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• copes 100' S.B.C.F.C.D.
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207 cm q I �` A.P.N. 228—W2-22
Z 22 8 m
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EXISTING R.C.B.-
PER CITY DWG
NO. 1542
FUTURE R.C.B.
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N A.P.N. 228-092-12 cn SEE SHEET 9 FOR
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o� �� o 0o REMOVE EXISTING 18" RCP II Q
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Z ocl4zwz o � AS NECESSARY AND EXTEND 18 RCP '.'Z .-ern �a,Q, w w o o
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DIAL
TWO'WORKING
BEF❑RDAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EXISTING R/W ----/ w
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ST. 18" RCP STORM DRAIN PIPE Y
R
17
APN's 228-092-11 & 228-092-22,
PRIOR TO ANY CONSTRUCTION ON THESE
PARCELS, THE CITY MUST HAVE OBTAINED
PROPER RIGHT OF WAY AND PERMITS
FROM S.B.C.F.C.D.
IR
PROFILE
HORIZ: 1"= 40'
VERT: 1"= 4'
DAYLIGHT LINEw
s
REV. REVISION DESCRIPTION DATE t ENGR. CITY DATE
2
Q�CHANGED SHEET NUMBERING TO 20 ►�•ia I� �' I FESS/
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT J.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, — Z
0 No. 36052
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �► m
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G Exp. 6/302000
STANDARDS IN EFFECT. `�� CiVi�
qTF OF CA1-�F��
SCALE: 1))= 40'
GRAPHIC SCALE
0 20 40 80 160
( IN FEET )
1 inch = 40 ft. I t
Prepared Under The Supervision Of avyn D [Loir-am"mma
DRAWN BY: IDE S � SCALE:1 "= 40'
DESIGNEDBY-STIL '30+20 STS.550010DATE: 2000
Date S'-� CHECKED BY: APPROVED BY: DRAWING NO.:
10
RJAIT r�� 274.0 20jj�,
CITY ENGINEER R.C.E. 25126 DATE:
Filename: L:\D'WG\12102\S1—SD9.DWG
55
CONSTRUCTION NOTES
2O—
CONSTRUCT DBL.14' x 8' REINFORCED CONCRETE BOX PER DETAIL ON SHEET 3
3Q—
CONSTRUCT WINDOWS PER DETAIL ON SHEET 3
4a—
INSTALL MANHOLE PER APWA STD. PLAN 323, 324 & 630, AS SHOWN ON SHEET 6
v
5
GRADE EARTH SWALE PER DETAIL ON SHEET 2
�
7
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1, AS SHOWN ON SHEET 7
U)
8
CONSTRUCT 36" CMP RISER PER DETAIL A, AS SHOWN ON SHEET 2
0
13
INSTALL 24" RCP, 1500D
�-
14
REMOVE EXISTING CMP CULVERT
z
Q
15
REMOVE AND DISPOSE OF EXISTING CONCRETE STORM DRAIN CHANNEL.
of
16
INSTALL 18" RCP, 1500D
+Z
17
PROTECT AND SUPPORT IN PLACE
LOm
20
REMOVE & DISPOSE OF EXISTING DEBRIS RACKS
21
CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2, AS SHOWN ON SHEET 7
ww
F-:
CONSTRUCT TRANSITION STRUCTURE PER DETAILS ON SHEET 5
00
z
�..
__
_..______
SEE A "A" -"A" A�f A
SHEET 8 FOR TYPICAL SECTION A A
__._ ---
co
M1
(pliJ
DAYLIGHT LINEw
s
REV. REVISION DESCRIPTION DATE t ENGR. CITY DATE
2
Q�CHANGED SHEET NUMBERING TO 20 ►�•ia I� �' I FESS/
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT J.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, — Z
0 No. 36052
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �► m
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G Exp. 6/302000
STANDARDS IN EFFECT. `�� CiVi�
qTF OF CA1-�F��
SCALE: 1))= 40'
GRAPHIC SCALE
0 20 40 80 160
( IN FEET )
1 inch = 40 ft. I t
Prepared Under The Supervision Of avyn D [Loir-am"mma
DRAWN BY: IDE S � SCALE:1 "= 40'
DESIGNEDBY-STIL '30+20 STS.550010DATE: 2000
Date S'-� CHECKED BY: APPROVED BY: DRAWING NO.:
10
RJAIT r�� 274.0 20jj�,
CITY ENGINEER R.C.E. 25126 DATE:
Filename: L:\D'WG\12102\S1—SD9.DWG