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HomeMy WebLinkAbout1024-1r.•... m ..- - m a :, rrG -r-�r r r - :. a? srn:n•r : pt° , fir.-5r�+°� . . _.. _ �sw!err�• ., .�... , ._ - ...... ....._ ... _....... .... .... . : � .... _.._.... ...,. ... ......,..... .. �..,-� _ .. .s i y Y / c.e Al.W..o X 60 N.R. 5ewe1q f WWso GENERAL NOTES Q1. All work shall be in accordance with these plans and the City of i'b,A/T&;7!,v��i�ica1ic�3 PLAN SCALE p `• 2. All reinforced concrete pipe shall be /000-t3strength unless otherwise noted. W W d R k 3. The Engineer shall set sufficient stakes to enable the Contractor to construct the work t W Q b Q Q u R the plan grades. 4. A permit shall be obtained from the from Ira pub//cWo1-A Cart pri beginning any work. Ci i 5. All Storm Dram, p1,o e5 shall hO i7 sfo/led Iwo A17 e105C, 'C mol W a ^ e U fi W Q ( 6. �4 perrrm/ f ,sha/l be ob/o��ed frorr> fhe I� ,B. Co. f/aod Co fro/ pisfricf ,prrvr fo hcolm7117 57 b6 WN Q o 14 o (y o/7y work ` llhi� "Ihe A/0001 C0171r0/ �f/!�f/. t U. 7, s -,gu if /a�g Shall he rov�o'ed 6 f Co fr r o e Gr V $ o r v A p ,o y he nc% / The fy N NII i ---� fitGETAGL 3�8.9eP�40A 39 "/Q.C. P, ► '— --� � —� I r Witt N.Si".QLL 36565'04c 3J„1e,.C.�- �D-- -- i�„ $~�— op 2 d' N �I Ex. A -C! 1 1 1 I I I I In/ �AIrI �I I A.C.9LOPS y� _ _j• r 2� 1. SDA P�a��'C T NO. OV L. i:. 2. /339 L. F. 3. 37&L. F. 4. 1255 L.F. 5. -74L.F. CP 19 Lr 7. i, S. 8. 4 tach 9. 2 Each 10. 5 Each 11. 5159 S.F. 0-7-01-02204 Contract©r agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be lim- ited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Owner or the Engineer. 24” R. C. P. /ppp .D 30" R. C. P. /700 -D 33" n . C. P. /000 -'J j 39" r-c.r. 1-5 0 -D 3o" FZGp levo -[J Remove & replace existing grouted rock: slope prote. }ion Gfd. Manhole Junct Str. w/Std. MN ewer Curb Inlet Str. Remove & replace AC pavement f?emove � �eP/acc �gr�ov�e� -11, rock 5140e �or'o le, fior> > crroUr�vc� .39fC. P. 39" R C. P Gi�ov�e� i"a k . o% 94e c lion ISA �';4 a ho 5ca e f126 14T of NOTE 04I Q 1� I I I I r X A�� /011 D -Loads as shown on these plans are Grackin�r D -Loads . ° 86 8 6 o a Equvalent U I h rr1af e D -Loads and Class as follows: 0 6 Opo o 4 %demo Ile 1*10/aee - 40. - ULT . D -Load Cracking D -Load Class r yroalea( I-ocks/oboe 45� °°� ° o0 ob 13500 l')000 I I z ro%fion. 2,000 1,350 III I�.�-�- — K 3750 3 000 V ,Ae h �6 � c o� v •� t � � o Ci I " Graa/ roC,� s�iasfi �nnctd� C�ior�.r�e/