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Home My WebLink About2666-31WETLAND BOTTOM I rlKIrTT11nTK1A1 ('ARI ES ,ETA IL ELEV. 11 CONSTRUCT TRASH RACK, REMOVABLE SECTION ONL PER APWA STANDARD PLA 361-09 TO DIMENSION - SHOWN. ELEV 1 VARIES SEE PLAN ' I CONSTRUCT TRASH RACK, REMOVABLE SECTION ONLY. / ! PER APWA STANDARD PLAN TRANSITION 361-0. TO DIMENSION -, SHOWN. / ' N x 10 3 2:1 '� 3' -6" 100:1 0 I N i 12 PVC I cfl ! rn .I I 2:1 1UU:1 ! \ I \ g \ ! CV ~` x \ a ! WATERMAN GALVANIZED TRANSITION C-10 CANAL GATE WITH ! F"FLATBACK FRAME AND \ I 5 FOOT RISING STEM \ EXTENSION OR EQUAL. \ ! VARIES SEE PLAN WETLAND DRAIN INLET PLAN % N.T.S. F-m�.n rrm 1 , F_Hvn I FACE (TYPICAL) 1- -1-6' SECTION NOTE: 2 F' C = 3250 P. S. I . AT 28 DAYS N . T . S . SLIDE GATE INLET STRUCTURE WETLAND ELEV FT] ELEV F3-] SLOPE 1 1577.50 1581.00 0.0301 2 1584.00 1587.50 0.0197 3 1610.00 1613.50 0.0132 4 1620.00 1623.50 0.0056 5 1625.00 1628.50 0.0030 6 1592.00 1595.50 0.0057 7 1572.00 1575.50 0.0000 8 1526.00 1529.50 0.0098 9 1537.00 1542.50 0.0507 10 1562.00 1565.50 0.0612 11 1546.00 1549.50 0.0123 12 1573.00 1576.50 0.0150 TOP OF WALL ELEV ❑3 FINISHED GRADE - 1 Of RADE.1% x-12 " PVC WATERMAN GALVANIZED C-10 CANAL GATE WITH "F" FLATBACK FRAME AND 5 -FOOT RISING STEM EXTENSION OR EQUAL. 0 N Lv 0 LU cr U) Q 8 PLAN 5 TYPICAL ARMORFLEX MAT NOT TO SCALE #4 REI , I LONGITUDINAL ARMORFLEX CUTOFF/ANCHOR ra* WALL DETAIL N.T. S• CABLE 10ZI a "B" PLAN 0 CABLE EL PLAN ARMORFLEX CHUTE BLOCKS ELEV=1524.28' LINE "S" TRANSITION.-, STRUCTURE. SEE DETAILS SHEET 29 #4@12" 0. C. x.2'-O"- LONG .2'-0"-- LONG EPDXY COATED BARS. CENTERED ACROSS JOINT 1-#6 BAR EA. BLOCK/ 9„ 9„ n 3 , -0„ ,� t NOTE: r1 r CANAL GATE AND TRASH RACKS NOT I SHOWN FOR CLARITY #4 @ 12" BOTH FACES EACH FACE 4 #4 BARS CONSTRUCTION JOINT n3SECTION NOTE N.T.S. � F C _ 3250 P.S.I. AT 28 DAYS REVISIONS UU ia- > SHEET 29. 0 ELEV=1523.18' (n Q Q 2-#6 BARS V)3#5 BARS EACH NOTCH3„ AS SHOWN 1211 (AS SHOWN ON ,►- RIP -RAP SEE OUTLET PLAN - //s//)12 GRADATION 5 LINE i TABLE SHEET 2 'TTS „ 3' -0" 2 . �....a 121") 2 1% '� 1 rn T �TTT�1► T T� I i #5@12 " 12" 3' -0,1 3, _0„ #6@6 B. W - E, F.N -apu-o -- 0--- --------- ---0 ^a ?�°% oC, p 12 " E O�oZ3 00 80,0100O o� 0�0 EXISTING EXISTING GRAVEL FILTER DRILL 6" DEEPHOLE INTO , UPSTREAM OUTLET 1 -0 STRUCTURE AND PLACE DOWELS 12" O.C. WITH GROUT ARMORFLEX OR EQUAL we FILTER FABRIC-` LONGITUDINAL CABLES OR PIGTAIL (SEE DETAIL 11 THIS SHEET) UPSTREAM OUTLET STRUCTURE CONSTRUCTION I JOINT Z CELLULAR BLOCK DETAIL 0 (CLOSED CELL SIMULAR) 8 � j- NOT TO SCALE U d � 4 � Z _ a 0 r - d `w HORIZONTAL AND TRANSVERSE r 0 REINFORCEMENT FOR ENERGY DISSIPATER RCB SEE DETAILS + CHUTE BLOCKS ELEV=1524.28' LINE "S" TRANSITION.-, STRUCTURE. SEE DETAILS SHEET 29 #4@12" 0. C. x.2'-O"- LONG .2'-0"-- LONG EPDXY COATED BARS. CENTERED ACROSS JOINT 1-#6 BAR EA. BLOCK/ 9„ 9„ n 3 , -0„ ,� t NOTE: r1 r CANAL GATE AND TRASH RACKS NOT I SHOWN FOR CLARITY #4 @ 12" BOTH FACES EACH FACE 4 #4 BARS CONSTRUCTION JOINT n3SECTION NOTE N.T.S. � F C _ 3250 P.S.I. AT 28 DAYS REVISIONS UU ia- > SHEET 29. 0 ELEV=1523.18' (n Q Q 2-#6 BARS V)3#5 BARS EACH NOTCH3„ AS SHOWN 1211 (AS SHOWN ON ,►- RIP -RAP SEE OUTLET PLAN - //s//)12 GRADATION 5 LINE i TABLE SHEET 2 'TTS „ 3' -0" 2 . �....a 121") 2 1% '� 1 rn T �TTT�1► T T� I i #5@12 " 12" 3' -0,1 3, _0„ #6@6 B. W - E, F.N -apu-o -- 0--- --------- ---0 ^a ?�°% oC, p 12 " E O�oZ3 00 80,0100O o� 0�0 EXISTING EXISTING GRAVEL FILTER DRILL 6" DEEPHOLE INTO , UPSTREAM OUTLET 1 -0 STRUCTURE AND PLACE DOWELS 12" O.C. WITH GROUT ARMORFLEX OR EQUAL we FILTER FABRIC-` LONGITUDINAL CABLES OR PIGTAIL (SEE DETAIL 11 THIS SHEET) UPSTREAM OUTLET STRUCTURE CONSTRUCTION I JOINT ARMORFLEX TO OUTLET STRUCTURE DETAIL _N. T• S. BACKFILL WITH 3500 PSI CONCRETE HAND TROWEL SMOOTH ARMORFLEX 6"-12" ARMORFLEX MAT MAT p A • 4 4 A GEOTEXTILE #4 REBAR WOVEN BETWEEN REVETMENT GABLES REVETMENT CABLES SECTION rg CONNECTION BETWEEN TWO MAT ENDS USING A GROUT JOINT NOT TO SCALE GROUT AREA BETWEEN MA_ AS NECESSAI SPECIAL MAT GROUT AREA NOTE: BETWEEN MATS SPECIAL MATS WILL BE CONSTRUCTED AS NECESSARY BY OMITING THE REQUIRED BLOCKS SO THE REQUIRED MAT DIMENSIONS CAN BE OBTAINED. 103 SPECMATS (TYPICAL DETAIL) NOT m TO S MAT A I I I k I T KII IAA SLEE r LAYER FABR I C CABLE SUBGRADE SECTION SECTION 4 N.T.S. CONNECTION BETWEEN TWO PIGTAIL ADJACENT MATS USING PIGTAILS "AS BUILT" DWG. FEB. 2000 NOT TO SCALE BENCH MARK: N0. 615 BASIS OF BEARINGS: THE BEARING OF N89°30'06"E ALONG THE C I TY OF F, CAL IFORN I A RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP 1 ROFESS OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE 5 WEST SAN BERNARDINO O Q ! - IN POWER POLE NO. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY I TRACT N0. 15908 4� O EAST SIDE OF CITRUS AVE. FILED IN BOOK 58. PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARING ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: SCALE: SIERRA LAKES SK INFILTRATION BASIN AND WATER QUALITY WETLAND 055210 DES I GNE • STORM DRAIN SYSTEM V: N1 T. S-59/ Exp. 08/30/00 * # DDv WETLAND DRAIN/INLET AND - -- ---- ------ --_ _ -- - ----- - ------ ---- - - --- - __ ------------ -- __ --- ' CHECKED: DATE s�q clvIV ��.P My A R MOF L E X DETAILS FEBRUARY. 1999 F OF CA�tF� JOHN M. TETTEMER & A550CIATE5, INC. JOB N0. A alvl5i0n oTrIr�OMAhIE5, InDWG. N0. SHEET N0. F E If CPC. EENNGG ii TTY EHGIHEERInG • MAHAGEMEHT • PLAnnInG APPROVED �� y� 2666- 31 OF 31 APPR&AL DATE AP ROVAL DATE 3151 Airway Avenue, 5ulte Q-1, Costa Mesa, California 92626 ,�� CITY ENGINEER R.C.E. 25126 z:\server.\o79-41st\dgn\7941-31, v d � d � 4 _ a d a , d L � a t � a 4 a a Q \d � - ARMORFLEX TO OUTLET STRUCTURE DETAIL _N. T• S. BACKFILL WITH 3500 PSI CONCRETE HAND TROWEL SMOOTH ARMORFLEX 6"-12" ARMORFLEX MAT MAT p A • 4 4 A GEOTEXTILE #4 REBAR WOVEN BETWEEN REVETMENT GABLES REVETMENT CABLES SECTION rg CONNECTION BETWEEN TWO MAT ENDS USING A GROUT JOINT NOT TO SCALE GROUT AREA BETWEEN MA_ AS NECESSAI SPECIAL MAT GROUT AREA NOTE: BETWEEN MATS SPECIAL MATS WILL BE CONSTRUCTED AS NECESSARY BY OMITING THE REQUIRED BLOCKS SO THE REQUIRED MAT DIMENSIONS CAN BE OBTAINED. 103 SPECMATS (TYPICAL DETAIL) NOT m TO S MAT A I I I k I T KII IAA SLEE r LAYER FABR I C CABLE SUBGRADE SECTION SECTION 4 N.T.S. CONNECTION BETWEEN TWO PIGTAIL ADJACENT MATS USING PIGTAILS "AS BUILT" DWG. FEB. 2000 NOT TO SCALE BENCH MARK: N0. 615 BASIS OF BEARINGS: THE BEARING OF N89°30'06"E ALONG THE C I TY OF F, CAL IFORN I A RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP 1 ROFESS OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE 5 WEST SAN BERNARDINO O Q ! - IN POWER POLE NO. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY I TRACT N0. 15908 4� O EAST SIDE OF CITRUS AVE. FILED IN BOOK 58. PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARING ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: SCALE: SIERRA LAKES SK INFILTRATION BASIN AND WATER QUALITY WETLAND 055210 DES I GNE • STORM DRAIN SYSTEM V: N1 T. S-59/ Exp. 08/30/00 * # DDv WETLAND DRAIN/INLET AND - -- ---- ------ --_ _ -- - ----- - ------ ---- - - --- - __ ------------ -- __ --- ' CHECKED: DATE s�q clvIV ��.P My A R MOF L E X DETAILS FEBRUARY. 1999 F OF CA�tF� JOHN M. TETTEMER & A550CIATE5, INC. JOB N0. A alvl5i0n oTrIr�OMAhIE5, InDWG. N0. SHEET N0. F E If CPC. EENNGG ii TTY EHGIHEERInG • MAHAGEMEHT • PLAnnInG APPROVED �� y� 2666- 31 OF 31 APPR&AL DATE AP ROVAL DATE 3151 Airway Avenue, 5ulte Q-1, Costa Mesa, California 92626 ,�� CITY ENGINEER R.C.E. 25126 z:\server.\o79-41st\dgn\7941-31,