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HomeMy WebLinkAbout3516-12DRAIN PIPE AND RISER 1. THE PIPE RISER SHALL BE AN 36" CORRUGATED STEEL PIPE (CSP), 14 GA., OR AN ALTERNATE APPROVED BY THE BUILDING OFFICIAL. 2. THE MINIMUM DRAIN PIPE SHALL BE AN 24" CSP, 14 GA., OR AN ALTERNATE APPROVED BY THE BUILDING OFFICIAL. J. THE UPPERMOST ELEVATION OF THE RISER SHALL BE SUCH THAT FULL FLOW WILL BE GENERATED BEFORE THERE IS DISCHARGE OVER THE EMERGENCY SPILLWAY AND AT LEAST ONE FOOT BELOW THE TOP OF THE EMERGENCY SPILLWAY. 4. THE RISER SHALL BE PERFORATED WITH 1/2" X 12" (MAX.) SLOTS OR r" TO 1-1/2" DIAMETER HOLES, 10 TO 12 INCHES ON CENTER AND STAGGERED. HOLES CUT WITH A WELDING TORCH ARE ACCEPTABLE. THE SMALL HOLES SHALL BE USED ON THE LOWER PORTION OF THE RISER. 5. THE DRAIN PIPE SHALL BE PLACED ON A FIRM FOUNDATION. 6. THE RISER SHALL HAVE A BASE ATTACHED WITH A WATERTIGHT CONNECTION AND SHALL HAVE SUFFICIENT WEIGHT TO PREVENT FLOTATION OF THE RISER. TWO RECOMMENDED METHODS ARE.• A. A SQUARE CONCRETE BASE 18 INCHES THICK WITH THE RISER EMBEDDED SIX INCHES INTO THE BASE. EACH SIDE OF THE BASE WILL BE ONE DIAMETER OF THE RISER PLUS 24 INCHES. B. A 1/4 INCH MINIMUM THICKNESS STEEL PLATE WELDED ALL AROUND THE BASE OF THE RISER TO FORM A WATERTIGHT CONNECTION. THE PLATE SHALL BE SQUARE WITH EACH SIDE EQUAL TO TWO TIMES THE RISER DIAMETER. THE PLATE SHALL HAVE TWO FEET OF STONE, GRAVEL, OR TAMPED EARTH PLACED ON IT TO PREVENT FLOTATION. 7. A GRATE CONSISTING OF #4 REBAR, 6 INCHES ON CENTER SHALL BE WELDED TO THE TOP OF THE RISER. 8. ANTI -SEEP COLLARS ARE REQUIRED AT 10 INTERVALS FOR PIPE UNDER THE EMBANKMENT. FILTER FABRIC SHALL BE APPROVED MATERIAL AND OF EQUIVALENT OPENING SIZE U.S. STANDARD SIEVE NO. 100 (MAX.) AS LISTED IN THE CALIFORNIA STORM WATER B.M.P. HANKBOOK (ESC 50). A O 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DlG YOU DIG TOLL FREE 1-800-227-2600 A PUSUC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REWS/ON DESCR/P17ON I-EC090 DW& -P c7rACr 160-7- 54-4 WE, .J T1t P. I A. X\1 ALL BARS AT CORNERS 30 DIAMETERS NTINUOUS. 2 '4 OR5 SEE NOTE4 REBAR �-�- -�--� A 9� PLAN {-1— —}--} 04 OR4 5 12 O.C. FA WAY SEE NOTE 2 REINFORCING DETAIL v x 2-" STEEL STRAP WITH �__— 1 tPY5 3/8 - .BOLT w MIN. *4 OR *5 12° � o GATE ASSEMBLY DETAILGROUNDI O.G. EA, WAY LINEI SEE NOTE 2 4„� 7O I N BA SIN SIDE APPROVED F/L TER SLOPE FABRIC (SEE NOTE CONTINUOUS SAR'7j� LEFT) SEE NOTE 2 900 BEND 4 OR *5 12” 8" O.C. EA. WAY �--'— PLACE ROCK ELEVATIONSEE NOTE 2 RIMS` AGAINST FILTER SECTION A -A 1 ELEV. 1534.0 FABRIC &AROUND NOTES: 3 INLET UP TO RIM. a '1 2" X 12"(MAX.) SLOT OR 1 2" TO i -1/2u DIA. ES Ile- 12" ON AGGERED Y. HEAIIWALL SHALL BE CONSTRUCTED- OF CLASS A CONCRETE. 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "W" UP TO 60". ABOVE "W"r60" NO. 5 BARS SHALL BE USED. 2" MIN CLEARANCE,30 DIAMETER LAP, ALL STEEL. 3.:ADJACENT SLOPES. SHALL, BE.tp TO 1 OR FLATTER. 4, MULTIPLE PIPES TO BESET WITH LONG- ITUDINAL CENTERS 1 2/3 DIAMETERS 36" DRAIN PIPE APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED u t01 AX. 3/4" RADIUS.' It 6. W SHALL BE INCREASED WHEN MULTIPLE Q 3tZ 4/' 4wwm I �' PIPES OR PIPES ON SKEW ARE USED. STD. C.S.P. `. 8" 0INA 1 ! TEE � � ..rr � SAN BERNARDINO COUNTY ROAD DEPARTMENT .-.►.... j3� Q. ,. 1. • -.t..: :j DATE:M.V.C.7-65 HEADWALL Q "' .i�•:' . !��" •1 ' ;4.� M. 4. Nicholas 20J © i. — TYPE $ET TEE SECTION IN INET L� �•�,;'� -� �p:• � . •• i• : �• d ..� :. •,. •124" SIN, COUNTY ENGINEER WIN CORMETE FOOTt64G TROWEL 1 f . Q� - -- --- —' --- - --- --- -- - - -- - --- - - --- - - ----- .__ __ --- - - l INSIDE TO DRAIN: <� ,;:... �' �i 9���` �;• 3 N �' �'J RECORD DRAW � � rn ANCHOR BLOCK MIN. S SACK / C.Y. � M0.36637 __CONCRETE OR METHOD APPROVED BENCHMARK-* � 8_f7 BASIS OF BEAR/NGS THE-� � SE RECORD DRAWINGS HAVE BEEN PREPARZD, IN , CALM4NS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP 8Y BUILDING OFFICIAL PART, ON THE BASIS OF INFORMATION COMPILED AND BRASS CAP IN THE CO CRETE BASE OF IS THE CL OF LYTL,E CREEK RD. 7 THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON #000 FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE MODIFIED: : DRAIN PIPE 343 NORTH OF HIGHLAND q2 M/ WEST OF SURVEY MAP FILED /N RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH ��� r �� OF SAN SEVA/NE RD., 2.6t M/ WEST R.S.B. 111199-10J HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS & 36 RISER DETAIL -DI OF SIERRA AVE. A RESULT THEREOF. ELEVATION.1428.609 DATE ENGIe CITY SATE SHOULD CONSTRUCTION OF THE. REQU/RED IMPROVEMENTS NOT Prepared Under The Supervision of Cl T Y OF FON TA M I CA UFORNIA � COMMENCE WITHIN Two YEARS OF THE DATE OF APPROVAL ��PR�ESS LFMADOLE ,anPIEPARED® FTEs S TORII DOF RAIN IPRO VE ENT PLANS a� ��tic �� GZ Y SCALE � SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE K c DRAWN B No. 36637 10601 CHURCH STREET , STE. 107 TRACT NO. 16427-3, 4, 5 MA ' SHOWN 4ulEXP: 06-30-04 RANCHO CUC MO GA, CA 91730 st,�' % DA 7E' I d CITY ENGINEER MAY REQU/RE REVIS/ONS TO THE PLANS TO BRING PHONE �909� 948-1311 DESIGNED BY EF % S AUGUST 2003 N I' o THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN 9TFOFCAI. F ote : Z ��6� CHECKED BY APPRO BY. DRAWING NO.: 12 EFFECT. RCE 36637 EXP. 06-30-04 r _ly�3516 WENDELL L. IWATSURU GB CITY ENGINEER R.C.E. 51152 DATE 14 JA126-1769\storm\sd12.dwa. 02/19/2004 09:24:01 AM. DM DIMENSIONS PIPE DIAM, L E F W 24" 4-9 2'-8" 4'-0" 2'-6" 30" 5'-5" 3'-0" 4=6" 3'-0" 36"!6'-7" -0" 3=4' '5'-0" 3'-8° 42" ' 5�-6" .4'-2" 413-3" ' �44- 6'-0" 4-10" 54"-2" e 6'-9" 5'-4" Y. HEAIIWALL SHALL BE CONSTRUCTED- OF CLASS A CONCRETE. 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "W" UP TO 60". ABOVE "W"r60" NO. 5 BARS SHALL BE USED. 2" MIN CLEARANCE,30 DIAMETER LAP, ALL STEEL. 3.:ADJACENT SLOPES. SHALL, BE.tp TO 1 OR FLATTER. 4, MULTIPLE PIPES TO BESET WITH LONG- ITUDINAL CENTERS 1 2/3 DIAMETERS 36" DRAIN PIPE APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED u t01 AX. 3/4" RADIUS.' It 6. W SHALL BE INCREASED WHEN MULTIPLE Q 3tZ 4/' 4wwm I �' PIPES OR PIPES ON SKEW ARE USED. STD. C.S.P. `. 8" 0INA 1 ! TEE � � ..rr � SAN BERNARDINO COUNTY ROAD DEPARTMENT .-.►.... j3� Q. ,. 1. • -.t..: :j DATE:M.V.C.7-65 HEADWALL Q "' .i�•:' . !��" •1 ' ;4.� M. 4. Nicholas 20J © i. — TYPE $ET TEE SECTION IN INET L� �•�,;'� -� �p:• � . •• i• : �• d ..� :. •,. •124" SIN, COUNTY ENGINEER WIN CORMETE FOOTt64G TROWEL 1 f . Q� - -- --- —' --- - --- --- -- - - -- - --- - - --- - - ----- .__ __ --- - - l INSIDE TO DRAIN: <� ,;:... �' �i 9���` �;• 3 N �' �'J RECORD DRAW � � rn ANCHOR BLOCK MIN. S SACK / C.Y. � M0.36637 __CONCRETE OR METHOD APPROVED BENCHMARK-* � 8_f7 BASIS OF BEAR/NGS THE-� � SE RECORD DRAWINGS HAVE BEEN PREPARZD, IN , CALM4NS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP 8Y BUILDING OFFICIAL PART, ON THE BASIS OF INFORMATION COMPILED AND BRASS CAP IN THE CO CRETE BASE OF IS THE CL OF LYTL,E CREEK RD. 7 THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON #000 FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE MODIFIED: : DRAIN PIPE 343 NORTH OF HIGHLAND q2 M/ WEST OF SURVEY MAP FILED /N RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH ��� r �� OF SAN SEVA/NE RD., 2.6t M/ WEST R.S.B. 111199-10J HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS & 36 RISER DETAIL -DI OF SIERRA AVE. A RESULT THEREOF. ELEVATION.1428.609 DATE ENGIe CITY SATE SHOULD CONSTRUCTION OF THE. REQU/RED IMPROVEMENTS NOT Prepared Under The Supervision of Cl T Y OF FON TA M I CA UFORNIA � COMMENCE WITHIN Two YEARS OF THE DATE OF APPROVAL ��PR�ESS LFMADOLE ,anPIEPARED® FTEs S TORII DOF RAIN IPRO VE ENT PLANS a� ��tic �� GZ Y SCALE � SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE K c DRAWN B No. 36637 10601 CHURCH STREET , STE. 107 TRACT NO. 16427-3, 4, 5 MA ' SHOWN 4ulEXP: 06-30-04 RANCHO CUC MO GA, CA 91730 st,�' % DA 7E' I d CITY ENGINEER MAY REQU/RE REVIS/ONS TO THE PLANS TO BRING PHONE �909� 948-1311 DESIGNED BY EF % S AUGUST 2003 N I' o THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN 9TFOFCAI. F ote : Z ��6� CHECKED BY APPRO BY. DRAWING NO.: 12 EFFECT. RCE 36637 EXP. 06-30-04 r _ly�3516 WENDELL L. IWATSURU GB CITY ENGINEER R.C.E. 51152 DATE 14 JA126-1769\storm\sd12.dwa. 02/19/2004 09:24:01 AM. DM