HomeMy WebLinkAboutTr 30494 SD-29 I� �I CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES
12" 1� �, .- g 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO hIE LATEST EDITION
1 2-#4 H + 6.0 I.� OF THE"STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, THE
LAP LA 2-#5 CITY'S SPECIAL PROVISIONS AND THESE PLANS.
3" 3 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS
d q P AN ALTERNATE ON THE DRAWINGS APPROVED BY THE CITY ENGINEER.
d 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR
o g
P APPROVAL PRIOR TO THE START OF CONSTRUCTION.
<1 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF
Il THE SOILS ENGINEER.
/ 4"CL o5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM TOP OF
PIPE.
6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS
\\ DEVELOPED 80 PERCENT OF ITS DESIGN STRENGTH. NO TRAFFIC SHALL BE
E W E C 2- #q 3"CL I - PERMITTED ON TOP OF THE PIPE UNTIL THE CONCRETE HAS ATTAINED ITS
ELEVATION �0 ALTERNATE p 12" E W E \ / DESIGN STRENGTH.
y B DETAIL B 1_ #4-
- ELEVATION �9 2- #4 4" 7) WATER OENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE
RNATE PERMITTED. MECHANICAL COMPACTION WILL BE REQUIRED. AN 8-INCH LIFT OF
PLAN 6' B DETAIL B 8"1 LOOSE BACKFILL "SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS
AFTER INITIAL PLACEMENT, PROVIDED THE FORMS ARE STILL IN PLACE AT THE
SECTION B-B PLAN TIME OF"SHADING".
NOTES: #4 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE
NOTES: 2_ SECTION B-B COMPRESSIVE STRENGTH OF THE CONCRETE(F'c AT 28 DAYS SHALL BE AT
1.EXPOSED CORNERS SHALL BE CHAMFERED 3/4". #5 )
2.TOP OF HEADWALL SHALL BE PLACED 1.EXPOSED CORNERS SHALL BE CHAMFERED 3/4". LEAST 4000 PSI, THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI. FOR
APPROXIMATELY PARALLEL TO PROFILE I 2.TOP OF HEADWALL SHALL BE PLACED VELOCITIES GREATER THAN 10 FT/SEC,BUT NOT GREATER THAN 20 FT/SEC, THE
1-#4- COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 DEGREE SEGMENT OF
GRADE WHEN THE GRADE IS 3%OR MORE. APPROXIMATELY PARALLEL TO PROFILE 2-#5 THE INVERT SHALL BE THICKENED BY 2 ADDITIONAL INCHES FOR VELOCITIES
3.FOR PIPE WALL THICKNESS GREATER THAN 3", 2"GL GRADE WHEN THE GRADE IS 3%OR MORE. GREATER THAN 20 FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT SHALL BE
ALTERNATE DETAIL-B SHALL BE USED. #4®12" /a o i2' 3,FOR PIPE WALL THICKNESS GREATER THAN 3", 1 1/2"cL THICKENED BY AN ADDITIONAL 4 INCHES, FOR VELOCITIES GREATER THAN 25
4.CONCRETE SHALL BE 560-C-3250 "I .�.!�- ALTERNATE DETAIL-B SHALL BE USED. #5 0 12" /s o t2' FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY AN
4.CONCRETE SHALL BE 560-C-3250 m ,-°-.'�- ADDITIONAL 6 INCHES. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI.
1- s 4"CL 9) 774E CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE
WING WALL - WORKED INTO PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE
REINFORCING ALT. DETAIL B WING WALL CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2"PLUS OR MINUS
SECTION A-A REINFORCING ALT. DETAIL B 1".
SECTION A-A 10) FLY ASH, MEETING ASTM C 618,MAY USED TO SUBSTITUTE FOR CEMENT(UP
TO 15 PERCENT OF CEMENT BY WEIGHT).). WHEN FLY ASH IS USED, WATER
LINE/LAT STATION DIA. L E F W REDUCING AGENTS MEETING ASTM DESIGNATION C 494 WILL PERMITTED IN
AMOUNTS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE CITY
LAT-A-22 10+00.00 18" 2.36' 1.06, 1.59, 2.00' ENGINEER. NO 0774ER ADMIXTURE SHALL BE USED IN ANY CLASS OF CONCRETE
LINE-B 40+88.73 36" 7.28' 2.00' 7.00' 4.56' WITHOUT WRITTEN PERMISSION FROM THE CITY ENGINEER.
LINE-8-1 23+49.04 30" N/A N/A 5.00' 3.00' 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE
LAT-A-13 10+40.56 24" 7.D5' 3.91, 5.87' 2.50' CONTRACTOR SHALL INSTALL NO. 4 DOWELS,24 INCHES LONG, 12-INCH CENTERS
UT-A-14 10+57.86 24" 5.51' 1.25' 5.37' 2.50' RCP 1$'-36" LINE/LAT STATION DIA. L E F W H AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE.
12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE
LAT-A-15 10+94.30 24" 4.39' 1.23' 4.00' 6.38' UNE-A 1 9+54.74 1 96" 13.05' 1 1.32' 12.99, 8.50' 1.00' RCP 42'-96" 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE COUNTY
LAT-A-16 10+87.49 36" 6.79' 2.72' 6.22' 5.17' LINE-A 54+39.14 42" 7.28' 2.00' 7.00' 4.56' 2.00' OR CITY, SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE APPROPRIATE
LAT-A-17 10+64.26 24" 6.35' 3.52' 5.28' 1 2.50' AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP SMALLER THAN 39"IN
UNE-D 10+00.00 36" 9.15, 1.47' 9.03' 1 6.16' DIAMETER SHALL BE PERFORMED BY VIDEO CAMERA AND CORE JUST PRIOR TO
UNE-D 12+46.34 36" 11.16' 1.20' 1 6.33' 8.16' THE FINAL ACCEPTANCE OF 774E SYSTEM.
LAT-D-1 10+15.85 18" 10.92' 9.68' 5.05' 8.16' 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS
BASIN B OUTL 10+00.00 24" 14.98' 4.31' 14.35' 7.83' GREATER THAN 2,000 PPM.
15) CON77N000S INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED.
16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION
HEADWALL DETAILS AND ROD FOR WALL THICKNESS AT A MINIMUM OF 25 CY INTO THE POUR.
(PER SRN DIEGO REGIONAL STANDARD DWG D-34 k D-35A) 48
1 1/2"x 1 1/2" TOP 2" x 2" GATE FRAME 8'-0" MAX. 2" / / '� /LINE-A. V J
& BOTTOM RAIL 1-1/4 CAP /� �' SEE S
3/4" x 3/4" STEEL PICKETS WELDED 1-1/4"0 x 0.65" T.S. / / �o
TO TOP & BOTTOM RAILS
VARIES SEE PLAN a
(ALB MAX.) N 4"x4" TUBULAR STEEL POST / \
EQUAL BOTH SIDES�I
3/4"0 x 0.047" T.S.- S�
HEAVY DUTY DOOR HINGES (2 PLACES) 4-3/4"o.c. CO OL JO
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lo
SERVICE ROAD BY OTHERS FINISH GRADE // J� ' G O
Mff n,
FINISH GRADE / 0 1 V
CONCRETE FOOTING
90%COMPACTED SUB-GRADE NOTES:7 7
--- 3/4" DIA. CANE & SLEEVE - 1. ALL WELDS TO BE SMOOTH AND CONTINUOUS CUT-OFF WALL
CONCRETE FOOTING 2. COLOR: FRAZEE #554 "GARDEN GATE"1I ALL WELDS TO BE SMOOTH AND CONTINUOUS 3. POSTS OVER DRIVEWAY USE SHOE W/DECORATIVE BASE \ \
2. COLOR: FRAZEE #554 "GARDEN GATE" 4. ALL TUBULAR STEEL FENCING TO MATCH PHASE ONE TUBULAR STEEL ' `1
3. POSTS OVER DRIVEWAY USE SHOE W/DECORATIVE BASE \\ 1 TON RIP RAP \ \
\\ CS \\ PER GRADING PLAN \ \ \
WROUGHT IRON VIEW FENCE & GATE
N.T.S. �
WROUGHT IRON DOUBLE SWING GATE GLASS A GDNORETE
N.T.S.
0 6" /4018"0.0.EW.
3"
CUT-OFF WALL SECTION A-A
N.T.S. N.T.S.
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A 41 CONCRETE APRON
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NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: CITY OF LAKE ELSINORE
ALOUQµOFESSIO - SHEET.. 20
1zh a A.T CERTIFlCATION: h�e� N(�c � . I r
2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE `��� TRACT NO. 30494
CALI-LSIM LFUME 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.23434 A LAND CIVIL ENGINEERING
OF 2
I�o O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING
ll � * Exp. 12-31-07 * 1181 CALIFORNIA AVE. •STE.202�CORONA,CALIFORNIA 92881
ey4 5 LG �... -- o�/os�o 7 (951/)/�Iq a/y��/J� FAX(951)280-41 0 HEADWALL AND MISC. DETAILS FILE N0.
TWO WORKIINNGG'DAYS 6 - KEN A.SEUMALO, P.E.NO.56915 DATE ,rpgTFOFI CALIF--�\p ILAIL�"�' RCE 23434 /�7?L
BEFORE YOU DIG 7 1 1 DENNIS D. NELSON LICENSE NO. DATE 1 W.O. I FOR: F.B.
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