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l C/mar/tl �rac.�/r> ump um L.S. Inc udeS M SC.RernoV4/sI •t . r, . , G?4�E 2• --� - 090 i
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¢ Cons B P. Ur b r/h u e r �g o L f. P�r .Std. l/5 I. 90 00 00 20 31.42 20.00 I a' t I
S Const 4 RC C. SideW !/k 7 7 i 0 92 31 10 20' 32.30 20.90 , i r J °• p + I + •9 + ' -3
6 Const. C'5/0 c A Wo 11 N =32 3,2 /_, F Per Std. 0/ , ' _ _ _
i 3 7°28'50" 20' 30.54' 19. 14' . - , 1 ± + N M ; . N 4 "'� M-�
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/3 6'/ 77?/C/< /o' C, C. Dr/vPwny 4, - F rri: �/ fE - C'&"-& feet-vr4f = } I I I . I I I . PROFILE
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/ CONST Pi4/PKWi9Y DCPA/N PER DETA/L zamp SUM / S. ,"1)c/udes Cui-6 ,('e/nOVa/ Q q HJ
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- - _ _ __ __ __ ICONSTRUCTION NOTtS SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR P A
2,g1 18 1 Const. 8" P.C.C. Curb 8 Gutter per Std. 115. O Const . 4" P.C.C. Sidewalk per Std. !09 Type C,. Contractor agrees that he shall assume sole and complete responsibility for job site
CONSTRUCTION BENCH MARK I I conditions during the course of construction of this Project, including safety of all persons
50" '% 50, 9 2 Const. A.C. Pavement per Typical Section. - QII Const. Sidewalk Ramp per Std.- 110B. . , and property; that this requirement shall apply continuously and not be limited to normal
Fd. Chiseled "X" in "p" on curb return on Archibald Avenue /4•, \ 6' 3 Remove Exist . sidewalk 6E reconstruct aS Shown, working hours; and that the Contractor shall defend, indemnify and hold the Owner and
at S.E. corner of Archibald Avenue & Baseline Road. Elevation 26, a0 1 1 Const. A.C. Driveways . , the Engineer harmless from any and all liability, real or alleged, in connection with the
1347.825 painted on curb. 4 Const . 2ti' fl 30' Commercial Driveway approaches, r c
vs �,OP`1 12. Const. 20 Commercial Qriveway per Std. 129. performance of work on this Project, excepting for liability arising frcwt the sole negli-
Elevatiai: 1347.83 _ \-- location & width shall be determined in the ence of the Owner or the Engineer.
I 5� y fzelr' - by the inspector. Std• /Z9 . Const. Commercial Driveway Approach as shown B g
B. M. NO. A-163 I 1 5 Const. 6" Block Wall, H=32" per Std. 301 and k Notes 1 , 2 a 5 per Std. 129 apply. Curb face
�j�' varies from 8" to 0" at Sidewalk. Const . expansion
Fd. Chiseled "X" in "Cl" 12' south of B.C.R. at S.E. corner of •' �lf'� . . ` Sidewalk Return per Detail Shown, h xistin ---V/ AI- 7a
,. oinis where the curb returns join t e e 9 8C.>(�Ido E//�
Archibald Avenue •and Baseline •Road. • Q. ' � 6 Adjust Water V a 1 ve t o grade.
� � curb a gutter.
Elevation: 1347.49 F+ ��� h(9' Adjust Water ;deter to Grade. - -
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I I fj" Remove A.C. Berm 8 Ditch.
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