HomeMy WebLinkAboutApr-82 - Santa Ysabel Avenue - D-0188 uj
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CONSTRUCTION NOTES
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Z No construction shall be starteL' without plans approved by
the Engineering Department. The City Engineer shall be
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of construction . Any construction done without approved plans
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or prior notification to the City Engineer will be rejected
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ow F- 06 LLi t.-: 5 F-: fl- 2. All construction work and installations shall' conform to the
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X 00 0 all work shall be subject to the approval of the City Engineer.
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6 M 0 — 0 CD Standards and Specifications sections 11-351. 1403 and 11-351 .
00 + 0) 00 1404. All tests must, be made within fifteen days prior to
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LL ro CD placing material . The test results shall clearly indicate
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1. 16 % 5 . Subgrade material shall be compacte d to a relative compac-
EXISTING G-IiOUND tion of, 95% in the zone between finished subgrade elevation
887 20' LEFT OF
and one foot below. All material in fill sections below the
zone mentioned above shall be comnacted to 90% relative
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150' V.C.
6. registered Civil
A Engineer must certify that the improve-
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I - ments, when completed, are in acc'ordance with plans
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prior to the request for final inspection. As-built plans
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are to be prepared after construction is completed. The
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Civil Engineer certifying the improvements and preparing the
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7 . A base prime coat seal will be applied.
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CENTERLINE 8 . An inspection agreement is required prior to the start of
construction.
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9 . All utility companies must be notified prior to the st8rt of
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construction6
10. A City encroachment permit is required for all work done
within the City right-of-way .
EXISTING CENTERLINE 11 . The City inspector , acting on behalf of- the City Engineering
to solve
Department , may require revisions in the plans
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.. . unfo-1-seen problems that may arise in the field. All revisions
shall be subj ect to the approval ofthe developerts engineer .
SCALE: I " = IO' H.
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294-39.00 29450 29+75 30+00
304-25 30+39.01 304-50
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B L.C'13 K 5 0' R.0.W.
5 20'
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EXIST EXIST
5 FUTURE
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PAVEMENT I M PR OVEM ENTS-
PAVEMENT
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2, 4�
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B
0.17' TYPE
6 CURB, 18 GUTT R L-0.33' CLASS '3' A.B.
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5' SIDEWALK TO
STANDARD AS PER.
DRIVEWAY TO BE CONSTRUCTED
AS PER COUNTY T NDARD IN -
C-1.
DRAINAGE PIPPE DRAWING B-3 TYPICAL SECTION
UNDER, SMEWALK
5/8"
REBAR NO SCALE
L.S. 4382 5/8" REBAR L.S. 4382
S 410 32'00" E
R.O.W. RELOCATED A" w77
TELEPHONE POLE
INSTALL 6' CURB, 18" GUTTER a 5 ' SIDEWALK TO CITY STANDARDS 17 —EXISTING EXPANSION JOINT
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BENCH MARK: SY 4; BRASS DISK IN WELL
AT STA. 21+5 2. 93 R 0.S.T. 2:1 PAVE T R I EMOVE AND REPLACE
TRANSITION--,
ELEV. = 888.52'. C\J PROP� A.C. _0
GRADE TO TELEPHONE POLE
U.S.C. 81 G.S. DATUM DRAIN
(TO BE RELOCATED)
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NOTE : REFER TO "OFFICIAL STREET GRADES SANTA
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YSABEL AVE, ATASCADERO." ROUTE 0 f- cli to
4092. DATED 3/28/79. + 0 fn
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(\J C\I 110)
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APPROVED BY
\889�5 890 PUBLIC WORKS : 4,2
868 688.5 889 890.5 891
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PUBLIC WORKS DIRECTOR DATE
41 S A N T A YS A B E L AV E .
-a CURB GRADES
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MOSSMAN
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YSArBEL AVE .
SANTA
R.O;,W.
STA. 29- 39 TO STA 30+39
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4092
SCALE: 1 " 10 "
REL ATED
R.O.W.7 OC 0
TELEPH NE POLE
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F 'RT�' S. VE ELY RC E 29799
CSD 82- 18.1