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KEY NOTES LEGEND
<br /> PROPOSEDFEATIMES.
<br /> i (B..BnASS STRUCTURE PINE C PER DEEM 02/C14 PROVO(
<br /> 5 1/2'ORTICT 01,IREAWEN1 ROW PIPE PROMDE 24'PVC I I NERVY DUTY RNA PAVEMENT,SEE OETNL 01/C2.1
<br /> STAMP.rM TOP(ILVAnON 17 I1(RRA,MENT ELEVATION)ON
<br /> BYPASS FLOW PAW PROVDE 30-BAFFLE AT TOP OF STANDPIPE I I C1N&fO RCCK SURFACING.SF(DETAIL 04/C22
<br /> cow,.STAND..-m WA%PIPE USING PVC TEE
<br /> Lm TANOSCAN*,SEE'LANDSCAPE EWA.%
<br /> SIORNWARR BRAM*,POND PER SKEET S30.
<br /> L'�� WOOED COICKIE CAW Pt DFTMS 02 a 03/C22 K M I( Y CNAM um(ONO.5F(pFTM O]/Cai g
<br /> I!.> MAN.%FROM ASPHALT BARRIER CURB TO EMTRtXWO CCNCRER CURB STORM DRAIN pow
<br /> G:� MSIALL CO2 SPMO IIW PI PO G(CFNT 1f)PER OFTOL 04/C25 -----_--CR.BREAK (EI
<br /> M51AU RALC,fN IW OO SERKS WATER TREATMENT C0.117011ER PER ,)--- -YINfA COM1oIR - i
<br /> DEEM 04/C2.5 —T5—MAJOR CONTOUR i" $'
<br /> O CATCH BASIN,TYPE PER PLAN
<br /> 22.J4 ti SPOT ELEVATION
<br /> --- STOP(ARROW
<br /> ERiRUDED CONCRETE CURS PER DETAIL 02/C2.2 4 $ I
<br /> 3 `
<br /> GENERAL NOTES
<br /> N
<br /> , of SHEET COI FOR PROJECT NOTES MIMED 1°GRADING AND ? i Y N
<br /> DRAINAGE. (,
<br /> 2 SPOT ELEVAROJS ARE AT EDGE CV PAVEMENT,BOTTOM OF CURB.Oa
<br /> FLO*.UNLESS OTHERWISE NOTED /
<br /> 3 NO PART OF TILE:::
<br /> STANDARDS AND SPECIFICATIONS AND ME Yb
<br /> .'•PN TpA Immo.coMMUCDON(CURRENT MON)ROAD.BODGE.AND r�dk� 101
<br /> I,i`Qp� 5 APPRO..*LOCATIONS OF FATVINC MITES NAVE BEEN OBTAINED ,'
<br /> fA,Oi` N- too AVAILABLE RECOR05 AND ME 51,0%FOR CONVTWEI.ME
<br /> N!E!}Bl.tl - CONTRACTOR&,ALL BE RESPONSIBLE FOR wancAnaN OF LOCATIONS
<br /> CO-,U2A f,l11l1i/D11 AND TO AWp DAYAQ 10 MY ADDInp1AL U11Unf5 4,0'AN K
<br /> \ , -
<br /> N7611SEn2�\ '�. ` CONTRCONFLACTOR$,uLSNo rniHffvUWI NORNS woo GNSPFCTOi AND ANY V $$
<br /> y` ` CHANGES RECIMMO&TALL BE APPROVED BY of Ott ENGINEER PR., g
<br /> \ i0 COYNENIXYENI OF aEUTED COISTRUCION O1 NE NRORCI
<br /> t -. 4� 5. \ J Z > 3 2
<br /> _ 6 ALL STORM SYSTEMS WTWN TILE PUBLIC Roo-DF RAY DR v. '.E a
<br /> r � �"'��'^'�`51LF 11 Y OJETA} \\�' \ EASEMENTS MUST 8E SOME,BY SURVEY FOR TINE AND GRADE PRIOR J y L'
<br /> A,L"°' / \ TD STARTING CoSTRUC00N • F
<br /> 4MPe ^�' _..�— 5IJ S'PVC SOR35 eA 30R \ 2 W •
<br /> J' 46 �R„'i:a`C' / \\ \ CB_107 7 ALL CATCH BASH QRARS NUSr BF SRNCREO OR STAMPED DUMP NO �y t -1
<br /> '��. IC.1050 $ / ` \ N J6JI2627 WASTE.DRNNS(0 STREAM.LANE.%PR,PUGS,SON°OR NE.% W K
<br /> j0. 1\ BC>•2QD0 _-_.•"��F�_ __-- 0. \t \ \ '[IJIIyp6 St CHOOSE APPROPRIATE FEATURE FOR of PR.C1 SEE 05/C22 W ``
<br /> l ___Y TJa-/�P".u� N...J' S INSTALL STORK PINNG PER MTM 09/C22 Ty 1
<br /> -__ _ upl LEY
<br /> '-- \ R / 9. INSTALL STORM STRUCTURES KR DE MI 08 C21 ~ +
<br /> `} 4 '' 3 971E,8'CPP•D.,bf.".-� *` UL/rATER YPMATDI / (7,
<br /> E, • M1 e
<br /> \ RM IX M/C1! V
<br /> ( ti' . i CB-106 6
<br /> 'LI `t9 � \\ • N s652,3n�-F� 4 Q \ c-lsv e"E(our) Z
<br /> L
<br /> N:J6J241E1 \ F,l1,11lD / ',` 1 K•1510 8'N(M) W U =n
<br /> )1, LIJI10611J \_ / \ — 26Lf B'PVC SDA35 0 029K CATOI BASIN CBI SCRCDUIF
<br /> 1 " .__101E•14'CPP•OJO.ET- !� '���•�, _ ---
<br /> '41 CB,OS / 7 j i-� \2Ar 74'OAP a o 34S CB O SMUCnAK COSIER RIM K
<br /> 1 )'.:. •'1 M \ • N76S2031 �. 1 \
<br /> .j;; \ 'E,SN355,7/ .Y,., CB-101 TYPE I-4E' VANED ORATE 191I 161511'E(OUT)
<br /> N
<br /> I ; \ o,y \ C8-102 TYPE 2-48' VANED GRATE ,9.35 IS.EB 12'W(OUT)
<br /> ^
<br /> . til • \\ //}ELF 74'CPP 00J0% ]067 `•. 1571,2'rON) Q
<br /> 11 •'.4 _ .. _ ' _ i •� ce-,ozA rrof 2-4E' VANED GRAB 19N 1s n lY E(M) U 9 et
<br /> • \ / N:A �/ c(L., • \ 1522 18"SE(OUT) O i3
<br /> 5, \ • // EIA1397.r ��� 1Yj, •
<br /> 149118'NN(M) En Q O, N
<br /> 'I qi .. /(- - \7� CB-10J TYPE 2-48' SOLID LOCKING LIO 10.67 14 N 24'SE(IN) W 2 EJ <
<br /> %
<br /> 1 -- 9J5 1 1i \�// // \p$ CELL 7 `\ —9TF 36'om•3.251E CB-.•Erof 2-48' IN-DIRECT VANED ORATE 19.36 1652 is F(CO. W c m O -
<br /> 1 Y� RNA• M,TRW(Do 7-96" CB-I05 TYPE 2-48- B-DRFCI VANED ORATE 1961 1566 1r N(olo) F" F- = ,.;V
<br /> 1 • y^/J I\ /\> RM MO lFlnsnNcl — --- --- -- Z_(,) z
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<br /> 1 6T....• \ \ IE 874 J6'Sw(IN)(NEW) 1549 18'N ON) Z o K,-4
<br /> 22 JO• \ I $ )N IV IE 6 m 60'SE x
<br /> 1 1 \ I 4x\ / 8 6 m 60-NN ON)
<br /> (ERR.NG LB-105A TYPE 2-4E' SOLEI L00(ING LID A46 ISM tE"E(IN)
<br /> • 1 1, 'C?�, \ 1 (F s ) --- 1499 24•NW Ear) V m c�
<br /> • i 1 'y '/, '� \ MrtE'rrPaulmL—+-- = iP
<br /> l H SI 11'SW(IN)
<br /> \ I CB-106 TYPE 2-%' SOLO LOGIING LID 2036 ,1 37 N'SE Coil
<br /> al-123
<br /> •'� - \ 013N/53 98 1,
<br /> S, \ \ `�_ IS518"SrpNl
<br /> 4' • y� s7u s6'rnP a s.z3K w-w7 re+E z-6o' sao LawNc uo ,9.%
<br /> I '1 l \ tee' \ us1 6-s(a T) CO
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<br /> 1,L •�50 '8LF 18'CPP e606S•�- $ `, !�� \ ____ __- __. ____
<br /> \ ��Y.. CB 109 ,429 I!Nr(IN)
<br /> I 1 DC0 (71-Im N J6306192 _ _._ - __ F- Z
<br /> \ CB-ma Irof 2-60' SOLO LOCKING ED 20.30 ,SO TE N(M)
<br /> { \ , N J6lO:A 91 \ \ �` E t)1t4E61, ,429 N'SE(Our) ¢ .= Z
<br /> \:,..i...t
<br /> t` .\ e:un4621s �_� -�Es-ws (Y ¢
<br /> ` \ \\ `!N•363%031 120E 16-SW(M) I-,CO CD
<br /> I \ f/• \ ,., E,J,I195 a C8-,09 TYPE 2-60' SOLID L00(00110 1973 1058 36'Nw ON) Z H M Z
<br /> •1 \ epyD*D". �i `` ------' ---- -- 10.56 36'NE(OUT) p W 1tr a
<br /> L '''dam�CF . • Joe \ 27LF IB"Qv a 6.06xW-02 IB'NF CNN) U 1 22.� 1 / N 36,JO.:sJ. \ CB-11s TYPE a 48' SOLO LOOM.LID 20.2, 1467 m"sE Cool I-W
<br /> 1 ..;�{,• \ EIJIINJ.26 \ \ 1J.71 18'NM(IN) (Y D •
<br /> •
<br /> ` �!I - \ - _ • \ :\ \ CB-126 TYPE 2.48' SOLO LOOTING OD 2013 1J.71,E'NE(am LL Ce 0 Z
<br /> y 1 .R.60 i LL H 3 R'0
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<br /> / d••.\ \\ �OrcNZ
<br /> d It 1 E......1'i\ �:1711t•01 , \ 4t :: Q h
<br /> '� ."y'^ �� .- "r i -+. .ram Y.,i� .0�\...i.. • ,W...• — �� - `• — 0 —T L� f/J O
<br /> '1.1; c MAT%LNE\,SEE&IEEE C2 \ \ NORTH `�
<br /> t DR11w C2.1
<br /> SURFACING,GRADING AND DRAINAGE PLAN °^
<br /> • \, 18,831
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