HomeMy WebLinkAboutSDP200100100 Plan - Approved 2001-11-19z�'ROVIE-r'T INFQR�vf.�,%, . F 1C) N
I � PROJE',Cl N4ME� C�i,�RL�ITTFS'v'IL-LE,�'At-BEk�Ar,LE S.P.C�,`,.
SITE PLAN SERKMAR' DRIVE .--- i .1
2� (.'P`N�r OF LAND: ALBEMARLE S,P.C.A AND STI)ARD R� Wt,)Ot), JIR�
AND MAR,'DARET I'_ WOOD I
I �
P.0- BOX , 047 I
CHAR'L,07ESOLLE, VA Z2906 �
PHONE� &O�) 973-4000 i
-, �LPP� ', ,' P --' ENT �
,,, _� C AN 1: THE �XJBENIAM_E SOCIEIFY F'OR T� ' � R-vr ,ON I
Or ',"RUE". -TY 1-0 ANIMALS, INC. i
ATIN: DANIEL J, MEADOR, JR_ ATTITRNE'� �
4135,� PARK SITIEET �
C�I41RLOTTESv`,IJLE� VA 22902 1
PHONE: IBOA) 29,'5-12,10 �
- �
-A\
,: (304) 293-2�35 �
�
4. CONTCCT PERSON: KURT M, CILOECKNER, P'.E,, Pl,S, i
GLOFICKNEIR ENCINEERING' ,Sk SURVEYING, IND, I
I
� -1 I 1�1 �
1 1 I—
--L------- I I
. ------,-----q---T0P OF WALL ELEV,=540,C)
1c) i �, ,; '",
i �
�
�
1
IN
1
.04 0 12-
I i-�-,,F�
� 2 .---%'�-A , - --
�,, � J �
, Y��q
#��a OR �ii,i , I
I BRICK FACE TO
' _`
___ '
A,I, G A EGA "" E - �_�_,__,�) t L� M,)�CH BUILDING
' . �_,_
ION, C,R,L,DE __- , I� �`V � , j
--,,- I H
��,Sl� ,7-
� ,�
"
1 �4, k�
A-, -1 I _:=1#4 0 12"
�_n_,'� , � _ _.� -
Cll'.'�_-_B
. , -
-�� I'll
�
,� -
EXIS11N,G ��I?MBINATIOIN � 12' �
,
`6UND
15" R,C,P. TO CONMECT TO NEW
r �, CIL �
GR 1� IM. -D _.____________..___._�
, �_
-.1- I -1
,01-i
� D GUTTt
AN
� - -c " � SUriFACK C',C)IRSE I
� � , I � � ",L) I .....
�z�xIiSTINC
SANITARY
.1 _ .
i�" SIDEVIIALK I , 1 ' � �
I I - 9, �), 1,
L=90.59
�
� �
�, -, \ � � \ I I L___ \
5 I
I_1�0, GILRAY
- __ I- � _ I
-c---, � �
'__q_1 \ I � ,
I EIASENCN7
__I=Z� I � -'--- - I L' 4': 1'
1�1�L, 1� "I,
#'q AGCR �- I "I
,_�:�
�_�
C' aivi- 1-15-1
L_ m '_
, L ___:mTrm_'____7__11 -1 , I
A" OF 5' UD__4 _,�\ L_1,711'�'11* � , -1 I 1� - ""', ; , ,: , ��
I � �
11
- S "I'S
# z
�
I 1, � I v � I � 1,
� �,��
i I , -, V� "
il - , IN
�
121" " " I C
I W
,
"'CA" SUS -BASF
'?,q COVEREI.
, , 'Im � �
II � I " �%,,� A,,
�
t
0 ��,
= ,
_j I
�
F4 �
PRTME COAT
-1
_____ #11 JI 11_10MPACYED
"Il / E � � E, - " R A 5 t
2 iA: GBR=10
I'll
� _-_____,_,..
� G,F�)TEXT;LE
- - MIN�
- ,_ -
SEWER ,.-", - 1, ,�
D P A I N AG E. �
- - -----------,A '___ 0 -
___j
___EV' S"
'
'I A-
- " _
" ,�_�_,
\\ R _' " I
z RTTI 9 11 0 -NS
Ij
_� A '11E 6, 2100c, MN� 12, 2000
�
�
x . ,iuNT 12, ,','0N)
I
,
E-1 FEIWIJARY 19, 20W
�
_
, _, __
z APRIL I�A� 2001
" _
1j MA, 0� 2001
t , ,
� �, . �
Q T��`ICA� 5' CONCRETE SIPEX,'ALK �L=5_1_2 r�,�-.P�y�,�S.-�-��'ll,�-li�\"".i�z)-R ,n,10 30 20D1
D�: E .8
" � - rEM�� R ,
I WITH 2" MiN SFONE BASE( �PE 21-A) 1) THE SIrE. NOFIK CONTRACTOR IS RESPONS18�_�E FQF THE 11P , , ER C1, 290 �
, ,
� � _ � i
I ' S�rMAIREPI �P' 200 �
, � ,
\ CONSTRUCTION OF ALL U5UIIES TO AITH!N1 A 5 ��,)07 O�S`T,ANCE ,0F IHE �m,NN�.P, 8''25co
1 1 --
I , C �� , S "
i--------------.------.-----��--, , NAI,,N BUILDINO. HE WILL f"ROAlCt- THE APPIR,DPRIATE ���TfiNGS,'�',),14�qEC'T!",-')NS
, "
i cll \ SO AD TO A'LiOW THE CENERAL 'CON7RACTOR AN FASE ,,T,F ,UONNE�\CrKON __ L__________________j
i30'_O" � G 1, . - �
i ....________ -j , . " \ "I THE FINAL SURFACE LAYER OF ALI. rRp..,1cLYV,',."�S 0IC1 PARKING LOTS INLL
� 7 _4 - I ZDDP74,C�E SLU", -, I I I � 4 '�' \
/S"I 1s4 ',A '' , �, ,� ____1__,._-.-- �, �E DGN`E�WIEN ALL THE GENERAL CON'RACIrlOr's WORK is I'll AWLE -1 E, FAINT
CG -- 5 --� � 11 " " I I m�.Fci'l �� I I �, '. � �
, ,I". V 13LC',P�- I `Sc0NO, "L4M R "'" ��_ STIRD'iNG, ,")F ALL SURFACES WILL FOLLOW THIS �iN,\L SjRrACING' OPERAND,,,',
, , , I I I "I , - '-I,, BY THE SITE CONTRAC'"OR IN
I
il",�, I I " ,,��:: , , � 1� ": , i��7 3) ALI. FINAL GRADING ,MLL BE ACC()MPUSH�
I ,7', ,�, � ... � " ," � " .. ��� � , '11�_ I f '' .1 . 111'1�111�,,� ... ��;, - , 11 `A',�,'TCR.
I I - -1 I
I,, , , 11,4, - 7,T ," I I MI �'r ,�� , - -;-,_--,�r! , (OOPISRATION WITH Ti -,'E GENERAL- CONTk
... iQ, -- , , ,.
I ), - I -11 �Bj,-, rITI-11- , , , i ) 4) THE SITE, UCHTING Wil HE DONE P� �iHp- SITE WORK CONTRACTOR �N
� �i I I ,_ �
_z._U_ 11 ", - �� _..
ji L , �, I "I T
A 1. , .. � - U , ", I =�_��_L=X'. "'� ...I�� / COISPERATION MTH THE RFNER,%1,, CSNTRAC7�1R.
� \ -
11 T 11 I ! S03G'R,-',DIF=C9P MIN, 10 / 5� THE LANDSCAPING WILL BE THE RESPON�XIOL�_n' 0I FHE C�SNERAL CO,NTR'A�,TCIR,
� ,". .A,�', � , 21 A � (95% COMPAC7ION) /I
� 11
� 6X6 VIELDED MYE NIESH
22,46 VY ROAD. SUITS 5 �, -
��, WEEP H'DLE WIT', a"X4" �--< > , FABRIC
�-�� 1, -1 �-,
CHAR,LOTTES�ILLE, VIRGINIA 22.903 I PL� , ., , � �J, TYPICAL IAAI�KING LOT &
.- .1, ,
I ISTiC HARDINAPE � I 'E k
_Rj,j K
�
PHONF� (304) P`�-1,591 0, I c�Eofii 1/-�" MESH %�,_� I i-1 �:�J�,R_DRL�LE !L,EI�Q:LEMENTS ACCE'SS .ROAD __C�'_,F_-C_A �_'Mlj SECTION
k - - 7 BI ? _b,,�$ I 1-1 TYPICAL CROSS '
FAX: '804) 29,'I - I OR CLLVAPVZE:C S,rFEL �-� ,!a, ) , �, '! , -SEMON 11111 S, ESEE SITE PLAIN SHEETS
WORE, MIN� MIRE Dik �,, " � , I
A 0_'N
�
'
� C
" O'
S
_3 =E
� I'[
�
5� BOUNDARY LE,"�AL ,')�ACRIP`IOAI ,AND roPOGR�PHiC, IN�ORNIA�ION BY� � � �,,, I � �� 2 OF 5 AND :
R,`XJDA8'USH 3ALE & ASSOCIATES, INK, 0, 111'�, INCH, NUN,413DR Z. _�, - - I
11 _� \ I �� -
H , -_1
I I � , '%�, ST P RULL FF�ONTAGE IMPRO'VEMEN TO I i
qI-1 FICIN7CELL0 ROAC, CHARLOT'It"S�`ILLE, VA I 11,B'SH HARDWARE CL0111 � �_, , F -,---------"------,-----,-----"-
, P ,I � C." ". 0 I .
I
I , i� I ,
F�ELC, SUQ',,EY ALIG� 5, 1 995 i ANCHCrED FIRIIII.), _10 � I- 11 I '1� NLEE_ iAi THE PROPERI� LINE AN,) PAVE
� �-�, .
I OUT�ADE OF STRUCTURE", I I � -� 'P � I 1
'3�11' � �
"
'� D AU0, 30 ,,� ,�F'T, E, 1�96 _� I , _� - " ' DROP
OPI ,, `�� ,I �, , -, I I Ow- ,t , AWkIER � , E'VEL TEMPORARY 7APER TO EXISlYNG i � �
, � �,,� Z -� � l �, " " INLET PAINT STRIPE THIS TEMPORARY , I
,�� I I I
, A L", ! � � I TI.',� ','.D,O.T. SPECIFICATION& STA 22+13_31 LT 11
I _�I PET CFN4i'_TERY - 5,A9.S5 i 1� , I � � 2" PVC WEE�� HOLE , I 7APER i
I6 � EEN('�I,M�R�1, !NFC1RMATi,-ft SIX #S31 : PK NA4 I �, �, C T � r'_�', ," , 'L
I - IN PYiE TREE A ) - 51, - - I ,�,, � S I D E W A � � K " , �, I' POND�NG � �A WITH F LNE '
� -
IOlf Pi 5 � P�< N,AIL IN TEL, POLE OFF WOODBURN ,"041, 11',� 41 ., , -o" O).C. ", Z -- L
I , ,I-, �..o S, 1 "A 1 ,,q I I M
5'51,75 1 �, I'll z CDC 11I` PARCEL T,M. 45-�QFF IS, NOT
SM #516 : PK NAIL 1N WALNUT SOUTH OF HOUSE - 11 I I _�'.11 �� ,, _� w, 1 2"-.3" MULC',-4 CONNECTiON
' TIED 10 THE BERKMAR PLANS, �J,&�C�S, DA11 i If' POROUS BACKI 1,1�, f__ ! I ,'� I I - �,
THESE ARE I - JM) ��_, z", &I"D "I I - .___ r - SHREDDED H=125 11 �,
7 I A0001b,"."co.1t, '- -,--,-- ,,�_b_l i � -,, � f --I "��':_,! ��,___", � j HiARDWODD 1DE',sL0PED AATHN A REAS3NAPLE TIME TOP=1,,,,jZ.q7 11 I
'I�ST�,!�CT� RIC �, � �� 1PERIOD TV -IC PERMANENT STACKING AND " I
-� 1-� .- - � _- '
C - - - - L -, %XM , � � , 1. - INV=513,`Z� �',
s " , . --'l- 7 17 -.1 , OIL ... I I I I -- . _
M�,GlSrERIAL I. ,---- 7, 1� . ( - I J=_. n: � 11 I
, � I � 1 11 " , Z��,O � �, ,- ,�� , �IAPER LANE WILL BE CONSTRUOIED AT
� I -A , ,E17i72
, � .. m- I i
�_ �� -� f .", E t - N I �
� _- I � �� I _ z -
-
I � . .- 1; A �
3, � EGALI N;�OPMAT',O,N: TAY MAP 45, PARC,EL 8,' '�-� � 11� ,, - , .."I I I .11 - �- _. " ,�_ - ::� �
_. - � - � _, " ' ' !`: /
'
1. � I 'I
'
-7
--'
, - - _r
�11 � 7- 7 ,,
DEED BO'DK IA2,-, PAGE 6tO I STELL ,� "Ch- I 1 �ri I I -1 _T , - i � - - -, � I- - _ 1� � - - 2 1,12'- 3' 11- �
. �il I �� I , "' L � -:_ / I`114E EXPENSE OF NHE S.P,C,A, � CONCRETE , i
_,_� 1� I , OFF TH - A, 0' -__-_-��, - LTER I 1� :,-: .- 7., �� AO�, SAND �,
- , , , W Iz,, I - _� I
HEEL� 45 0 7" -- ---- ____.Z1-1 ., i I --"I , '- ___ - - _,�_..______ � � I CjjjjTj1Ei-1� "I
' -
DEED BOOK 1488, PACE 698 PLAT _____:�� _ _____.___._ -.1 -T.- .1 - I-,--- - _� � , FABRIC -� � 20�� LE lk� MULCH I I I _�, � � ,, � , � �
_L_ _ - - - ` �- - , , "I 1,
1�0, BOX 70i7 -- --- - --�---- - �- --- ---�--------- I . .. .... -- -I---- . ; 1 ------ -I-- -Z ____11__ -.1 �,,� - � _-i i 30% FOP SOI� 1 FOR FULL I- TAGE IMPROVEMENTS ' ' � A I
�
�, I [_� , f �. - - _- -, � � TEM"ORARY
I -- -I---- r 11'1� - I 1� .RON
CHIARLOTTESV,ILLE, "RGIN!A 229015 \ I I i ,,,, :11 . FIAVE_-� - ;PB�`0=7- � S.P.G,A. DEDICATE'S A 14 FP,)',' SIR;P I ,H� � I , `( b 15"
� � ,��'�� m I t, , � I ,-
* __ ____ 1,f2" TO 11" I g, � � .
,',-�--l-�.�.--.--.-.---�--�.-,-- � , i I'— PERFOZ%TC1'1) ----- - 17 ' � /_� AI,ONG BERKNA�,R EXT��NOED CONTAINI, 11 , I � � : ' , I
THIS P IS LOCATED ON THE AiFSF SID'" "I ,, � 1 i N , 4 r : " Cp @�,
I ,,, ,,,
RoPERTY " I 'VON�-PI-1 � , I �
CA� FERIO,iAR DRIVE, NORTH ,OF WOODBROOY DRIVE I �U4 @ 12' /11 Ir',, NO7E- i I P'V(11 WPIAPP�D GRAVEL / , ,�, 0,183 ACRFS TO PUBLIC US " R� T�, 1,� , 'i �,, I 11
'A -1 � , � � I ,
11 I 6 CURIE "I I 1�, ; ,
AND WOODBROOK ,'�OUR 'IR _______"4_____L.__
, j IN FILTER FA ,10, UNDER PIPE 1 -F____- ,
T, ACROSS FROM PLANE"t FIJN� " I I 1 ,�,,, \, `1 STE EL 1, 1, � , �� , I "�_11
,
� - , = � , , , ,� ; _ � :, ,
� il___L_ �-,-�----��--.-.��.-.�---.-��.-.-----' 'TOE:-# 5 @ S, " ...... 21 I'll 'S�o I- , 'A4, 4 5 ... 11 2F ! \ I I � I
9. Z,ONING: THE PROPERTY IS ZONED C --I � � , I I , I ,A�_
/x, ,., "I �� , `,CO2'', A I,, ' , /
,
"I � , I I" SRIARD R, WOCE), JR� \ 14, 1 , I" !
1.__i____,.__._, L_________,______ 11 �--FI1_________.___ I ' ' A, �,� NS6'0,4Yt8TW1 (� � ',-L �
10. NRAMUM BLIt'_DiNG SETBACKS FOR AREAS "VONED ,'-I: I I '� D.P. 'I4,54 P, 4-710 Pl_�5'11T ' -'EmpoR AR,�,- , I,/ ,
� �7 . (PROFILE SECTION) (TTPICAL SECTION) �, OR 4DING I I I
I I I=, I=
i - ' ,I F Ii 'T
�
3, ; I I �I i_-=1-rr_4TTF, /,�,' �/' ZONED R-6 11 I 1� V I i
O' FRONI, PUBUC R�GHTOF-WAYS 1. 11 � � I,f#
I I ------_
11
�
I
I
I
� I(",)' SI"AC,KING t-AdNE
I '_ 4ND �00* TAPER LANE
I'll, I ��FuTui:�E)
", ,
I
�, / D_2B
. ) 4
" / A",_F -'o
>r,- � 0 I - S I �). -, 8
I
I
�
I
�
I, M, 45 - � � 2
1 '
(STUARD R, WOOD, ,IR.
� D.S. 14,3, P� 36"'
- I 1, � I EAR _M� I 1i
50' FR � _� I �=_� I 1�___ "_ I I I IvAt, CA �q � Ix � /'/ � \1 I, I i I'
, ROIA 4DJACEN" RESIDEN",�AIL PROPERTIE,S I Q : , ',�, V, I " j, � J D,�S. 14S8 P, OAR PLAT
1. � � 11.' "FIEL I- - DETAIL // ____� � , I,� !I, I
I
1�� FZSENT USE� ANINIAL SHEL-ER I Lo � � I i I II.11 11, tl,7' ____ 704 ,��; , ,,, ZONED R-6
, , I 6�7 , ------' ` / i \ I , , � I
I , " , ,,, - - -, ,, , � �
I`4T�S. 4 Z�� PAD;NC; - . ! i , , , � , I�r I _� _ --- ____
/�,_ -_ -1" I I 11 I , I ,
PROF,' -,,ED USE: ON -FICE �, � I i -1 - �_ � �,� � EASEMENT '� I �,__ /� � � �44'-- 15' , ' i
I2, , )� � - iMAL SHELTER WITH NECESSARY OF S. i � i I SEE ADDITIONAU DErAILS 11 " 'I \ ..., " , \ , � I -- t- - - Rco (,k 94� "4
I � __ I ,
"', ,4, --- _,�_ I "I G IP � I 1 , ,
� _ I I /Z - ,� ",
----",, I � 1�1
1 31, THI`E SITE IS NICIT WITHIN -A DIRNKING WA7EFI RESERVOIR WATFRSHED. I I c,H�ET 3 OF �� ,� - , " I , ,I t
1. 11 � S 8��Ckl e- 1 I r -
L, , � I Mr. t --- --- � �p I i 47�; t /,R
i -----.,---- . ...... _____.____________- I-_-- I / _11 �, �, 1I K - - , f B� � I
T'� �S HO�T LOCA FED MT� li� �,, v// t� __ __ - - I
,
)4� THIS PROPER, -flN A DERNED 1,00 YEAR FLOD)D ZONE. i � I CON18"ERVATI , " , ,,� I
( � TM, 45-84A I -D,I\ -, ,�
i 'i p�
� ( `IA1 &J� � �,� I-- I I
1 5� NiAXINtUNI A1,40UNT rj� T`,kVED PARKING ANI., V`EHILCLILAR CIRCULATION I � I COMMONWEALTH OF VIRGWIA q,, .t"� ,- ARE,k -1 `__1L - ' I`��l �, t "
,
3,' 1,72 5-Q,FT. (0,5S ACRES� � 6, __ "I " ,� - () " . 'I', �V�, � "I I I I' ' "� �� �:, N �5!��Q,, I / ,'I /� , , � 1� Id, I
-,- 1 "2 1 ,
, - , ,?B`1V I
�
, ,,,
_ �§'a�e , 4�---�`�
AREA = )�,E�,, - I 1p", 1 5' vDOT RIGHT OF WIFY SEC,"DON I� / �, . . "� ,.��,> I , I 1 4
_ ... I --- �.-.�----�-��-11�----,�.---��,-�,�--��-,�-,-�.--�-,--,--.-�----.-.--i I I 1�1_ I ;, I J I ,� . � INS ,� --� I -�i I / L" 1� m � -, , , - -
� 6, PROPOSED PARKING: 48 REGLIL4R SPACES REQUIRED PARKIN,,,,,� I I D. B 887 P� 4�24 "I '/ - I _�_ I j it "I I ,,� /',- 1 ,� -'LNNFT FUN I) I- L, C,
I ... C., 17 , � V , ,
,
, �__-__-_-_________-_ I � � % I I I I 11 , 1 - , _,� - "
�l,-LqANa�-���R�'-)-.�',�E'.,L�,QE5, NO STANDARD � ARKING 7ONED R ... C I ,,;,, I ,- �, , - , � L -" I �
""
52 TOTAL REQUIRIDVENTS FOR AN0,4AL, SHFIJERS I 1� � . ?'� , t � " " "'I'A" , � - ) " I X - D�B. I667 P� 18'
� �, I ", � ,�,, --- � - , ': " - -1
I I ,I/ ,'
E QU I i I I �11 � / , "I"', ) / " " ,"I"', "', k I: i;A-- --,----,7 4
1 1�' I � I , - , � - .. E� D.B. 1488 1'. 6�'C PLAT
PRI)�,IDED SPA0,ES ARE AD" I A' TE I 1�_, 114� I .,',,,�,,-�,, "', - -, b
, ' ' 10.0' 11EIGHT I I "fil" "/ - _ , I I �
, ;'/,'/',' , � - -�' ---- =_--z � ,( ',� _CNEO C
I :j / " /, , A_ ---,:::;_
- " SITE RETAINING WALLL /� � , / , "
I I I -, "111111111,>1- 11 11
,
1-7. ABUTTINO PROPERTIES: TAX MAP 45, PARCEL 8' , \, - __ ___( Q, 0 TO ) I , , I I / ", I,� ,� I - , I � �4, "' ,, ,' -I
[3EED, BOOK 17,53, PACE 543 , ,, I I I , " I �, � : / "/ ,' " " / �,�/x ,,, ,��,k--7_ .... I ,
I 1 /, /,,,�/�,,,,,, , ,, ,/",�, -0,;- " "I 11 I a4, I O- "
, �e I - 1�n� I
,,� I . , " , . " , ,�"j � - 8"X30 TAPPINIG, SLEEvT,
DEED BOOK 1420, PAGE 722 PLAT I I , 1/�� . �
1-1111-11 TL; IF �;jtllj�ljl ? 1� -PFTNTT'f)T?rVT1 CONCRETE --BRICK FACE I 11 I I ! , I I , / , I/ . I , "" ,-' . - B� � '_\, AND VALVE
, //1 - - x I
, , � " I
' W \, N6�),04 55 V4 " I , ,!, � X, � , �,;- , ,�' "',
� / � ,X/ ,��', X,/� , , / ,�V I .. .- __� '� -
,____17_-1 I_ , " ,,, �,,�/,"" I/ ,;,',' , - �
VSQT qIgHT OF AY DPASION 11 -,3-,,7 � 4 3' � � i , / (
I --- 4"l- , - K ,
1601 ORANGE ROAD I N�T�S' � .________�_. I 11 - . -I � 77 it 1, � 1',/// I�,1/"1/1,,1/,/:,/, 'A �� -_ � I �
I 'I- I .." _ I
� � I - f - � - - -
`_ I" , , , ,� / " L-- - -- I - q,
CULPEPER VA, 2270',,-3819 1 1 ------ _�' -- __��., f , 'I � 1�
I " , '-
I / __1 1 _-__1___-�-,-"777j - I I ___ , I , ,,�� " 1, � / 1 , , ,��/ ," ,� ,
ED BY KURT M, 3 3LOECKNER, P.E. & A L,S� 1 I , ,__== ... ,�___I, 'L -j � , I I --- ,J f / I - , i I �
18. PLANI PPZPAPE � I - '' LFHEp 1 -- � C ,
'. 1�, ''I - __� ------, �___ �, SHF 11 �, ? �,��,/;//,�,,�,�/'j n" .,-, - ,
. , _,-,,,z�:� , � L--- � -, .,- , � . �_ I
/ / "". ." � , �_, ,, PRr.1R I I ,� , , �,�l I ,,� I., 'I I ,vll��,Zlo�1_11z__-_ -I 1/, OF,
,
. , \� - � ��' � : � SHED , -6
lj� 4.5C ACRES OPEN SPACE (79,257) ;� �`,: O � 1)
2 0, ',,217 ACRES DAPER�AOIJS 4REA (20.75'�',,) / \��, ��, , _�,_-� � �(C�WKI,Ivr� � -I-,----- PAL ___ 1�11' ,
, TANK I I - � "I I A) I � I I - _,�_ 1-1
n,,c,j,,_
I t , _�� _
I7,461 SQ� FT. BUILDINC, I , �,, 1\ - _ � - --- q � I I--- . , , I /
/I �� 111� 11-- - " I I I , "i, 'I/ // / I 1
21, " I/ T,M, 45-84 \� I\, , A," _3 �_ ,,, ,---,,, " ---.. -j7----, , I �/ I' �:� 5_.%811Z_ T_
'2'1 MAXIMUM ,NILIMBER, EMPLOYE , = IS �'COVIMIONWEALTH OF MRGIMA , I � .A. � � 11 11 ____1 - , I I � - 1, , . � ", I / - 11 , I � - I � 1� ,
�ES / I _ - __511�_ � / C I � , L I �� / � I
I ,Tr_.=--:=__,=-_-_-__ 1 / , I 'i I / , , , F
- - ,
2 3, M,A,1IINQ.IM PEIGHT STRUCTURE =- 35 FT, .11, VOCT RIGHT OF WAY DIVISION '�, ,� ,,,< \, � __:::� ;��,;-�,rr" - I I 1�1 ,/ 11 I � I I I I I � I I 11 , ,�� , , , W., i-6u�r'� " CON 'BI. T � 11, AXI � �t
" X - ��W_._ " � - "' , / I f
�
2 4. FIDGHT OF SrRUCTURE AT MAIN ENTRANCE = 21' D,8, 1821 P. 605 11 �� - --' _. � � I �, __��,::::�--------- - I I` � I , ,/ , / I I I 11;tNiL � "I �', / ' , , �, � L
2 5, S.M�P= 2,5% OF 53,C24 S.F, 7-- 1326 S�F. (,',;SE 15'X90'=1350 s�F.) I ZONED IT -6 / . � --`3 -- :� :_�4�_� - --c') -, '. " �", '. 11 � k1l / ji�� 1,11il ,I �, , ,,, ,' "V , 'U*MR�
, 11 I 'o,"N I "� , , - ,,�/ Ail-) I ' � , , / , - , "?I/f/ , , I
� J'�' ��-_ � I � / , , " I
11 , " -_ " ,
I
,� �,,,
_. I'' , , - " I "I,IALI, ..,�,' V -_1 , 61 / I 1
45, THIS PLAN REFERENCES ZMA 00-005 AND SP 00-02-1 " 1� 1� 'A,_;�� I� ------- _, �� I 1 I , , � � I Kv
��H 'N , � ,� \L � :---T,- - � � � ORN'l \ 1 4
I �, 5��, 11 I " ".- I -11
, I" / 'vS'5GAz I ", " "" / / �� , r� � � ',',- , / / ,,'.,'� Ik7 DR AIN AGE _�-�/ JL ,
11 I), "' * � A`_ I I I , � , --- � -1, I ,,,�_-_- I " / I il ", "I ) j 1 � � " I ,
I " , "I _ ,", . � � � I I 11 I �
� I -,, - , - I I— . 11 11 " X/ , "I A ' ' tR�NCHNIARK,I ` y / / , -� ...... � P d 11 I _6�_
1��' , ,� I , _
/" I 1, - ,� � , / � B_jltL�l I— _,", �, 11
,12T,ul " I "'O'* ���, " :�W___::/ I � I I " -- - - ' I ,,'I FIK IN ,` R�IOES AIIL�t4,��i I " / / AT I
11 I S -k) - �� - - ��-- - �_ � �, I I - I / -11, 1/` / �--_<�- .,w�,!_ AMU I � ,�, �Y,__� " / I " � I
'I ,, ;�r - , 1� 1- � I � I t / ,,, I , f
T I � � ,� , ��,,' PIPE- -, - I I - -�,�- I ,,, , 1, 1 I 'p, I 11 /ZY j I I 10�0' , � 1� .1 ), - 7 I ------
F&kcl'� � , \ , - ,,�`,, - / � / r
I T DATE THE � . - ,
1� -E ,PROPOSED USE OF THE SITF SHALL NOT ACCOM0 11 i�,__ -_ I ,�
SEA ONAL "RUMMAGE SALE" OR ANY CDHER FUNORNSiNG ',C',IvITiES �111 - I �, I L___-, ___1 � .- - 1, / / , , ,, , /,� " / 01 � I I
APPROPRIATE PERMITTING, BY -4E DEPARIM,ENT OF' I I ) " 11 I � I ! EASQMENT� , , , Y" , " i I
' ECI At. US ,/ � ;;;�_____�� __ I �, �., � � I / �, ,'-'� v / 1'/ I FORCE. MAIN I
_,__��::�,, I.- / / , � " I i ,
I I , � ,,/ �
/,�_,,_, I ;;��__,- 'I- I � I I ""'z,z�, ", � , " . - I, i I
t ,_ I 11 -�, i�,2�,F- ,� , / . I _�,_�
� - I 11- 1, , ""i I - 4� ,� I I -
'ODES ANL \ -5 1 1
I ,� �1, , , ,, /" R� 755 S1 I, ,
� "' L
��-,___ �i � - , I I,� , --- , , � � I / �,, / ,,, I -�- 484 0 � , -flNC
BUILDING C I ZONING SERIOCES. ,,,, , 1, I I , � -, I _ - - 1. �_ �11' ,��__�'��, - -�__ _ _", , ,,I" ' , . , /�/ , i , � ; ,, , P, ?1, , E I I ,
WITHOUT AMENDMEN F TO TH�S S? E PERN,1IT, OR , __::�-':� � , , ��______. -_ I�
, I , � " � I �Ij I -.-- ,,.,,,.---, ,� - I �, ,
.
el "� . RI,k�- 1'�__�___ - "'�� �,, � - __ � / �h � \ - - / " __�_,,-- � .... .... �1 ( /
/ I _ A""N , , �,-` , _��_-_ � z �__ , ,f:�, ", I "', , ,,, 5��-� - ) // �
2, ANMIALS SHALU BE CONFINED IN AN ENCLOSED I ", -, " , ___ _-, - - - ' I , B \1 -, ,- , __
.
__;_ ��5 1 1_1 �1'1_,A .--.-.,--- 7. __
,, " " - __��;t - -�4� , u k
�
`111111 , , ,.__..---)f " � 1
__-�' --",A 11 1
I , � � ______ V , , �:=='_ _____ 1 CEMENT , � -,� - \', .- ,,,, 1 /!� / "I'll, I 1 ,
� � N , , � _,____ I - I" , 'I" I" - , I 1, ___k,�,:�,� ..... .. ,�_� / I �;'. \ � �\ - -, / �
BUILDING FROM 10:00 P,M, TO 6:00 kM� ,�, / �', �, � - ��__ -, '71-, _,��11_1�_ �1�1 "I 1_1� ,;� . 11 I � , � � / � i� 3X,`A,�,11_1�_-;s� I I/ � , I 1' i �
LIWTED TO AN AWMAL SHELTE " 7� 1 - � Dl�� �,Ul _� I I/, X=_`,�-=-7� ,/ "I � �,�, " , - 11 � , � t" 1A
SES SHALL BE , ER AND \ � - , ---- � , pb,�r'l , �_ -- , /�/-, PROPOSED 20'� WATER I I I,� i -,., , I I
A \EFERINA HOSPITAL Wj7FI ASSOCIATED OTFICES NLI. I "", I _ ....... I,,, - -, � .1 � -, I " I ".. � I �, , , 1�� - v!,�5� , ASEMENT ,
, - , "I , , / . I , , I -1, I _ � \ I ", , " _- ,I f
, , ��_ ��_ , � -1 " , I � ,
TPE EXTERIOR IVAILLS OF ANY BUILDINGS �__._ ; , I ` / " 11 , t - �, I ` - �I',, " ) �KJ`,�_� , F , ... I I 1, LINE E, 1, 0I, �
1, � I , I ? cc I I , ,
FACE A PROPERTY LINE rHAT tS I.ESS � � - I � 1 , , I �11'�_ I �,PR,,,, I "
4� 1 , I � ; __,- � \A, A� 11 4 11 - � - I.", /1, I 11 -,
A/HOC-1 - I I 11 1� I I , � 11, - � N R I " , , A, I I ij
I- I ____ I I ( A, , .1 , 1 - \ I �1� � I _%�o I ,� -, `R�( ,,,, , I �,
THAN 15�0' AWA`( MUST BE OF RRERATED / I 11 I I" 11,� I I . " A' " Y �,7, Nl'�11 - P _,t1_4_.__L. _______
� , I I I I �
I I �, - I'll, I � V 1� " I -� \ - , I - 111- 11 -"I', lv/ - _�._ IMC,c_ , , _
" I ___1_1 - - I � / , 1, � . ,-," , I I III" f �jj
CONSTRUC7,3N, _ �, "//,, 11 ) I � , 1, \\ � ?.�,, I � ""e" IT " , ,,�, I 11 �
MLL / I __,___�_ , " �, I : I li I I � "I - , �L", �. c / - I ,,Rz� 7 �OIN� St. RvA7,,bN �- I I' I
" FIA I,' D W PR E V` - / , , , I , I '�, I , �', , ,� I I , , ". I I
,,, A I ,KFL, ENTICIN DEVICE 6� / 4� / I "'� I , 1, I 11� �---- � � / , 1'/ " ,� %�� ."I'l N 18+07
PEUIURi,D ON THE 00MESTIC WATER SERACE I , "". � i , I O� � ; I "I A ."", 11 �
, -.1--, , ',I 11 � I I \��,�/ -�., ," � _11-11, ,,, ' 1 " , , I � I N , I , �, AREA , 1� ,,,11", � --
' ',, / , If I "
1,�? <�, , , I I I , , , , "k," �, " � , � I � I -C 11, I � " .IkN - - , b.11 I .1-11 -4 -11 / , ,
, - /��,- �,� , � , I , / . � !�� �HCIUSEI` ' � /' 11
IJNE� A, 1. i I � � I I I I �'� ,, ,, " oll �� \1 ��
/, ,,A�, r, � / �,,�,,
- CTED A?, ,A,,, � ) " ',�,) ,� 1-1 I �,,� , , I I �\ �, �� �, -- c Qi- , -, ,� fl,
,
` ' � � '�-Ii '�11�, , .1 I I ,� A , � .� , I !:]e 41-, RAO ��A s A N, " /' I , i 11-1
I
6, NO FLOOR DRANS NALL BE CONNE lk�,, i 55,`ACR& RESIDUR I ��_ _'11 1 47 1 / I I ,� "I ,,�,, ,,, ,�� � - V� S*,Oo 1 � Q( 11 I -_ -�- IE,
-�UC SE'4EFI WRC I" . , ')'TO PPMAIN R-8 ,� ___xI, , 11 " , � I ,
I 0 '�'�jitl ,"Uh Ui WIU.. BE ��11 I PROPOSPa , '�,� � I ,� I , � / / - - _�", , - , �, � , I/ ,�,)� �1_1)
I 1'� I / , "', - _ �/- ��� I - ,, �11� �5
I
" 1A TWIS TRACT D3 ,NOT RXRT OF ,_�, I 11,�', I., L-3 T') "'; . - I ..... .... "I" �,Y .
SUBjECI' TO THE )N FLOW OF I , �/ � ,I , I I � ,A I , � I �� _1�v ," "
/ / "I" TELF SPOO�022 IREQUIHN-T ,� ,� I _� I I 1, I I "", ,/A� Wv'-�,A,�-- / I ` I I "I A
I � , 11 ,�,_- ,� ,_ , _,A.-� 4�:r�' � 11 ... '.NrO , - )RDS �u ,,, I I " " 1. - � - 1�' ,_
- 1 -
AS REOUIRED BY V,110�T� SHALL . up ,�� " -- A FK NAU IN BASE 4 - -,'X,� �2
/ "�,�," , ,--, � BENCHMARK 1 , ,$�_ , , I c q� 1, , Or- INAtNI I T -- 551 ' 11- _A%cl 11 1,4_kj�ZR ," 1, "t __
. I I -1 - , I - - __� , (IN
. I I � I �, 11,�,�, 1 r , -11 1, , �, I " " I
� 11, . " 1, 11 11� I ,,, " I , !M�, , - , T.� iG � �Q , , "I , I" �
--SHALL BE DEVELOPED / A� "I �Vl � � , FK NAIL if,i� FE L. PZILE , ol , , � , I , Rl"'Az - P " ,.,-. . \ 1, " "I 11 - ��
8. "HE SI ,� 1 I I I '-"' (��. "I , , - Al , -1 I -_ - ��
BE INSTAU.�E I I I , " _ , , " �` ,-\- -111 , I �, � -
I . I I I I ,� Ro!�', ,�o - - " .
I,- , 1 11O I 11�b �o `� EENICHMA'RK - � _� , "I'll 1� � �' F�
ST0,RNIW,\TER RUN --OFF. / ,� � �, � c� ,� I V,", / � '' ,, I � 1, 1 , , , , � _ __ � '��, A-gv-�o -- --- - � -, --I � I - I - -
_� E _S _ " �.111, _. , r" - __11111
� FULL FRONTAGE IINAPROVENCEN1 / ", \`� � 11 1 (#� ) , &1� _ � / I , " A . " _ �,� � ". -2 WATER, /-- I Ile ,I'll
/ " " , "C', I I �� ". , I
,
,
,,� �, , I I I - , A , I
, � / ��' 'j,
� , , ,A) " , � , " 71 If �,��,�5� I ,
� I ". �: � X 11--, "I ,,, , , , Y\ V_
I
,
_1- , ,� I 1, ,�, / I � -) �, ,,,, ,,, / A , I 'I \1 _> I \ "I \'11 - __ � ,ER
"'
, I � >-, , , I 1 6� �1' � - ", I I ,� "�� A -, �'�;� I, - - ------I , 6" PAO, SANiTARY
,I , I I , � � \�
IN k'",'CORDANCE WITH SITE PLAN , � ,� 583�45 , I �, I 11 ,�\:_k, , I - �o _iO,�P'�:� - ��, ,�L -, I -,.",
1Y , 11 , , - � � ,
, � ,)�/ I � I x , , /1, I , I I � 'R �� �_ � 11 I
' 1, I __� , ", , _�__"�W_�-`_\ -----SEVER--bNES L 1-1
, I � I " %, _ � l,v� � I'll, I - E DR,
,�
I I I I I I I � " -1 w
DATED IVIA'( 12, 2000; REMSED ' I ` : � " - I ,�, --�� ., ." o I V\. I , , - , -
JUNE 12, 20001 Z, / � � I �, �, `NGI',I-�,-�'57"W X � � ,� � I / : A C -F `:1_1 LI�Ltl Do \ , '->H N 12
I � "�' "z- ; -,___ - j-':�V, _ � A, -t,�,�_ TO CODE A � AL. ;
I - -
, � _ ... .. .. ,,,,�,S ,,2�,lt, �'�-5,��. SCWER, - -1 B�
-IR GEOTE -7- - I I �, .-I-- I � - -,,�11\= � � ,�� "A IN ikiRtm: ,\ :\_-A `P2C ____1 ,I,) '�
I �
_�, E
I I 1. I I __<1 ,O I , s - -,� " , 6 1.
9. , , CHNICAL DATA / , ___�� 'I, ,�, 34P GQ` ' , `�' , ,�� ......... 1_-A- - ----x____..._:, � , I I j,i --
I � , I
SEE GOOCH ENGINEERING AND , II � 1� I "I � I 1� p I I I �, �, , \ \ , " , , , \ I'll , ,
, �_ lt� Y '\ IL )".:�- 11 "I t1b,
" / "'Ol , I � � /', , � , " ,�, �-�*" � ---,_, , , / " ,' \, )", , ,T- -11v- ��` � I14 1�
" STING REPOR'T D-4TED , , t, " _ , ,
, � I , , I 'c", U / I _,,� � ", " 1-4 - c"o"o �, - -- I A
/ ,�q �O` � , I � I - , ` �111� ,,, O ,� _,�,�
" (I' nkr- �P,�-, -,j ,,, "' " \ , , 7, BETA
"
,
-
" " , ,,, " - I I I , " _ 1 , , , "" , ; � , i I � �_�_ � ,
� , ', � ", - v �,)ICP � �"V�� P,I�"z �,
,/ � '_ I , , 18 _�- ��,,, \� -1 ,/ / .. � ".4'. - - , , .... "t �, �', 6 " " rE
/ I I I , `W , �ED,w � � ", " �_ 'r �=
AP 1 20, 2001, I � I I �� - , , Z, ,
11 , �/, "I �,A,� , "�,� . 1 - 4 1 Y" /' /,) #'LOTILITITR "135--i -- --,��
F " , , � " " , I I �/ - I , \7"�� "&� , , G 1�1,41161 10,
I , " , , / � I �,,', " 1 - , � I C� G
" , � , 17� 0
RPZ BACK OW � I �" "I'll 11 1, I �. 4 Ros ,N� �
" ,, , , , I _ /I - / . ��, %, � �\ - 1� ,,, - --- - I , I � ) � fz, _z
q7ON DEVICE IS 11 / I I I I I !� �.q '� ,�� � , , /� o", _7�
- I � 1, I � I , I � �, 11 � L _ /, I I " � F, - , �, TA1� , ,�,� , --- - ,x,z� �
I I I 1, � -1 1 p I Z, , " 1�,� �, " � �'_, , P-1 0 z
1 14 1 1 A-— " " , C I W -1
I PPH ,'E? I I � I ; I I`I�' _6 �, , /" , � I /11 , /�� , " / ,� - � , �/ "' -_ , - ,
I I / , I I 16�',,W� , / �;/,
�
IIIEE)�JI TIC' � ,� I ,� �-/�/ //� , R m I
I �
VIAT I 11 " ' _ , �� ,-
"b" U114L. / /I � ! " I - 11 0 � �/ "� I '�, - I c�_ w �L
� I I 11 ,( ��I,,,_ I� � , , 2:
, / / I �11 1, , , A " � 1�,4�1, , 11�
, " , I :, � I ", I I . % - ` I-, "I - I I ��
, 11 . I � RVA -U4 - I � 9�
I " \ \ _', - , �,, " I ,
/ I , I ", I . I I 1�, -_ , l,'� �; �171.111 ��----,z -- � ,4 %q "), - ,
�, I �� , , Z/ ,�,A�%., ZAREA --- 'A' "" Jp� -.1111) � I I % 0 a_,
// I "/ 11 �4,�� ;�'F,11_1'1�R?11, [A- � ,
-
I I I I - I- Al � 11 I �'11' � \ _o I ,,, . , �_ I Iiv, ,k�, !_�po�jt� A� .., '\- "��,�& �, 7, w
- ,
/ / 11'1,� � � ' 11 I I I It, �. " IA 4 ,/ ,, 1 � j
, , B __� ,_ -q I � "I � �
I "I 11 " / I X �' 4, 1.,- V, \ /, " "� �) -
I , �_, -1 , ,� -11 - , v% , I" I--'
I/ F M, 4D --a-7 "I " \ "'J, '1� 77"" ,�
. "I ' , � I., , �", , T � 1,14 - I
� / - t- o", 'I., , I 1. ,� ,,_,�."�tr " 'g�7, " _ I " R�tN I ,-, _�, 1-t
COIAMONWEAL7H I,IF ARGINI�', : , " NWWR�E '13:1��!L:, N, --\�_,�%�-- , , \1 '_ 1�
\ _ , ,� _;F�_' - 'LIN
- , 11 I /4�[),B. I4,27, P. 610 "I � I 11 , " N - I , , "' A`/'111" I I � ,
�, I , I , t7�f) � ��*, V�L-, ,�/, , ... X -"- Btjo `Uk
I I I --� \ - -,---' '11- - I N_ ly�,, 1� "', - �(� )M �
" , I / / D B� I 41AS P -69'R PLAT ,,, -:en NK,L,.:-,, , "I I'll � y ftw,w, I
"
"
� �", 11 _ ��� I �l// , _, _:. ��_ � " 1� , V1 r ITIQK /� \4r - I '-
STANDARD 0O\T`R AND cRAME -� VIDOT RIGHT OF IMAY DIVISION ,� � I 11 � I I.- " ,\ :_�_o ,:� '1/11 1: , �_ I " , ,
, ,� " ,
-
FLEA, =52,1M,T0 , - - - ;L�/S� I ,,, , -
D-9. �1'753 P, 543 ; � I I -\ , - -- e, V ; �_, �_s,
--K 'M_'�M_TTM"M7'W : I ,,, I /," 't I 1111;,/Ir', um,� ,�'
��IDR_D��,
L I I I I , R.65-3 'ACRES � , ,, , " � ,� -_ ,,� I � I \ I -------
7 - J�_=. I , ", � ' ---=11,0' 1,10I. " �� , � �;�"_ �', __ V��L-" -, .11 _ '91 " A, �
7 I I �, . - � Ll A[ � � I' 1-1 i
z=F,E=�TE�, __ D,9, 420 P� 722 PLAI � I � I I I I I ,,, � , �,���-�,�m,.��K,K--E'DNC-.�.---, " ZI -7_7____�_ ,_ "I ?",T�_ , 1�`� $ -1 1� \
S ANDARID LDOT PRECAST / ZONED R -R : , " i / I I I I . "I, /, � " 7-,-,- --11 - _77- -, x __1 N� " ... ' - K� I 1AIII: " 11�/_��=, 11�2 ,�Y� I � I, � i `z
__ , __ I I'� 11 11 � "I , , 11 POOF L"'N""'." , "� . , I ,--� -'17FG`k)SE0 DUMBISTER, ,� -_ ,.t -4�T�'�,_" �o.n�-D,' -,O"� -,� ----7 1 1 ,X. . ��' � , . � �
I , -11 g�
,�� "o, -
MANHOLE 1,NO-1 I) I I ! , , 11 " - I � - AC_- �', "' APPROkCH- DAB ---��, _�____ .- - N , / I L", 1� I \ '__
-TE � " ��F,W . �� , /I 11 ,!��', � j
It / ", "" OVERFLOW � , � I -1 �1/ I I 11 , I I., I I M,� � _j7 " , �� ,)a 1, I ,-� , I 'o i \
, FOOT OAME ER MANHOLE , TOP-52�',93 ,�,� � I 101 , �O!vo, - - H' PR C (zllx-� ,
. , _ I � %, DRAINA�OE ANID� , , r ,' ,:�, , I � - ? . --
I I � I � 11 , , , I , - " " - _ 18" ]T!A�C�K CONC,) TRE -AHED Z�REENLNi� f 1111,� 1, -I � h ". \
I , / , " _-11- � 6' HIG ES S, U R E _ -EMEN rS '� -, , 41 -r I
I � , "I, I 1� , "I I , I _ __ --.-.-- ___ -.--,.- _=__'-.:._ __,_:, I_- I 2-E, __ __ . - - -1 _,�T.qs_5`�R ,� - " - ------
� �, 20' PARKING S E TB ',�B_( !"UNDISTURSEC, &UPFER LINE4ROUND T , ,,- -
� ("I � -I-/-- �,,��E -770 ' - , _ �! 15 f U,
� , " " AS SH 7WN ,-* " " , STA I744
1 ,�,N( _1.11) I -
" 4e, 1 1 1/1/' 11 "I I I - - -ENTIISE PROAFR-11,` - 1, I N, 134� , � Q� " i �j I,--- -�-
- _ , -1,1, I ,��--
F_ � I I , ,� _-1 � "I" -, I- 11 I -1- , �; ,� - �,� "'zi, " , -_', / � -i ,�_, - -
I :_ I ", �_ __ - - - - - __ - _4Ai,4�'f�� --- - - - - �- - -,- I I I �
�. . ,� � -, I _11 - :�� Io I I
___ - _� _,��_. .. _�m_,� � -1 -------- 7�_ - I M�,'01,4,1,,N '�,r� ' 2, _�_
-48-" RCP___1 __1 ------- 7 __ , , _ , _ I - z�====� ,� ,I �� � "_ "H-,"30
"
, -, ,,,
, -, L - _�
- - � L_ I , , 1, I I I �. I I I 1. 5$3,15�` -, - �L� ,4 _RU, 11 - ;g.�l ,
- 1-1 � � 56 1 1 � "I -1 -- ,4E E:AAEN ��, TOP=5iO.l
I - , I , , I , T �11 I ,,, \, , - ,- - ( ',-C�,�i, 505� 8
� N __ -------,--,-" I I - �, -�- 1, I ,�,�11�
STORM " 1 111-54"I""OVI -1 I I " , , "', - -1 , . ... ,-,
DRtF�CE=q, ,� � " / 1 _ - " -1 "" I __111 I ," . , �_ -11 "I INV—
, I
, I I
I I �11' � I � -"- " __ " I I ,,,, D: E1,: � �, j ; ,,I:,,, I I A I ,, , ,,,, I ��, T'i �,-,[ ,I ,'� j f j�
I 1� I '. 11 � - - '), 11, -- - , , , D �,��', ,,I I A:::z "
WATIR I 11 �, � I I " "" ,,, , I , ,�, �', � ,_,,, :, ,, N - -� ,,I I - _��, �
RETENTION � � -) I - -, 1 , , " ,' � I `�( ... I'll, R:j "_ -
, , <:�' 1, I ,� x � ... I "I" I 11 ______ _�, ,'
, / _ -1
I I � 1. I " i
I I , �
I \ L �"_� , ��,� . , __, - I -0 '6 " I I— I- -6r." 11 ��V_' , h
I " , I � � __ 1, 'opos, 'o,--- - ,
tllc� ,7-- 1 ,� , " 1. - 1-1 , � , ", '11pr '�'�, � " ,��, ,I, I I
L r) , _ 11 11, DRANAGr'E;1SLMENT 1� I If � ��' TM 415-I
v '],_1=1_E�1 E_i_�L�L_ \,DOT " " I ,� " . 11 <
� , , ") � 9 A 1. :�_,,�
, � - -FA� - "'Ir I
_____ � . I , _ _;�
PARCEL I � , � � - ,,, ," � "I
ESR171 _____ I " / I I , "I " I- _1 I" -, - - ,� - I I'll __ , __ _ " - - --,.,. - j , I I -, I �,-
I,IV=5I-7,') -` � / I I � _'j, 4&Z8E .",1 ", ,__ .11 -1 �.___ .:, __2"b . . . . . . . I 11Z1- � I , , RIO ASSO
I / Al. I " _:�11 __, �., _-.ROw ,�, UMITED P
I " I 'ROON I 1, I , - "_�* 1-11 - .,- "_1 1-11---l" ��_�I li2� � E"
, EUGENE 4- AN61E ,,,I -11-- ��' , I , D.8� 996
,--- -1-111 � -1., �
- PVC TEE I , __ -1 - - -k � I "I - "
, - , � -1
I -1 1. - :� ��", I D.B, 996
I 15 � .", - - - - - _ ZI,, I
""�""Ilz / ; D�8. I105 P, 19S 1 � I li � - 11, --- � _1 I __ 1.1- - ._":___. -11.1-- L
_
_
* I I I � I - - __ ,- -, ZONED C-
3
� i 1, r � I I �
0 DI = DROP INLET 20) THE' COURTYARD WILL CONS�ST OF' CONCRETE WALKS AND W, I:- -;�r _1 1, P �Ii I
ZONED R-6 ' , , , _zf�" f
DETENTION MANHOLE DETAIL � tLOM�_ ��o =OUTDOOR LIGH F,NG POSi-PON �, � I i - ; �71
N�T�S. I 1 I � "I T 7r, Ti2�,�,iji` o
' � 11
- __ ������_ 2) I'm = mANHOLZ GRASS SEPAR4rlONS. � - I EXis"'INO - .- +
,I _r � --- �o
1
2I) S" P,V.0, CEDER LINE BETWEEN S,P,C.A. SUiLDiNG ADD PumP STATION � I .- , - -
F -RaQP-QS -IN 11 � I I � " WATERLiNE-,-7,,F
aL)�aZN - ''I
LT. A. RY � 7,9E Kf.a, _T I E 1) El I , -31 CIL = CLEAN OUT IS A PRIVATE t AIERAL TO BE BUILT TO B 0 C A CODE PUNiP S rATIGN -
1 ;
i I 05-82'
FViSTING
WATERLINE
EASFtAEN T
WA -1 E,RL! N
'IL\ _--.-T L,---------- = TELEPHONE LINE - I � � � I � . � I I I 1- _1111
I I E TO RECOVE MANHOLE IS PRIVATE SYSTEM, ;� ','�, -,,
- � OR MANHOLES OVER 1, � � "I o f I At
5) SBL - BUILDING SETBACK UNE -2) V��D_av, St.. --I ISAFET) SLABS ARE REQUIRED F� I � I i , , EXISTING '
I
6) AUL PARKING SPACES ARE 9 X 13 (T'�PICAQ 10 FEET iN DEPTH, I �� " WATERLINE - +�'! , `�' ��
1�
I
S, I I . _��_',7 - C,q &
- � E A S EF M E N T �
� 4 � 71) ,7 ---- 7`1 = INDICATES SLOPES GREATER THAN 25% 25� CAT LiTTER IS PLACED IN SPECIAL S.r-.I. CONTAINERS AND APPROPP;ATELY I;I,EmOVE�_C i , " : , , 01.1 1 --,: � ". -, �� - V0
11 � 11
n �, r I I I I � D, 8, 1 4 Sp 0
I , . �
11 I FROM StTE BY B,FJ. � , T,M, 4.5-I09C2 P�20� r � t_
ZD C�l 2,�) ALL ANIMAL WASTE (OrHER rHAN LITTER) IS DISCHARGES INTO THE SANITARY WASTE I -_
,�'� �, �� L, L. C� LOUPE F � I �
't �, S�STEM AND IS APPROVED TO DO SO PER THE ALBEMARLE COUNTY SER=E AUTHORITY � D�B, 1'710 P, 499 PROP DSEP__J� 1 I ��_
U) L � y �
z .-I AND THE PWANNA WATER AND 1,EVv`ER AUTHORITY. I SANiTAR' -1
11 8) THE ALBEXIAF�.E S,P,C,A, QUALURES AS AN OPER,�rOR 25) ALL EXISTING DJ, IN SERKMAR EXTENDED WILL BE MOVED AND RELOCATES TO THE NEW D.6. 171O P. 5DI PLAT SEVVER I 'I , �I -
� �
"" CURB LINE FOR FULL FRONTAGE MPROVEMENTS, THE PIPE SIZE, MATERIAL AND SLOPE � ZONES C-11 �..��K!�f�ET, " 14 -
LJ f_, _,_,�A � I
� -
Z, �, , 91, THE FIET CFMETARY QUALIFIE'S UNDER THE DERNIT*N WILL BE EXTENDED TO THE NEW 0J. LOCATION, I.,..--- � �� ID,' "
� , ,:I lz� � I -- �
1\ Z �� - IN" THE CODE, 26', OFRKIOAR EXTENDED %,AILL BE RE-STFSPED 'D) PROVIDE FOR LEFT TURN LANE TO ", .7\ �� -
T.M. 45-109C '- , I THE A Ir RBE � I , �, -1, I " -
I , E2 o IO) 'ET CEMETARY AILL REMA.IN -AS IS, (UNI7,4S U .D PRO`0DE SAFE ACCESS 10 &P,C�A, FROM SOUTHERN APPRIOA0H, (V,DA)_',`, SPECIFICATIONS) I , I
', < =,� 11) THE SHEDS AND PROPANE TANK ARE, ACCESSOR,Y PROPOSED 11 -
I ASSOCIATES M �2 a- STRUCTURES AND WILL BE R ACED WTHIN I I SANITARY'---_,�+4-;;� �
DJ?. �-42 P, 699 < iiy, , ENGINEERING �
ROFIRiATE, SETBACK LINES, SEWER-"PORCE , 'J� � I�11_
:E 11.11, i 2� P-
0 ,
jqE ERAL ON�WZV ON. OTEL S E. T &M� I - S _CI � ... MAIN 10,
_!�L_ _Q_ - -al _N_ _fal�_�I� A � Niil'!)�K�'I, W "�'N �� -
12) THE NEW ENTRANCE FOR THE S�P,C,A, FACILIT" IS _2L 0___M MAICH INE I I �
. , L� I
- PLANET FUR I� PRIOR TO ANY CONSTPLIC'NON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, MCLUDINC CONNECTION TO 'TO'H To Si� T '215.37'
AUGNED WiYH THE C,E'.N7tRUNE O� MATCH TO INSET , , ,
3z DIRECTLY ACROSS BERKMAR DRIVF. ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPOR1PTION LOT 2 TMP 45109C� :1:.:-_.4__
PROPOSET' � - IS) EACH OUTDOOR LUMINARF EQUIPPED WTH A LAMP (VT)OT), THIS PLAIN AS DRA�%I MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT
SANITARY pj P� WHICH EDITS 3�000 OR MORE INITIAL LUMENS SHALL BE \N1qERE ANY DISCREPANCIF'S OCCUR THE REQUIREMENTS OF THE PERMIr SHALL GOVERN, I
� �, �
I
SEWER ,,�, '6 A FELL CUTOFF LUIMINARE OR A DECORAINE LUMINAIRE 2, Ai.l. PAMNC DRAINAGE RELATED MATERIALS Nil* CONSTRUCTION METHODS SHALL 'CONFORM TO CURRENT
'
� - OUTT -, AaEpFjc_�L�o K
I EASEMENT . � WITH FULL DIFF OPTICS, SPECIFIC41blIS ,AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED
I 10 14� 1HE SPILLOVER OF LIGHTING FROM PARKING AREA 3� ERID-90N AND SILTATION CONTROL MEASURED SHALL BE PROAIDED IN ACCORDANCE VATH THE APPROVED
. I , I z LOMINAIRES ONTO PUBLIC RONDS AND PROPERTY IN EROBC)N CONTROL PLAN AND SHALL BE iNSTALLILD PRIOR TO ANY C-i-EARINC, GRADING OR OTHER CONSTRUCrION- ALBEMARLE COUNT'v SERVICE AUTHORITY _ _,_______.,________ DATE -__-_
I 1 , \ RES)DENTIAL OR RURAL AREAS ZONING DISTRIC-IS 4� ALL SLOPES ANN OiSTURSID AREAS ARE TO BE FERTIL;ZED, SEEDED AND MULCHED," THE MAXIMUM
---.-- Y", ,�, 1� SHALL NOY EXCEED 1/2 FOOT DANDLE ALLOWABLE SLOPE 15 2:1 �HOR�ZONTAL:VFRTICAQ. WHERE REASONABLY OBTAWABLE, LE$S5R SLOPES OF DEPARTMENT OF ENGINEERING _____.______ DATE _
11 , ____.__
-------- I \\ "& " 1 15) THE BIUILD�NG, WILL, BE SOUNDPROOFED AND 2LI OR BETTER ARE TO BE ACHIEVED. PLANNING AND COMMUMTY DEIVELOPVENT, VATE. _
v - 2 AIR-CONDITIONEO, 5, PALT1.), RtP-RAP OR STA01LISAION MAT UNED CITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE . ....... _____________.__.,___ __ -
IT �:� �� f- - OF ENGINEERING, OR THE DIRECTOR=S , DATE ____
, � 'T -TT - __ ', 6) THE EXISRND STRUCTURES WLL BE DEMOLISHER, -kLBEMARLE COLINTY DIRECTOR DESiDNEE, IT fS DEEMER DEPARTMIENT OF ZONING .-,--.---��-.-,--��--�----"-,-..�---.� _ _
"
11, _, , /77�7� tl r rrTT , - .- "' IN ORDER TO STABILIZE A DR41AIASE CHANNEL.
�, . Trr, - 17) THE NIC�NERATOR IS E,P.A. *'PROAE�D AIND WILL BE, �
F .11, I - "I -f) F f FIRE OFFICER -.-.--I.--- DATEE
, � - , .1" - J.- , ; ALL TRAFFIC, CONTROL StIONS SHALL CONFORM WITH THE AR_Q,LtRA !L,�Lq�)Al r Ni�, ', Fj
, /17 _Q8 _
77 INSTALLED WITHIN THE 81JILDNO IN A CONCEALED - -,
_7 ,,� � �
,2 ' ' 5 - 7 - I 'Ir. - - _�L _F�t4_1RAL. I -.._._1__-.________ ___
S, ') I w , '� - LOCA'SON, I NiRQ1. IUS
i 10) , S 1, , m - -RE111k,
N57'36`15"W lao , � 'I 7� LINLESS OTHERWISE NOTED ALI- OONCRETE PIPE SHALL BE RONFORCED CONCRETE PIPE - CLASS III, BUILDING OFFICIAL --- ---------- DATE
i I8) THE FENCED YARD IS FOR DOMES i C ANIMALS, ______
E 12,00' / ;9) "HE PAVING MATERIALS FOR )HE SIDEWALKS WEI_, BE & ALL EXCAVATION FOR UNDERGROUND P�PE INSTALLATION MLJ',-,T COMPLY WITH C QSHA STANDARDS FOR 2,A,
,,, 45',--' CONCRETE� _�, 1HE CONSTRUCTION INDUSTRY (29 ORR PART 1926). ,,,�,
__ ;P"A� SEND - ,�, __
I
I
I
I
I
I I
I
I I
\
SCALE
I
, I �,� 40'
I V"', _�, -4-A. -
I �
i<11�
",�, ,
4��11
1v4,113N1ETtC
I
�,IEMDOAI
01 III A'o so
*____.__.o
---- _6 - _______"____"*�
I
.��HTE__RAMT
SCk.,:� !"=200n'
'CONN, -------
. , -
-�� I'll
�
,� -
I
I- - , 1�
I 11
15" R,C,P. TO CONMECT TO NEW
I .. .. I
I
I � , I
I 11
-.1- I -1
,01-i
R=50100
�z�xIiSTINC
SANITARY
TM. 45-!0901
L=90.59
�
� DR
SEA11E
I_1�0, GILRAY
11
I EIASENCN7
D,R 1600 P. 461
AND THE RELOCArED 04-2B.
? t
D.B 1600 P. 459 PLAT
I
I I
� `
.
EXIST�NG
�',�--�,
--�
S4WTA Y
I'll
� _-_____,_,..
- ,_ -
SEWER ,.-", - 1, ,�
--.--
i I 05-82'
FViSTING
WATERLINE
EASFtAEN T
WA -1 E,RL! N
'IL\ _--.-T L,---------- = TELEPHONE LINE - I � � � I � . � I I I 1- _1111
I I E TO RECOVE MANHOLE IS PRIVATE SYSTEM, ;� ','�, -,,
- � OR MANHOLES OVER 1, � � "I o f I At
5) SBL - BUILDING SETBACK UNE -2) V��D_av, St.. --I ISAFET) SLABS ARE REQUIRED F� I � I i , , EXISTING '
I
6) AUL PARKING SPACES ARE 9 X 13 (T'�PICAQ 10 FEET iN DEPTH, I �� " WATERLINE - +�'! , `�' ��
1�
I
S, I I . _��_',7 - C,q &
- � E A S EF M E N T �
� 4 � 71) ,7 ---- 7`1 = INDICATES SLOPES GREATER THAN 25% 25� CAT LiTTER IS PLACED IN SPECIAL S.r-.I. CONTAINERS AND APPROPP;ATELY I;I,EmOVE�_C i , " : , , 01.1 1 --,: � ". -, �� - V0
11 � 11
n �, r I I I I � D, 8, 1 4 Sp 0
I , . �
11 I FROM StTE BY B,FJ. � , T,M, 4.5-I09C2 P�20� r � t_
ZD C�l 2,�) ALL ANIMAL WASTE (OrHER rHAN LITTER) IS DISCHARGES INTO THE SANITARY WASTE I -_
,�'� �, �� L, L. C� LOUPE F � I �
't �, S�STEM AND IS APPROVED TO DO SO PER THE ALBEMARLE COUNTY SER=E AUTHORITY � D�B, 1'710 P, 499 PROP DSEP__J� 1 I ��_
U) L � y �
z .-I AND THE PWANNA WATER AND 1,EVv`ER AUTHORITY. I SANiTAR' -1
11 8) THE ALBEXIAF�.E S,P,C,A, QUALURES AS AN OPER,�rOR 25) ALL EXISTING DJ, IN SERKMAR EXTENDED WILL BE MOVED AND RELOCATES TO THE NEW D.6. 171O P. 5DI PLAT SEVVER I 'I , �I -
� �
"" CURB LINE FOR FULL FRONTAGE MPROVEMENTS, THE PIPE SIZE, MATERIAL AND SLOPE � ZONES C-11 �..��K!�f�ET, " 14 -
LJ f_, _,_,�A � I
� -
Z, �, , 91, THE FIET CFMETARY QUALIFIE'S UNDER THE DERNIT*N WILL BE EXTENDED TO THE NEW 0J. LOCATION, I.,..--- � �� ID,' "
� , ,:I lz� � I -- �
1\ Z �� - IN" THE CODE, 26', OFRKIOAR EXTENDED %,AILL BE RE-STFSPED 'D) PROVIDE FOR LEFT TURN LANE TO ", .7\ �� -
T.M. 45-109C '- , I THE A Ir RBE � I , �, -1, I " -
I , E2 o IO) 'ET CEMETARY AILL REMA.IN -AS IS, (UNI7,4S U .D PRO`0DE SAFE ACCESS 10 &P,C�A, FROM SOUTHERN APPRIOA0H, (V,DA)_',`, SPECIFICATIONS) I , I
', < =,� 11) THE SHEDS AND PROPANE TANK ARE, ACCESSOR,Y PROPOSED 11 -
I ASSOCIATES M �2 a- STRUCTURES AND WILL BE R ACED WTHIN I I SANITARY'---_,�+4-;;� �
DJ?. �-42 P, 699 < iiy, , ENGINEERING �
ROFIRiATE, SETBACK LINES, SEWER-"PORCE , 'J� � I�11_
:E 11.11, i 2� P-
0 ,
jqE ERAL ON�WZV ON. OTEL S E. T &M� I - S _CI � ... MAIN 10,
_!�L_ _Q_ - -al _N_ _fal�_�I� A � Niil'!)�K�'I, W "�'N �� -
12) THE NEW ENTRANCE FOR THE S�P,C,A, FACILIT" IS _2L 0___M MAICH INE I I �
. , L� I
- PLANET FUR I� PRIOR TO ANY CONSTPLIC'NON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, MCLUDINC CONNECTION TO 'TO'H To Si� T '215.37'
AUGNED WiYH THE C,E'.N7tRUNE O� MATCH TO INSET , , ,
3z DIRECTLY ACROSS BERKMAR DRIVF. ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPOR1PTION LOT 2 TMP 45109C� :1:.:-_.4__
PROPOSET' � - IS) EACH OUTDOOR LUMINARF EQUIPPED WTH A LAMP (VT)OT), THIS PLAIN AS DRA�%I MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT
SANITARY pj P� WHICH EDITS 3�000 OR MORE INITIAL LUMENS SHALL BE \N1qERE ANY DISCREPANCIF'S OCCUR THE REQUIREMENTS OF THE PERMIr SHALL GOVERN, I
� �, �
I
SEWER ,,�, '6 A FELL CUTOFF LUIMINARE OR A DECORAINE LUMINAIRE 2, Ai.l. PAMNC DRAINAGE RELATED MATERIALS Nil* CONSTRUCTION METHODS SHALL 'CONFORM TO CURRENT
'
� - OUTT -, AaEpFjc_�L�o K
I EASEMENT . � WITH FULL DIFF OPTICS, SPECIFIC41blIS ,AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED
I 10 14� 1HE SPILLOVER OF LIGHTING FROM PARKING AREA 3� ERID-90N AND SILTATION CONTROL MEASURED SHALL BE PROAIDED IN ACCORDANCE VATH THE APPROVED
. I , I z LOMINAIRES ONTO PUBLIC RONDS AND PROPERTY IN EROBC)N CONTROL PLAN AND SHALL BE iNSTALLILD PRIOR TO ANY C-i-EARINC, GRADING OR OTHER CONSTRUCrION- ALBEMARLE COUNT'v SERVICE AUTHORITY _ _,_______.,________ DATE -__-_
I 1 , \ RES)DENTIAL OR RURAL AREAS ZONING DISTRIC-IS 4� ALL SLOPES ANN OiSTURSID AREAS ARE TO BE FERTIL;ZED, SEEDED AND MULCHED," THE MAXIMUM
---.-- Y", ,�, 1� SHALL NOY EXCEED 1/2 FOOT DANDLE ALLOWABLE SLOPE 15 2:1 �HOR�ZONTAL:VFRTICAQ. WHERE REASONABLY OBTAWABLE, LE$S5R SLOPES OF DEPARTMENT OF ENGINEERING _____.______ DATE _
11 , ____.__
-------- I \\ "& " 1 15) THE BIUILD�NG, WILL, BE SOUNDPROOFED AND 2LI OR BETTER ARE TO BE ACHIEVED. PLANNING AND COMMUMTY DEIVELOPVENT, VATE. _
v - 2 AIR-CONDITIONEO, 5, PALT1.), RtP-RAP OR STA01LISAION MAT UNED CITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE . ....... _____________.__.,___ __ -
IT �:� �� f- - OF ENGINEERING, OR THE DIRECTOR=S , DATE ____
, � 'T -TT - __ ', 6) THE EXISRND STRUCTURES WLL BE DEMOLISHER, -kLBEMARLE COLINTY DIRECTOR DESiDNEE, IT fS DEEMER DEPARTMIENT OF ZONING .-,--.---��-.-,--��--�----"-,-..�---.� _ _
"
11, _, , /77�7� tl r rrTT , - .- "' IN ORDER TO STABILIZE A DR41AIASE CHANNEL.
�, . Trr, - 17) THE NIC�NERATOR IS E,P.A. *'PROAE�D AIND WILL BE, �
F .11, I - "I -f) F f FIRE OFFICER -.-.--I.--- DATEE
, � - , .1" - J.- , ; ALL TRAFFIC, CONTROL StIONS SHALL CONFORM WITH THE AR_Q,LtRA !L,�Lq�)Al r Ni�, ', Fj
, /17 _Q8 _
77 INSTALLED WITHIN THE 81JILDNO IN A CONCEALED - -,
_7 ,,� � �
,2 ' ' 5 - 7 - I 'Ir. - - _�L _F�t4_1RAL. I -.._._1__-.________ ___
S, ') I w , '� - LOCA'SON, I NiRQ1. IUS
i 10) , S 1, , m - -RE111k,
N57'36`15"W lao , � 'I 7� LINLESS OTHERWISE NOTED ALI- OONCRETE PIPE SHALL BE RONFORCED CONCRETE PIPE - CLASS III, BUILDING OFFICIAL --- ---------- DATE
i I8) THE FENCED YARD IS FOR DOMES i C ANIMALS, ______
E 12,00' / ;9) "HE PAVING MATERIALS FOR )HE SIDEWALKS WEI_, BE & ALL EXCAVATION FOR UNDERGROUND P�PE INSTALLATION MLJ',-,T COMPLY WITH C QSHA STANDARDS FOR 2,A,
,,, 45',--' CONCRETE� _�, 1HE CONSTRUCTION INDUSTRY (29 ORR PART 1926). ,,,�,
__ ;P"A� SEND - ,�, __
I
I
I
I
I
I I
I
I I
\
SCALE
I
, I �,� 40'
I V"', _�, -4-A. -
I �
i<11�
",�, ,
4��11
1v4,113N1ETtC
I
�,IEMDOAI
01 III A'o so
*____.__.o
---- _6 - _______"____"*�
I
.��HTE__RAMT
SCk.,:� !"=200n'
'CONN, -------
CURB POSITON, EXTEND EXISTING
,
_Dd� 4
- , 00 �,7 J_T
15" R,C,P. TO CONMECT TO NEW
Di -7A IMIH
D-29 LOCAUON� MOVE EW57NG
FLUME CONNECTION
Ei--7A BACK I2.0' ANO EXrEND
P-2.`5
DEPTH TO MAtNTAN TIHE EYSPNIG
TOP -51 2,1 6
INVERT ELEVATION. ALSO RELOCATE
INV=509,91
15` R.C.P, TO CONNECT THE Dl ---'A
STA 19+3,5 LT
AND THE RELOCArED 04-2B.
DI --2P
E'XISTINC D,I, BOXES WILL RE FRAME
k
j-�" `�,�.
`��
6 ,
1� ?, 11
I .
�1
I �1'
KURI 9, WtED(NER
I 5�,M k.
,
�
% 4L,
"o, )
v 111'
*���.�vw
z
Il
Io_4
0.4
W
E-4
�_�
L � --� 4' iAND COVERED WITH SOUD TOP. TDPI I I 7 co �o �
H=4,10 JOF COVER TO BE 1 1�'2" BELOA I , w
TOF`=51'I.q6 -0 SURFACE GIRADE, AIL PiPEI W I
___ ___ � FINISHP
Z"'. ____ EXTENSIONS WILL USE THE SAM' �
0 �It
Ll I- PIPE MATERIAL- AS EXISTS. I � I
0 X m z ______, _____ ...... ____..._.._1 __.__j
w w r)�
m c� zi I/ I � -,.,-, ,
30" W. �, ',� I
It� �A -, I I � I'll, &_4 1
�_k� 0- I � 11 I
Oj, �� I N w I
� 7, I � 1 14
w "', C, // .1, � �4 I I
,,, ;X < / i I
"'
____:Z� CL �z CONCRETE f � � I
',',_O 1- � "I � � I �: -W Z I
t -T ' , �,-, cy_� � j j , (n � U) I �
1:B',:: �,, I I
-1
�_ 1L.d C_e k -le- I I w r%oo
o &�, � I
I I II / 1'.W 45--112 �44
Liit"Z�L`j I , I STRiARD R� W,10�1, ,R. v
I I � �),B� �45.5 -, ,567 w 1
lza�w I 1 f , 0.6. 1485 P. 698 PLk, 0
;,19% N,5$�15�,4 ,,, � i � / I ZoN�D P-6 11-4 >
I i j --t--------------- 0 1
� � , I I$ � u
� F�g ,I I '/ & I
j i ,� I � " � e I z
� i�� - , Q
�Qj , ,� , �It 1A. 45,-112G I I
� ,
I'�j g ") 6._�L_�6 , -�, _" " 11 lis L. 0. I
P
R"Nu , A
a$ P 698 PLAT I I
0 i--1 , I
;� 01G-6 - I i OMQ �I
�_ E, --f,-O-,-j�� _J I - -
d� �� -...-- 1-1--t � _zDjN1 C', p "I
5 1� , �1 I 11 ILIN ENTN.�-, :
T., A Aws. 25�1"', � I I
I- ��
� !�L-. & , _______,.__
�
<L � � -ONCRETF. Ft I I (/5 ! I I, I �
I
X �
�, U, 11 � I
- �� I - 1 /
U ,�,
W , I I
to ,�
0
Q cI lq� 1 1
�k , ,,if"w 5, - - I rl
_,� P/ " �
_ - 11 I -, I � r,,j , i I I
,__ I f/� I I I
, j 'r �
� 4, 1 � �
I I �
0 J�-_PF,7s�� "o " I � I I I
- L=484,01 � Y I , I �
I I, I � 1
8 1 q I , :
R
I I �
a ,;,
I I, P, I z
0
09 I , f, A, ________j _______j
1<
CI A, � 1 u I
A R I �11181R S I I I P I i � I , i� FULL FRONTAGE
P� 135 f �_ Q �j
I "� C
$ W �_ IMPROVEMENT �
R 138 PLAT I � . Z �, JOB NUMBER , ��,
I I I < ,� - DETAIL -_ e
I Ij
.
11 I , I Z 6 1"_50' OO_Oi9__00 �
I I & 0� :
I ) - I
i I I �-,�, - ''
I � , I iI , � I I
I , �D 6 I
I � I -, �
I I I j ,-,-' I' r§ DWG. NAME
CL . - � I
I I I ,- "' 0I11SP5DWO I
� L,j < .
� I 1 Ip -, 1,
� I �` 6� .
I �, Io __ ______ - .
-,4 _7�,�pROVED 1�
� ,I I � E- g
��" I
I I "I : Ioe,IiRq & pQt ir,A)ft ^_ I
� I i 0 5 Abamaft C40ijt!EN�i � I
I I V� ,O Date: I,o, �Z,�� ___ I
_� , I I
B� 0 Fe, � I - -
I I I I i a 0 - 0', �L
I I I I E. [E .., - ),7-",-",-�'�",�,1-1,i�-�,,,�;:�� , I
I I T BY" ,�,
� � -le - � , _1" ,4E 'I,
�,,
, I , I
L, " �_111_111� .
I f I I 1. - _,!� 1 ii,�: -;1
II I i 1 ,,��, ,�� � Ili -mv 'I',
I INZ, i i "g "6 1 )i I I � �
�, I ) � I
J,�' i I I 4�2 / � ��, '� "
I I �`E, � I I �,�' I, ,� 1-1 D ,
11 I U, �
" �
. I�1� 'w "I 0 <� , "e I �
-- , - L, ,,,
� I 1�1
I , I ,I ��',D 01 ,x , -
- g j3 -< _,�3 1
1 118", , , �), � I ��', jll�
< (�Z, � � �', .,) ,,
" I Ili , tl'� :N v` '. ",\I
- i� , �_�
<I,-,��\", , -
I I' I " " � � -
I � "I
� �g ", � c� ", �'\'.� I
G 0 141 / , , ��,�,, ', I
,� �<,�� " I
I " 6, ,,,
I IS � a x 5� , 11 "I _)� 11
cqi Q� 0 I�) C, "
�,
I � 1i W, Ix cv, n\-, �, 1��, I
I � I 01 r�" .1� N
,
1 ,
� I 1� � 0 �I, .. , ,,, I 11
�,,, (Sl` I ,
,
, 11�1 1, � 11� 147, 1 SHEET "I' I I'',
:), �, I I I
'
'
I " � ��,� � , - '' I ,�
,,� �, �_, _ 1 0, F 5 � 11�
, - I I I � � I I
1.1"�... 1.11 _� I I �
I
�
�!.;�,1_11` I I ,�,��
11)
I �,��,
I
I
I I
,
I I
MA'CHUNE MATCH TO SHEEI 3 _'R` 5 AN
1,�,Y, P�,
tri It4TB
2,
S FA 18+n7 LT
si P
q
j, ✓tii i I
j
"ICORFOR ATi ON
D
R�10�0 11"K H._,_ 0
V isf_P" �f
INV=605�55
'101
FJ 543,5 p
i!d�j'
✓ Y
5 ,,7GV
sp
A
MAGNETic
ERIDIANI
M z",
H 'DRAN1
YDRANI
20
0
I qj
1. o, I!, p o,
CO
T>
PC
P,, 'POSED
18 •MESTIC WATER
F5" PVI� '-ANITAR)'
4" WA1T-.,RIJNE
IS REQUIREC UN T�IiC: QOMESPC WATER I NE, -1 -WE -S
S �`,�L _R LIN;
Sr
6
A Z5 DRARY
IN RP7 BACKFLO�v PF`�EVFNDON
A DEVKE
Nl� TENIPu
V, I, E,
2 14-0,p f.
A_
'A
F001I
YARD 0
B-10,1 "T 13 RO�D
_1_7 GZVEL
s�
4-_
PN,"Tv!VN i -j
D)
A)RAKN
Qf) '�C,11
V_
v
OVE RFL OW
RVATK�Nl
10
CONSERv
BE
�--_, �, o- w,w, a � �""� ,.,, ,� �,«. �?. ,� ���...,,. .Ar�WE t .,"-'�-� ,, .,.--'"; ,� { `Et', t' � ;a"' � � ✓""� ���`
%
AREAin //x
OO� V /-7
EE�x
\y/
's AR
v
`i
A,
Ab
7 _j
t.
V AQ
Vz
11 If
z,
5-
Sx
%
zs
7ff.
91GRETE161011q
%
D1 6 _ , 1- 4
�,9,8 PLAT
j 488, r
9,6 3 A,'_',RES
VAQ
'Afl1IS(IYP,)
rh
am
ROOF DR
- ------ SEE Y 7" RED
",0' SSLerr
A ... ...
PROPOSED
1C,
MAY 1 2000
APRIL 30, _001
m1kf 10, 2a) f
,IJ fit3, 2,001
SEPTEMBER 6, 20t7
7
�I ifSFPTEL SERMCEP 2'
81 "XII
SCALE
KURT m, MEC051
5649
A�
PAS i , 5 1 1 ,
io'XIO, 7. PROPOSED 20'
'.E AND,
C8THIcl�, co"NIC.) DRAINAG
, " 11 1 ACCESS FASEMENIS
PROFIQS[��D DLIMRSTER 6' HIGH PRES,SLIRE I :cb'. (AS SHOWi0
22 4D ,'6.EAN0Vr\ �,
PRIOPOSED 2� ' XZ
APPROACH, PAD IRE
ATED SCREENIN,, FENCE
DRAiNAGE A
O'XIO' , , �,\ -�` Z)I " - I— I 1 44
'HICK TO)NC,) Ac
kAs IV,
7
SI1,,IESFD BUFFET, c,'NE' AROUND ENTIRE PROPERTY q -44'
rr V,
ABOW POTTOW
P R r 10 NID
20 A KING SE BAX A uY6
4
Y\NG Z
- - - - - -- - - - - - - - - - - - - - - - -
7 5S
58 Y. 5'
Il'04'44"W
2,0&40' WATERLINE EASCmF:JiT
D 5,1427 P,613AILATP 'iF P-4
9,1488 P,6981 PLAT co
NO
2 07'
It
AREA OF' CONSTRUCTION 40_`
PROPOSED, 20.0
E-4
bRAINAGE.F SE.NIEN7
T.M45-88 W
1"' BOARDS 'A
STAGGERED BOTH SIDES 0-4
FIJGCNE kPLANDIEFISON NOTE,: ALL VVfXS) TO BE u
UGHTINO Pl,,IS.TWN
D , B, 1105 198 6"X6" POST PRESSURE TREATED WATCRO�Af' co
-6 -ENCE TO BE ._EA SIMEN1
ONED R A 2 X4" SPACERS PINE. I
I
V HIGHER TFIAN FENCE, D,31429 4N -V- IN N
1a208 PLAT It 1Z
�A
R ;Z�
2',X4" TRIM
r4TEST HOLE LOCATIONS. E E,
z
6" 021 A BASESTONE
2) FOR GEOTECHNICA1. DATA SEE GOOCH _4" CONCRETE E-4
ENGINEERING AND TESMNG REPORT
DAD WX16' E-4
ATFD ARRII, '20, 2001, Glmgll,
'41
SPACER
____ .. <: --- i 7001INC
BLOCK 2'X2'X6"f may'
E),)SriNC
fi
WATERUNEI-
-A
,jTE__EF_ _CE_DEjA
J1 �iE�D_Q!L_A_
N.T' S. N'T's,
PROPOSED SANITARY SEWER TIE -AN" DETAIL EkSTNG
WATERUNE
L. 2A
o 8,2,08 PLAT
EASEMEKT
TJM. 45-10902 X
L L. C. LOUPE
D.8, 1,710 P. 499
P� D 6, 1710 P, 501 PLAT
ry 2ONE'O C-1 PROPOSED
SFIAER
PROPOSED
TM, SSANVTAAI�
Z EAFR FORCj 45 �Cl MNIN
L.,L,C, CfLRA) M o"
D,13, �600 P. 461
59 PLATw.
A T C %L n'l F N61'02'3i"W
�600 11, 4,
LOT 2 TMP 45-109C,1 2 15 �3 JOB NUMBER
H
i.rvi. �-5-109C!
L.L.C. C-IRAY
0.6, 1600f P 461
R- 0.00 0�6. 1600 P. 459 PLAT DWG. NAME
L- 138
EXISDNG
61 1 0 1 9SP5, DING
SANT
I �AR)
ct V.L.tASEMENT
A.2
z777 :7
PROPOSED
SANITARY
'EWER
EXISTING IS 8' TYPE 21 A
f 'ATE 1-4
SFMEN1 AGCREG
EA
SANITARY'_---,
SEVER
R�
GA-D-DITAIL
77-
77
�7, T 7-
. .. ... .....
Ell
T 1- �7-
J_ J_,
/ __ I - I
N
-L--L-L
. .... ......
7 7-7-177-11--r., 2' 2'
S3224E"W T7_;
STtNc L
E x I
WATERLINE 10,662' �777, DATE c�
J1 7 ALBEMARLE COUNT� SERVICE AUTHORITY
EASEMENT
S,32'23'45'W , T DEPARTMENT OF ENGINEERINIG DA7E
777 5,
-Y DEVELOPMENT
TING AR
N57*36 5
'NAT I PLANN�NG AND COMMUNI'l DATE
SPLINE SO
12, 00'
2*23'4E'Ak1
4
118.07, DEPARTMENT OF 70NING DATE
END
DATE
FsRE r1Ff
SHEET
BUIFLDING OFFICIAL RATE
OF
J
ILI
Pka 1
el Q
Di
T
Lj 51
jj
11
I�S T
�_�5 42
p
Iia
C,)o
J L51
KURT m, MEC051
5649
A�
PAS i , 5 1 1 ,
io'XIO, 7. PROPOSED 20'
'.E AND,
C8THIcl�, co"NIC.) DRAINAG
, " 11 1 ACCESS FASEMENIS
PROFIQS[��D DLIMRSTER 6' HIGH PRES,SLIRE I :cb'. (AS SHOWi0
22 4D ,'6.EAN0Vr\ �,
PRIOPOSED 2� ' XZ
APPROACH, PAD IRE
ATED SCREENIN,, FENCE
DRAiNAGE A
O'XIO' , , �,\ -�` Z)I " - I— I 1 44
'HICK TO)NC,) Ac
kAs IV,
7
SI1,,IESFD BUFFET, c,'NE' AROUND ENTIRE PROPERTY q -44'
rr V,
ABOW POTTOW
P R r 10 NID
20 A KING SE BAX A uY6
4
Y\NG Z
- - - - - -- - - - - - - - - - - - - - - - -
7 5S
58 Y. 5'
Il'04'44"W
2,0&40' WATERLINE EASCmF:JiT
D 5,1427 P,613AILATP 'iF P-4
9,1488 P,6981 PLAT co
NO
2 07'
It
AREA OF' CONSTRUCTION 40_`
PROPOSED, 20.0
E-4
bRAINAGE.F SE.NIEN7
T.M45-88 W
1"' BOARDS 'A
STAGGERED BOTH SIDES 0-4
FIJGCNE kPLANDIEFISON NOTE,: ALL VVfXS) TO BE u
UGHTINO Pl,,IS.TWN
D , B, 1105 198 6"X6" POST PRESSURE TREATED WATCRO�Af' co
-6 -ENCE TO BE ._EA SIMEN1
ONED R A 2 X4" SPACERS PINE. I
I
V HIGHER TFIAN FENCE, D,31429 4N -V- IN N
1a208 PLAT It 1Z
�A
R ;Z�
2',X4" TRIM
r4TEST HOLE LOCATIONS. E E,
z
6" 021 A BASESTONE
2) FOR GEOTECHNICA1. DATA SEE GOOCH _4" CONCRETE E-4
ENGINEERING AND TESMNG REPORT
DAD WX16' E-4
ATFD ARRII, '20, 2001, Glmgll,
'41
SPACER
____ .. <: --- i 7001INC
BLOCK 2'X2'X6"f may'
E),)SriNC
fi
WATERUNEI-
-A
,jTE__EF_ _CE_DEjA
J1 �iE�D_Q!L_A_
N.T' S. N'T's,
PROPOSED SANITARY SEWER TIE -AN" DETAIL EkSTNG
WATERUNE
L. 2A
o 8,2,08 PLAT
EASEMEKT
TJM. 45-10902 X
L L. C. LOUPE
D.8, 1,710 P. 499
P� D 6, 1710 P, 501 PLAT
ry 2ONE'O C-1 PROPOSED
SFIAER
PROPOSED
TM, SSANVTAAI�
Z EAFR FORCj 45 �Cl MNIN
L.,L,C, CfLRA) M o"
D,13, �600 P. 461
59 PLATw.
A T C %L n'l F N61'02'3i"W
�600 11, 4,
LOT 2 TMP 45-109C,1 2 15 �3 JOB NUMBER
H
i.rvi. �-5-109C!
L.L.C. C-IRAY
0.6, 1600f P 461
R- 0.00 0�6. 1600 P. 459 PLAT DWG. NAME
L- 138
EXISDNG
61 1 0 1 9SP5, DING
SANT
I �AR)
ct V.L.tASEMENT
A.2
z777 :7
PROPOSED
SANITARY
'EWER
EXISTING IS 8' TYPE 21 A
f 'ATE 1-4
SFMEN1 AGCREG
EA
SANITARY'_---,
SEVER
R�
GA-D-DITAIL
77-
77
�7, T 7-
. .. ... .....
Ell
T 1- �7-
J_ J_,
/ __ I - I
N
-L--L-L
. .... ......
7 7-7-177-11--r., 2' 2'
S3224E"W T7_;
STtNc L
E x I
WATERLINE 10,662' �777, DATE c�
J1 7 ALBEMARLE COUNT� SERVICE AUTHORITY
EASEMENT
S,32'23'45'W , T DEPARTMENT OF ENGINEERINIG DA7E
777 5,
-Y DEVELOPMENT
TING AR
N57*36 5
'NAT I PLANN�NG AND COMMUNI'l DATE
SPLINE SO
12, 00'
2*23'4E'Ak1
4
118.07, DEPARTMENT OF 70NING DATE
END
DATE
FsRE r1Ff
SHEET
BUIFLDING OFFICIAL RATE
OF
B10FILT Ll.R DETAILS
- - -------- - -
C�LEAN-CQIT B10FIL",VER
cV` x.PLAN
MAGNETIC ALTERNATE Df --7
LOCAflON rO
0' E "ROSS SECTiON
LI vxr RE E 'CLEAN-OU'l
2: 4;) S DID 7URIP
S E E NO FE 1
17 SEE OPTION 2
VEGETAlIVE. COVE.R
s
PAIVEN E DU
A-,
SRAM INLET.,
SEE NOTE
'ERFORA"IED
p� 17 SLOPE
i qIN
kWN
DIE
fCLEAN
-4 - r 'E'RFORAIED P,V.C,
UNDE�BTRAIN GRAVEI PF -E SLOPE TO
M43, 1/2".-l') DA, OR �>TORM DRAW
fN FILTER FABW PIROViDE ACROSS EN7YRF
WD)TH 0 E) 7, O.C.
1. THE NEED FOR ADDITTONAL. PA\TNIENT ERCGON PROTEC'TION
FROM E(K'�E OF PAVUMENT iI) BOTTOM 01' q�()R-�-Nfle)N PREA
SAND/30% 100 SOF L
207l,', LEV, MULCH
OPTiON 12
TURF COVER
STA 22tl5.3! 1-T
D;- 7F WTI f FLUME
I-
T
c.CONCRF TIE
I STOP FULL FRON74GE NWROVEM,-'NIS GUI "TER
'MUST PE EVALUATED CN AN iNDPJIDUAL PROJECT BAS=S,
2, PRO�PHLH C -C` PONO�NG C)FP-TH TO 1HIE OF AN 1) HE 00---RETENTQN FQ-TER MUS7 )EIE STA R4IJZED AT 'PHE PROPTERT' LIN E AND PA�IE
;VEI��!.SW �TRUCTURE, OVERf-LOW S-TRUC�TURE MAY BE DA, IN WO -I SOD ALON"," WITH THE rREES AND/OR SHRIJBS TCU POR,�RY " TA,;ER TO FVE q- DROP
AREA P -i. IN PAVED AREA 0-,4 USrEO ON TD E PLAN. INLE7, PA�W STRiPE THIS CEWORAR� TPM POR ARY
L�T_
ON_ Y�E S��HAP 70 STABLE CIiA�NNEI- OR STOR DRAIN.. 2) THE RIO-.PETENT!ON 8ASjN �S NOT TO BE CONSTRUC-,ED TAPEP 1 V.11.0 T, SPEC�FICA PC`NS.
UNTIL THE SITE 5 ADEQUATELY STABILIZED, ACC0pD!NG
EASEMEN I
TO WATER RESOUR CES PER SONNEL (804) 296-5851.
3) rHE S��ND/50,IL/LEAF MULCH N-\TER;AL MUST BE INSPE CTED T,M. t5--:IY
ES PERSCN,01EL LEFT STUARD R,'�,'W)OD, JR, ROF @;,00%
SY WAl"'ER RESOURI, E iNSTAIA.4710N I,p/
0 H -TION R4SfN. (834) 296-5861. D 54 P 420 PL�Al
F T' E DIO-RETEN TEAPORARI\\
ASPH4
\CURS
h
1�5' ORAQ�NC'
A-1
---- ---- P,A,
A� TREE
1 1--- ( f
TV
CONSER\,"ATION
AREA
' S—W
0 Ll '21, 21
"D F�
I/
R4
D
f/
b
C,� +
-T
�7
EXTERIOR STAIR -kNil) RETAINING
NAALL� -21MALL
N.T.S.
-Npn
N
7
SHED 50' SS'
38
b?,
kr
X
GIDME rARY
j
I
IT)
lbi-
DPANNACE
I
EASEM',,�N F
7)0�
L-4
,613 PLA1
BENCHMARK t��E � /
KIN
f
P�NE 7E P
W,, Lj BE
549,85
j
11 , "I "/, " �/ / 1 10.0,
I RELOCATED IN THI'
ORAVES
AREA
R
N
'I F'A S E M E N
A
H T'l
jJ Grp
'A
R =5755,50
6�
W
'-72
IF
T"
L i -N'T
-NE EA S E Ml E.
J",
f-// R ;IRL -t
Rc?
WOSED TREE
XREA
CONSERVA11ON
W�RANT/,
c
MA� 2 v
----------
Nt, �l I 1�
2- 2",
...... AlL
NIArCHLINE MATCH F9 SHEET 3 OF 5
lr It
it
100Sl ACKING LANE
AND 900' TAPER LANE
(1-UTURE)
STA, 22+.00
DI -211
J_=Z,
H-4-30
T,DP-5�5.78
ffi
T,M, 45--`12
STUARD RWOOD. JR.
P', , 7
D.El. 1453 D, 6
D,B4133 P. 611,18 PLAT
ZONED '%--6
to
B10FILTER
VEGETATIVE COVER
OPM,')NAL SMALL
OR MEOs'UN, 'IqE'-S
Mc I lli,wl
T.Ml 45- t12G
SOD TUR�
W
V
's
0,
OVER
SAND/30% 100 SOF L
207l,', LEV, MULCH
OPTiON 12
TURF COVER
STA 22tl5.3! 1-T
D;- 7F WTI f FLUME
I-
T
c.CONCRF TIE
I STOP FULL FRON74GE NWROVEM,-'NIS GUI "TER
'MUST PE EVALUATED CN AN iNDPJIDUAL PROJECT BAS=S,
2, PRO�PHLH C -C` PONO�NG C)FP-TH TO 1HIE OF AN 1) HE 00---RETENTQN FQ-TER MUS7 )EIE STA R4IJZED AT 'PHE PROPTERT' LIN E AND PA�IE
;VEI��!.SW �TRUCTURE, OVERf-LOW S-TRUC�TURE MAY BE DA, IN WO -I SOD ALON"," WITH THE rREES AND/OR SHRIJBS TCU POR,�RY " TA,;ER TO FVE q- DROP
AREA P -i. IN PAVED AREA 0-,4 USrEO ON TD E PLAN. INLE7, PA�W STRiPE THIS CEWORAR� TPM POR ARY
L�T_
ON_ Y�E S��HAP 70 STABLE CIiA�NNEI- OR STOR DRAIN.. 2) THE RIO-.PETENT!ON 8ASjN �S NOT TO BE CONSTRUC-,ED TAPEP 1 V.11.0 T, SPEC�FICA PC`NS.
UNTIL THE SITE 5 ADEQUATELY STABILIZED, ACC0pD!NG
EASEMEN I
TO WATER RESOUR CES PER SONNEL (804) 296-5851.
3) rHE S��ND/50,IL/LEAF MULCH N-\TER;AL MUST BE INSPE CTED T,M. t5--:IY
ES PERSCN,01EL LEFT STUARD R,'�,'W)OD, JR, ROF @;,00%
SY WAl"'ER RESOURI, E iNSTAIA.4710N I,p/
0 H -TION R4SfN. (834) 296-5861. D 54 P 420 PL�Al
F T' E DIO-RETEN TEAPORARI\\
ASPH4
\CURS
h
1�5' ORAQ�NC'
A-1
---- ---- P,A,
A� TREE
1 1--- ( f
TV
CONSER\,"ATION
AREA
' S—W
0 Ll '21, 21
"D F�
I/
R4
D
f/
b
C,� +
-T
�7
EXTERIOR STAIR -kNil) RETAINING
NAALL� -21MALL
N.T.S.
-Npn
N
7
SHED 50' SS'
38
b?,
kr
X
GIDME rARY
j
I
IT)
lbi-
DPANNACE
I
EASEM',,�N F
7)0�
L-4
,613 PLA1
BENCHMARK t��E � /
KIN
f
P�NE 7E P
W,, Lj BE
549,85
j
11 , "I "/, " �/ / 1 10.0,
I RELOCATED IN THI'
ORAVES
AREA
R
N
'I F'A S E M E N
A
H T'l
jJ Grp
'A
R =5755,50
6�
W
'-72
IF
T"
L i -N'T
-NE EA S E Ml E.
J",
f-// R ;IRL -t
Rc?
WOSED TREE
XREA
CONSERVA11ON
W�RANT/,
c
MA� 2 v
----------
Nt, �l I 1�
2- 2",
...... AlL
NIArCHLINE MATCH F9 SHEET 3 OF 5
lr It
it
100Sl ACKING LANE
AND 900' TAPER LANE
(1-UTURE)
STA, 22+.00
DI -211
J_=Z,
H-4-30
T,DP-5�5.78
ffi
T,M, 45--`12
STUARD RWOOD. JR.
P', , 7
D.El. 1453 D, 6
D,B4133 P. 611,18 PLAT
ZONED '%--6
to
1
Z
T.Ml 45- t12G
PLANET RP4 HL, L.. C,
D . 1667 P 183
D,F, 1458 P, 698 `La!
ZONED C-;
--- U77 -
MAY 12, 23210
S AL
op
XURI M, GIOEVNEIR
iq &
REVISIONS
ccllll
;JUNE
_ ::coc,c
d. c_
MAY cl e7C'i
Bf'Y. .k
ALSENIARLE.Y C .ICdr,___._...._.._...._..._._..._....._......_._._...__...._. ...aTE _E,tr'A:�n
UN'Y 1EhRV' A, trC
C F P r + N i : N 'I ____...._ _ _._..__.._ _. .
_
N ,'
G'Y_HtVTM.,*`I.. Ai4„ G,?Aah7C kvl7r a7E'. ieC_.tC c.�t, y,.t lk.
5ao
1 ____._.__.. _ �._______ _ . _.1 hr_ r . �$
...__.__. _ Err ,°Ur�iNC, _ .. _ M
( 1A,
j r _---
.
Th
R..o i z' w d I s r.:.. II^1.,Nw t .C9 A;. _......__.. __.-_'-___._......._.._..-._.,,.._,..,.._.. __._......,...___
5,50
55.�
10, +CC 1! 40,1 I2-'.001*;+CC, "4+01C uC
# I HEDSTORM SEWER SECTION
FIT
Di
'EQ 9 PRO LE
Yh 21.01"
HOR" ",4 #! F' CO. .
LS—
PIG.C
;
k i Al 6_25'3% EG -1
tP, C,i
Vit, p.. di �q y u7
N °OC7i_ { TOP ah�6iM
Y3 5C0 SIi "'._.cS 5.37
-70 t
C.)0
���>1Tc1na
E
PONANC.
AREA,
=5,'11,87
PONDING AREA DETAll,
44"�MfN.
;$
f (2:2.5" FOR ('OMPOUND METER)
{
d (2111.`h FOR COMPOUND METER)
37" M
�.._ .._ W$NGN T LDCKs c d i'
" 7 ? MIN. j hS,`5e:MBL't'
BYP SS
7. PROMDE ,A': d Ti9tCK GRAVEL BED HCNECA"H THE METER VAULT
2. MINIMUM WALL T1iICi NE S FOR PRECAST ST t R POUR --IN I LAC AUdt S 5HAL1 BE 4"
MINrMUM WALL THICKNESS FOR VAULTS 'CO TRUCTED OF MA ONAR'l BLOCK SHALL BE 8'.
T. "rHE ,341i'SIDE OF THE VAULT C S i t W GRADE. SHIALL BE COA rE.R WITH AN AP RCtI D
WATER PROOFING COMPOUNC7 i
z Y p d c Al__.i, ETER v Atj d4T7 i_ rd I"
NTS
FI W-7{
u c..
55
4
2.
COPPER
PIPE
53
v4xzya, �x�v
.510.00
16> 10,
m
5c
40 5
30 5
0 a- OU 7
12-4-00
13+00 13+23.22
POTABLE
WATER
LINE
PROFILE
HOR)ZONTAL
SCALE:
1' - +40'
VERTICAL SCALE.
I"=10'
IE"x3o'
APHaNC
^1 r CVC
AND VAL'
r1, 00 _
5, 50
30 r
- 540
j
cv f+ ia7 i � i Z 3 Z' 1, wY
i
1 Z5
C = ? 1 I a d.
IT
{ � � +1 , �}IN
I i i�
IN
5100
.;'t t1 -- I -ten'--
IN41 CU17 519 52 u9 ,3d% !EXtSTING
1P ��;i-w �i G'i 1 C i #N�? i a t` ,�2
l''4J'k t r5L1tkl_ b o I, h A P.
__...... _...__...,. y
494.0/3 1'4 °L t F.,-� 1' I:a , i I �``� j '_a r i
4
STORM SEWER SECTION
Dl�tlQ TO CONN' 14 PROFILE
HOZONIAL SCALE:1 40'
VEPTICAL SCALP ='C'
10+-00 19-x00 124 00
FORCE MAI
PUMP STATION TO
EXISTING MANHOLE PROFILE
+CP 1-s NT.AL, SCALE: f'=440'
'✓E nCAL SCALE ."=10'
4506� 120
,
r ,c;.
Ci EA 4i�1a l:�'.3.5 "'"j � .
YYATERLlh5E ^ C"
u.pi ai �yi
1�"J x4;1 i 10+32.88
! .sRIZ N d s r '._40'
54!
a iI n tr =u, r Ca
aI
S CJ LA5 S yn1 4ivT
W A Tx R I ,E I „ ' 0G' R,+ P.
x,aac ley C u
500. c
01
l+X's vVai�
13+00 13,46,00 10+00 10+2s,00
1"3: v31u'y
ORM SEWER SECTION
DI '13A TO Dl -'113 'F)ROFILE
H�oR$aoNTAI SCALE 9 -ACT°
VERTICAL SCALE. !"-`,0'
EAs1'rNC;
GRAD - i,
C 'y $ E�-�1 ^h E;E:Pdl75 I
13+73,24 lFA,ESl
�J FE
67A, SEND
Li S
4�111 SEND ,t Ta, 141-+o2,1
ClRELLASe 1:+251
i>rA i f d
1
Sata
(._._'": '�'�' � :s a A. 15+48.51
St L.t. F
f �,slYf;(1 E.. SEND
!
t'S (�=k. 1(}..:. vCQ.4y . f i
, TORN r_ SEWER W � . LIti
E
( n 4 BEND l ....r t ..^'r".. .r` e 'S 7.? r -g J '_i^:.
itJ} M.R.0 SEWER
i �. CaTA. 11,67A ,., u.,.. , N -Y„.✓ �l\`,""� }}t f � � Ai C- E^ �l"x'�,. ' n-. CD#3..�..t'7
a.��`J I FIRE '#YgRAN1 12" MIf
fit L)
..r 0
144
i'Tri1 }-t (t �i. 1 1
E, "'" d . "Z" Colts t rCAT3(?$i CCi„R 6"' .V.(,, S.ASJl l"ARY EW6CR
"I'll 11}C'L�E WATERL$N. " 1
T 1r +CO t) i
.—
4'*}y.,.._ alCY 'd'N x,M c'v Y"Ni 'Sk d'i d' M'SN7 ? M7 NNS !d I4V .i M �•`A ('RF'
11hIX "
fl�sC1 u.��4YJ u7`L1 k'7 tf) US u'7 a jfi'9 7 W'� aAx�Ki ti"1�iCk 'S�uY :s J15Z} u3j u"s cCT u'Y
10h00 11.00 12+00 13+00 14+00 15+00 16,-00 11,+94,4
FIRELINE PROFILE
F ORO ON i L SCALE1"040'
VER11CAL SCALE, 1'=10'
540
^30
5012 00
or Z
y
GATE
-_ -,
SCALE
Sao`
�r`gTtitsx QAC
mit, ac
�'WL`r�n�au obi
A -
JOB NUMBER
0 4-,,0
DWG. NAME
PUMPSTA.DWG
V
�} SHEET
o
trig Y1 11 1
'A E) A"IIL tLA.L, L
Hl',H '0a7Cr, k,,FRM
PUMP #2 DIN l
�
APPROACC, 9Y THE HIS HAS BEEN
SWIE HEALTH DEPARTMEN-i-
P,- REACH
HOIST
C� D
Ps`"
LIFTIN,,3, HEDHT
4' M,*I,
HINGED ACCES', DEOR
I`21�11R,010.M CIA,
k -UK OR STEEL
_P01-111ABLE HCM
17 L-\. A -,N 1,30PL)u
jmm,ININC SOCKE'll
-----------
0
q -
A,
A,
A S R: Q -1 R E D
i-IFTING
— - ------- – ------
Hl',H '0a7Cr, k,,FRM
PUMP #2 DIN l
�
APPROACC, 9Y THE HIS HAS BEEN
SWIE HEALTH DEPARTMEN-i-
P,- REACH
HOIST
C� D
Ps`"
LIFTIN,,3, HEDHT
4' M,*I,
I`21�11R,010.M CIA,
AL UK OR S EEI. BASIN HATCH
DOOR
0
q -
A,
A,
A S R: Q -1 R E D
— - ------- – ------
71
'DDER
0
A
AS r1rclID,
5=1
n
---- - --- - f Vi
-------
r
2 1 Q.1, I-, (HI, IH' BE N' S T P CL Y E 1 WiL NE� b B) M3
U
gym
SFRIOSV
VALVE
281 )In LL
7",7-7, �,A'
2' GIATE VALVE
Z'LAI",E \LL'vE BOX !7N UNDISTURBED SEP-
NTERNIEDIATE RAIL SLIPPORT
FEE OF L �iF L",
IA" ON IZ REGIARED FOR F,,CH 20 �-2' S�VDG CHECK VA0,E,
PAS�N DEP. H YN EXCESS CT ac FcFr�)
6-JIL
MSCI, PIPING - CAN BE
GALV, STEEL EF,�, CjCTjI._E 1AL]IN
I i�'21 SO PIPE GuIDE RA.�L.S
MLIST LE PLUMP
GRINDEI;? PiMP
7
2DISCHAR';F
A 11 LIFT-OLIT ASVALVE
ECYTOM OF Ba SIN MUST FiAVE SMOOTH
TR, ELESUlQ. FACrSOMTG, PnRT CAST,
NI�'
CHARLOTTE SV i LLE /ALBEMARLE
S.P.C.A,
SANITARY SEWER PUMP STATION
20, 4 vIRE
SERVICE FROM
DUILDINIL]
42011,
Tess
1/21 ONDUIT VITH
AND 1 FROUND
T lR AN S I:- OR IME'liP
2 1/2' CONICOT ';WITH 4 #1
AND 1 342 GROUND
200 -)MP DISC'ONNECT
1,2 GUOUND
SPARE
CONDUIT AlITH
4 41 AND 1 #2 GROUND
f FLt
JMP PANEL
GROUND
MOTORS t
SPAREl y CONDUIT WITH 3 #6 ND
#6D
GROUN 3
20811112-10 VAC, CUNTRACIAR PROVME T A'D
STARTERS, DISCONNECT,
AND EVER CURRENT
PRO ECTIVE DEIvICES
,200 AAIP
LTGHT G F I A E C 1 At HOISN
I-. -- AND LIGHT
PLitlP CONTROL PANEL
ALARMS PUMP CONTROLS:
ONE LINE DIAGRAM
MCO' TO SCALE
I
REVISIONS
JUNE, �,,C420
WHIZ 12 , 200C
I, Et>RQARY A,
, �
AMU_
4Ql/ 10, 2,001
OIIL� 60, 21,11
"PTEMFER 6 ',001
_11I U,' 2111"t
A,
i !=:I l 1=1 I 1=1 1 i i 11 1 1 . ...... . f-- 1� \
P.SJ.
I fp rf"NI,
C, s s � 0 1,
2" 1-1 DY1,
:HiGH-01014SM' PID�NETHYLENE, TUB�14,0,
x.
7
2'x2' "
CONOREI-E BLOCK
CHARLOTTES VILLMr. /ALBEMARL-E
S.P.C.A.
SANITARY SEWER PUMP STATION
)TAI
ALARM LIGHT AND HORN
cAAJDIO_VISUAL�
NI
SO A `,Tl SE)DIUM L"SGHr
FREAlED 4' X 4' A DY POST
TREATr,'D 2' \ 6' BOARDS
PUMPsciRFA'ED "TO POSTS
j 2
111SC PANEL A d CONTRIOL w
U Ii PANEL
j f c,
< SEALED JUN,`,.TVDN, 14OX
L
GFS
METER AND CT
CABINET ON REAR
1-,77j
TO POWE
PANEL. IN
BUILDING
CONCRETE FIII)TINIE
GROUND RODS
TYPICAL ELECTRICAL EQUIPMENT ARRANGEMENT
NOT Tf) S('ALL
aa,
i, w()RK SI-1,Mj- BE SUBl TO INSPECTION Kit ALBEMARLE COUNT", SEP"ACE.
AU Mf i` SPE 'fHt WILL PE PESPCNS6LE FOR
NOTF)jNG THE PROPER SER, ICE' AVII-IORIT', CIP-WiALS Ar, 1)-+lAR! OP
WORK,
2. IHE LOCAT',0N OF' EX'STING U10 -Df.$ ACR,_'SS' THE LINE T�F THE
,
"IROPOSE0 E C_.SSARIL) SHOWN ON THE PL 1 'N, AND KHER.t--,
NOR)< AIR NOT NE
SHOWN, ARE ONAPPRCXIMAJJ�"�,�' CORREC7. THE CONTRACTORSH'ALL ON
HIS OWN lNMlAlVVC LOC,,TE �ILL U?qCERGROOND LINES AND STRUCTURES As
NECESSAR Y,
ALL WT_L 'LS AND CONSTRUCTION SHALL COMPLN WITH ,.ENI RAL WAICR
AND SEAER CO3NSTRUCrLFN SPECIFRC,A`IQNS AS ADoPIED BY lHE ALB:MARI_E'
CO(;WTY SERVICE AUTHOR M ON J 5, 1998
4DATUM I`Or, AILL ELEVATiONS SHCOAN it NAIISN. AL. 0-1-COEY'IC SURVEY,
5. rHE 1,`OMRACI'OIE SHALL BE RESPIDNS;SLE FOR W3,111"YiNG' "1.V5S, UPU'T"
(I - 800-- 5-2 - 7001).
6. ALL WATER AND SE%7.IS PR`ES SHALL HAVE A MIMMUM OF 3 FT_ OF, CO IR
MEASUIRED FROM FHE 70P OF Plt'F_ OVER THE CErqTCRLINL oF PvE. TMS
INCLUDES ALL FIRE HYDRANT LNES, SERVCE LATERA'LIS AND WATEPLINES, EIC.
ALL WAIER AND SEVVER APPORTLN,*CES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES
VALVES, ON DEADEND I-INES SHALL BE RODDEP at PROVIDE ADEQUATE
RESTRAINT FOR THE,' VALAE' DURING 4 FUTURE E.XTFN90N OF I)-ic , 54E.
DATE
MAY �2, 21000
SCALE
JOB NUMBER
W-019-00
DWG. NAME
PUMPSIA.MG
ZF
PI,
ET
Q),
SHE
SHE
5 o�ET
5, or 5