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<br /> 3-O 6-O••
<br /> Cd*S/, /O -Litt//s of
<br /> Sec 36 12' Earthwork (ase. Arras) CLASS i9 CONCRETE(Minar SA&cls) 48 of A/TOA/AT/C ORWNAGE GATE
<br /> MEWLocofyon Qvonfit Location Quor�/it
<br /> I iii � i � 1 1 d' �'CLV7c. ron Sto. /51-35-Gr�B gC.YCF) �•Sta. /536 -LiiKB /1-A.
<br /> R/cv li I i A -- - --- ,+ , ca✓,rr�d,Qcc,F A I
<br /> E E E E� + E � / I � S/O�PI27tC��G✓!
<br /> I l
<br /> � = I 6z) Denotes
<br /> Fii�o/ Quonfit
<br /> -- Genera/ Notes •
<br /> I ,O Exist. Chaooel
<br /> Tock ��c rPd �4�/Zi ' . ' -t t i ti /2'.W CoA7nl6wTf.O sT,EEL /. ,Bear Creek Chonne l
<br /> P/PE <0.079'•Thiek) a. 411 gees oad brash eleored�i4//be
<br /> A-6 420' Q"1 A/t. Sewer Pipe ( yPe ' , M.H.A-7 ti a # .° Location lh aaff Co�jo%1-s y /'e Dved>`ram f/ie ane�'�/otd
<br /> -� – — – – – – – – – – –– – – .. -- -- –_ -- —–-- T T =-- a ►'. N_ area., and no dawr>e� fszes or6rus6i
<br /> _ � y
<br /> X _-- t---- -- 8" 4'O" I 8" Sfo. /6*G'6Lt-Lir/e B' 44 Z.Ir sfia/lbc a//u/ed fa rerilairl i�v /4d f/ia�
<br /> I-'- wo c%rioy fie f/oac/season befu,�cr/
<br /> c; ove/rLder/ onv/ ✓�/i/ /5•
<br /> CO/YC1?Y7z_ ' A l ON S,E . A A Ma Scale b No &xca1141%M 11r411-b'611r411-b'6Sec. 3/ ScaleMANHOLES r!,Sfori„ Sewer) made ora//wee/ hd ✓g� v
<br /> ALTZOVOT///Z ScWER PIPE (TYPE A) .Coeotion ortities in Wie creek baO4 bWa4n6l
<br /> ^^ Fufure /mprovemeofs Sto% / =SO, Ezisf. Surface or D.G, No. Frames 0 Courts iYoda/rl6c�' / Qnd'���'/�/5•
<br /> Jack Tome Ad - Lime �1 ( ' Size Location Qvanfi> �Sto.0-2s Line A' )
<br /> (M.H. A
<br /> \�aw Nat Por/ of Project Sta. 61-2S (A(h! A2) /Ea / Eo. 2. The alternate storm sewer pipe
<br /> A.C.(r1lisc.Areos)
<br /> shall have water-tight joints
<br /> Native .Noteria/ irk
<br /> -- -- - -
<br /> /OD 9l1 . Cos��xtion, ,
<br /> r i r-
<br /> f — IL —jL —_ —IL- -- r - - - - - — i _ —�-
<br /> lI
<br /> M.H. A-/ /o MH. A-2 646 LF
<br /> 9 /!/olive Moria/ iY1 H- A-/ to M!/ B- ✓ SB6,G.F. CivlH. B ZI /167 /EQ
<br /> 807. Cam�ctran a Toto/s 4,67 41&
<br /> 420i014 All Sewer Ppe (Tyne A) 2 ,Cif/s Mox 36 m Tota! !,2/Z�•F
<br /> _o. 00/9 ,— 48� hfH. B-/ to M.H. B 2 Sob /-J
<br /> qp — — a M.h!B-2 �b Cork. Apron 438L.F CO/VC�P,ETED ROC/( SLOPE P�POTE'CT/O/V
<br /> JFL88.50FL 89.05 ' + 48 Toto/ 944 G.FFL Se.00Location uon7`ities
<br /> 411,w,,61, Al/ernot/ves: �Peiriforced Concrete bock Cancrete
<br /> 86 PPe CC/III), Asbestos Cement Ape 46-1 III),
<br /> Sco% : f/ariz, / 50 Cost-In- P/ace P;oe, � Spiro/ /fib Slee/ pipe �d' �onc. �pror7, .3* 151--35-4.17eB 40'
<br /> 1/ert /"=4' 7RACNCY A0,0I/L
<br /> (14f ,670. e,1-.
<br /> CA_ _ �r N MCK AIPS Mole., oxhedu/e A ir7c/udes o//of the ofove quantifies
<br /> -50 3/ 32 33 34 36 36 No Scale Quoatifies for Schede/e B deslywafea' by A*
<br /> r
<br /> � 410 ,Peter fa Shf2 ano'fhis ShtT4/V.,RB.E. M.D.B. >`M. `
<br /> I for Jock Twrre Roe- Line A, C. 3/ �
<br /> I I _
<br /> EXiJ/ ice-rxe�'d i Eris/ f�¢s�ce 1-o l
<br /> /47 A&7741,17 in il .\ �\�' I Yer/Joi, iino%ta i
<br /> I .o I I
<br /> 44r/2� sP�D.44
<br /> o7�"
<br /> m
<br /> oo SB8 a4E Ba5e Line F � ( Bose Line G
<br /> ! 9 !0 // /2
<br /> 566 `.X36">1( A/f. Sewer Pine (T A) M H. B -/ II 506 'X 48"� A/t Scm/erpie (TypeA
<br /> I x 8 Alf Sewer f�i' CT Pg A)
<br /> tol
<br /> � I "
<br /> �I O 25 Easement ,I. � � . S 89 ZB S8 E -44S•/4 (End of s>ructure W
<br /> I p, I I S 87 23 34 E - S/O. 00 I i nsfo// 48 Auf Lx'oiis
<br /> o 4. I Gate-A01Mco Mode/Aa C ar
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<br /> ncre!e Apra . A
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<br /> this sheet far Oet .
<br /> I � o
<br /> 947,5e Lime - Lime B \
<br /> Scale: horiz.
<br /> EL 96.5-(/00 yr. F/oad�7
<br /> % S
<br /> EL 93.3 (h'ighesf Repo e
<br /> 9e 92
<br /> i
<br /> 1
<br /> 86 Existing 566 ' x ,36"0 A/t. Sewer " 86
<br /> 8¢ to Pipe- CType ,q) sting Scab x48 ,4/1-sewer Pfx (7yPe A)
<br /> Existing 438X A{jfwe.r P� (TyPe A) --"
<br /> s= 000�g Lam'8� 70
<br /> 82 S= 000.064-53
<br /> 82
<br /> 78 78
<br /> D / 2 3 4 6 6 7 9 9 /D // /2 /3 /4 /5
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<br /> K4.4.c{ 4 S73
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