISHED GRADE STA: 5+89.46 TO 7+15.12 11 2" SM-9.5 1/4". 1' 1,�4 ;.1' - - I __� ------- ---.L-20" o°" ow 01gP ° $ %0;5 ° W,?&ay cP ° °C'&v ° (8 `6�0 ,;Poo 4.5' I ,_5" BM-25 8" 21-B EXIST. GROUND 2:1 SLOPE 11.0" 11.0" 30.00, PA.RIK DRIVY ,S, Y7 ,N (30' PRIVATZ RIX) I SzCT1oN B H LO . . � : GRADE RjW POSED � PRE COBBLESTONE 3 EDGING :1 PROPOSED 3' STONE n DECORATIVE WALL. �' �° STA: 4+88.12 TO 9+52.89 - 0.5' i 4.5' NOTE: SIDEWALK SUB -BASE ,�O SHALL EITHER BE 95,v. JOB NO. COMPACTED SOIL OR � L 6" OF COMPACTED c 21B STONE. kv a ` SHEET NO. (N L(-Zz-06 21 Of 28 C� Ri4 29 p 0-146 4 CL 3 �R 5--dw �rCD' 3 OP 3 CD 777 4 OPAL 6 CL f,5 \N - 'I Irie y 5� Z-7i rl FILTER-- L N 5��00, F, i iz g Tv -,p... 72 PAVILION I CHY-.- \ccr �101 Fgg�g,! o ym T -26 T P 60 W� TE GA BL ES v OTTESVILLE Li jD8 2660 P. 218 1896 P.237(pla� do AD 7J8 P. 34,3(plai 13WER 'ATED PAVILION I 90-27- IMP 60-28— ... . . .... ..... IVY ROAD PROPERTIES LLC. R DB 2554- P-400- D3 262 P. 0229(plat) 01,4- mF;-;` PED) 'U'll"'I'll, "12 NBSIV- '6 ROCK WALL' & COLUMNS FENCE ROCK WALL GATE & COLUMNS OC) ----------------- G G — ----- G GRAPHIC SCALE 100 50 25 0 50 ( IN FEET ) I inch = 50 ft. 150 rlq� TH 0 SCOTT R. COLLINSX No. 35791 `�1*101VAL Clq C:> Lu —j C) C:) re) C:) V) I Lu U-) 04 r x U L< L qj i,� Lu t�o M F- 00 0 V) uj u- uj u- Z: uj 0 Lu C=) C:) 00 U) z z Lu uj z U) (f) r u u C) Z Z Z LLI M uj 2: uj MIS pt� 2: 2: 2: 00 u 0 0 0 C, 0 Z r) Z 0 0 0 0 c� Q� u u u < < > cy- 0� (y- 0� ce LIJ Lu Lu uj Lij Lu ce a- 3- a- 6- r-L ul) ko C.0 t10 ko w `:� (:� C� `� (::� L.r) CF) N It "i r-i 0 0 N r-i n r� rt6 k6 6 6 T-q 0 C:) C:) r--i DATE 12.15.05 DRAWN BY DESIGNED BY CHECKED BY S. COLLINS SUALL 1 50' z (D uj 0 U i r% uJ 0 uj Ly C:L p--q u Lf U C) LJJ 0 w w JOB NO. SHEET NO. 22 of 28 E d CD CD CD cu -p u ED a 0j Cl d u Lrl 75 5-- d E d z -p :5 0 d -i 75 CIL 0) 0- d u Ln 75 00 0j w C3 75 1-1 Qj 00 0i 0i I--, L11 -p u 0 n 1-1 G GENERAL NOTES: PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING 'MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OFALL 1992 3.38 UTILITYLINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNEC770NS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFYALL PLANT MATERIAL .QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLYAND SHALL BE VERIFIED PRIOR TO.BIDDING • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICA TED ON PLANS ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 'AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NONAVAILABILITY TO THEARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • INSTALL ALL PLANTS AS PER DETAILS AND CONTRACT SPECIFICATIONS CONSTR UCTIONIINSTALLATION • LANDSCAPE ARCHITECT RESER VES THE RIGHT TO REJECT ANYPLANTS AND MATERIALS THAT ARE INAN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 'AMERICAN STANDARD FOR NURSERYSTOCK". • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETYAND CALIPER WITHA SECURELYATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMONNAME • INSTALL AND MAINTAIN LANDSCAPE PLANTINGS AT ENTRANCES1=1S AND PARKING AREAS SO AS NOT TO INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERL4L DURING INSTALLATIONAND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT COMPLETION OF PLANTING INSTALLATIONAND SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTIONAGAINST DEFECTS INCLUDING DEATHAND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITHAPPROVED PLANS BY A SITE PLAN"REVIEW AGENT OF THE ABLEMARLE DEPARTMENT OF COMMUNITYDEVELOPMENT PRIOR TO. THE RELEASE OF THE CERTIFICATE OF OCCUPANCY • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. TREE PR 0 TE CTION NO TES: • ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBONAT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. • NO GRADING SHALL BEGIN. UNTIL THE TREE MARKING IL4S BEENINSPECTED AND APPROVED BYA COUNTYINSPECTOR. Source: Va. DSWC.. Plate 3.38-2 • TREE PRESER VA TIONAND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. • HEA VY EQ UIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTR UCTIONMATERIALS INCL UDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLMES OF TREES TO BE SAVED. III - 401 • SOIL EROSION AND STORMWATER DETENTION DE VICES: SHALL NOT ADVERSELYAFFECT TREES TO BE SAVED. • FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SA VED. • TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. REMOVE BURLAP FROM • TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED B UILDING OR GRADING ACTIVITY SHALL BE TOP 1/3 OF BALL PROTECTED BYFENCING: REMOVE BURLAP FROM • FENCINGGSHALL.BE 17VPLACE AND SHALL BE INSPECTED AND APPROVED BYA CO UNTYINSPECTOR TOP 1/3 OF BALL PRIOR TO GRADING OR CONSTRUCTION • WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE "DRIPLINE OF A TREE TO BE SAVED, A TREE EARTH BERM .AROUND BED WELL SHALL BE PROVIDED AND A CONSTRUCTIONDETAIL SUBMITTED FOR APPROVAL. — I + WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE III I I - _ SHREDDED HARDWOOD MULCH WALL SHALL BE PROVIDED; AND A CONSTRUCTIONDETAIL SUBMITTED FOR APPROVAL. III (- _ I (MIN. 3" DEPTH) " • WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR A WAY ( 1 DO NOT MULCH AGAINST STEM. FROM THE TRUNKS OF TREESASPOSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED I III AS ANALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER I I I -ORIGINAL SOIL, AMEND AS REQUIRED ROOTS. I UNDISTURBED SOIL + PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. • DAMAGED TREES SHALL BE TREATED IMMEDIA TEL YBY PR UNING, FERTILIZATION OR OTHER METHODS NOTE : REMOVE ALL DEAD, BROKEN, RECOMMENDED BYA TREE SPECIALIST. DISEASED AND WEAK BRANCHES. SHRUB PLANTING DETAIL NO SCALE \ ARBOR TAPE OR NYLON WEBBING PLACE TOP OF ROOT BALL SLIGHTLY �i ABOVE GRADE. . - SHREDDED HARDWOOD - MULCH (MIN. 4" DEPTH) (DO NOT MULCH AGAINST TRUNK OF TREE) EAR7H BERM AROUND BALL i I— REMOVE BURLAP FROM I TOP 1/3 OF BALL ORIGINAL SOIL, AMEND AS I, I I I I I =III I I REQUIRED NOTE : NEVER CUT TWICE BALL MAIN LEADER DIAMETER CONIFEROUS TREE PLANTING DETAIL NO SCALE IRE t --emu �. G - _ �� - - I f I - BRANCHES. DO NOT PRUNE ARBOR TAPE, OR NYLON WEBBING' NOY' I! Midi�~ I! REINFORCED RUBBER HOSE, HARDWOODARBOR TAPE, OR NYLON WEBBING STAKE •PLACE TOP OF ROOT BALL SLIGH7L GRADE.ABOVE ,>-------SHREDDED HARDWOOD MULCH (MIN. 4" DEP7H) /I NOT 7RUNK OF 7REE) EARTH BERM AROUND BED RE14OVE STRINGS, WIRE, BURLAP �3���:::t•ttttltltltltltltltltltl�i�tt+/.:r`�!�\� FROM TOP IIJ OF BALL PLANT ON UNDISTURBED SOIL DECIDUOUS TREE PLANTING DETAIL NO SCALE 2.5 PLAN77NG SOIL FILTER FABRIC 0.5' CLEAN GRAVEL Q 4" PERFORATED PIPE SUBGRADE -i I I -I f I-i I I -I 11-1 11=1 I I -I SOIL/DRAINAGE STRATA NO SCALE LANDSCAPE NOTES F0 COURTYARDS THE SITE WALLS ARE TO BE CLAD WITH FIELDSTONE LAID WITHA DRY -STACKED APPEARANCE. THE STONE SHOULD BE A BUFF COLOR AND WILL BE SAID SO THAT THE HORIZONTAL BEDDING OF THE STONE IS EMPHASIZED, THE SIDEWALKS WILL BE DRY -LAID WOOD MOLDED BRICKS. OLD VIRGINIA OR OLD CAR OLINA BRICK PAVERS WOULD SUFFICE. ALL SIDEWALKS SHALL BE LAID IN THE SAME BRICK. " CONCRETE PA VERS ARE NOT ACCEPTABLE. DRIVEWAYSURFACES INTO GARAGES SHALL BE EXPOSED AGGREGATE CONCRETE. THE SURFACE SHALL.BE MODERATELY WASHED. THE AGGREGATE SHALL BE BROWN OR BUFF IN COLOR. THE STEPS FROM THE DRIVEWAY TO THE FRONT WALK SHALL BE OF BRICK TREADS AND RISERS TO MATCH THE WOOD MOLDED BRICK OF THE WALKWAYS. A SCREENING EVERGREEN HEDGE OF BOXWOOD (BUXVS "GREEN GEAP9 24" ATPLANTING SHALL BB PLANTED PARALLEL TO THE STONEWALL ALONG EACHDRIVEWAYAND GARAGE ENTRANCE. THIS IS TO PROVIDE A VISUAL SEPARATION BETWEENEACH FRONT GARDENANDASSOCIATED DRIVEWAY THE PARKWAYS ALONG THE MAIN DRIVES. WILL BE PLANTED IN TURF. IRRIGATION SHALL BE PROVIDED FOR THESE PLANTING AREAS. ONE SHADE TREE OF NO LESS THAN 4" CALIPER SHALL BE IN THE PARKWAY STRIP OF EACH UNIT. SUGGESTED SPECIES SHOULD INCLUDE ACER RUBURM "RED SUNSET" (RED MAPLE), QUERCUSPHELLOS (WILLOW OAK), QUERCUSACUTISSIMA (SAWTOOTHOAK), TILIA TOMENTOSA (SILVER LINDEN), AND QUERCUSIMBRICARIA (SHINGLE OAK). THE INTERIOR OF EACH COURTYARD.SHALL BE DELINEATED IN ONE OF THE FOUR WAYS SHOWN ON THE PLAN AND IN THE DETAILS. THE OUTLINE OF THE GARDENS IS DEFINED BYA EVERGREEN BOXWOOD HEDGE (BUXUS "GREEN GEM'), 12" PLANTS SPACED 12" ON CENTER AT PLANTING. THIS IS TO CREATE ANIMMEDIATE EVERGREEN PATTERN. THE INTERIOR OF THE BOXWOOD PARTERRES MAYBE PLANTED WITH GROUNDCOVER. SUCHAS HNCA MINOR (PERIWINKLE), HEDRA HELIX (ENGLISHIVY), OR LIRIOPE SPICATA (LIRIOPE). ALTERNATIVE OPTIONS FOR THE INTERIOR SPACES OF THE PARTERRESMAYINCLUDE FINE GRAVEL OF VARIOUS COLORS (112"MAXIMUM AGGREGATE) OR LOW GROWING HERBACEOUS PERENNIALS OR ANNUALS FOR SEASONAL COLOR EVERGREEN GROUNDCOVERS IS MUCH PREFERRED. EACHFRONT COURTYARD WILL BE PLANTED WITHAN ORNAMENTAL FLOWERING TREE SUCHASA CORNUS KOUSA (KOUSA DOGWOOD), PRUNUS YEDOENSIS (YOSHINO CHERRY), MAGNOLIA X SOULANGIANA (SAUCER MAGNOLIA), MAGNOLIA VIRGINIANA (SWEETBAYMAGNOLIA), MALUS SARGENTII(SARGENT CRABAPPLE), HAMAMELIS VIRGINIANA (COMMON WITCHHAZEL), OR CHIONANTHUS VIRGINICUS (WHITE FRINGETREE). EACH UNIT SHALL ALSO BE REQUIRED TO USE CLIMBING PLANTS SUCHAS ROSES, CLEMATIS OR CLIMBING . HYDRANGEA TO SOFTEN THE FRONT FACADES OF THE TOWNHOUSES TERRA COTTA AND STONE POTS FILLED WITH ANNUALS AND PERENNLALS SHOULD BE PLACED ONEACHPORCH. FRONT GARDEN COURTYARD DRAINAGE PLAN �L2' 4" PERFORATED 2, PIPE STONE WALL - 2'T BRICK STEPS COURT YARD EXPOSED (SEE CROSS SECTION AGGREGATE BELOW FOR DRIVEWAY SOIL/DRAINAGE STRATA) ; BRICK WALK -r 2' YARD YARD DRAIN BRICK SIDEWALK EXPOSED AGGREGATE DRIVEWAY FRONT COURTYARD DRAINAGE SYSTEM DETAILS FRONT GARDEN COURTYARD STYLE A STONE WALL BRICK STEPS - BRICK WALK STONE WALL - FRONT .GARDEN FRONT GARDEN COURTYARD COURTYARD STYLE B STYLE C FRONT GARDEN TH 0.� COURTYARD�o' ��� S/ /LED 0 SCOTT R. COLLINS2, U No. 35791 o � ��SSIONAL E��Z GROUND COVER (LIRIOPE) BOXWOOD HEDGE FLOWERING - TREE EXPOSED (SEE LAND- AGGREGATE SCAPE PLAN DRIVEWAY FOR SPECIES) ;. BRICK SIDEWALK N O jai N N >A� Uj Z I�- Z O w w EXPOSED —j C:)z U) U) U) 2 STREET TREE TURF AGGREGATE > o Z Z Z E 0 (PRINCETON SILVER DRIVEWAY W w w w O O LINDEN) N g m cn O M U W Z O Z O Z U Z FRONT COURTYARD DETAILS U Q �w 0000 (n 0 ,� , > U 1��ce> U U H > nw.aw.aw.W W U7 I% Z 00 O d- ' oC M LOUR TYARD w� ORNAMENTAL TREE BOXWOOD HEDGE TW i COURTYARD`�- .r�:J DRI VEWA Y BW TW 2.5' COURTYARD DRI VEWA Y PROP. STREET 05� J GRADE 5.2 5.2 .- - - -- BW TW 1.0' PROP. GROUND LEVEL BEHIND WALL 1.0' DRIt/EWAY NOTE: SEE GRADING PLAN FOR 2. 0' BW TOP. OF WALL (TW) AND BOTTOM •�, STONE CLAD WALL OF WALL (BW) ELEVATIONS 4. 0' W/ DRY STACKED APPEARANCE COURTYARD WALL DETAIL NO SCALE PLANT LIST KEY QNTY. BOTANICAL NAME COMMONNAME MIN. INSTALLED SIZE ROOT TYPE REMARKS 10-YR. CANOPY COVERAGE ALLOWANCE 10-YR. CANOPY COVERAGE TOTAL AR 12 ACER RUBRUM RED SUNSET' RED SUNSET RED MAPLE 1112 -1314" CAL. B&B SINGLE LEADER 397 4764 ARS 46 ACER RUBRU.&I RED SUNSET RED SUNSET RED MAPLE 4" CAL. B&B SINGLE LEADER 550 25300 ARKS 7 ACER RUBRUM "RED SUNSET" RED SUNSET RED MAPLE 6" CAL. B&B SINGLE LEADER 655 4585 BSP 46 B UXUS SEMPRIVIRENS AMERICANBOXWOOD . 4'IIEIGHT B&B DENSE/FULL BSV 91 BUXUSSEMPRIVIRENS AMERICANBOXWOOD 3'HEIGHT B&B DENSE/FULL BTRG 172 - BERBERIS THUNBERGII 'ROSE GLOW" ROSE GLOW BARBERRY 24" SPREAD CONT. DENSE/FULL BXS 18 BUXOSSEMPRIVIRENS AMERICANBOXWOOD 6'HEIGHT B&B DENSEIFULL CD 12 CEDRUSDEODARA DEODAR CEDAR 6'HEIGHT B&B SINGLE LEADER 143 1716 CCC 6 CERISCANADENSIS EASTERNREDBUD 6'HEIGHT B&B SINGLESTEMONLY 124 744 CHV 32 CHIONANTHUS VIRGINIICUS FRINGE TREE 6'HEIGHT B&B SINGLE OR MULTIPLE STEM 143 4576 CFCP 5 CORNUS FLORIDA "CHEROKEE PRINCESS" CHEROKEE PRINCESS FLOWERING DOGWOOD 6' HEIGHTS B&B SINGLE OR MULTIPLE STEM 124 620 CK 29 CORNUSKOUSA KOUSA DOGWOOD 6'HEIGHT B&B SINGLE STEM ONLY 128 3712 CL 174 CUPRESSOCYPARIS x LEYLANDH LEYLAND CYPRESS 10'- 12'HEIGHT B&B SINGLE LEADER 46 8004 FG 3 FAG USGRANDIFOLLI AMERICANBEECH 6" CAL. B&B SINGLE LEADER 461 1383 HV 11 HAMAMELISVIRGINLINA COMMON WITCHHAZEL 6'HEIGHT B&B SINGLE LEADER 113 1243 HYQU 14 HYDRANGEA QUERCIFOLL4 ALICE' ALICE OAKLEAFHYDRANGEA 24"HEIGHT CONT. DENSEIFULL IN 18 ILEXX NELLIER. STEVENS' NELLIESTEVENSHOLLY 6'HEIGHT B&B SINGLE LEADER 44 792 LIP 4 LAGERSTROMOEMIA INDICA x FAURIEI NACHEZ" NACHEZ CREPE MYRTLE 6'HEIGHT B&B 3-5 STEMS ONLY 77 308 LT 10 LIRIODENDRON TULIPIFERA TULIP POPLAR 6" CAL. B&B SINGLE LEADER 585 5850 MPH 1 MALUSPUMHA "MN#1711" HONEYCRISP APPLE 2"CAL. B&B SINGLE LEADER 99 99 MSG 14 MALUS SARGENTII SARGENTS CRABAPPLE 6'HEIGHT B&B SINGLE STEM ONLY 41 574 MSO 17 MAGNOLL4xSOULANGIANA "RUSTICA RUBRA" RUSTICRUBRASAUCERMAGNOLIA 6'HEIGHT B&B SINGLE STEM ONLY 145 2465 MV 6 MAGNOLIA STELLAT 'ROYAL STAR' SWEETBAYMAGNOLL4 6' HEIGHT B&B SINGLE STEM ONLY 49 294 PPDG 2 PRUNUSPERSICA'DESERTGOLD" DESERTGOLDPEACH 2"CAL. B&B SINGLE LEADER 87 174 PY 33 PRUNUSxYEDOENSIS YOSHINOCHERRY 6'HEIGHT B&B SINGLE STEM ONLY 99 3267 QC 8 QUERCUS'COCCINEA 'SPLENDENS" SPLENDENS SCARLET OAK 1112 -1314" CAL. B&B SINGLE LEADER 370 2960 PCM i PYRUSCOMMUNIS'MOONGLOW" MOONGLOWPEAR 2"CAL. B&B SINGLE LEADER 125 125 QCS 2 QUERCUS. COCCINEA 'SPLENDENS" SPLENDENS SCARLET OAK 8" -10" CAL. B&B SINGLELEADER 745 1490 QP 13 QUERCUCPHELLOS H(GHTOWER' HIGHTOWER WILLOW OAK 1 112"-1314"CAL. B&B SINGLE LEADER 370 4810 QPAL 13 QUERCUS PALOSTRIS PIN OAK 1 112" -1314" CAL. B&B SINGLE LEADER 370 4810 QPII 5 QUERCUCPHELLOS HIGHTOWER' HIGHTOWER WILLOW OAK 6" CAL. B&B SINGLE LEADER 600 3000 ROBE 18 RIIODODENDRONC. "ROSEUMELEGANS" HO RDROSEUM_ ELEGANS CA TAWBARHODODENDRON 24"SPREAD CONT. DENSE/FULL TT 20 TEL4TOMENTOSA'PRINCETON" PRINCETONSII,VERLINDEN 4"CAL. B&B SINGLE LEADER 631 12620 CJY 5 CRYPT0MERL4 JAPONICA 'YOSHINO' JAPANESE CEDAR 10-12' HEIGHT B&B SINGLE LEADER 46 230 Z U1AL l UU,J l Uj d' U_ w Uj V Q w O - O 00 i PLANT REQUIREMENTS TREE CANOPY CALCULATIONS: A Gross Site Area: 718,740 S.F. B. Open Space: 133, 055 S.F. C. Remainder 585,685 S.F. * 0.10 = 58,569 S.F. D. 99,471 S.F. Canopy Coverage Proposed E: 111,000 S.F. Canopy Coverage Exis tin g to Remain (111 Canopy Trees * 1000) F.' 210,471 S.F. Canopy Coverage Total (35.9X) LnILD ILDko cn w O O O O O Qn r1 00 0 .N N ffi tD 06 00 �r+000 0 DATE 12,15. 05 DRAWN BY DESIGNED BY CHECKED BY S. COLLINS SCALE 1 " = 10' LU z �H�nn V H � tJ) z � 0 H U Q w W f) Uj m W CL d Q U V Vi Lij U) C) w J J w JOB NO. I SHEET NO. 23 OF 28 E Iz u i v :u a v Q J v d z 5 0 d m 75 Ui -N 0) 7 0) Q d u 00 i CU (U i d D v i a� i 0 0 0 3 0 0 CiJ u v 0 73 d J z c: i I I I ------------- — I I - / >-T I j I Vi e 0 DI \ vF�r) - _ J C rfsCOTT R. COLLINS'Z 1--1 U No. 35791 'It, 4" Small Rotary Sprinkler Head ORAL 12" Shrub Rotary Sprinkler Head -��\ \ \�\ \ \ -\_ � � 2"RPZ Backflow Pre venter Line Sized Isolation Valve 7-112 Irrigation Meter Automatic Controller Wireless Rain/Freeze Sensor \ \ \ �— \ � � \ \ � QC' I" Quick Coupler C) ALL IRRIGATION MAIN TO BE SDR 21 CL 200 2.5"PVC ALL IRRIGATION LATERALS TO BE SDR 21 CL 200 PVC REFER TO LANDSCAPE PLAN FOR PLANT LOCATIONS > -j C) Z� Uj GRAPHIC SCALE -J CD > o /� I I I \ \ \ 40 20 10 0 20 6 1 0 Uj LLJ Uj LLJ Lr) Z 0 U 0 0 0 IN FEET U U U J — _ . _� i \ \ \ ' ti It Uj I inch = 20 ft. Q X: X Z U L< 0 L 000 ALL PIPING UNDER WALKS OR ASPHALT SHALL BE SLEEVED UJ M U U U M LU �o > C� Ce C� 0� T-i Uj LIJ w w WITH SCH 40 PVC PIPE SLEEVE TO BE 2 SIZES LARGER D PIPE U) r- 00 THAN CARRIER 6- CL a. Q) 0 r �) N \ \ \� \ \ \ \ ``�\ 1 LU F \ �\ \, \ \ U- LU U- Uj \ \ \ \\ \ 0 \ \ _ \\ U) Uj C) C) 00 Lr) kD ko LU O 0 0 --------- (Z) FM DATE 604 12.15.05 DRAWN BY DESIGNED BY I I T I , 1 c�` L ANSFORMER TION (TYP) CHECKED BY � SCALE 1 "=20' I I- _FE H4/// t \ MA 191' Z001HL Ar. T -- - r--- - J `, \\\ \ \ /mot I �\ `� ""-____---_-__,_ _ - ,__-----.- ----------- `` � i \ `� `` / - \ -\\ \ \ Z T-7 Z > 1 LLJ 0 U x L j 6 r r% 2! 0 </ n U LIJ Ce F- V) cl� LLJ \ _� / J LU \ - -- - -------------- - --------- < ,77777:7- jv V) (9 � = S -j -T, CHL/E24 -, \ Do----- I"Automotic Valve o 12" spray mist head 0 4" Spray Mist Head n cu i 0 0 CiJ d' r 5 CU H d z O d J 75 O_ -I' d m L �D co CU 0i d -N m O Q) 75 C v y i co cv cv / d- 0 d' Q It 7i N I 0 0 N d' i H d z O d J O) 3 73 i O_ -F' d m T i .-a CU cu d tZ Q� Q) 75 m i i I H co 0i N 1-11 It 0 ti 0 .1 THREAD BY 3/8 INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC S X S X S TEE POP UP LAWN SPRINKLER HEAD \3/8" I.D. HEAVY WALLED POLYETHYLENE TUBING ZONELINE PIPE THREAD BY 3/8" INSERT ELBOW SINGLE STREAM ROTARY SPRINKLER HEAD WITH SWING PIPE AND FITTINGS VALUE BOX & COVER FINISHED GRADE — PVC LATERAL LINE SEE SPECS. FOR DEPTH CONTINUOUS BRICK SUPPORTS PVC MALE ADAPTER (TYP,) GRAVEL (1 CU. FT.) 1 " & 1.5" PLASTIC VALVE (ELECTRIC) THE INS PVc P VI zoi THE INSERT ELBOW MULTIPLE STREAM ROTARY SPRINKLER HEAD WITH SWING PIPE AND FITTINGS CONTROL WIRING WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS GLOBE/ANGLE REMOTE CONTROL VALVE WITH FLOW CONTROL MODEL NO. P-220-27-06 AS MANUFACTURED BY THE TORO CO. OR APPROVED EQUAL PVC MAIN LINE LENGTH AS REQUIRED PVC ELBOW -- ' PVC MAIN LINE LENGTH AS REQUIRED PVC TEE OR -ELBOW (TYP.) PVC MAIN LINE (TYP.) SEE SPECS. FOR DEPTH NOTES: NOTE: ASSEMBLY TO BE FITTED ON SOLE SOURCE OF WATER FOR LAWN IRRIGATION SYSTEM EQUIPPED WITH POP—UP SPRINKLER HEADS AND AUTOMATICALLY CONTROLLED VALVES. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. IRY OP +ALLED 31NG LINE SIZED GA INSTALLED IN Vy HIGH POP 12" SPRINKLER HEAD 3/8" I.D. HEAVY WALLED POLYETHYLENE TUBING THREAD BY 3/8" INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC S X S X S TEE ZONELINE PIPE — THREAD BY 3/8" INSERT ELBOW 12" HIGH POP-UP SPRAY SPRINKLER WITH SWING PIPE AND FITTINGS LINE SIZED ISOLATION VALVE DETAIL INSTALL HERE A WILKINS REDUCED PRESSURE " PRINCIPLE BACKFLOW PREVENTER IN (1� _ ,Df MODEL 2" 975XL OR APPROVED EQUAL 2_�EXAMPLE 1" COMPRESSED AIR BLOWOUT 6" MIN. 8" MIN. I lV'I„`I'Illu�l,l\Ir vvvvv vvv 7vvvvvvvvovvvvvvv vvvv vvvv vvvvvvV,v vvvv Op7v7ppvv 7497v O7T__ cvvrpvvrvvvvvvvvvv yr vvvv ov vvv vvvvvvvvvvv vvv vvv vvvvv vvvvvvv7v77vv9vv7v vvvvvv vvvOvvvvvv79vvvv7vvvvvv7v9v vvvvvvv70pvvvOv'r 7vvrvvvvvvv pv cvvvvv7vvv 7 vvvv 7vpvv70pp7v979ppvvOv 7v9vv79pvppv7pp 7p77777v779r7vv777 vvv v 7pv77 vvvvvvvvvvv7vvvvvvvvvvvvvvvvvvvvvp 77777v7777 9Ov 77v Ov 1, 77v 7777 p Ovv7vv7v7v7779vvpvpv v77vvv7r Op vvvvvvvvv 7v7„77. 12 MIN. V779r v7p 7v7vv7977v 97vv 7pOvp7v7v pp 777 p7v vv v7 vvv v97vv7Op7rp979777vpv 7vv 18' MIN. OvvvO vvavv7vv9vvav vvvvv vpv9vvvv777v Vvavvvavvv 7vvv7vv7 v9Op7v7pppOvv Opppv OpOp p770vppvvv vOvpvpppvvv77rv7 Opp v 79vvvv YYYY v v 7 v v v v v v v v v v v v v v 7 v vv 7 v v v v v v v v v v g v 7rvV V YY8$88$7$88889v88S89vvvvvvvvavv7pvvvvvvvvvvc7vv v p pc vvc v 7 qq vvvvvvvv7p7v CONCRETE SUPPORTS & ANCHORS vvvv vvv vvv vv avvvvvvv7vva vvv vvv vvvvvv vvvv7vvry v7/v 7rpVVV,V 1.0 CUBIC FEET EACH vvv vovvvvvvo7vvvvvvvvvvvvvvvvvvvvv7vvvavvvv7vacvvv7vvcvvvvvvvvvvv Ovvv77vvv77vvvvvvvvvvvvvv707vvvvvvvvvvvvvvcvvvvvvvvvvvv vvvvavvvvv7vvvvvvvvvavvvvvvavvavvv7vvvvvvvcvavvv7cvvvvvvvvv LINE SIZED GATE VALVE INSTALLED IN VALVE BOX FLOW - GALV. IRON OR COPPER PIPING CONNECTION FROM CITY WATER REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (Typical Assembly) POP UP LAWN SPRINKLER HEAD THREAD BY 3/8" 3/8" I.D. HEAVY WALLED INSERT ELBOW \ POLYETHYLENE TUBING PVC REDUCER BUSHING SLP X FPT PVC S X S X S TEE ZONELINE PIPE THREAD BY 3/8" INSERT ELBOW 4" POP-UP SPRAY SPRINKLER WITH SWING PIPE AND FITTINGS OTORO CUSTOM COMMAND IRRIGATION CONTROLLER MODEL NO, CCM-XX AND CC-PED SEE PLAN FOR NUMBER OF STATIONS O SLOPE TO DRAIN O CONCRETE FOOTING O FINISHED GRADE O1/2" CONDUIT FOR GROUND WIRE O1/2" CONDUIT FOR ELECTRICAL POWER CONDUCTORS PER LOCAL AND NATIONAL CODES Oj 2" CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR WIRES FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION (METAL) EXTERIOR PEDESTAL -MOUNT CONTROLLER TORO CUSTOM COMMAND SCALE: NOT TO SCALE Custom—Command—ext_ped r� SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH PLAN VIEW WIRE W/O CONDUIT t 1L- v RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24" LOOP IN AND BESIDE MANLINE. PLASTIC PIPING OT ALL WIRING AT CHANGES TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30' 10' INTERVALS. FRENCH AS SHOWN. OR GREATER. UNTIE AFTER _-r ALL CONNECTIONS HAVE BEEN MADE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 4. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 5. PIPE AND WIRE TRENCHING STANDARD TRENCHES v _ - CA.'. . cur, r Ao Iwoir'Al N PAVING 24" MINIMUM �\� PVC CAP (TYPICAL) L EXCAVATE TRENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3, ALL PVC IRRIGATION SLEEVES TO BE SCH40 PIPE. 4. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 5. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24" MINIMUM ABOVE FINISH GRADE. 6. EXCAVATE TRENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE 7. MECHANICALLY TAMP TO 95% PROCTOR, SLEEVING SLEEVES UNDER HARDSCAPES } VALVE BOX & COVER NOTES & LEGENDS HEADS ® - SINGLE STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE ® - 12" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE. O - 4" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE. 0 - MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE. QS - MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 12" POP-UP STROKE. - BRASS QUICK COUPLING VALVE INSTALLED IN 10" VALVE BOX - LINE SIZED ISOLATION VALVE INSTALLED IN 10" VALVE BOX PIPE - DENOTES ROUTE OF PR 200 PVC LATERAL PIPING. LATERAL PIPE SIZING SCHEDULE ZERO TO FIFTEEN GPM ACCUMULATED FLOW USE 1 " PR 200 PVC PIPE GREATER THAN FIFTEEN UP TO THIRTY-FIVE GPM USE 1.5" PR 200 PVC PIPE GREATER THAN THAN THIRTY FIVE UP TO FIFTY GPM USE 2" PR 200 PVC PIPE - DENOTES ROUTE OF PR 200 MAIN LINE PIPING. I VALVES LOCATION OF ELECTRIC 24 V.A. C. REMOTE CONTROL VALVE WITH FLOW CONTROL FEATURE AS MANUFACTURED BY: TORO MODEL# (P-220-27-06) OR APPROVED EQUAL CONTROLLER ©- LOCATION OF THE IRRIGATION CONTROLLER, THE CONTROLLER SHALL BE A (48) '"TATION WITH MUTIPLE PROGRAMS S THE CONTROLLER SHALL BE A PEDESTAL MOUNT STYLE. MODEL NUMBER T C48M . AS MANUFACTURED BY TORO OR APPROVED EQUAL. THE APPR k, 1MATE LOCATION IS SHOWN ON THE PLAN. - ALL ELECTRICAL CUAINECTIONS AND INSTALLATIONS SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. - ALL 120 VAC WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE ELECTRICAL CODE REQUIREMENTS. NOTE: THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING A 120 VAC POWER CIRCUIT A,F THE CONTROLLER LOCATION. THE POWER SOURCE SHALL BE CAPABLE OFISUPPORTING A 10 AMPERE LOAD AT 120 VAC. 1 BACKFLOW PREVENTION I - DENOTES THE LOCATION OF REDUCED PRESSURE BACKFLOW PREVENTER ASSEN'BLY WHICH SHALL BE THE RESPONSIBILITY OF Ti,IE IRRIGATION CONTRACTOR. THE BACKFLOW SHALL BE 2" IN SIZE. THE BACKFLOW SHALL BE MANUFACTURED BY: (WILKINS) MODEL# (975XL ) OR APPROVED EQUAL WATER SUPPLY DENOTES THE LOCATION OF THE PROPOSED IRRIGATION METER. V I THE METER SHALL PE THE OWNER'S RESPONSIBILITY, THE METER SHALL BE 1-112" IN'SIZE. - THE IRRIGATION SYSTEMS SHALL BE CAPABLE OF DELIVERING UP TO 50 GPM AT 70 PSI MAXIMUM WITH ONE STATION OPERATING WITH 40 PSI AT THE BASE OF THE HEAD FOR OPTIMUM PERFORMANCE OF THE IRRIGATION SYSTEM AS DESIGNED AND SPECIFIED, O- DENOTES THE LOCATION OF IRRIGATION BOOSTER PUMP POWER TO PUAIP SHALL BE THE OWNER'S RESPONSIBILITY 0 SLEEVING - DENOTES LOCATION OF PVC SLEEVES FOR IRRIGATION PIPING. r - WHERE WIRE RUNS OCCUR, A SEPARATE PVC ELECTRICAL CONDUIT SLEEVE SHALL BE USED FOR 24 VAC WIRING PER ELECTRICAL CODE. OWNER IS RESPONSIBLE FOR ALL SLEEVING UNDER UNITS OWNER TO PROVIDE LOCATIONS OF ALL SLEEVING UNDER UNITS CONTRACTOR RESPONSIBLE FOR INSTALLING CARRIER PIPE THROUGH SLEEVING UNDER EACH UNIT NOTE: THE IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC IN NATURE, THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO MAKE MINOR ADJUSTMENTS IN THE FIELD. THESE MINOR ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALL BE MADE ONLY AFTER NOTIFICATION IS MADE TO THE OWNER OR HIS REPRESENTATIVE. - THIS DESIGN IS BASED ON THE SITE INFORMATION AND/OR DRAWINGS SUPPLIED BY THE CLIENT OF RECORD WITH DESIGN CRITERIA BEING SET BY THE CLIENT AND/OR PROJECT OWNER (I. E, AREA TO BE IRRIGATED, MANUFACTURER'S EQUIPMENT TO BE EMPLOYED, WATER SOURCE SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION SYSTEM USE, ETC.), FINISHED GRADE— =1 Illililllilll Illl�lllllii TORO QUICK COUPLING Tw VALVE, MODEL N0. 473-00 474-00, 474-01, 474-03, 475-00, 475-01,476-00 476-01, 474-21, 474-04, 474-24, 474-44 OR 476-04 SEE SPECS. CONTINUOUS BRICK a° ° SUPPORTS ° GRAVEL (1 CU. FT.) MANUFACTURED SWING JOINT PVC TEE OR ELBOW (TYP.) PVC MAIN LINE SEE SPECS. FOR DEPTH SECTION/ELEVATION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. VALVES:400 SERIES AS MANUFACTURED BY THE TORO CO. OR APPROVED EQUAL 3/4", 1" & 1-1/2" QUICK COUPLING VALVE, SWING JOINT, IN VALVE BOX 0 0 WIRES TO o CONTROLLER lo 0 WALL—s NOTE: MOUNT WIRELESS RAIN-CLIK ON ANY SURFACE WHERE IT ILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. U'L1 WIRELESS RAIN -CLIK NO SCALE INSTALLATION DETAIL L- �n W7 (�.)No. T R. COLLINS� 35791 IONAL S_�;1101/ J O H O M U) I LLJ In - N Oo 4 pe M a U w M LL1 M �D t1 ri Z 00 O Cy) U7 4 Ce M 't Lw LLJ O V) °- w i00 �-- Z W Z W IZ V cv O O U U I W z z z Q 00 U U 'r' 0� CY J Q w Q H v ;_ d w O O 0 J. Q *-i O ® N Cry: m DATE d 12.15, 05 m DRAWN BY 00 N CU i d DESIGNED BY m CHECKED BY