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Home My WebLink AboutR-40834500 I O w ION LOADS FINISHED GRADE R CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. AXLE LOADS PIPE SPAN, INCHES (kips) 18-50 1 50-75 1 75-110 1 110-150 MINIMUM COVER (FT) 2.0 2.5 3.0 3.0 12-42 48-72 3.0 3.0 3.5 4.0 78-120 3.0 3.5 4.0 4.0 126-144 3.5 4.0 4.5 4.5 "MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM NOT TO SCALE SPECIFICATION FOR CORRUGATED STEEL PIPE -ALUMINIZED TYPE 2 STEEL 36"0 MAX., HS-25 ACCESS CASTING WITH GRADE RINGS AS REQUIRED, TO BE PROVIDED AND INSTALLED BY CONTRACTOR. MAY BE TOP MOUNTED CMP (AS SHOWN) OR RECESSED PROTECTION RIM/FINISHED SLAB GRADE ---- T O 1 ° I ■ ° ° GASKET MATERIAL SUFFICIENT TO PREVENT SLAB FROM BEARING ON RISER TO BE PROVIDED BY CONTRACTOR. SCOPE HANDLING AND ASSEMBLY THIS SPECIFICATION COVERS THE MANUFACTURE AND SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA) THE PROJECT PLANS. INSTALLATION THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929. PIPE THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES. The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Con expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon wh the drawing is based and actual field conditions are encounter as site work progresses, these discrepancies must be report to Contech immediately for re-evaluation of the design. Conte accepts no liability for designs based on missing, incomplete inaccurate information supplied by others. SECTION VIEW REINFORCING TABLE "BEARING 0 CMP A B 0 REINFORCING PRESSURE RISER (PSF) 24 4'0 26 #5 @ 10" OCEW 2,540 4'x4' #5 @ 10" OCEW 1,900 30" 4'-6" 0 32 #5 @ 10" OCEW 2,260 4'-6" x 4'-6" #5 @ 9" OCEW 1,670 36" 5'0 38 #5 @ 9" OCEW 2,060 5' x 5' #5 @ 8" OCEW 1,500 42" 5'-6" 0 #5 @ 8" OCEW 1,490 5'-6" x 5-6"44 #5 @ 8" OCEW 1,370 48 6'0 50 #5 @ 7" OCEW 1,210 6' x 6' #5 @ 7" OCEW 1,270 ASSUMED SOIL BEARING CAPACITY ACCESS CASTING NOT SUPPLIED BY CONTECH A ,o B J #4 DIAGONAL TRIM #4 DIAGONAL TRIM fi I BAR (TYP. 4 PLACES), BAR (TYP. 4 PLACES), _ 1 1__ I SEE NOTE 7. SEE NOTE 7. - ACT--- - - I� --- T T----1 /II ti 11\ i SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. MATERIAL SPECIFICATION NOT TO SCALE DATE I REVISION DESCRIPTION BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. ABOSSEIN ENGINEERING (AE) CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT AE PRIOR TO CONSTRUCTION. NO. 1 CV4NTECH® ENGINEERED SOLUTIONS LLC www.ContechES.com 11815 NE Glenn Wilding Drive, Portland, OR 97220 BY 800-548-4667 503-240-3393 800-561-1271 FAX PERMIT SUBMITTAL REVISION r----IT- ---�7---��----TI - -----1 C----- ----�-------21-----� I II f II I Ir NI Ifj 11 I �I if,l/ I { I OPENING IN I Ill y I I OPENING IN __ ILL_ �� __/�I-____ PROTECTION 1-� -�----J---1---- ----1=�--_�- ----- _--_ -_� PROTECTION ----fit- -----�{-- 1t---- SLAB FOR r----It-�-------�-t1 SLAB FOR I �1 �� I��' I ACESS I I I ��I �� I�� I I I ACCESS I I 1� ��-'I I I I I I Imo- �y 'I I I INTERRUPTED BAR I I I I II i� I II I REPLACEMENT, ---I L- -----� L----11-- -1----11-----J INTERRUPTED BAR - li �I I I I I V I I I SEE NOTE 6. REPLACEMENT, SEE I �� 1 1 1 ,/1 1 1 1 1 NOTE 6. 1 1 1 1 1 I STANDARD STANDARD REINFORCING, REINFORCING, OB SEE TABLE SEE TABLE ROUND OPTION PLAN VIEW Oki I/.uVWwuwo 14 1 F z q_ i W, CMP DETENTION SYSTEMS CONTECH PROPOSAL DRAWING BY I DATE NOTES: 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION AND ACI 350. 2. DESIGN LOAD HS25. 3. EARTH COVER = V MAX. 4. CONCRETE STRENGTH = 4,000 psi 5. REINFORCING STEEL = ASTM A615, GRADE 60. 6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE. SQUARE OPTION PLAN VIEW 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND SURVEYORS, ENDWELL, NY. MANHOLE CAP DETAIL NOT TO SCALE 35" x 24" PERFORATED UNDERGROUND RETENTION SYSTEM - 624723-i FUPC (FUNDAMENTALIST UKRANIAN PENTECOSTALIST CHURCH) RENTON, WA SITE DESIGNATION: FUPC BASIN #3 'o Call before you dig SURVEYED: GEODETIC SURVEYING SERVICE DESIGNED: DRAWN: CHECKED. SCALE AS INDICATED ON DRAWING ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19ee HORIZONTAL- HAD 1983/1991 DATUM PROJECT No.: SEC. No.: DATE: 624723 030 3/3/2020 DESIGNED: DRAWN: KET JPC/DJB CHECKED: APPROVED: JSM/JMD JSM SHEET NO.: 58 OF 65 CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF OR) RENTON • Planning/Building/Public Works Dept. R-408345 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 03/19/2020 ' FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 SITE DESIGNATION: FUPC BASIN #3 DATE: 02-25-20 FIELDBOOK: PAGE: DRAWING NO: SHEET: OF: 58 65 H H 00 T Q J 2 U OC D U J Q U) O U LU Z LU 0- Z Q Z_ Q I- V i H