HomeMy WebLinkAbout5523-3TO
CATCH BASIN STENCIL DETAIL
N.T.S.
TYPE III C2 AR -4000, HOT MIX A.C. MIN. 1 114"
MATCH EXIST PAVEMENT + 1" TYPE III B2 OR B3 AR -4000, HOT MIX A.C.
4" MINIMUM THICKNESS
SEE NOTE 10
LANE LINE STRIPING IF DISTANCE IS < 2'
SEE NOTE 10 W OR AS DIRECTED BY THE
CITY ENGINEER OR DESIGNEE.
2' ' A.C. TO BE REMOVED
EXISTING A.C. + +
MIN. MIN AND REPLACED —�
j
12"
1
3" MAX. SIZE NATIVE
SOIL, COMPACTED 95`%u
LEGEND
W = TRENCH WIDTH
O.D. = OUTSIDE DiAME1 LK OF PIPE
12"
r
I
4" MIN.
-Ii
f'.i `1
W--
o.o. * 1z MIN.
O.D. * 24" MAX.
6" MAX. SIZE NATIVE SOIL,
COMPACTED 90%
BEDDING MATERIAL SHALL MEET OR
EXCEED SECTION 306-1.2.1. STANDARD
SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION.
LOCALLY EXCAVATED NATIVE MATERIALS
MAY BE BLENDED TO THE REQUIRED
SAND EQUIVALENCY OF 30 OR GREATER.
BEDDING SHOULD BE IN ACCORDANCE
WITH NOTE NO. i2, PIPE CLASS / D -LOADING.
GENERAL NOTES:
1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE
ENGINEERING DEPARTMENT.
2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1-800-422-4133.
3. ALL PUBLIC WORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF THE SCHEDULED WORK.
4 COMPACTION OF BACK FILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER AND A COMPACTION
REPORT SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT
IN LIEU OF COMPACTION TESTING CONTRACTOR MAY USE 2 -SAC PCC SLURRY.
5. ALL EXCAVATIONS SHALL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN A MANNER
SET FORTH IN OPERATIONS, RULES, ORDERS, AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIViSiON OF
INDUSTRIAL SAFETY. A COPY OF THE CAL OSHA EXCAVATION PERMIT, IF APPLICABLE, SHALL BE FURNISHED
TO THE PROJECT INSPECTOR PRIOR TO BEGINNING THE WORK. STEEL PLATE BRIDGING SHALL BE IN ACCORDANCE
WITH CITY STD. NO. 1032.
6 PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF EXCAVATION. A MINIMUM 2 -INCH THICKNESS
OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR
IS COMPLETED OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE.
THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND
SMOOTH TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH
CONDITION UNTIL PERMANENT PAVING IS IN PLACE
a0 Qa6F ESS /0H9!
4r rrr
No. 51152
EXP. 9130109
i
CIVIL r
,AJr-OF CA0-
APPROVED j3YJ
bITY E GINEER DATE
RICARDO SANDOVAL
DRAWN BY: TAM / DS
REVISION NUMBER: _ 1 _6/26/06
CITY OF FONTANA -
STANDARD
TRENCH REPAIR
100E
STD. PLAN NO. '!'I SHT 'I OF 2
BEDDING AND TRENCH REPAIR DETAIL 8
N.T.S.
9 110111
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I" ± Cement grout
capping at end of pipe
i
SECTION
�_ PIPE
k laid lengthwise
and mortared
nside edge of R.C.P. groove
or end of pipe (if broken)
Cement grout capping
11
Brick a mortar closure
PIPE CLOSURE -TYPE 11B11
(Brick and Mortar)
NOTE:
I. Type „B„ closure for "D" not larger than
36" unless approved or specified by the
Engineer.
2.See specifications for additional information.
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
REVISIONS OWN, BY DATE
C. L. 5-9-63
FILE NO.
S. P 176A
PIPE CLOSURE DETAIL 12
N.T.S.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
QROFESS/ONgI
2�yc�
* R.C.E. NO. 56155'--i
LP Exp. 12-31-16 Q
C1V1�
i
OF C N\ -
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MWRADA, CALIFORNM 90638
PH. (714521-4811 FAX(714)521-417.1 DT
Date Z Cj
CHECKED8)
IV
REINHARD STENZEL RCE NO. 56155 MR
DR 16-000014
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
11209 BANANA AVENUE SCALE:
P.M. NO. 19760 AS SHOWN
BANANA COMMERCE CENTER
STORM DRAIN DETAILS DATE:
APPRMD BY:
DRAWING NO.: 3
DATE: L !(� 5523
1152
a
31
I
M
D
a