HomeMy WebLinkAboutSDP200500045 Plan - Approved Minor Amendment 2005-11-02.j
.
I
.
.
'Location. M4g..... . ...-
______ _- - -_--m:mt .-..:=.:w.:-.:;::;:;�-���;,.%.-..�.-��:..�...-r.,�ll;7.%-.,.-..."�:�.4�.:":�..,;�.;.-.:�:"..,�t.-:7.�-:.�l;.�".:t..!�.,::�--��� . ..... . � ,..'��-....,.�'..;;."�-�,,�:.�..��t;-.- ��.�:�4;:...,-:;;-:�=-.:..;.-."z;-��=,;.-.;:�����
-,----�-�-:�-�.-��;-.---.-..Z--��..=:.,-,���-� ;w7;wr7vz_ - - _4r. - _:_ _.,:":u - "' -
- mm .:; � __.-:`__= ..= .:mv -��,�.�,�4�:�:;;:;����.-.:.-=�t:i�,n��.�:��t;17."-.=r.-�.-t�-:.-.-,:.�.:4�-. ._.t=u. ==IP'.,�_ .___ ...�.- - - .- - -
- __ .
�.��� ;�:�;��� =;;�_ .��_�___ - wnt:._:1.; - - =.Ir. ...�,.:;�:���.;::--.�-.--.;w..-%�..;�.-..:-,�ll,�_:"-:.����..."�-'.�
qralal 1i "i-cir�170nW ...
.
. . .
I
I
. I
. I
I
.
.
.
I
I
�
.
I
.
I
�
..
11
.
.
. .1 . - I �
PHASE, 11
. BROWN SUBARU
ROU 29N - CHARLO. SVI E VA
.
11
. �
� I.
.
I
1�r
I
.
.
. . .
I
. .
11 �
.
�
�'..�.�l.t!,.=:7.�.::,�l;-�l.-;.!.-:-.Ir..--il�-�--�.�-'-��-4�-=t:.=:.�..;u��=�:!-=-.==-..z��-... .... - -.1. -_-_11_=1 I .
=_ --"=�":-x�"Z:.;.x--..�--.�:�-�.�v-,.,-,-,...-�-;-�=-�::�;,4�'t,��.��:=,.L,::�-�,,�::-..---,---,;,�:.-.-z--�- ::r._1._______:_ . . . . . . -- ----- ...........-.1.. ...
.....
�
.
.
.
.
n # iA,# -
r
.
.
.
.
.
...
� .
.
:St.andards and. Speciticafions ..,.-.....���,���....,.."�...---�.,�........'I . . . . . . . . . � ...
I . � �. ... =', I.I...-T _wwrrrtm�_ 4 ,. ,.... __ .... .. .. ���.._ ... . .... -t--7. .
'! r. � .. , I ;� �, . .. .;.. . .1. �4 _. � ., ,. . . 1.
-,;�, . . . . . . **** ....., .. . .... .... , , _" - . � i�*i
_.:._.___._ . _ .. I .. .1. .. .11, ... a - - I. .. . ; , . . ... - I . . . . ... � . I- i�*i . . ;_;�.! . _1 . I - � .. .. I. �___
�
.
I
Notes
.=m1_1_11-__.
GENE9.AL.
N
T:
r . .
- I ' !GH:T�OF�4.i.AY,, INCLUDING
.10 ANY OUNSTRUCT110N WITHIN' ANY E',XJS`r1.NQ---- PUBLIC IR
PRiOR. T _... . . .... . .. .. .
.. .
1,
'a.
22,
- ALL APPLICAD! _.. .
I APPROVED SEIT OF PLANS AND f PEIRMIT-f- MIUST BE-'.. MA�NTAIINED AND
...
AN _. .. - . 1. - -, tt__.. - �.. - 0 -
�
SANITARY SEWER AND WATER MAIN CONSTRUOTION
I
.
.� � I .
CONNECT10N TO ANY EXISTWG ROAD, A PERMIT SHALL Be OBTAINED FROM. THPE
'
I I
I
MADTE AVAILABLE AT TKE CONSTRQOTION SITE. BY THE CONTRACTOR,
1. . .. .
. . .
i, ( .. AS DRAWN MAY IN 0 T
V1R-GiNI.A. DEPA,1131-'MENT OF TRANSPORTATION ('Y'DOTI, THIS P�AN
i
. I
11 .
I ... ij �C T T f ic, %.� � .
WORK -SHAUL 8E SUBLIE ' TO _NSPEGINON BY ALBEMARLE COUNTY SERVICE AUTHORiTA
' , '
I t
ACCURATE69..Y R.EF-LEC:T 'THE. RE...'QUIREME.NTS1 -OF THEZ FER-Mlit, WHERE DISCREPANOIES
. .1 . .. .. . 1. . .. . .. - .
i
� 2-3,
I , *
. . L I D11M . - .. .
-OONTRACTOR SHA L PERFORM ALL WORK USING THE 1.11ENSIONS SHOWN ON T H E S E
T H 11E_ ...
iNSPECTORS4 THE CO
. WILL 8E* RESPONSIBLE FOR NOTIFYING THE PROPER
.. . - .. NTRA-010.'08 SERVICE
� .
OCCUR THE REQUiREMENTS OF THIE PVRMIT SHALL. GOVER'N,
. . .
� i
MAP WHf�ELS OR
PLAN& THE GONTRACTOR SHALL. NOT USE SCALE$, RULERS, DPV0ER�z . .. I.
. � . �T ..
3 .C. - --
. .
CIALS AT THEi START OF THE WORK. : I
.. .... � .
AUTHORITY OFF! . . . -
� ... .
L * E i ATI 0 N S111.1 P S ON TH. ES E DRAWINGS,
OTHER MEASURING DEVICES TO DETERMINE SPATIA".. F? -.1 ...
' -
.
, :
-2.
...
-
; LL. .`AVING AND .0. AfNAGE FRELATED MATERI .. ...'A
. .. : : '
A ' R [ALS AND CONSTRUCTION: METHOOS SH ILL I
P
� I
2.i
THE *;.,.,;,.. :1 :
.... . .. .
- LOCATION OF EXISTING ()TILI:TIE__:S AGROSS THE LINE OF THE' PROPOSED WORK ARE NOT
. .. .1 . '
.
' 11 ;
CONFORM 9"O CURRENT STANDARDS AND SPEC[FICATIIONG OF VD0T-1UNLESS OTHER'YVISE
� -ill 24�
� . .
. . . - ..
'THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAiN. UNDERGROUND -UTILITY LINES
.. . � . �
NECESSARiLY SHOWN
- ........ON THE JPLA:NS AND WHERE SHOWN ARE ONLY AP PA OXJ MATE"', THE
.. I.. . I- , , . j
. ..
NQTED�
i,
I
. `T TW 0 .. . .. .- . ." �. 13
jN THE. AREA OF PROPOSED EXCAVATION OR SLAST[*NG AT LEAS WORKING D.A Y IRS .. UT
... � . .. . I ... . -1. - .. ..
�
CONTRACTOR $HALL, ON HIS OWN INITIATIVE, LOCATE AL� UND:ERGROUND LINES AND
.1.... .. . - . I.
.1. � . . .d� . _* -, a *
. . t K IN Gi DAYS, PRIOR TO COMWIEN:CENIENT OF EXCAVA-1i"10N OR
-NOT' MO OR . .. . 1. �
.. . . . .. .. .. ,. .
' CE .
. . -, SSAR Y i .
..
1:9 �
I I I
� !L1 I
I __-.0. I .... . . ... . . .. . .. .. . ,0ANCE T �H_'
EIRO�;ION AND SEMMENT CONTROL MEASURES SHALL. BE PROVIDED tN ACCOR.... .N1.._..'. 1AV].
- ' � .
DEMOUTIOk
... .. - LA .
�
- � -
.� L-a I r_ I I I
i - -
P, H E -A P P R OVE Q E R 0 8311 0 NN , r -ANO ".1 8 E`, I!..NSJAL.LP,-.D P'RtOR. -7.0 .ANY ri I E A R. I N t.,j,
.. .1 ... .. .. 1. ... RN . . .. F . I.. � _ . 1I.A.-
.. C Q NT R 0- L PLAN . ... at�t _ �6--.- .... _. . - .'' -
. . .
.. ..
3-
. I
� S_ AN SHAL 0' WITH GENERAL W'ATER AND S 11
*4 'i COMP,_ '. I _. _.� _.. . - .. 1. .. . _.
ALL MA'T'ERRIAL' CODN814�.R.UCTIION. ,.j .. L.3- ! 4 .
. . . . t EW ER
;� J, .1 � .
GRADk-NG OR OTHER CONSTRUCTION.
.. - 11 .. ..... . . .. I ..
� 255,
. -
I I .-
.3. . - . , Rsom
CONTRACTOR 1EXCLUDES THE 008T OF A NY SITE 0 R 0 H8 R TAA$:H COMPACTO : ..
, , . '' ' ' ' -
. � .
11"".1, . I .. .4 . ... .
.... ... E b .
� . . 1. . .. . .......... ... I... . .
""'ONSTRUCTION SPECIF�OATIONS.A.S ADOPTeD BY THE ALBEMARLE COUNTY SERM AUTHORITY
I
I I I
�
_ .
� ''RET � QT LECTRIC 18 EXCLUDE. ...
C 0 N -Q - E PAD IS INCLUDED PER* SITE PLAN 1W E . n
. . . .. ... .. �.. . . 1. . - ..
.
ON JANUARY 15, 1998, .
.
4 ,,
�
. P. LIZA'] .N ; � -
.1 p S_ AB " " I MAY SE REQUfRED 1AII-11EN. :N T E
PAVED,, PIP -RAP O, I' r 1H '' T 011* MAT LfNED D11o'CH . I � H
* �
I i
� . . .
.
QP�INIQN OF THE ALBEMARL12 COUNTY DIRECTOR 01F ENG�INEERWG-':,, :018 HiS DESIGNEE, DEENIED
. I ' . . .. .
'. 1 . I 26�:
A� .
. F0;4I.1 [T-S ' _' S TO AND INOWDIING THE -
.
THE POWER COMFAN'� WILL PER R .i OwN .]TE 16"ORK UP - ... ... . .....
4,
.
; I
-OR ,ALL ELEVATI10 '- S11-0 -1 GEODEIT --- SUR
..... .
DATUM F � ...... I... N. Si -3H)WN ].� NATIONAL ..
' ' I _IC 'VEYi.
.
, - -1 I
14 .. HAN I E
. N .... F.. n. I
IT' Nfi*,"E,S_-SAR_Y' lr ORDER TO STABILIZE A DR&INAGE CH. I N_.'L�
I
'RS THAT ARE MOUNTED ON TH.E.- - AT .A. SINGLE-
- �E,CTRIO METE BUILDING S
CONNECTION TO THE E t .. .1. .. . . ..
. - 1. .t.. . ... I— -
'
�
.
. .
/
I
:H I . .. - M* THEIR OWN ,S] TE �
LOOATION. T 5. T5LEPHONE AND CABLE TV COMPANIIES WILL PERFOR . . . '.
1 - - - - I__ ..... J. .. .
5i
-
. I
-* CONTRACTOR SHALL BE RESPONS116LE FOR NOTIFYING "�MIIISS UTIL[TYA' (1-800-5652-700t.
THE . . . . . . .... .. I I... -
. . . .
6-t
. .
- - ; .
. L. S T OzR N1. DflAINIAGE PIPE TO . ,� V 0
� . E I w I ' BE HAN ,-0-R. HI Ot V0 . T
. _ . . o. ,
WISE IN , ED, AL� . _ I .
V'Nt.E,5,SL OTHER' OT
1
A StN .. , BOX: ON EACH BUILDING - .
WORK UP TO .. I GIL E i
1- _ .
�
.. I
' I I R_ 14. GH -�.
. � -, DETAIL PB--�, IS R E Q Ul R E 0 OATH H11PNQ0Fi H -0 H1 DENSITY
STANDARD PIP 'DDING I .. . .. .. ...
... I .. F BE.. �
.
64
. -
ALL WATER AND SEWER. P�PES SHALL HAVE .A - MINIMUM ' OF; 3 FT. OF COVER WASURED PROM
rk.-- ..... . I.
I :.. I
I L . D
P 0 L Y E T-1 H. Y LE N E f, R P-E) RWE.,.
.. . ... �... .... "... .1. ... .
I � 27;
11
-OMPANY WILL PERFORM ITS OWN WORK, UP TO AND INCLUDING THE
THE POWER C . ...-. . .. ... I '
' *
. .I.. . - DES ALL P(R.E HYDRAN. IT
-i PIPE, OVER THE CE. I _- LINE. F 'I - ..- IN Q L UQ
E ,11ENTER 0 THE: PRE,. THtS .... .... .. � . �.. . . ..
, . .
.�
t,
. . � I
GONNE`�. ECTRIC METER FOR. THE FIROPOSeQ 6W.LDING. THE TELEPHONE AND
.
i fl.- - LATERALS, AND VVATER LIINES� ., .
L NES, SERVICE . I.. 111. . ........ , E70- .
6.
ALL Ek-,AVATION POP. UNDERGRoUND PtPE 1:NSTALLAlf[ON M.-UST OOMPLY W 1. T H 0SHA .
'�� . .. ..
. . . .. . .. I..
i
�;
- - * ' -
0-i-ABLE, TV COMPANIES WILL PERFOHM THEIR : Q W N 'NO. R'. K - UP TO THE BUIL.DtNG,
.. .
. .
�-ri �t- I ...... . .
STANDARDS Fo: R : T H". E C 0 N 0 9. R U C. T 9� ON INDUSTARY [29`0FR PART 1192
- 1_61i,
. .. .. . . .. .. . . .
il I
.
T
. .. .. .. . .-
URTENANCES ARE TO BE LOCATED OUTSiDE OF ROADSIDE. DiTCHE ;
ALL WA : R.. 4 Si
� .-
�
i
1� 28�
I
. . . ..
; .... . . .
AL1 SPRINGS SHALL RE CAPPED AND PIPED TO THE' NEAREST DRA.INAGE DITOH OR DRAINIAGE
. . .
�
7.
...
� �:
t� , IV . i- - , F, - 1 E.
. 1 t'. ERtFY' THE FROPOS'E-D I.-AYOU''T WiTH I. TIS ,E 8 TO TH
THE CONTRACTOR SMAL .
.
. ... � .. . iR,ELA'I!0N HIP
. .
� -
I - F0 VDOT STAN)DARDS.
__ UTF 1H . LT "ORM. T
0 S, .. A LL 1' ** C
.., ALL.. .PIPE' _ . iH MINIMUM DIANIF - ER AND 0:0NF
. aE 6-IN $ ... .
...
$::
. I
- SHA117 I -
VALVES - I BE. RODDED 'ro PROVIDE ADEQUATE RIESTR `!N7 1�'OR THE
N DEADEND LINES
... .. . lr�. 9 .. . _. . . . ..... ... .. r ..
' "' . A � .
- . ..
�
EXIST'44G SITE SURVEY, THE CONTRI,.ACTOR. SHALL .A.LS0 'VE-PIFY ,ALL DIIVIE'NSIONS ,..
I I , . . I . . , S I T E
.1 .. - 1 4 .. I .
� I
'.
'.
S 8 - 1: � NOTIFY ENGINEER IN AU CASE& .
.. . .. ......... .. -
I I
'ING A. F:UTURE EXTENSION OF TRE LJNE.
VALVE DUR 1.
.... .' . ...
. I . .
CONDITIONS: AND MATERIAL SPECIF[GAITIONS AND SHALL N 0 T '11F Y THE OWNER AND E
' 0 ... . .. .. .. I . � . 1. INGINIeER
� I
. .
I .. . � . . ...
. I .
.. � : I . ' - ' - I
. . . . .
OF ANY ER .'S 0 I BEF -
.ROR MIS. 9411IONS OR DISCP,f�FANCIES _1_1FORE QOMMENCING OR PROCEEDING WITH
.. - .. _... . i --- 1. . ..., .. . . . . I... ... . - ...
.
- ,29L
......
! if�; S.,
*UM OF 6�- 1 N 0. H t:. _.
- ESS Q'T'HERWISE SPECIFiED, FINISH %GRADES- ,AT 80L.0 --� SHALL. BE. A MINIM
.. _ . - 1NG
UNL I R _ I .-
... . I— . . . .. - _. _. . I....... . . .
I
gi.
-
"
... - D -'AtNT,0,4ED BY THE iC � "O _: PIEL D
. I—— 1_� I .
AS�SOLT CONSTRUCTION .ATA SHALL BE M . .. '.0-TRAOT R I N T HE A
R .. N
. . .- .. . . � ... .. . .1.1 . . .
WORK,
. �
SE�OW GR ' OUND FLOOR INTERIOR FINISH FLOOR ELEV?�TIION IFFEL GRADES !3HALL SLOPE At
'
� -
. I
MARKUP SET OF, PLANS SHA111 BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE
.
.,
,.t
- F-ROM STRUCTVRES TO A POINT WHERE E.IH
' . : _'F` ER PROPOSED/EXISTiENG.
MINIWUN4 OF 0/v AWAY .. .. - .. . _...
....
- FOR THE FINAL AS-RUtLT PLANS., THE. DATA REICO'". ` AC i AiN 0 E
AS THE BASIS �_ RDED S H AL. L BE IN 100RD
t .... ... � . _. . '' ..
&
q � � ..
, R& G�.,.,A.NGF-ES TO THESE PLANS 'WiLl I - T B41 A L:L
. . .1. L r&I �
�D --',V1A*r�0,:N.S FL- R, () ,A C) _,`.H '40 I 0_wV ''' UNLESS A PiQ R C) V E D
_E .� I , F_. 0 1.
. - _... . ... - . . - . . . . . _ .. -
, �01 i
w
TE ONVEYANCE CHANNEI S SHALL. COLI ECT �
'RIAD ,I 16. k___.:
�
IG . �:: S:: A DI'CH I � 0. TH: E �. R. . .1 I .
- ' " OR :0 .1. .
.. . .. ..
. .
. _" . . - HECKL fST � LLATEST
WITH THE REQUIREMENTS AS SPEOFIED IN T H E .A.,C,.S:,A, A_S�-BUILT PLAN 0
... .. . .
. . .. .- - . I-
. .
. I
.BY THE :E.'NG.INEE;q,,,/L,A�'40SC��,APE ARCHITECT,
... 1. . .
1, L
; �i .
�
I - - AWAY FROM THE STRUCTURES.
I ; F
... � . . 11, ... .. 1. . . . 1.
AND DIREC T RUN -OF. . . 1.
.
... D IT I 0. I. I
JE ... ...N - .
9u
..
i I
I �
. . . It .
THESE PLANS DO NOT C3'.UARANTEE TH" EXISTENCE ,OR NON-EXISTENCE OF: UNDERGROUND
'
, �
, I 30E
-
THE CONTRAC .R- -S , - I.DENT EARTHWORK/
" I . .. . . . .1. ..
-TO' -HALL BE RIE'S'P, N IBLE FOR PERFORAVNIG AN IN DE P E N
. . I � ..... .. 1,0t S . . .
' .
..
1G,
.
ALL WATER NA.ff S S- i- q If .
N* -HALH BE C-LASS 5.2,. DUCTILE 'RON PIPE :U, LESS OTHERUSE. NOTED
... . . . ... .- . . .. .... � 1.5 R ...
. ,....S �.,
. 'd
p . . 7 L
i ' T �- iA, 1`11: Y CONSTRUCTION OR' EXCAVATI-ONj 1! . I E tIFY
7y �
(jT]LIMES,. PRIOR 3 tHE CONTRACTOR SHALL :: I E R1 .
I.. .. ... ..
I
";
I . . ' .
p � p 0.
RA.OrUAL 018161 G . ION"
' WHICH WIL . u A T `
.L $-., E R: VE .AS THE.,o: BASIS OF' ALL CONT ... 1. . ..... . . .
GRADING ESTIMIATE - .1. ... . ..
. . .
. . �
.. . � .. . DERGROUN .. . 7TIES, -
THE EY.,IS:T11E-"NCE ANL) LOCATION.— �OP,. OR THE NON -..E.-:X POIS TENCE OF, U N -D UT'ILI
'
'
�
-
i r I
BETWEEN - N RACTOR ,AND OWNER,. OWNEIR rO N TIFY ENGINEER OF THE. OUTCOME
... ... I HE 00 T - ... � .. . 0 _. .
lt
; u I
. .. ... .. . . j . I
BEFORE FINAL RtE;L��ASe OF WATER METERS, PRi.:. ATE FIRE LINES -MUST BE TEM � y S
. PORARP HUT
I ....... ..1. .....'EL,
.
*
. . . `1 �
. , ii - .i
. - 5-2 7
. - .
'THE. CONTRAC TOR SHALIL BE RESPOINS[BLE FOR NOTIFYING I MISS UTUTY"' 01� 8 0 0 -:55 rol, 1.10 0 1)
_ .. . . .. �
.
1:
�
.
' - * * T ' " Its I
.8
-TO:� .
0-� 00. TRAC; I __
; N 0 * ESTIMATE.
. .1 . .
. .
-_ OVE DOMEST* CONN.ECTIONS HAVE BE I
.,F: TO PH . .. N PROPERLY MADE...
OF .
. 1. ...... .
io.
.
� . - I..... '
�rHE Co'NITRACTOR SHALL NIA K E.- EXP I OR � TOW MAVATION - r_
m
. . :_ , E lw�IES
'i ., 'r .. K . :S AND i..QCATE. EXISTING U flLf
.... . . .. . . ... 1. . .A .. . .. .... .... . - .. .. 1. . - �
- . . .. - . I - I _. ..
11
I 31,
]`H E. CONTRACTOR SHIA L L 6 E RESPONSIBLE FOR :0 ITIONAL. F11 L. MATER�IIAL
.
. . . . . BTAINING - ANY ADDI 1.
. . . ........ ... . . . .
'-E IN * -
. . .
GRAPHY -
�� , , S T P-E,"RN ,��, . 0
..
U F F I C, I E-N T L .. D -r,-) F CON A:0rjTt01N TO F I IS
IV,, N
_. . .V, . .. . .. 1. � I ..I. I T -0 - L A N -3 IF NLOOLS-SARYi.
3 _ Y A H r" A I RE' . - TO P. . . .-
1 .
1%4 .STRUCTiON A D 8 H AL L BE RESPQNSIS� E
I L.
00:u:RSE OF. GON
TH ' . .
-,1A r MAY BE, NE� E.SSARY IN T H
() �
i 6- .
K . - �
��HE EXISTE CE At, Q./QR I DCATION Q' UTILITI IES t;LHOWN ON THE&E. P. L.A NIS. MIA Y BE ONL Y
. N __
4 L A I :
... - . . - .. 0
, , - , , , , . ___ ..... _ - ". ' 4E
- ' *
. - -
. I '_ ' SITE - "
MATIER'A . . .15
FO R THE DISPOSAL OF ANY EXCE L Fl. �i ."�. AN Y S -, �H EART
-SS - I - RO M THE 1 WC , 'H4A0VIi.NG
.
'
I.,
. . . . I
BOUNDARY $URVEY PERFORMED BY'VI:OKU CARSONi. TOPOGRAPHIC; SURVEY PROVIDED BY
"
I �, T PR
A � PP R OX I M_ A TE-1. Y COPIR 0-T AND THE CONTRAC`tOH IS REQUIRED TO AIK ..ECAUTIONARY'
. * ''' .. . I . .
_711' *
1��
I
. A .
. ' -ROVAL 05' TH� OWNER AND i.E. GINEER.
. .. .. . � .
ACTIVITY IS SUBJECT TO THE. APP .... . . .
. " . '
P r . .
E CARS ' Oi * Y � At ' TOPOGRAPWO INF01- M 110N PROVIDED By
MCK_� O.N. ADDITIONAL S UNDA.P. RMA*Tf *
it,41EASURES lio PROTECT THE U T I ; ; A
� I I IT I Ez'S3, � S H7 0'Ool N HEREON A ND ANY OTHER E XISTAI N G U-TtLITIES
. .. . .. ... i
� I 11 A� S �, a
. 11 I P3
' - . : I A_ n - � T P-4
NOT 015' H.E,111__1i0RD OR NOT 'S2-- .H, 0, WIN 0 N "I"HESE P1 - N T' E 0- 0 N"T'R A 0'r 0 R.' SH A." L - BEE.-
. . .. . - � . .. L; i f... '.4 -
)
! '
,3 2; i
. . .
.
. - 11r. . � - -
� I �
' , " . I
' -171 - 'V �F E I . *,
. -:1 L't Z, A,, T .1 ON MA'r LINED -9 1-0 H MAY BE; RI:QUIRED ,.V :.---N .N THE*.
PAVED, RtP;-,RA.P 0 R! S �IAB I . . - -.1 I. a- . .. .. .1. . .
0. . . .. . .
.41) . ... . . . �.
.. ... "
-
- WF a A kq .4 .. .",...."ENTER4
. . . . ... . 1. . � . .
8, A U OR E Y F `FMAN FROM .�. ["E. PLAN FOR RIVER HEIG. HTS RETAIL ,"'
� I ,.
RE-SPONSIBLE FOR REP-A4R[N'GA, AT H1111 S EXPENS-E . i .1
. I I . _w ANY EXISTING UTILVT ES DAMAGED DURING-
- . �.. . . . . , - 1.
. , -
�
�
. � - i . �
...... . .. .. . .. F ENGINEERING., OR THE DIRECTORS
OPINION OF' THE AL.8EMARLE COUNTY D�RE`OTOR 0 o . . .. .� ....
'TO . . I
. 2,
SURVEY DA'g UN11 USGS . .
.: T
. � 4 4 9 Ly
0 0 N. �S TR U C T �q 0- N � I FP-:' A UTtIL111 VY 19 S: DAMAGE D E) URI t G CONSTRUCT�ON, STOP WORK IMMEDIATI,E......
'.
�
I I . ..... . . .
DESIGNE.Ev 1. T I S DEEMED NECESSARY STABILIZE A DRAINAGE CHANNELti.
. � , - " .....
. . . I
.
.
.AND NOTIFY T H E rE N no. � NE E R�
.
I , .
1 33.
. . - J
. -
I '_ OL. S: 1 G N S-1 S.- � I ALL CONFORM W ['1_1 H THE VIRGIWA M.AkN U A L F O�R 0 N f FOR 61
ALL T AFFIO CONTR..
R...
-
I
.,
3-
I- . q '
BENCHMARK,� TOP 901 T'OF FIPE HYDRANT ASSEMBLY O'S'Al CORNEq OF tNTERSEC'TION' OF: 03i 29
... .... .. � ... . . . ' . .
I
IL
.. . .
I
CONTRACrOR AGREES THAT 1HE SHALL ASSUIty.fF SOLE AND 0: 0',�IYIP LFF - - F; - - R E: PONSIBILTY FOR -
E
11 .....
.. _... . ..
' - . .H . . . - . . .. . . .
TRAFF1 CONTROL, : -Esi
0 DE'vio.. .
AND HILTON HEIGHT'S' 4 --'LE�-ATION -. 421,24', DE;"r-RMINED BY 8; AUBREY HUFp--M.AN. PER
.... ..... . t .. .
.... .. I - . I OADiz E �f �1 .-.' . �
'D - ' . .
. ... ,. 1. . _31 . _.. _1 .
-
T ' ' .
JOB SITE' CONDITIONS DURING FHE COURSE. OF 0. 0 N. S- TR U: G T! 0 N 0 F t H'IS.-- � R .0 i E C T,
' * . - - . _. I . . . .. ... .
. . . . ... . .. . .
. . .
�
o . F.11
. �.� R. ET A 1 L CENTEpo APPROVED JAN. 2.7� 19,89.
_S..p_89__ .3.8 .1"RVVER 1HL]G.HTS-- .. 1�
... ,. A. .. . I
. . I
.4
1. __ � .... . . : .1 -�� I
: �
fNCLUMING SAPETY OF ALL PERSONS -AND PROPER I T THIS REQUIREMEN3 SHAL.I. APPLY
. ': .. .... . �, . ... .0_.. . 7 I.... . - � . . �.. . �... .
' 34.
� .
, -
. .
UNLESS OTHEERWISE 11NOTE-D ALL CONCRETE PJPE SHA�L BE REINFOCED, .. . i
. .. .. - . . . I � - _. 00NORETE PIPE1� CLASS III,
. . . . .
. . . .
_ _ i.
,y'QNTIiNU USLY AND �,JQT BE LWITED T.... WORKING HOURSi ANt ) THA.:T T"HE
` fo NORMAL.
I I .
.
...Q .. .., . .........- I .. �. . . . � d* .1. .
� . �". v%t I I -
. _ .. _ .1 I I G -`.,
CONTRACTOR S-iHMI D E REN RD, IND.E.M.rNIFY AND HOLD `q�;'H WNER AND THE` JN ,IN.E R
. . _. ... . � - .. ... ... I.. .. . . 2. W. 01. . ... - L.
' *
�' '
I 1.
� i �3 6 i.
. I
--..XC I * 'OR _. GR PIPE 1.N.S.TALLATiON NiUST 00M.PLY WITH OSHA STANDARDS
' 1.
ALL E .�AVATI'ON F . UNDER RO: NID .. . _. .
' . .
.
. � - .-
' .. 1. 1^# �..
1 c laneous -
S"te S S el
.*
I . TION W] rH T H EE
HARMLEISS FROM ANY AND ALL UA.81LITY, REAL. AND ALLEGED, �N C, ON N EC ..
..... .. ... ... .... . ...- ..... ..
I I
0,
Fo . ..
CONSTRUCTION INDUSTRY 129 CFR PART 192.W,
. I
vecincs/Nh .
PERFORNtAkAJOE OF WORK ON TH IS PP0J;E-:0T, EX0. R P T � N 0 'FOR. LIABILITY ARISING F 0 ..
'' = '"''' ' A M
I ,
I . . . . .
...1.1- -�-=--�-It.,=r�::-.�-.-.mr.,�z,��l":,,:----�-11%;�.�.��-�",!;:�;;,,--��4�--��.� -_ - .
-,...�.-�,�--�,�.,-,�.,.:r��..-z,.�.rx;�;,--:.,.-m�.7
.........'.- ���--=�'��'-�--�4�.;:,;��i-=,:%--��;-�,��.:;�.;�:,;.,Z.-T.��.:�.:-:,.-r.14-I.:�..�..��l.:.r.��;:�!4.:=:-�����-.��..:-..-� . ... .. -..-.-.-:,t,l�..-.:.�.....-,�.�l-in��� ... tt:.-
.
* . .-
�EIT H Li` IS 01- E., NEGLIG.5NCIE OF THE QVVINIER OR THIP EN G, I P ..* E
.. . . . .. . . . . � 4F _R`�
. ... .
I
. �
. .
-1i
: ; .
LAND USE4 AU110 CAR DEA1iER1.z'*,3HfP
' :1 -
. . . _. .
I SITE
CONSTRUOTION .
.. . ... .- .
12�
d I I
� .. t 1
RELOCA.-[ON Or ANY E-XISTING -UTI1ffTl,.``S SHALL BE. AIT 'THE OWNE-,'RIS EXPENSE' AND
.... 1. '
_1 -.1-1. . * *
:WORK:.
� , I
1�
1,
;
11 ii: :?:.UP-0N
. .. .
i .
. I I ' ' � I
-D .';.P R
COMPLETION OF F71NE GRADING AN' P*HE ARATION OP. THE PAYEMENT SUBGRADE,, -G��R
2i
. - . .
. �
THIS SiTE: IS NOT LOCATED " ' ' I � A R
RESERVOIR WATERSH..
.1. . I VITHIIN . IED,
� .
� .
0 W1 . . 'TO T H E
[THI --H - - - AS .1 .
COMPLETE . THI E StTE; THE DEV L 0 P EIR. S. ��IALL BE NOTIFiED
.
I ,
......-I. ... . . . .. "RADE . SOU IF A SUBGRADE SGII
70 F
TESTS SHALL. SE PERF; RMED ON THE SUBG L SUPPORT VALU...:
. .
I � t"TA ,T* 0IF- CONSTRUOTI.ON. ADEQUATE AS
. , �� � .1 - :0
R E L 0 0, A TI 0: 'IN �'33 REE � ri UIRE D. :PRIOR TO THE I . p ... - . _ 83WLT
, �
' ' * JR.
� .. .. - .. .
I o ' PAVEMENT GESIGN SH L BE MADE BY THE
OF. io OR GREATER IS NOT OBTAINABLE, A �R E. V I$ �--. 0 ALL i
1
THIS SITE !�S NOT ADIjACENT TO ANY WATER00019SES, CLOSEST WATERCOURSE 1S THE RWANNA
1 . I . .. - .. ... .
.. . .
.
RECORDS OF AD,�.USTMENTS WiLL 8E MA44TAIN.OEQ BY THE 0'0 N "r q A C TO
.
-
I . . �
. . . . . .
ENGINEER, I
I
- -- .
AhIER APPROXIiMATELY 700� FPO;M. FRONT NOPTHWEST CORNER,
_,�
1:10j.
.
r
n -
BEFORE 13U,RNING, 8: L", - A - IQ" T 1 N G i OR TRAANSPORT.ATION 01 .ST10jRA.f,3E OF, EXPLOSIVE,S", THE
.1 .. I . . �i I .. .
_
1- - * *
I
2,.
� .. - : � j ?* hl.-
ALL OuN ' '13.L MATEIRI-AL BE 'ROM THE CONSTRUCTION LIMITS OF PAVED
W
S "ITA... -
'
4�
. � .
..
:NO ;PART -OF tTfHIS SITE L.JES 00ETHiN A DE-StONAT.E."D 400�YEAR FLOOD' PIL;Aftt
. . . . _... ....... . . ..
.
:� , 0) R SHIA� -E .
.
C 0 if J t R. A 03: 1 _Ji_ __ RED P E RNI. f T &
11.. �. � . . ,.L OBTAIN. Al L Rl.-..(_�IJ4
...
.. . I—. . I I . _. .
I .
.11 ,i ,E .8HAILL .R.E.-iMOVED
... . . .. ... . . � . .. ....
' 1. . ., .
AREAS.
�
154�
NO SEPTIC SETBACK LIMITS AFFECIF THIS S[TE. . .
: 14 i
.
4 �
. . CK
UNLESS OTHERWISE -SPEGIFIi.E-D, .'-.HALL 13 E R E S P 0 N S18 L E. OR ALL, RO .
�. . ".. - z CONTRACTOR S L
... . . . . .... . 1 c_;�� . . . . . 1.
I. .
_WIPPINGI,
�.
..
'13
- I :
. I i
I I I .
C DEBRIS SHALL BE CO 1N, I THE VRGN.A TTER
-0 iNTA 'FRIZED IN AC-001RDANCE WITH � i I Ll E
. ' . .
I .- . . .4 . . .
� . �
BtASTING,, �-.�XOA:VATION: TRANSPORT.ATION PLACEMENT, C-OMPA.0110ti4j
- * . . , � . .. r ...4 ... .
_�
INSTRUCTION � .
*- - .
:ER ' '-'C-EPTAQ-L SHALL BE PROVIDED AT TH
CONTROL ACT, NO LESS THAN ONE LITT 9. RE,
6I.
�
81-11NIATED �.
E � TRAFFIC GENERATION: NOT APPLICABLE .
,. .
... . ...1. . . . .
EXPLORATION AND; Dj'$PQSAL.,
.�
. .... . . .. _ _ . .. _1E
. .
� S. U. �
CON TRUCTION SITE�
I t
- �11.
'BE
7,
. �
PUB 0. .ATED ON -SITE,,
LIC SPACE WILL NOT DED a
� . . _ . . I 1. . I -
16,
ALL UNSUITABLE MATERIAL SHALL BE REMIOVED FROM THE CONSTRUCTION LINItTS OF .
i . .. ..
4-
'.
.
-SS AND EGRESS IN ALL DRAJINAGE STRUCTURES SHAL BE. IN A00,0RDANCE
STEPS FOR tNGIR.F L i.
I
' 1. .
I I
PATV.0-1ENT, BUILDINGS AND WALL AREAS.".
.. . . - I ... .
I . ' I ` �:PRES
. '
E IL ' RAIIINAGE INLETS SHALL HAVE A 2-fNGH LOOAL DIE—
. .
WITH VDOT 3"ANDARD .S;T-I:, AL D SIONi
.
8i
. I
t COESSIBLE .AtQ WILL HAVE AN AUTOMATIC SPRINKL63 SY-ST . AS A
ALL BUILDINGS ;W�LL BE ADA A E M
� .. . I �..
. �
. . .
.
I 1! ... � .. ... ...''.. .. I. . . �. _ . . . . _ -
- FIRE SUPPRESSION,
MEANS OF .. . . ...
1 �
.. I
1.6
.
THE CONTRACTOR SHALL ADEQUATELY PROTECT SQUIiPMENT.j MATERIALS., AND COMPLETeD
:. '*
" *NF-.'R
.-
5
. .
A LL CURB 1NILETS SHALL HA VE. A 2-71NCH. LOCAL DEPRESSION AT THIER THROAT' TO PROMOTE
� _'TH
i . :IS .,OT R � . -
: � . 0 . S.
WORK FROM THEF' AND VANDALISM, THE I.N. N cE PONISIBILE FOR THE LOSS Or
'
__f
.- . . _....... .. . .. .
. .
POSITIVE DRAINAGE TO THE INLET,'. ALL YARD INLET RIM ELE:VAMNS SHQ�WN ARE. APPROXIMATE,
-
. 9�
.1�
_N !A. LOC%ATION WITHIN EACH 9 11 D11 G
MAIL WILL BE DEUNERED TO A Q, E U . N: ,.
. .. � k ..... ... - � ..
-
ANY hIATERJAL .S.I.TORED AT THE Sol TE, . . �
I ,
' . . . . . ...., - . . ..
.... A IIN �..i
. 'NAL R. .ID G-1 AT THE� TIME OF FINAL
FINAL ELEVATIONS SHOULD 8E. DETERMINED AFTER. F� - G .. �. i
- -
'
- -
- I . .. . -
ACCEPTANCE OF THE PRO:,.fECT� .
' '" ' " '
10i:
L 0 - . . ... _ .E C,
OUT00-0 R. DISPLAY VfHt.01 ES AN STRUCTURED PARKING, ARR PE...RMITTED. FOR TIHIS S[TE AS PER
.
17,
. � 11 Z� . .
ANY DAMAGE TO EXISTING RH - - 110AL FEATURES Ow. .. � . . I. . ... .. .... _ H
- . � . � . I YS I . .. � ... ALKS, LfGH T""', TRE-E.Sji IS fRUBS, ETC,.)
.. ' I .
. . .. . . . .
-, . ....... *
ALE COUNTY SP40' .0 (BO& ..4/ 1 .0
-- _. ' S.F-r- 2 0 02,4 46, AN'D -2�65 -1.6/i,3),
ALBEMA ... . .. . 0
. . . .. . 1. .
.
� I 'PAIRS OR REPLACEMENT SHALL
SHALL BE TA RES-PONSIBILITY 0 ." CONTRACTOR, RE
.
. __ . ...... . . . ..... I _. F T HE .. � . . .. . . .. . .. I
-
6i
% ... -
I - I
STORM DRAIN PIPE LENGTHS SHOWN O'N PLA S
9 ,N - ARE !t, '_'_' 8 I
M.F.Aj URED TO THE CENTER OF THE
.
8E MADC AS NECESSARY AT NO COST TO TW� OWNER.
... . I .. . ..
I
.......,
. . '' '' -
. ` I
I -'S, P F* 'E STANDARD VDOT END S E. 0 T 1 O.N.S.
p . `R T S [NIGLUD
0 4NEO-TING STORM DRAt,N STRUC r -Ir"E. LfNa .H .
-ON 'TU
,
..,
11
... .
ALL SURFACE PARKWG SP.A.-CES SHAU BE 9' X 20' (NAIINI. ALL UNDERG .
� . .. I . .. - � 'ROUND/PARKtNG. DECK
..
. . .
WHERE; APPLIC.ABLE., - �
PARKNO SHALL SE 10" X. 2 � MN) E".XC. -I-N.G DiSPLAY ARE .','.. -S I HE .
, 0 -LUD -N �AS E UP-PIL.Ei'M NTAL/S-URPLUS SURP.ACE
.... .- ..._. - .. - _1 ....
. . .. . . . - - . . . ,
i6mi
�
I I � . �
ALL TURF AREAS. THAT ARE IMPA.'.-T D OR DISTURBED BY OON7:11ACTOR VEHICLES,
- , ' 0 E-1 - ., . . .. I .
.1
I : .
.: ARKING PROVIDED QN-SITE SHA L BE USED ALSO FOR V HICLES OADING AND DEUVER(ES,
* ;
�p , 1. L -V E I I L .1
I . .. ..... . .
.- IRED,.. REGAFADED., AN0 RESEEDED i MM E D -jA T E L Y!
�4 7
EQUW ENT OR ACTIVITY .SHALL .b E,7.. 0i i P A I . "
7,.
. ... . .. ...
. � ;
SH _N AT TH - . 7
-TOR RAIN TOP ELEVXT�IONS 1OWN ON PLANS ARE T 0 KIF I E GE N T:E'- R 0 F THE� INLET BCjX.,.
S M D - - �40._ .1 .... I
. .
I -
, , ' *
'' '
. ., .. .... . �
. ... .1 .... I-- . . . . 1 .... . .. . I .. .. .
-
1
.2,EACH
. ; : � . F
OUTDOOR LUMINAIiRE EQQPPED WITH A LAMP V.�H.1'0-.H -NITS 3000 OR MORE MAXIMUM LUMENS
. .. * . .. .1 I .. I
19i:.
..
�.. , -
AL.L. SLOPE . . . I
4- ... � I.. .. MULOH
... . ..8 AND DISTURBED AREAS ARE TO BE F5RTILIZo0, 8, EOeD, AND
I ...: . . __ . C - E
.. _ � � . .IED�
-
$I
I
- 5ED, ALL ROOF DR,At.N .. ........ ...
UNLESS OTHERWISE NOT'" S SHALL BE TiED INTO THE PROPOSED GREY -WATER
.
I I F �
� . I
SHALL BE A FULL OUTOFF LUMINAIRE' AND HALL BE ARRANGED OR SHIELDED TO RE; LECT UGHT
wS ... 1
. '
I - ICTS:
I . 1! �F. I
S I BLE. LES'S 5'LOPES OP 4-1
MAXIMUM ALLOWABLE PlU OR CUT SLOPE. I S 2 A � WHERE POS I i
1�
.. . . . . .
- * ' - - I ::, .. I
� . ..... ., . ,�.�. . ER
_' "'ACT
I
_... �
.. . . ... . 1. .
.
1 '
� I ' ANS FOR [XiTAILS.
RECYCLING SYSTEM. (SEE ARCHITECTURAL PL
I � 1AL � IS : �
�
AIN.A'Y FROM AD40[NING RES31-DENT'i D AND A`N.AY FROM ADJACENT : OADS,,
. I ... . I .. � .. . . P1 . ... . ;R
I.. ..
E T E. ARE ITO ai ACHIE D CON . ; I
t .. VE ., , T R . () .. IS RL,S-RONS.
i � 318LE FOR fZ`Z,TA81J8H11N,G
. . 1_... ... 1. - �.. I. . ... ... . . .. .. ..... . . F . .
.. . I . . �
- 1 . . . -)
.
S-TAWLIZED GRASS STANDS ON .A L L SLOPE:1`,
� . .. 1. I .. ..Q�.
...
9,;
'
ALL PAVE.MENT MARKINGS TO 8 f= * . -1.)� ALL PAVEMENT MARKING �
IE RERECT-0 -ZE -S SHALL MCET THE
113,
I
THE SPILLOVER 0 F LIGH TING �,HbM OUTDOOR LUMINAIRES ( . PUBLf-C ROADS :AND PROPERTY IN
.. ... I .. .. . p .. 3NTO ..... . . If— . 1. - .
'XCEE0
.
"
.
- .. . .0 I ...
I ....." .
. -
AND'SHALL BE 1N A0(7,1 - .. D S.- - L AT , S
'ORDANCE WITH MUTOD� STANDAR... . .E.. � T
- ' I
LATEST VIDOT SPECIFICATI N fl
. I..
, E*- _.' ... 'UNAL ARE -AS ZONING DISTRICTS 6 ALL NOT E ... .
. , IiDE I ,;3 H .... .. I -.1.... � ... I . ... .
RtT$ '' NITIAL OR IR ONr'-HALF 0/2) FOOT CANDLE,
20�i
I .
THE- CONTRACTOR'S WORK SCHEDULE SHALL BE 00011RDINATED WITH THE OWNER AND T'HE
. ..
...
. 1. .. I I ..01 .S ... . . .. .. . ...
ED-11 I TIONJ ... ... . A __
. �
. 8UfL,DI:NG CONTRACTOR,
14,.
.
ALONG WiTH THIS, PRELIMINARY PLAN, WAWERS AND. VAWANICES ARE REOUESTED FOR CR�TICAL
- *.
' IG
10,
-
I . '
TRAF:PIO'CONTROL OR OTHER REGULATORY SIGN,S' OR RARIQAD��S .S.-HALL. BE It4.STALLED BY TH, E
,
S-L .- " J ..
OPES DISTURBANCE
. 2t.
PARKIN - F0 N RALI SE. Q-0.01,01NATED THROUGH E. OWNER�.
i .R THIE.00: TRACTOWS VEHIGLES 8`4 A_ R k H T H,
.. .. .11. . . . . . .. .
' ' ... - ' - - - -
' '
.
..
. ... . . .. . ...- . . 11. .1 _.... 1. . . .
DEVELOPE-4i .E EER11*3 OR HIS DESI.Q.NEE, THEY
' W HEN, IN. THE OPINION aF THE D'i R: 0 T 0 R OP' 8
.
I W NO, IS NOT RESPONSIBLE FOR THE LOSS
. . OF ANY fyi "'ERIA1. STORED AT THE SITE�.
THE O' 1. � i. " RE.: .
IA . I
-I. ._1 , . . . .� - � . I
.
. I—, I ._NGIN.
I '' '"" . - ..
I ' N
�
RE DEEMED NECESSARY IN ORDER TO 'PROVIDE SAFE AND CONVENIENT ACCESS— ALL. 'S 1 0 NIS 0. R
16,
..
P
SE 1 CONSTRUCTION TO START WITHIN ,24 MONTHS OF AR ROVAL OF PHASE 1. FR AL SI.TE PLAN,
PHA ... . .... .. � . . -.4
.. . . 1. _... . .. .. - �. .1
'OVAL -,
t4 r3' Or EMPLOYE'E:' V 0,mm �ttt
P Alk K 11=_. WILL BE Ab-1 QDA'TED Al- THE
11 - . �. . . EHICLES . 0� . .-
. 8 I; ..
. TE
�
F. n .11. I .
.
OTHER REGULATORY DEV�CES SHALL CONFORM WITH, THE. VIIRGINIA MANUAL FOR. UNIFORM
...'..... . ' I E SUBMITTED WTHIN 5 YEAHS 0 . I T :
S .- 1.1 - PLAI . .F RHA - E I S I E ,
PHA.,-'-E-_ fl. N 1 B . .. . .... . .. .. .
0
- S! TE .F APPR S PLAN
. -
.. . _ I E. . . To ... 1. .
-
I -
TRAFF1C GONtROL -DEVtCES, LA.T'-E*.*S"T'-E,.-DIITI.O-�.Ni.
I � ... .
16,PHASS
�
. � i-_ -. p _ . . . . .. .
t .11, TO ASE I, WKL INCLUDE' 2:5 PARKING SPACES TO BE PROVIDED A$
, ,
.
PART. 0�� PHASE I timPROVEMENTS,
' ' i
,
I" i e rfU, I * it v
I
�"c al P . r t cOnCtIn.0n,S (APPROVED ON APRIL 16, 2003)
- -��---- �____ -
_:tm��"� __'. - -- ..�. � t:��,,�,.�;�:;�-�-:�:,:,..,;-�lz.', - ... ....
1 ... I . �., � .. ��m_qmw=,;�t�� -7... . I 1.1--
..... ....... ....... ..... ..... . :____t;_�;�;.;;;�� _;_;�� ... ........ 1"... ...'..., _ ��_�
-FOR OUTDOOR DISPLAY VEHICLES ISP�4002491k
- . W
- . I � r 'I "'CORDANCE WITH THE. ATTACHED =PIES ON FlIE't,
. t THE SITE SHAU ". BE DE'VELOPED IN ' GENERIAL ACC ; . . .. ' '' . 1. � I
DAGGETT & Gg.�.GG PLANS, FOR BHOWN AUTO PARK, EN'T'ITLED ARS PACKAGE, DATED .
,I . -
JANUARY 15 "--003� SITE PLAN, DATED MARCH 20, 2003, .AND DISPLAY PARKING PL.,AN, D A'f ED
I. � .. 'L . . I... - . .. .. .. .. - ..I.. . .....
.
1;
MARCH 2201, 200'1�f
. .. 1. .
I
2i VEHICLES SHAUL. NOT SE ELEVATED ANY�NHERE ON SITE fTHROUGH THE USE OF RAOKS
. . I 1. . 0.9
OTHER LIFT DEVIC'ESh ... . ..
.. 4i . f
. .
.
'
i i .
. 1 VEHICLES SH.k�lr BE DISPLAYED ONLY IN AREAS INDICATFD FOR D�iSPLAY SHOWN ON THE
I .. .
1. ATTACHED DA ,.1,ET;T & ,GR.1`,'GG P'.. FOR BROWN AUTO PARK',,, ENIIITIED DIASPLAY PARKIiNG
' " .. .0:0 LANIS, F . . . 1. . . . . ,1 T1 . ..........
PLAN, DATED MARCH 20, 2003,
. .� .. - - - . V.
.
.
:
4., REDUCE THE. A�40UNT OF GROUND LEVEL VEHICLE 'DISPLAY TO THE 8ATJSr-,AcTQN OF THE
1.
.
.
,
..A410HITECTURAL REVIIEW BOARD, �
.. - x ..-
.
.
� -
6� PLANTING ISLANDS IN THE DISPLAY .AR . EA �A$T AND SOUTH OF THE PHASE 2 BUILDING SHAL.t.,
'
. ' .
t " 0 ING
85 INCREA.S.-EQ 1N SIZE TO AL.L.OW S'OR TRUE � LUST.E.P: .- OF TREES, CL'
.. . '' ' * I - I)STERS 'SHALL BE
I I .... *ERGREENS1 A�:D
COMPOSED OF A COMBINATION OF CON11FER,8 AND BROADILFAF EV .
.. � . .. . . . � .. I . J. i. I. 4
. .
;
6:i t N PHAs-,E in, P',ROV�.DE ALL L.At-40SCAPING EX(CEP"T F,QR iNTk,*8JQR. PLANTINGS ASS00fATED AF�Tfl
. .. . . . .. I .1 ".
. PHIA S E ,2 ii � . - . I
, .
I
11
. "A� .,
'
- .
I 'ING ISP20:02-6-5) . .
FOR STRUCTURE0 0AIlt-K. �... . .
11 � 11
I
.
'' I
I
.
11 - *
... . . THe
1'. THE SITE SHAI i BE DEVELOPED IN GENERAL ACCORD WfTH ' - ATTACHED fOOPIES ON FI�E.)
I .. -
I
- .
. . DAGGETT A; G (� .4jGG PLANS, FOR BROWN AUTO PARK, ENTITLED ARB P.ACKAGE, DATED
'
. jANUARY 15, 120034. AND SITE PLAN, DATED MARCH. 20., 2001.. . . .
. .
. I .�
'
�
I
1
Z� MATERbALS FOR THE PARKtNG: DECK AND FOR THE STRUCTURES OVER THE SERVICE EXIT
�
'
' ' .
LAN ',I". k �CH . .
IES HAL 4 T - 8 H OW .TE.RtALS, PAINT 0 AND RAIN CONCRETE j$ NOT
... 8 ., �. .. Rr,-) 0 M M, A .. E
. ..... .. . . .
!,
APPROPR1A7E.; 1�1�1'
�
-
1111�
,
I
, ,
�.
� t I
1 THE DESIGN Of;�;THE OUILOM $HALL BE REVISED SO THAT P�A.RKED VE"HICLIES W.I`LL NOT 8E.
'
..
I
ViSIBLE ON TK�'-ROOFTOPS OF THE STRUCTURES OVER THE SERVICE EXIT LANE$;
I . .. . 4
.
� . .
I
4, PROVIDE AN. [N,FORMAL PLANTING OF Mj.E.D, EVER.G- EFN TREES ALONG THE NORTH SWE OF
THE PHASE, I BUILDINGil . .
� . -
.
.
.
I
I
�
I
'
.
I
�
5, FUR1 H C�E THE IMPACT'S OF LIGHTING, INCLUDING THE POOF'ToP POIE LIGHTS AND
.1ER REDU. c, . -...-.- .... '' ... ... . ... . L
WALL MOUNTED LIGHTS ABOVE. THE SHOVROQM�
_ . ... .. . . i
1.
6i TVHE DESt ON OF THE PHASE 2 BUILDING SHALL BE COMPATIBLE WITH THE PHASE I BUfi_0'fN:G,,,
,
... . .� . . ' ' . .
AS DETERMINED'BY THE A!RB-;- AND .
� I
I
1
7, ADJUS'r THE PARKING SCHEDULE TO THE SATISF-ACTION OF THE ZO.NING ADMINISTRATOR, AS
' . ..
DESCRIBED IN A MEMORANDU;M., DATED MAROH 18, 2.003s . .
.
Site Data
. ....
4
TOTAL SITE A0E .. ii
. PA.03Z
..
.
�
I
11
c
'THAX MAP / PARC-6-11
.. ..
.
Z( ,�
ZONIN-01 ;
PROPC)SED ZONING,.
. ..
.
.
I
MA0STEA[ I � . .J. �
. . AL 043�TRICT,
;
.1
.
SETBACKS-1 I
.. . - I �
MAXIMUM BUkDING HE!G-H3::
.
.
NUMBER. OF EMPLOYEESi
. � � . ..
%-I I If 11 N "I-, I I "� If [L-L-L-,
.- .. .
IIIIIIIIIIIIIIIIIII�iii�,,iiiillllll�IIIIIIIIIIIIIII I.-Iiiiii�l��illi�ill���ll�illillillillillillilliilill�l�l�ill�I
6,161 AO
.... .
v " X_ d-
. - . .......
14`11�1
' MAP 455 /
. . .
TAX' � I-
PARCEL 68D4 AND
'TAX MAP 4 -5 /
-PARCEL. 68D6 '
.
.. .... � I -
. . . . .. .. 1. .. 4-
ENTA"ANICE CORRIDOR REG), HfGHWAY COMMERCIAL (HO)
I . - -
S-AME
.. -
RIO
AS PER, ALBEMARLE
. .
I
COUNTY 0100"
' . . E 1811,11
1
. RONT (ALIONG
F... ..
C
U_-S 1"
.1, � 29N
.
.
BUILDING
-30il.
PARKING
104
SIDE (HILTON HEIGHT, Si R 1;
.... .. . __ � . . . .... . . . I Dj,
BUtILDING
.F
30,
PARKfNG-
10.9
.
REAR (DOUBLE
TREE LANE-PRIVATiLE),
. . . ...
BUILDING
-NONE
. .
RARKIN(
: . .. .3
NONt - .
SIDE POUBLE. TREE HOTELf .
BUILDING
NONE
'
PARKfNG-
_ . �
NONE
49 il
82 SERVICE'. (MIAX.)
. E
PARKING,� . I SE14- CALCULATION BEL01"N
I
.1 . . .- . .. - . .. .
I
.
.. .
: . .
'
*
. N P " t.
R.F-.`0RE,ATt0NAL. AREA�-'-- TO BE Di_`T 'R1-M_4N1E*D IN r-44. L StTf P
. .1. �z I �F I
. ..... .4. 1. E. I LAN . Aoc-_6�1618
.
. . ...... ,
�.
I
...
.. .
I .
fPLAZA/P[CNIC AREA-30TH PHAS I--
. - ... I & 2f
.., '!
.
, .
.
OPEN SPACE,. 1.83 Ac. (29.7%)
1
.I n .
MAXIMUM DWELUN(I UNIITS--� NIA
.. -
I
GROSS IRESIDENTIAL 0EN.StTY-, N A
� . ..
.
,
.
FAR!
It .56 .
.
SQUARE FOOTAGE: USAGE.F
FIRS T' F-LOOH[l 464.300 SF .
'. � .
. . .
,
. SF .
I IE r .
MEZZANIN FLOOR, 15,103
PARKING DECK ZI "
- .. . � 154,926 SP .
. . . '. .
.
R-A R K 9._-,NgKz_,��I..., I . I
�= �..=,. .:-��=-,.�,,�l----�-:-.-.::�!�..!..�=:.-;�;:,:,!.�!:;;:.-.:.-"-�-= ;_�, tm-;'�;-_� . .
TOTAL.1 . 149 .. !
� . ... �253 _S.F �
. .
-9
IMPERVIOUS AREA:!
.1 4.33 Ac. (70.3%
1
1 . (EE:. :D .
ot . 1. 4 0
Parkmg Calcuiation
��____7_� ... v
.
BASE INFORMATION FROM SHEET 1 OF APPROVED SITE PLAN BY MCKEE/CARSON DATED 04/21/04.
MINOR AMENDMENT REVISIONS PREPARED BY CLARK GATHRIGHT, DAGGET7 & GRIGG ARCHITECTS.
- ____
DEPT. OF PLANNING
.
DEPT. OF ZONING
_
.
DEPT, OF ENGINEERING
HEALTH DEPT.
ALBEMARLE COUNTY SERVICE AUTHORITY
DEPT. OF INSPECTIONS
FIRE AND RESCUE DIVI'S)ION
. H op 1�
�,;� / �
,\ M
111�,
- 'o
v__A
I-
I I/
0 B. CLARK .GATHRIGHT �-H
u 1\1o. 036 - 1, 6 -41 ��_
slf,_;`�' 1/`�, I'll, - - .
,
�2 _4 �
5 il , " . .
vl� ..
>1 I o - ) \-.,- OS
ONAL
I
1. . . -5 .3 L�
CHA .E:71f Do, .
F 0 tk L 6 I 'rlF- rL4 t�
Tr�
o Ty,wj71-v_,'-17F-Z -- -
Revievied and Aipproved by 2he
Communlbj Development Departnia
Date*,, 0 Z Q o\j e.m x- 9- zcz_-�
I-
Ffl I " 1) - - Z005 - Qo
f-1- - -
014- .
- - 71 N_ - 1-1
no li
. i - 1, ire
i
.
,.
I
I
I\t*olj .
k..
�� 4��
.
1_�
e
.p rN
4�
4� �D �4
P� �-4
.e���_�
�,�
e
V)
0 �:) �T4
C/D P..�
imm� i__�
9 0
D 0
P�
4e-_� I pq
I
I . �_� �j
I �.� I
ZI
� I �T4 X
C*�
1 -e!� cl
�� �4
0 P--� j--�
.
�:)
p 0
P�
i__�
x
�4
��_�
��
x
4 j_�
��
� FT]
r____1
A!!� 44
X ��_e� C/')'
�_4 �_4
P, �4
i__�
�14 �-i
1--� i--�
�_�
C/�
P�
0
x
�_�
REVISION NO.: DATE:
PROJECT NO.: DAT . E:
0444 . 10-17-05
DRAWING NUMBER:
SHEET I OF 4
T � I
c
r:
F;
j
f
CUT BACK
GRADE
TC: 430.65
TC: 430.2
PREVIOUS CURB ALIGNMENT
TC: 429.9� ---�
'e
TC: 430. -' 30 CONC
R10'-- / FLUME
N E.'A 6x4,
TC: 430.5 R3'
1
� 4,30
CUT BACK
429.9
GRADE
a- C: 429.7
INV: 421.5
STORM MH A-2
HC RAMP
HC SIGN
VDOT CG-2
CURB, YP_
J� P
so
rn
I�
18'
PREVIOUS CURB
ALIGNMENT
VERIFY LOCATION OF EASEMENT
PER AS -BUILT LOCATION OF
WATERLINE PRIOR TO
RECORDATION OF EASEMENT
� ROOF DRAIN
TO CURB-,
HHLVIUUS UJffb ALIVNMLIV 1
1A Tn P�nAAini
7 t
TC: 427.17=- - --
TC: 425.5
N 9.58' 9' 9'
6 PRE-4CAST CONC
WHEEL STOP_. J'
R35'
_
i
PREVIOUS CURB ALIGNMENT/1 �R5
(-/
1 PHASEAl SITE PLAN
SCALE: lf f —101
432 -----_
PROPOSED FIXTURE COUNT
4 HOSE BIBBS
3 TOILETS (FLUSH VALVE)
1 URINAL
1 MOP SINK
3 LAVATORIES
1 KITCHEN SINK (BREAK RM)
2 WATER FOUNTAINS
COORDINATE ELECTRICAL SERVICE
ROUTE W/ DOMINION POWER 430
z
ROOF DRAIN C/�
TO CURBLd
f _ ROOF DRAIN TO CURB
Q
Q
U
`tip �0 CL
cfl
SEE SHEET C-1.0
FOR CONTINUATION
ITALICIZED TEXT INDICATES EXISTING CONDITIONS AND/OR ITEMS CURRENTLY UNDER CONTRACT.
INFORMATION PROVIDED FROM SHEET 1 OF APPROVED SITE PLAN BY MCKEE/CARSON DATED 04/21 /04.
TOP- 427.25
INV OUT:4 1 9.75
11 G-2
-PREVIOUS CURB
ALIGNMENT TO REMAIN
CD
RELOCATE FILTERRA BOX AS
REQUIRED TO AVOID CONFLICT
WITH BUILDING FOOTING
428 __-----
418
NEW MH-1 TOP
(b/
TOP: 417.67
INV IN: 409.67
INV OUT:409.57
c�
y�
ARCHITECTS PC
100 1OTH STREET, NE
CHARLOTTESV ILLE, VA
V O 1434/971-8848
EAX : 434/29 6-3040
REVISION NO.: DATE:
PROJECT NO.: DATE:
0444 10-17-05
DRAWING NUMBER:
SHEET 3 Oh 4
CUT BACK
GRADE
" V --
TC: 430.65
leloo
.,, PREVIOUS CURB ALIGNMENT --�_
TC: 429.9T-,,,
.y
TC: 430.5.,
} R 10'
------------ - _ ... - - _ - _--..............
�..F = NEW 64 _ -- ---)
FI LTERRA
TC: 430.5 R3' l�
430
i
NV: 421.5
CUT BACK
GRADE
STORM MH A----2
4°
J�
Co
PREVIOUS CURB
ALIGNMENT
--�` R3'
TC: 427.1
I z
ROOF DRAIN
� TO CURB
'PREVIOUS vRB ALIGNMLN I
TO REMAIN
PREVIOUS CURB ALIGNMENT--" `MD /
1� PHASE II SITE PLAN
C-1. SCALE: 1" = 10'
COORDINATE ELECTRICAL SERVICE
ROUTE W/ DOMINION POWER
f-
w
nnnr- nnAIKI
Q
V)
a_
V)
SEE SHEET C-1.0
FOR CONTINUATION
ITALICIZED TEXT INDICATES EXISTING
CONDITIONS AND/OR ITEMS CURRENTLY
UNDER CONTRACT.
INFORMATION PROVIDED FROM SHEET
1 OF APPROVED SITE PLAN BY MCKEE/CARSON
DATED 04/21 /04.
HOSE BIBBS
TOILETS (FLUSH VALVE)
URINAL
MOP SINK
LAVATO RI ES
KITCHEN SINK (BREAK RI
430
-RELOCATE FILTERRA BOX AS
REQUIRED TO AVOID CONFLICT
WITH BUILDING FOOTING
428 i
i
TOP: 427.25
INV OUT:419.75
-
42_ 6 --'�-
—PREVIOUS CURB ALIGNMENT
'�- TO REMAIN
Q
c�
—� 424 /— METER (VERIFY)
TAP
6X4 TEE
-4" GV
— 6 " GV 422
- -^-"-!
J
c�
9. 98':�__WATER
F-- A I- r- A: A !- A I T
420
NEW MH-1 - TOP
TOP: 417.67 p�
INV IN: 409.67
INV OUT:409.57
ARCHITES PC
100 1 OTH STREET, N E
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/29 6-3040
REVISION NO.: DATE:
PROJECT NO.: DATE:
444 10-17-05
DRAWING NUMBER:
SHEET 3 OF 4
G 1.1
ARCHITECTS PC
100 10TH STREET, N E
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
REVISION NO.: DATE:
PROJECT NO.: DATE:
0444 10-17-05
DRAWING NUMBER:
SHEET 4 OF 4
L ISO
•
•
•
0.11
• I=
• 1k•♦Sa
•�',� ■■•s■*sss
�. ss us Lan
am■sssss ssssss
DAGGETT
& GRIGG
ARCHITECTS PC
William B. Daggett,Jr.
AIA, NCARB
James P.Grigg October 17, 2005
AlA Ara-,
Steve Tugwell
Department of Community Development
County of Albemarle
401 McIntire Road
Charlottesville,VA 22902
Re: SDP 2005-045 Brown Auto Park-Minor Site Plan Amendment
(WPO-2005-00054)
Please find attached copies of the revised site plan.
A. Final Site Plan comments:
1. All existing and proposed curb radii are now labeled.
2. The curb type is now labeled.
3. The grades are sloped to direct water away from the building.
4. No response required.
B. Stormwater Management comments:
5. The SWM plan, application and fee were submitted on June 28,
2005. On August 1, 2005, I requested deferral of the plan review. I
am not aware of any approval for the plan submitted on June 28th•
The plan was re-submitted with some minor revisions on Sept. 23,
2005 with a re-dated copy of the Application Form. Let me know if
an additional fee is required.
6. There is no biofilter on the current site plan.
7. The Filterra boxes are located upstream from curb inlets. Filterra 1
is upstream form inlet F-1.,Filterras 2 and 3 are upstream of G-2.
100 10th Street NE,Suite 200•Charlottesville,VA 22902•Voice-(434)971-8848•FAX—(434)296-3040
- t
See attached letter from Americast regarding this matter. Note that
the Filterra sizes, locations and drainage areas are revised from the
previous submittal.
8. The flume is widened to 30".
9. The effluent pipes from the Filterra boxes are sized to match the
discharge pipe. It should be noted that the effluent from the Filterra
boxes is highly filtered and is not subject to clogging by branches or
other storm-borne debris. The County's minimum required pipe size
does not apply to this type of application. It should be noted that the
currently approved site plan shows
Call me if you have any questions, 971-8848 ext. 224.
Respectfully submitted,
Clark Gathright
100 10th Street NE,Suite 200•Charlottesville,VA 22902•Voice-(434)971-8848•FAX—(434)296-3040
Brown Auto Park
Brown Subaru Site Plan—Minor Amendment
Stormwater Management & Water Protection Summary
October 17, 2005
The Subaru building will be located in an undeveloped portion of the Brown Auto Park.
The approved site plan for the Brown Auto Park provides water quality treatment for the
parking lots and travelways through the use of Filterra boxes. The proposed Subaru
facility will include some reconfiguration of curb around the new building, creating some
new drainage patterns. As a result,two new Filterra boxes are proposed to ensure that the
previously approved and installed Filterra boxes will not be overburdened by the revised
drainage patterns. The maximum allowable contributing drainage area for a 6x6 Filterra
is 0.25 acres. The revised drainage areas to the 6x6 Filterra boxes do not exceed this
amount. The maximum allowable contributing drainage area for a 4x6 Filterra is 0.17
acres. The drainage area to the 4x6 Filterra box does not exceed this amount. The
maximum allowable contributing drainage area for a 8x4 Filterra is 0.22 acres. The
drainage area to the 8x4 Filterra box does not exceed this amount.
The building roof runoff is directed to the curb along the west side of the building. The
roof drains are located at points that allow sufficient distance for the outfall to achieve
sheet flow prior to entering a Filterra box.
1" t
P''T 18 "15
COMti,..
M'' ,- f.1$.2 A
� 7 - , '-• ' 411111111.= x49,� ,4U4� � 91 ��I
• F$0 A J
449d
41
fI j " a 441:4xq ddE.'$7 LuN
I437; 3, ` r' 'LIM, 'TY ,.
, _
/' li f1� '. Al iP '. 'T-. k
f �1
,� • ! ;F �4 .! 437.•�� � A#A a ;S kits A�'1
Qg 1[{
�p �.✓ A� .4s?.96•
432.d5.. �74 �W a4f:?3 1 I.ik'
•2 .. 43729 �.p,,,,,..,_ a 'r�1 44"IN vy;
r4 � 42 S ' Ai A.4
- 4 4S4-t3 : �. .- T k �- -- �!C�.. .__ e M ` 4A17�S$ _._
_ AINA9E J4,3 t• 11 433$1 ' REFri,A E 9, 1' '�'" ""
° BENS Wt
494.4$ A 4r , 0 .. B" 1 1 s 1,03
/ RE�UC 7t} - 4314.3. 'l1 n q
If Ali . -4,,2,.• . , . r--- — • .. — --_—:17--:-.. , :
R"z 2 r 0 15k14;221S.F. "or d3>4 4 L
:19P19Sx *.,.� 4329 32.E et c ' MEM
I SE Ikec. "s.► r
'ilk
�y �y {y }�+�
%17 . i' D ' �., 9,317 S.F. ' DO ,tt ,. $TE WE'
4'N37 x ,,r:' •
. 43a34 4y;4; r , ` �# B' D` _ � ! ;4 \'( S '(?RP! SE
�l w� _�� !1 t 5 rya F t1
JF .s..;.+ ; i` 4'R7� -EP S 7�t I Y \�{ Fl
4"Jw�B 7,147 S F 3,780 S.F. 4 308 S.F.:- 1 F. • 1ffi A42 '. �:�'�*
LtS_ a�. . i4 o.sai (7MM •
iFiLTEfR iA iThkl h '^;1 o' - - • I F-
aAsa �.- Olio ,' � 0.� AC. 4,e-58- rc + r
r y'
f� ,.i- d430.9 ' 0.16 AC. , Iii . t
. 'syti. I
• r - " •
`— AI TO FlLTERRA. TO FlLTERRA 1 3 y,µ, i
.• / - / •.I r I �!lq ��',tJty srµ
Il _ t _ ,
s.
HASE
ir /' 1,5i -7 !. �A-1 �. 4�.di{ 41 .�G 4. ) , , ••0 t•
'k xf s
H
, . w`
cp,
1"*.erry.-4.-1-- 028 AC. (ROOF) / i . 1
' i j 44 1 t 11 it . (5 I 01 b
1 -- - .
4r14'' +4aa-4E -- r .. � err : t` �.4,: ,
i Ilk fiffl* �I .ram'
•
.._
426.3$ f +426.39, .426'54' ! , "`7 + d .23.r`� nd 49 $ r
11‘ 4 � 1 ♦ i 1Y� $1 g92 vv..:
A}�
s,
—m
r+t y '+A3. dl S-$E y a 2 i 3 i y •- 1 pAppr
f k * •y I . rS ,ry9a WATER{'l!'x r
.j/ !� i 9L 'y T�Z��� . i /—al- - N, sty , AP, !ORr +Yr'
T ' ' Lp...
7
s
4.'
.. �.- -.. .. .3.- c ,,k ...... is A u .: L'I7y-�1
1-i DRAINAGE AREAS
\- SCALE: 1" =40'
October 17, 2005
Clark Gathright
Daggett & Grigg Architects/Planners
1001 East Market St, Suite 200
Charlottesville, VA 22902
Dear Sirs:
Subject: SDP 2005-045 Brown Auto Phase II, Filterra®Units
Following receipt of a copy of a comment letter from Albemarle County, dated October
12, 2005, I have re-reviewed the revised planned layout and sizing of the Filterra® units
located adjacent to the new proposed building (email drawing file dated 10-14-05).
The four Filterra® structures were studied for;
• Planned Filterra®box size
• Filterra® contributing drainage area meeting project's regional sizing specification
• Spot elevations (TC) for Filterra® and bypass relief
• The bypass is lower than the Filterra® elevation(spot elevations)
• The grading pattern encourages cross linear flow and not head-on flow
• The Filterra® outlet drain pipe is sized correctly and exits perpendicular to the wall
The plan review concluded that the Filterra® structures listed above were sited and sized
appropriately to treat stormwater to our published specifications. It is common and quite
acceptable for Filterra® units to be bypass structures for other Filterra® units. It is also
common for relief (as opposed to a specific structure) to function as the bypass for a
Filterra®unit.
One other note about the comments is that I have seen a number of plans where the
Filterra® effluent pipe is run for a hundred feet or more as 4" or 6" PVC pipe. This may
be due to the fact that the stormwater effluent is filtered and all larger particle sizes
removed. More water volume cannot enter this effluent pipe since the media material is
the flow limiting factor of the system. When this rate is exceeded, excess flow results in a
surface bypass.
Please do not hesitate to contact me for any further information.
Yours sincerely
Edward Kay, Filterra® Operations Manager