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HomeMy WebLinkAbout649-3 i CONSTRUCTION DETAILS 3' TRAPAZOIDAL CHANNEL \ ExISTING SPLASH WALL 8"OUTLET 5' 1'VADExt.5'DEEP FIE, 1 GROUND PER DETAIL 3 HEREON PIPE 7" 6"x6"-W1.4xW1.4 WELDED WIRE MES - 1' 3' / OR APPROVED EQUAL ?L� � SECTION X-X , _� 1 N.T.S. 3'WIDE V-DIITRANSITIONN GRROUND 2 MN' — — 2500 PSI CONCRETE 2500 PSI CONCRETE 2' 3' `� 6'z6"-W1.4 x WI.4 WELDED WIRE MESH TRANS. i� OR APPROVED EQUAL ; y � N ' 0 e'x6"—WI.4 X WIA WELDED J WI '•.��.. . . RE MESH OR APPROVED EQUAL SECTION Y—Y NDS N0. 1884 N.T.S. i D E TAIL ' ¢I 18°x18"CATCH BASIN AND NO. 1812 SQ.GRATE B' DOWNDRAN&TRAPAZOIDAL CHANNEL INTERSECT O INTERCEPTOR DRAIN DETAIL REFERENCE FROM SHEET 5 R/W 2 2 13 TRAPAZOIDAL CHANNEL DOWN DRAIN TO TRANS 2.5' WIDEXI.5'DEEP 12 DRAIN INLET TRANSITION ; s LIGHTRIP-RAP CURB OUTLET 12" MI 2'-6• 2'-6" 2" I_n 2' DEEP 1-1 I.R. 2" 4" 3' 4" Q� /?U 3' WIDE X 2' DEEP TRAP. CHANNEL I 1-15 F QQp 1 n DOWN DRAIN J ��1 52, FLOWLINE _ SEC110N Z—Z t,,�' Q ' N.T.S. 2. n FLOWLINE A 6• 6' ,6 �T f s:• . Y a A 10' MIN 5 2 Y 6"x6"-W1.4xW1.4 Q -\ f✓ t2" :.N,.: .y• WELDED WIRE MESH -•u OR APPROVED EQUAL CONCRETE BAFFLE NL N CURB FACE PER DETAIL'A' L,.sF e°=:°' I 65x06Ov�M�zRWl.4 WELDED #4 BARS n SEE DETAIL 'B' MODIFIED CURB OUTLET QQ �� SEE DETAIL 'A' DETAIL 'A' PER RIVERSIDE ALRE MESH L EDGES TO A PROVEDDEQUAL 10' MIN 2"THICK PEA GRAVEL, Z COUNTY STD. 308 SMOOTH SECTION A-A 0 Qda a� pd� WITH FILTER (70OX MIRAF) ER DOWN DRAIN SECTION_ S SECTION A-A -f --- -- - -R/"— O TERRACE DRAIN $ N.T.S. 18" Y Y z CONCRETE SHALL BE 560-C-3250 N �� 3 2' n I8"I #5 ®12" O.C. —I DETAIL '8' v Z m N.T.S. 2'TRANS. + �A Z7 16 ENERGY DISSIPATER DETAIL X x r 12_ 2' v FLOVNNE A�— �111 1, 25M PSI CONCRETE �''/ .4 CONSTRUCTION NOTES: 6•x6-WIA x WIA WELDED /9 4 BARS DOWN DRAIN WIRE MESH OR APPROVED EQUAL '--IV I DRAIN ANCHORS CONSTRUCTED EVERY 10' 1 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 38. N VERTICAL HEIGHT AND AT TOP d:TOE 2 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3 OF DOWN DRAIN. So-CONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET 3 ]Z I.�A i `EXISTING ^_ / GROUND l�CONSTRUCT 5'X5'Xt' DEEP LIGHT CLASS ROCK RIPRAP So-CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 3 I �- " \ ©-CONSTRUCT 2' WIDE TOE DRAIN PER DETAIL ON SHEET 3 DOWN DRAIN TO \ 7�-CONSTRUCT DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 O CURB OUTLET TRANSITION O 2' TOE DRAIN DETAIL j O DOWN DRAIN DETAIL CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 3 (�9 -CONSTRUCT TOE DRAIN TO TERRACE DRAIN TRANSITION PER DETAIL ON SHEET 3 2500 PSI CONCRETE 6"z6—W1.4 x WI.4 WELDED 10 CONSTRUCT 4" THICK PCC p� I� I tl I I WIRE"MESH OR APPROVED EQUAL 11 INSTALL 8" PVC SDR35 DRAIN LINE p Sl 12 CONSTRUCT DOWN DRAIN TO DRAIN INLET TRANSITION PER DETAIL ON SHEET 3 13 CONSTRUCT 2.5'WIDEXI.5'DEEP TRAPAZOIDAL CHANNEL PER DETAIL ON SHEET 3 'II'"'• ' �- 14 INSTALL "PYRAMAT" PER DETAIL ON SHEET 2 • .1'.':T, ;•'• ' A FL PER 6" PVC co Z 19 TRAPAZOIDAL CHANNEL 15 CONSTRUCT 4" AC OVER 8" AB PLAN v 6 PIPE C 1'WIDEXI.SDEEp 19 CONSTRUCT 1'WIDEX1.5'DEEP TRAPAZOIDAL CHANNEL PER DETAIL SHEET 3 AFL PER 12"MIN. a 5 PLAN '2fZnl 91 NOTES: SECTION A-A #4 BARS AT 16'o.c. rl �6, DIVERTER(SPLASH) I i INSTALL 6"ATRIUM GRATE 'WALL- SEE 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 PER NOS I¢81 NOTE NO.4 I I ^P' DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL r>> 6" PVC CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 5, PIPE L--_,. 6" _ m 2. REINFORCING SHALL BE 6" X 6" - W 1.4 X W 1.4 WELDED WIRE MESH (W.W.M.) OR TRANS. ALL EDGES TO BE ' APPPROVED EQUAL. TRIMMED SMOOTH 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE BUIILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. MOISTURE LOSS RETARTANT D SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. PLAN c 4. CONCRETE OR CONCRETE BLOCK DIVERTER (SPLASH) WALL TO BE CONSTRUCTED G WHEN DOWN DRAIN TERMINATES AT TERRACE DRAIN. SEE PLAN FOR LOCATION AND DETAILS. TOE DRAIN TO TERRACEO DOWN DRAIN TO DRAIN TRANSITION 107 PIPE TRANSITION 3 SPLASH WALL COUND 2M� N0. DATE REVISIONS APPROVED BY DATE CITY SEAL Q<LOFESSIO PREPARED BY: G 1 CERTIFICATION: PH ,,"� - - CITY OF LAKE ELSINORE 2 oyE RcE BVI ENGINEERINGT sHEEr 3 s @ 1POOL LFME 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WRH THE ti c^r, CIv1<_E_NCIr�EEFzlnlc T.T.M. .30493 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY aZ9z42 LANE)PLANNING z Il O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING OF 9 eDew:3-31-2007 1181 CALIFORNIAAVE.-STE.102-CORONA,CALIFORNIA 92881 DETAIL SHEET TWO WORKING DAYS 6 K SEUMALO, R.G.E. DATE ¢ S�qf CIVIL I�Q' ��D128o4144 FAX IB091280.415o ROUGH GRADING PLAN FILE N0. BEFORE you ➢IG 7 P OF CAUfo� RCE 29242 03-31-07 JOS H R G LICENSE N0. EXP. DATE I W0. FOR: OL-?11-'7/04 H&�