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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. 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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` '. 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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