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SDP199100099 Plan - Approved Final Site Plan and Comps. 1991-10-31
: _ I : Z_ . . � , � , , , , , , ,. I I - I - I - � I I I , � I � I � . —_ � .1.,.___�.__ I � I I PLAN FOR I � � � _1 FINAL -SITE 1� . � N . - ! ", . .- � � 4W W. � I 11 . "� - ,--% - TYPICAL SECTION- TURN LANE, NTS _:i� ' W �p , I ___ __ _� 11-1 _ �__ �__ � -_ .61 cl� 2*00% - I 1-AKELAN I,' /A I I W -_ --l-S20L, .. EX. AVON 12' 1 "I, . 1.11i . _ __ - � .1-1 __�� - 1: � -%*- � \,3� MIUL CRE.EK PIJ R EY N OV 1 A co I I,.-, 610" 1 1 , V 1 . . . . -%�o - U)� I I 11 .�$ 11_� _�74ii�� �__ �_ _-_ � __ � __ - - - - 1/4 11:11 / to. *� -,I - 11� -1-1 - --- 1�_ �� -_ - -- I N__1 N`1� 'I-, -1 F - ___ I'll --_, - ,-, ____ �_ __.- __ -, ---� __ ��--`-� ,--). I _\ � -20 __ � 1 - - - \ _t - - 21 0 0, -f -A 2_E R - � __ _ ------- _� ANE- 56. ��� - - _ - - ,,*. --- -*-. 'T/ I/ _NS. 0_� _____ -_ Li ,11 _� 11�, . ___ ___ - _�, ___ ___ 00 1_�. - Z��, �_, 'I --- , A 9 0 IN __<"G 11"N'l A - X 11_1� 1�/��_ - --_ I ,1__. 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FH I" I THATY ___ ; ," � _� _, .i.W1iii;;;;;;;;;;;;� � 7 -- ___�, " '1 `_I. 11�, "' 11� I �, I - T SHALL. I �__ , . __ .� .__'"i.� , 10' DRAINAGE AND U I M � -, _ � j � EX W L E A S IA LA __�)'t:� A , � - � , � 1. 618 51 11� F I ".., I _' - _ - I --- 1 I .; "I., - - - ` - - ' 7-7- 1-�_-, -'_111 _-�'�_!_,��___:- - - - _� __ .., - . - �xl 7 - __ - - / 7 - / �' .. I ... , _,___i_�,��__ _ - ��4 ,-- ��, - , n;, , _� , 77777-! -� _;i,", -�, , I , . - �, _, ,,\�xll T - __�� - ,_. 4�� _ _ __,� _ _ ,_L_,_�- - '_ -", , 3 6 & ___� >�,, Z 7-, � _ . - . W - ---I-- RESERVED ADJACENT TO EACH LOT LINE(EXCEPT -z' - - - I 1, �_:�� , * - IS, - - --, __� " , __ � �, - , �;S_ \S 3,10 4 4 � I �L It! ���� ,:: __ - , - 2::�_,. - -�, -_ _ _�_--_____,-�:;_- �-`- - , - ,', , , - -, . - � , . / '-: � ., �,';._ _ . , - .�� _ -� _ , __ ,_ _ _ _ t�, - 7 --- � -1 - __ -, - " I _ 1, - � \ � __T _ _ __ . �, - �� _: ._`��_,_, 11-, �_� , � I 1. ---I_ \a -111", () 3 , NIK) " , ___, , _m �, ! � - , , - __ '- -, - � _ � , \� ___ 11" ', '. , __ � I I 4� � I N " _. - ,7`-,--, i;���;?,--; �_��'_-` ---,--_L, , 3 E ___ _�,_,-; ."t"_ , � \\ , __ .. -, " - ".��i_ - �z .� . \7 _� �'_ ! \ k��_,�r _ " I - - .1 � . -7 - __ " . i�- -- 7 - , -, ''-_____,11 L:a I I - ----I �_,_�, :�__ - __ , �- I . _. - , L -L, ---- " �,:-,, "�,',1_' it;;i - -�_-- __� :_ �:,,,, '�� J� " __ ___�.:_ 2-, , __ � I ___,��,'__,___�,,,�-_ I �:O_,�� I _. - , \ , . . __1 I � I-- tl� - __ - , . _ZZ . �, ) - / ,� I _____ ___ - _ - � , ____ - �_ ; �, __ - 11 .- . - _I-------- ...".. i -7 I - , X \ N, \ I . , -1 - I ___ _7 __ __ E _ , _ - "' I- I - I - I _._ I ''I 1.1.1111.11I.- ------ _1-- ,,� --%',- - ___ I -- -:�,� �_ � __ - J, 11 14 .1, , _�_�_ --/I-- f ,� .. I I �_ S - "I---,- --, - .O� --, LINES CONSTITUTING PARTY WALL BOUNDARIES) 640 ' , -, _ __ - __ \\ ---(---END CG�S ) -I AND WILL BE DEDICATED TO PUBLIC USE - k�L",_ ____ - � I �___. 'OA ___ \ t,"�7-��,��.z�,',',�;�-,��-',,��,�,'�.;,j�-z'�-,�-�,- __". ,_ __ _� EX. 12" STUIB ,.-- - 1___11 I----- __ \'\( 1, -,- =_ �, , C_ t-- I I Y C: �� /,:�) V. (-.- 111111 ''I . , ___� I __ __ __ . � -----7---- 7 �� f <1 PLE __7 - t./ /-I I )�j NEkW kVHI I ... ''I V7 - ===_--_ii,_ _ " __1__"1 �__ _ __ 1�-, I - - - I WITH THE RECORDING OF THE FINAL - ?. 5, OA K - ��S �(10"OAKJ I � � - - I ,�..�'. -_ - ______ - _�_ T _ ___ '1111�._ __ --,\, - X _10,111\11A ---- � �_ L - 7-; �__� - - i� Lz, IZ"OA , N �110 �, __ - - 1�� -,,, __ ____ - _______y - ,,,, - - - � I I - ' �� � N----- :r ___�.AVE - N-T-� I -_ _ , - --DOUBLE ,?.5-'OA f-� - A PP40A. L OCAT10i'V \ (VARIABLE WIDTH R/W ) [ b G E 0 F T.AVE I-E- -, \ FOR PAV I 11 PLAT. n 0 \�EXISTING 12" W L 7' (TYPIC'AL. FOR ALL EX,,,TREES) I z `0 � . � Emq�N r IN R1W OF NVON ST EXTID \ \ � . � 4 `0A ff, I ) 11 I � J � SEE PAVEMENT SP6�S FOR TURN �ANE ;�IJ16VE -11 . \ AVON STREET EXTD). RTE. 742 �: �:� � � - �, � L E VV !/V k / / TE -P I IV E S / 5' 0. C. I � / -, I / \ � / j I i - �� / . . - � I _ ___ ) - � 4 - � - ...____ - - - ---[ ,- ---- j/ ,0/ 1 & - -.1 - __/ - __ _ I I . � - 64�000-01 . ___:_�� ---' .-TOX8 - T-7 __17 Z, __ I / I . . 6 -1 6 -- - _1___/ 1, . �:, _::�.� ___c TAPPING SLEEVE XISTING XIO it WL , _�� " I . . EXISTING F.H. THE INTERSECTION 0, YAL OAK COURT -- 6 VA LVE . _r . � AT )F RO �55(_ --"' - � I -IFICATIONS AFTER I � � . \ d� Z� SHALL BE ADJUSTED TO MEET ACSA SP�EC 11 1�3 CER liage S ill �_� 1� . _P I \j'I ___ 001 , __ I2xIO REDU + - _--il .4jr - \\\ ��� �_ ��- , -- - - -_ \ / - --�-�,7_ _�--- .- - - , ��N\ �� - , , _L ; z,_� �� � " , ,� � , " , , , I - 1 �\ - I lz� zlll�" ,_� ___ 11 � I V, ez*'' I I >�� 5 ft. i I - _ \ -5 < �\,),�� ,;w EEI / I I CONSTRUCTION. IF THE EXISTING VALVE IS LOCATED IN 'FF] E., i __ � I - .11 I I CURBI�?G, THEN THE VALVE WILL HAVE TO 13E RELOCATED BEHIND THE CJ,JRBING. - t We the undersigned develo ' the County of Albemarle does r.-)t necessarily - . I - � this plan by - NOTES: 1. EAC�H LOT TO HAVE 2'-'z' FRONT YARD SETBACK, 10' SIDE YARD SETBACK (EXCEPT WHERE A COMMON PARKING SCHEDULE ' I I 1 0.5' i a Department qf Transportation (VDOT) . I 11 � U.01,11U_, UAN 1i_QT,E.t`,'! va Plan, by the County , . J� I I I � I WALL EXISTS), AND BACK. 80 SPfACES REOUIRED / 2 SPACES PER UNIT / L_ � 4- , . - does not in any wai relieve me of !xiy respcnsibi _ lity in . , . . ----------�_1/ —_ obtaining final. IT o ssuc TICAL SLOPES OF GREATER THAN 25 BY SHADING. 3 'Q I I 11� -j- I t�ll 1�'--'\ building Permits znd/or certificates of occupancy. * � I % ARE INDICATED P - TO BE PROVIDED , 1, Wotk shall be sutoject to ,nspection Lly Albi��,marle CQunty � 2 CRI 1 Alklll) 1111Q �/"' KA RA� QV . , �, . �-,'� , I I 80 SPACE' , I I , I I I Service kuthoi:�tyj inspectors. Ti-e coC1t,1,r,a4,11or . 11 !, i I I . .1 � I � : I ; 3. MAXIMUM HEIGHT OF ALL STRUCTURES NOT TO EXCEED 35' . . I . ,� i I i I I I motifying the : ;; �i I I * - r,,-sportsibie IOL I Servicc:�! Autht,�rity at th,e - I � R - " ,_��,, OTS = - 4`0 ; 0 . ��:! I I � SECTION A —A 5 . 1 4. DATUM REFERENCE', BM TOP OF HYDRANT OPPOSITE CALVAR"( BAPTIST CHURCH, 850' NORTH OF , : �, I I _ N 0. L I I AC R ES /o TOTAL t i I , I . � I I I 1r, �r i MILL. CREEK DRIVE ON AVON ST. EXTD, ( ELEV. 563.20 ). I ,I — AREA I N LOT-S!--F � , 6.22 75.120/, ' " X � COUNTY, OF ALBEMARLE I � �-�,w- W . f� ; � 1, 5. THiS SITE IS NOT LOCATED WITHIN RESERVOIR WATERSHED. r 1 ie�xif--.tlng util'ties ac;��_o!.ss (,;�r along the. ,, I i . " , ,� I I I DrPARTMENT OF ENGINEERING � AREA IN K/ W* � = � - 6.76% I ' k � 1: I I I . I t .56 line o-- the pro t nec,,,�'.,)!s.,5ax1,1y shown �-n I*,- ,� GEITERAL CONSTRUCT OT I , . " il 6. THIS SITE IS NOT LOCATED WITHIN THE 100-YEAR FLOOD PLAIN LIMITS. � ' i . � �; : Revised: Sept6mbar lEr, 1989 AREA IN OPEN SPA_-E = 1 .50 1 8. 12 0/. I e�re shown are o n 1 y, a j'i jbr, o, xl. i i�La t e I - . � I'-- V I 11 ., I .. -1 - 11 I I -_ . .4 OP , �� ;I 7. BUILDING SEPARATION IS 1-0 BE 30' OR GREATER. � . . . ,-,'�,-�,_, :1�nitiative 4T,' �'11�jo' "I _ � � i , prior to commencement of any cc--struction within any e � I . - I ' .. 8.28 1000/0 I I , , Er I � 8. PRIVATE ROADS WILL SERVE THIS SITE , -way, including cqiqiection ing . I I 16cate all undexq�round 1,ine5 and StrQ�,�'��t 3res, as f .I.1b S � �i I - said constructio . i 4 T I , - 1:1 9. UNITS ARE FOR SALE - EACH UNIT 'HAS 3 BEDROOMS. inia DciDartnv.,nt of Transportation (hereafter ; .0 I . � 1'0p� 16ki, i � abbrevi AVERAGE LOT = 677 � � ��, Ni I I , ffif " : . s I Q , � � ID SURFACE DRAINAGE IMPROVEMENTS SHALL BE ENCOMPASSED BY A . . I 0 §4 ,I 10. ALL PROPOSED UNDERGROUND A� = 4�18 4I -! o mp' I - IS I (� �j - ! � - .. 2� All paving Lind drainage related ma I MINIMUM LOT I hiall ,,t, 1,y�, with the . j I . I 1 " t� 13 1 L ": I MIN11viUM 20' DRAINAGE EASEMENT. m cn nd standards ,-, .MAXIMUM LOT = 10194 It on t,:�P,'.c]A,`,ications as - . t � I es otherwise noted. I I i � ; I , i: I]. MILL CREEK PUMP STATION TO BE UPGRADED TO PROVIDE ADEQUATE FIRE FLOW. I (� I 1. o vii��.e A-ut,!horlty on / I . I J i I 3. Erosion and siitatioa control measurcs shell be provided in . 1, 13�8)91 / . �� i 1 he apZ,noved erosion control plan and sh-'-1 GROSS RESiDENTIA1' DENSITY = 4.83 DU / AC I IS: 1-11 � - . I 1. ; I r to ally C.'-.Rr:_r4,j, gracling or other � I � �� , I I 1! RIPRAP DITCH DETAIL : DRAINAGE STRUCTURES SCHEDULE : � : i � /_� i ction. . . .1 I �� I constru � � 4. All elevations are based upon u.s.c. ancl G.js. datum. I i � . ; q . � 1 I MAXIMUM AREA IM -OVER = 1. 54 AC ; � � � ;�: I DI-36 H=4.0 L=10' TOP = 6 1 6.67 kRVIOUS C !'�--,, , . s L .. 1,� ,_ I * . GRASS ,� I 7- __ I - k I ik,f � : -::--t-1'M1r[. _::� 0 OUT = 6 12.67 1 and mulched. Maximum allowable fill or cut slope is � '-, i� .�v �,,DITCH � h ible frz notlifying "Miss . . �a � n s I I �� Id- t 1i � 4 I ., . �, I . f , I ;I G " M I 1-1. CLASS I RIPRAP DI-3C H t 4.0 L :; 10' TOP = 616-01 � � i . -55527003j� I I . -�,�P y - � � I I . . . I yl�/Y � ! I !� . � A 11 8 " 0 ' - I _� - ' -1 I � . t - � - ----, 'I �`' --,, 5 __ - - .. IN - (312.11 e a , e 4 G __ -1 - li I �!, I - - I �i i - 4 -.-- __ - -, - I I 11 --- 6. All water and sewer Ilines shall have a 3' minienum cov'pr over the I ., I � � � � � � 1 I __ UT z .6 1 2.01 1 1 1 . I I I � - ! . � � �, �_� I , - - e l. - I I , � 1 I � I , ,_ � I __ 1.5, I �, - '\\, I 0 n biemarle county Diro i� I centerline of the pippe unless noted otherwise . f , I I 11 � �% - -_� ,�, � i I I � 1 9� I � : ffl I DI 3A H z 7.2 TOP --616.01 - I __ I 1� . I h eemed necessary in ! . j, - I �� _-, "', ,_�� 1: EXISTING GRADE (D ___ I ' ' PAV E M E N',T --, " I ;� , . I N � 608.91 ; drainage channel. . 1, - ! 'w��, �. 11 � m_ ,'%, �._ I.. I I . _,� � ,� � .. 1 . . " 1 7 .* There is a 20' sanitcary sewer easement centered over all sanitary - I . . � , � o T � � . 1. 'ER ENGINEERIN I:il i ? I ,� I OUT -- 608.81 MUNCAS7 G & �1� �, � r � . . , � I Man st 11, I sewer lines shown orn this plan. � I � -, � . - I I F - I (:4 ) ES -- I INV. -- 596.0 COMPUER APPLICATIONS / - I . � CURB CUT DETA I L — N.T. S. 5 : . . I z i - 8. unless a :horwise noted all ,concrete pipe shall iie reinforced ; ." - . I � . , � I . � , , *111_�_ � concrete ,)!pQ - �lass III. � � : . � , . , It FILTER CLOTH 1. ! I t338 Rio Road I B. There is a 20' wateri-line easement centered over all : waterlines and - . 11 . . . V_ I ,� 1 9. All excavation for underground pipe installatipn must comply � I . � I . I � wn I I IT I 11 z appurierices sho,,,, orn this plan. I � � I : i I I i with 0SHA Standards for the Construction I Industry (29 CFR . _ ; _� Charlot�>svifle Viminia 22901 \ , . . Par . : I - i � -1 I - __ ,� j;, j I 1. .i . � I : _7 . - . - �_ i- 1 I - " . --- ; __ - 1. ; : I I i 11 I :i . � I . -1 1. ,, I I I �, I N, � IICI � I 1 .. - !tL_ , . I , I ,uildings, pqrche�p,,,dleQ,Kq q�- oth=�r structures and ,'j,n,_,jr,aFij t 5urtenanc.es shal� be placed within ACSA cosementz. - :� � ill � � I I � . I .-��, .1 -_ -__--_�, . , . , -�:- . -- , : -� .- - I , , I . I _ . , I ___, . 1. I � - . __ I 9. NQ b - 117 1, - - , � I — __ ��t � I � �,__, .. I . --'I,-.- _� r ��.__;:,. ; — ____ I . I � % . It . I - - I - ,--- , __ _____ , -, , , � , - - �` , I � � - - - ,�. � -, ". _. I - ,� 11 11,11, 1 1 1 � � �, I � I 11 I ___ . __--, ___— — __�_—_77�- �__�_ - I �---�_�_ - I I - ___ __ . , � � � I I I I . - 7 1 1 1. , , 1. . I I I - , � - I . I . . . I . -, __ � I . I 11 - . I � I � - - f - 'I I I - I I 111 �� . f . - "I", I � � � . I � . I I- __ ___ . DATE . - I I - I I I . ., �; , _ T , I - DEPT. OF PLANNING B DEPT. OF ENGINEERING DEPT. OF ZONING COMMUNITY DEVIELOPMT -:5-1-1 ,�, - �_,'W __ 1, - _. , � . I ALBEMARLE COUNTY __ FIRE OFFICER _` , I . ,' � I I . I- I I . SERVICE AUTHORITY I ; I j �.� . ;_ el. � I I :�e , i I. -1 I I I __�_ . �� �� . I , �!� �-R'tnff ,q��,!;'P.Ev�,'ff� ,�, " .!, I I" _� , -,7-15-91 -1 , , - --I, - SITE REVIEW COMMENTS rl� I,.. i� 3- 7,-91 ROAD WIL & SAN. SEWER PROFILES ) ) _ It' I �� I 0�. 1. � , ��,` f!,: t% --_ � , . � ��_ � -i , ,� . , 8-23-91 FINAL SITE PLAN 11., ,;� /� - �_ 1p:t I ?4� j%, � � 9-10-91 ACSA REVIEW .-I -, """", . ,�,h_ -, ,_i; - � , , . I 9-16-91 VDOT REVIEW I � . - .- I'--- 1.11 , - 9-25-91 PLANNING DEPT. REVIEW I 1 10-2-91 "SOUTH' DESIGNATION ON LOT NUMBERS . 10-6-91 PLAT NOTE LOT 39 SS LAT. I- 1 - 10-10-91 EX.TREE LJOCATIOIVS , 1 10-21-91 AS PER ACSA REVIEW (10-17-,91) . I 10-31-91 LOTS 13) 14 ) 23-32 SHIFTED � . I I I D/-'�T E ` 6 � q I . I 71-1 I I � - I — 11 — 911 1 - � � I I r- - SCALa I I . I -1 I't -130' C I, =, 42. ' 8HIEET 1�;_ OF� : I ,:13 , ...".0—, _,__-- 11 __ ," --L � I I �".,:, 1. - I I 1 I - I., �__ � " I I I I 11 11 I I I I ''. �.. I �1, � , 1: - _-.1 I �, I � �,, I - ". I .1 �- 1. - I I I