HomeMy WebLinkAbout1276-D BENCH MARK NO. 216: '
CHIZ 'o' N.E. CORNER CULVERT HEADWALL
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PROFILE
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DESCRIPTION OF REVISION DATE APPR.
'� !� ry =3- ' E�-z CONSTRUCTION NOTES
p�� \ 20 -JOIN EXISTING 36" R.C.P. STUBOUT CITY OF RANCHO CUCAMONGA
,
�•,,�`�0 21 CONSTRUCT JUNCTION STRUCTURE TYPE 'B' PER CITY STD. DWG. N0. 509 PLAN 8 PROFILE
1 S 22 CONSTRUCT 36" R.C.P. (D-LOAD PER PROFILE)
TR�,Er TUT _ P STORM DRAIN LINES A, B^I,
23 CONSTRUCT C 3C R.C.P. ID LOAD PER PROFILE)
27. Q
14 CONSTRUCT 21" R.C.P. ID-LOAD PER PROFILE) B-2, C-'I, C-29 Q D
25 CONSTRUCT 18" R.C.P. (D-LOAD PER PROFILE)
\ 26 CONSTRUCT CATCH BASIN •3 PER CITY STD. DWG. NO. 504 TRACT NO. 13425
27 TIE-IN TO EXISTING JUNCTION STRUCTURE TO THE SATISFACTION OF THE CITY ENGINEER �oQROfESSlON�! APPROVED BY DATE
29 CONS'i RUCT SEWER ENCASEMENT PER C,C.W.D. S"rD. DWG. 23 ��Q �Go�� �F `�� CITY ENGINEER R.C.E. NO{, 2239?
h = DESIGN ANACAL ENGINEERING CO. RECOMMENDFD�
NSJ QC 4, 11 r1 BS
�`l857 P.O. BOX 3668 �
C 15.00'00" 45.00' 11.78' 5.92' 9/30/91 DRAWN SHEET ,
B 29.47'59" 45.00' 23.40' 11.97' ANAHEIM, CALIF. 92803• , r
_ p 27'3.0'51" 45.00' 21.61' 11.02' few CIVIL .��� NSJ. RWJ N. �t�o�J�/V�� DRAWING
7 OF 8
4 � CHECKED R.C.E. N0. 3485 DRAWING/NO.
G R L T -F r NSJ �- ��' EXP. 9/30,'7/ l�76�
s,
r
DATE FILE NO.
7
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