HomeMy WebLinkAboutC3.52_Ridenbaugh Canal Bridge Details 18.67' 25.01' 16' j� T H E
HEADWALL PARAPET HEADWALL
LAND
RAIL MOUNTED ON HEADWALL/ GROUP
WINGWALL PER ACHD SUPP
SD-2040L. RAILING CONNECTION
PER DETAIL 4/103.52.
FINISHED GRADE AT BACK
OF ADJACENT SIDEWALK
RAIL POST
TOW EL:2659.86 SEE DETAILS, ACHD
TOW EL:2658.95 _ _ _ _ - - - - - - - - - - - - - - - - - - ISPWC SUPPLEMENT
-� - - - - - - - - - - - - - - - - - - - -- -- - - BSWK: 2659.36
BSWK: 2658.45
W BASE PLATE
F 3'-0"x (W+6'-0") SEE DETAILS„ ACHD
MIN BOD: 2654.50 CONCRETE WATERPROOF ISPWC SUPPLEMENT TOP OF CONCRETE
CAST IN PLACE CONCRETE MEMBRANE CENTERED
HEADWALL PER
HIGH H2O EL: 2652.50 OVER JOINTS
STRUCTURAL PLAN z
RIDENBAUGH CANAL ADDITIONAL
`V WATERPROOF _
FLOWLINE EL: 2649.40 CANAL HIGH WATER MEMBRANE 5/8"DIA. GALV. ANCHOR BOLTS cO
OVER CONCRETE WITH 2 WASHERS & 1 ACORN
BRIDGE/CULVERT NUT EACH. 2" PROJECTION CUT
BOLTS AS REQUIRED FOR ACORN
CONCRETE CANAL LINING TO MATCH
INTERIOR NUTS.
EXISTING WITH 4000 PSI CONCRETE SECTION
PER ISPWC SECTION 703
END
SECTION
Ridenbaugh Canal - Bridge North Elevation
1 Scale: 1" = 5'
WATERPROOFING RAILING CONNECTION N
14' 25.01' 19, W
HEADWALL PARAPET HEADWALL V)
RAIL MOUNTED ON HEADWALL/ mime
WINGWALL PER ACHD SUPP
SD-2040L. RAILING CONNECTION
PER DETAIL 4/C3.52.
FINISHED GRADE AT BACK OF NAL NAL
ADJACENT SIDEWALK F•SS\oENs FNc� F•SS\o AL FNc�
O� �\ F� • DET�LIL TITLE • �� �\ Sc • D E T k I L TITLE • O
VERNON VERNON
Tow EL:2660.12 Tow EL:2659.30 Date: Oct. 2018 Waterproofing Date: Oct. 2018 Railing C:o n n e ct i o n = IIIIIIIIIIIIIIIIIIIIIII�
- - - - - - - - - - - - - - - - _ _
� s�q Pao Ada county Highway District s�q Pao -�Ada county Highway District
BSWK: 2659.62 BSWK: 2658.80 / rE OF �� rE OF �o
� O 3775 Adams Street, Boise, Idaho, 83714 i O 3775 Adams Street, Boise, Idaho, 83714
_I _ _ _ SA VERN Last Revised Oct. 2018 www.achdidaho.org Sq VERN Last Revised Oct. 2018 11 www.achdidaho.org Cn
MIN BOD: 2654.50 � Q
CAST IN PLACE CONCRETE III 29'-0" PLUS WIDTH OF CROSSING MAX OUT TO OUT PAY LENGTH Uj
HEADWALL PER HIGH H2O EL: 2652.50Cz also
END of CULVERT I cL OF POST cL of POST N F V RT
STRUCTURAL PLAN 14'-6" _ _ 14'-6" GENERAL NOTES
1'-6" 6'-6" MAX. 6'-6" MAX. 8'-0" MAX. 6'-6" MAX. 6'-6" MAX. 1'-6" MATERIALS
RIDENBAUGH CANAL BETWEEN POST �-� _
1. ANCHOR BOLTS, NUTS AND WASHERS SHALL CONFORM WITH A.S.T.M. F-1554 GRADE 36.
N FLOWLINE EL: 2649.40 CANAL HIGH WATERT III I A 2. STRUCTURAL STEEL TUBING SHALL CONFORM WITH A.S.T.M. A-500 GRADE B OR A.S.T.M. A501.
3. STRUCTURAL STEEL PLATES AND SLEEVES SHALL CONFORM WITH AASHTO M270 GRADE 36.
GALVANIZING/POWDER COATING.
4. ALL STEEL PARTS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH A.S.T.M. A-123 AND = CDCONCRETE CANAL LINING TO MATCH A.S.T.M. A-385. _
EXISTING WITH 4000 PSI CONCRETE 5. ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH A.S.T.M. A-153. -_ 0
PER ISPWC SECTION 703 II .. III 6. ALL GALVANIZED SURFACES SHALL BE FREE OF FINS, ABRASIONS, ROUGH OR SHARP EDGES, OR OTHER
-- ------ ----- --- -- -- SURFACE DEFECTS.
II III I_ I II III 7. THE RAILING SYSTEM SHALL BE POWDER COATED AFTER GALVANIZING WITH A MINIMUM THICKNESS OF 3 Q
TOP OF WALK MILS. THE COLOR SHALL BE FEDERAL STANDARD 595 NUMBER 17038 (BLACK). A COLOR SAMPLE 0
SHALL BE SUBMITTED FOR APPROVAL.
Ridenbaugh Canal - Bridge South Elevation _------ TOP OF CURB FOOTING 8. POWDER COATING SHOP PROCEDURES FOR PREPARATION OF THE GALVANIZED SURFACES AND °;
Z roP of eox cuLVERT APPLICATION PROCESS OF THE POWDER COATING SHALL BE SUBMITTED FOR APPROVAL.
1= 9. SCRATCHES, PITS, AND OTHER DEFECTS SHALL BE REPAIRED IN ACCORDANCE WITH THE POWDER
Scale: 1° = 5' J11 I-III III j �J A ___= COATING MANUFACTURER'S WRITTEN INSTRUCTIONS.
iillliir AII"' FABRICATION AND ERECTION Q
CL DRILLED CONCRETE POST BASE 10. FABRICATION AND ERECTION OF THE RAILING SHALL CONFORM WITH THE CURRENT EDITION OF AASHTO ievisions
SPECIFICATIONS FOR HIGHWAY BRIDGES AND ITD STANDARD SPECIFICATIONS.
11. THE RAILING SHALL BE FABRICATED IN A PLANT EXPERIENCED IN PRODUCING RAILINGS AND I. AGENCY COMMENTS 07-28-25
ARCHITECTURAL METAL WORK AND SHALL BE ERECTED BY SKILLED WORKMEN EXPERIENCED IN THIS TYPE
ELEVATION VIEW OF WORK.
N.T.S. 12. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER ELECTRONICALLY IN PDF FORMAT
AND 11HSS 4x2x1/4" DAGRAM.SHALMAT MATERIALS BEIINGLETE USED DIMENSIONS
BE CLEARLY DETAILS
SPECIFIEDFABRICATION INCLUDING AN ERECTION
(ROUNDED CORNERS) BEFORE PROJECT COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER ELECTRONIC AS-BUILT
_ SHOP DRAWINGS IN PDF FORMAT.
a 3/16" j tDETAIL
ELOW 13. ALL POSTS SHALL BE PLUMB.
14. ALL ENDS OF TUBE SECTIONS AND BASE PLATES AT SPLICES SHALL BE SAWED OR MILLED. CUT ENDS
TOP OF SIDEWALK SHALL BE TRUE, SMOOTH AND FREE FROM BURRS OR RAGGED EDGES.
2" :/ HSS ax2x1/a" 15. VENT HOLES FOR GALVANIZING SHALL BE PROVIDED AS REQUIRED AND SHOWN ON THE SHOP DRAWINGS.
t 1 a " GALVANIZED ANCHOR BOLTS VENT HOLES SHALL BE DRILLED AWAY FROM TRAFFIC FACE AND NOT ON THE TOP SURFACE OF THE
® 6'-6" MAX. 0/C EMBEDMENT HORIZONTAL TUBE.
(ROUNDED CORNERS)
a HSS 1.5"x1"x1/8" 16. RAILING SYSTEM SHALL BE CONTINUOUS. EACH JOINT IN A RAIL LENGTH SHALL BE LOCATED AT THE
® 5" MAX. O/c OPTIONAL CONSTRUCTION JOINT SAME POSITION IN THE SECTION AND SHALL BE SPLICED AS DETAILED.
6"Wx1//4" PLATE j HSS #4 (4 TOTAL)
4x2x1/4" n
3 16 ROUNDED CORNERS a •° 17. ALTERNATE SPLICE DETAILS MAY BE SUBMITTED FOR APPROVAL ON THE SHOP DRAWINGS.
6,. ( ) o
--- - -
4 1/2" j 4" C12x20.7 y N
SIDEWALK vNai
#4 0 12" d.c ..
OC MAX. .i a
i a
3" CLR. (TYP.)
5/8 GALVANIZED ANCHOR BOLTS
e WITH 2 WASHERS & 1 ACORN
NUT EACH. n
2" PROJECTION CUT BOLTS AS 1._0,. SZQNAL
N 3 REQUIRED FOR ACORN NUTS. �OtST
w
a-,., a FOOTING DESIGN - BY OTHERS
V
d TYP. POLE FOUNDATION DETAIL
N.T.S. 10961
CONST. d a SP 70005-WATERPROOF
JOINT a DECK MEMBRANE
. 1 -0" Sl� �O
J �T£OF �0��"'
x w 2" CUR. MIN. (TYP.) �s01LT Dot
[O J
" D�12�12025
0 3roject No.: 121172
)ate of Issuance: 07-28-2025
SECTION A-A
N.T.S. 6"x6"x1/4" PLATE 3roject Milestone: PERMIT SUBMITTAL
DETAIL"B" Ridenbaugh Canal
N.T.S. Bridge Details
DRILLED CONCRETE POST BASE DETAIL
2017 ACHD REVISION 2017 ACHD REVISION
w E
IDAHO STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING
-- FOR PUBLIC WORKS N0. FOR PUBLIC WORKS N0. C3m52
CONSTRUCTION BIKE RAILING SD-2040L CONSTRUCTION BIKE RAKING SD- 2040L
Vg (ACHD SUPPLEMENT) 1 Of 2 (ACHD SUPPLEMENT) 2 Of 2