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GENERA L NOTES
<br /> F River Road
<br /> Const. Const /. No wo,-l( will be a//owed on Rive,- Road anti/
<br /> Aayusf 26, /973.
<br /> � 2 • /m�rtid Borrow shall have a minimus► "R'= value
<br /> Limits of WorK Clearing a Grubbing Limits of Clearing f Grubbiny of CO. The Sand Cgvivaleot refairemanf
<br /> tfarthwork (Roadway Widening) shall be waived.
<br /> 30 30 20' 20'
<br /> North Ri on Road
<br /> i I _ ,e ,z y, _ •3. /10AWAiW Borrow shall have a minimum A value
<br /> Var 6y B� Var. Var. Ver. quivalent reguirement
<br /> . ;., .,,.e : : . ;.• e:;•:;-. a.-.. o.P-e.,o. ;,o... . , . b- -•a .. :e . . • � . ---� j dx Var. e of CO.60. The Sand
<br /> � :0ob,0O,Oa:e.. •,•:,:;;:a- ,m;..o:.a. .o�. om• ..o:.:e.v :.:'.o :o.. .. . da•e•..�•:o Va Vor s'"A. C. 0.2.SA.C. shall be w4sived.
<br /> Var• D. - _ - a - - ' 0./,2 . r O_ 0
<br /> - �' '� "¢ 4. Al/ work on North Ripon Road shall be
<br /> 0. /7'As ha/t Concrete
<br /> O. 2s'Aspha/t Concrete P tomo/otcd by August /.7, 1973.
<br /> 0. 3.l'Aggregote Base Cxirtin_q . Roadway
<br /> Limits of ClearlOg and Grubbing Var. Imported Borrow (TyPeA) See No* 2 Carnphell Avenue ,
<br /> shall be to rhe R/W lines where A,
<br /> 6 . $' 3 , v s S. /r»portoo' Borrow shall have a minirr,urn R= vales
<br /> R/W lines are shown on the Plan — �.I COTTAGE AVE. Q 4
<br /> and ProFrla Sheets. B9,
<br /> of -4 The Sand 6 uiva/ent tv 'uiiement
<br /> shall be waived.
<br /> RIVER ROAD State HWY. 99 North Sta. 5 + 00 to Sta. 71 + 00
<br /> Sta. 381+ 00 to Sta. 395 + 00
<br /> MC HENRY AVE. to HARROLD AVE. Cottage Avenue6. The exisiing sa,-facih shall be broi'Csn a
<br /> Sta. 383 +00 to Sta. 463 + 50
<br /> and used as ern60nkment. Payment for
<br /> Constbreaking up the .ex1.riing su,-facin� shall be
<br /> . considered os inc/adsd is t,-Ss ,of,�•t ,paid .for
<br /> ,limits of C/iorii�y and Gru6bl i�g � Ea,-ihwork ("Mise. ,4rtas) Ea,-t/iwoii(� CMisce//a,-ltous Aieor' o��no
<br /> fU,-filtr o/%svcnces dG made: .
<br /> 20' 20' 7. All eirisfiity div-,;4ae feu%ltes to n ,/i7
<br /> Place.
<br /> 8'
<br /> �8x I/'Ir. 6. All sero%s ma fsrio/ f'ro�, statin 6+00 to
<br /> IF
<br /> Const / Jar• Sta/i%n 7/,100 shall de used as Inca/ ,-rinferrol
<br /> from .S'f�s/idst 7/sD0 ;,I o Stu//,a.* 74 +60.
<br /> 3 — Limits of C/eoring 1 Grubbiny 3 0. 40'Aspha/t Concrete ?/ic ,00ymeiif fog tifir a or,N s/�o// 6e
<br /> -- ,20' Var Loco/ .Matesrhl (5'se Na/-e coiis1�ered ripe%dea' ii. 70'4.0 rice po,-o� fmf
<br /> 20 /l, // ' Existing Roadway (bee Note 6 ) as
<br /> � � Eoi�/,-wor.N �.Qoodr✓� WidL�i��
<br /> 3" 5' s' 3
<br /> ex _ zy z: ex
<br /> va. .. moo-,o;•�.o--,moo •o.'--gyp` -'o b.•, ., '. W1/ma Avenue
<br /> • COTTAGE AVE. 9. say,-ads Pre,00a".en shall be as diiacfed
<br /> A_r /t Concre to by the aoo S,io// ,6e 9olal for
<br /> Sta. 71 +00 to Sta. 74 + 60 (South) ands,- Farce Acco�nf.
<br /> Var. Impyr o Borrfow (Type A) \.See Note 3 /O. Exaof /ii,-ai' fo 6a d, ermii�ed 6�. 1`!s fi�Jinee�
<br /> See Sht. 15 for Profile Grade fx.rfa� ,i„�or,vLma�fs t- r��or� /ocY.
<br /> NORTH RIPON ROAD
<br /> (900'' North of MILGEO RD) Sta. 2 + 00 to Sta. 17 + 50 a � BU y 1L
<br /> CIOO'± South of State HWY. 1.20) Sta. 6+ 00 to Sta. 16 + 70 CORpEG-'IONS BY--tf_�
<br /> N; CHANGES ---
<br /> DATE
<br /> R
<br /> Const. t R/W Const-
<br /> 3
<br /> 20' — 20' 3
<br /> � N% — Limits of Work f Clearing F Grubbiny
<br /> — ,limits of Cleating ,l Grubbiny k 20' — 20' �
<br /> /" 2" 3' 4" /O' /0' 4' 3' R' /' 4' e 4' /.2' /2• 4" 4'*e
<br /> �Or
<br /> 1. gx - x Var8% – # l
<br /> vOI, ver i—_ .•s::�d: a.•. •v.'•.m.• •.:. : ,o. t •s ; .•e .. .e .. .e a _-�� 14I• O� `lar 1001�L__ 8�' vQ.r• q.
<br /> e .o . .a... •�. e; O• . O : . e :.'e 'e o. `fie . V t
<br /> Gutter Graded RGutfor Grade 0./7'Asaha/t Concrete over
<br /> 0./7Aspha/t Concrete Preoared Sabgraa'e CSee Nol-el0) A.C. Dike 0.5 Type A
<br /> Q30Agyregate Base "'" See Nota 9 See S.P. A73-7
<br /> Var. Imported Borrow (Tyne B) See Note -f
<br /> 20WILMA AVE. COTTAGE AVE.
<br /> WILMA CONNECTION (Sta. 2+ 02) Sta. 8 + I0 to Sta. 10. 40 Rt:
<br /> 2yy a,itt o
<br /> gzzzzzzzz
<br /> :e• . b••
<br /> NORTH END (Sta. 3+ 70) DIKE DETAIL
<br /> �'Gvtier Grade
<br /> Sfa. /0+70 to Sia. 4,2.00 Rt.
<br /> CAMPBELL AVE .
<br /> LONE TREE RD. to EDWARDS AVE .
<br /> Sta. 10+70to Sta. 6 2+ 91
<br /> ., .. ,.. En . . x.,,. , �., ...,.t ➢l C:i, 'i'_ .. .:.,,...v.^,"' p. .. 7 , t..x.,: q•,... . n . -° ; �-. g- <u H i' 7 .,: ,.".,....
<br /> PROJECT ENGINEER 6a �TL I°�ECKL: D BY nr � �:,,.. k� . ..�?N� �,rE.�� ,, f RIVL�/4f/VL7�Tr7 ri/p�/v � �F� nL.
<br /> _ w .. AMP,BE[l .CDT AGE1. 1. � .
<br /> Q G.�- ?/ �/ �3 % �/7 rrm 0" 7� 1 1 . . OT TO SCALE C I . IY14AY
<br /> _ � N TYPICAL SECTIONS
<br /> b a Ts w S� 3 I
<br /> A
<br /> f
<br /> . Y i� 3 I
<br /> V
<br /> or
<br /> z is
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