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HomeMy WebLinkAbout3384-536PIPE(SEE STORM DRAIN PLANS FOR TRACT 15964) 32 20' 12- H P "T"111 31 H h. V) RIM=13,45EFG@ 27rl 80, 10.07 FL 6" PIPE 5 20.50TW 17.83TF .. ............. . .............. . 27 =0.0020 i C� 26 34 E g, GRADE UP THIS AREA TO :z 23' F.G. AFTER ELEVATION 18 5 F REMOVAL OF EXISTING SPILLWAY 3�' 7, _2 V) 20..50TWJ,--r"5 Ivt II 1783 TF_ 20' 12' j I TING 30" R.C.P. GRADE TOP OF SLOPES S=0.0020- 115'' REMAIN] TO ELEVATION 18,6 F.G. 8 ..... ....... - as CONSTRUCTION NOTES 23 REMOVE EXISTING STORM DRAIN @_ 26 INSTALL 6" PVC (SDR 35) 27 INSTALL 6" CLEANOUT PER DETAIL HEREON @_ 28 CONSTRUCT 4" THICK CONCRETE (2500 PSI), REINF. WITH 6%6" #10x#10 W.W.M. 30 CONSTRUCT JUNCTION CONNECTION PER DETAIL HEREON @_ 31 CONSTRUCT 2' HIGH BLOCK WALL PER DETAIL HEREON 32 CONSTRUCT 6" INLET PER DETAIL HEREON 33 REMOVE EXISTING CONCRETE SPILLWAY 34 CONSTRUCT CONCRETE SPILLWAY PER DETAIL HEREON 659.00' EXIST. 6' CIL FENCE - (TO REMAIN) its & T.W. & ........ .. ...... 21.11 7, 7 a -It .............. . ...... .. .. . ......... . V"� C'J 2 465' BLOCK WALL 17,83 17.4 TOP TF OF C.M.P.A, (2) #4 BARS 18" LONG 6 'AST 2.5" NOTE: CENTERED OVER C.M.P.A. R.C.P. CONTRACTOR SHALL REMOVE AND FOOTING DIA. ,-6" PVC THREADED CAP %'fr+' INT. PIPE NECESSARY PORTION OF EXISTING FENCE zo �2 ��D�Q �G EXIST. 21"x13" C.M.P,A. AC B [,F, )AYLIGHT LINE 5�� (SET RIM 3" ABOVE F,S.) - - - --- CONTRACTOR SHALL REMOVE NECESSARY 48" DETAIL "A"D 42' rr MILLER AVENUE NOT TO SCALE C'D e CONCRETE CHANNEL AND RECONSTRUCT THE CHANNEL IN-KIND AT TOE OF SLOPE POUR FOOTING A 6" PVC (SDR 35) 4" THICK P.C.C. (2500 PSI) AROUND TOP OF i 64.5 R.C.P. 30R.C.P. ' 7 EXISTING CMP ... ..e . . . ... SEE SHEET 2 T.F. STEPS HERE C14 -.4- r") - - ---- - - - X� h. C N':G$,' AC CURB [W, 18 50T 21831W 19,16TF 32 20' 12- H P "T"111 31 H h. V) RIM=13,45EFG@ 27rl 80, 10.07 FL 6" PIPE 5 20.50TW 17.83TF .. ............. . .............. . 27 =0.0020 i C� 26 34 E g, GRADE UP THIS AREA TO :z 23' F.G. AFTER ELEVATION 18 5 F REMOVAL OF EXISTING SPILLWAY 3�' 7, _2 V) 20..50TWJ,--r"5 Ivt II 1783 TF_ 20' 12' j I TING 30" R.C.P. GRADE TOP OF SLOPES S=0.0020- 115'' REMAIN] TO ELEVATION 18,6 F.G. 8 ..... ....... - as CONSTRUCTION NOTES 23 REMOVE EXISTING STORM DRAIN @_ 26 INSTALL 6" PVC (SDR 35) 27 INSTALL 6" CLEANOUT PER DETAIL HEREON @_ 28 CONSTRUCT 4" THICK CONCRETE (2500 PSI), REINF. WITH 6%6" #10x#10 W.W.M. 30 CONSTRUCT JUNCTION CONNECTION PER DETAIL HEREON @_ 31 CONSTRUCT 2' HIGH BLOCK WALL PER DETAIL HEREON 32 CONSTRUCT 6" INLET PER DETAIL HEREON 33 REMOVE EXISTING CONCRETE SPILLWAY 34 CONSTRUCT CONCRETE SPILLWAY PER DETAIL HEREON 659.00' EXIST. 6' CIL FENCE - (TO REMAIN) its & T.W. & ........ .. ...... 21.11 7, 7 a -It .............. . ...... .. .. . ......... . V"� C'J 2 465' LINEPa Pa 11.81 INV. STRUCTURE INT. PIPE 76.1' 0) R.C.P._ R.C.P. 72' 66" 2.63' 1.61' 2.75' MANHOLE @ STA. 2+00.38 STRUCTURE DETAIL SCALE: 1"=4' 11.25 FL S HEADWALL STRUCTURE 6 'AST ENCE, ON NOTE: R.C.P. CONTRACTOR SHALL REMOVE AND REPLACE - DIA. ,-6" PVC THREADED CAP %'fr+' INT. PIPE NECESSARY PORTION OF EXISTING FENCE zo �2 FOR CONSTRUCTION PURPOSES. AC B [,F, )AYLIGHT LINE NOTE: (SET RIM 3" ABOVE F,S.) - - - --- CONTRACTOR SHALL REMOVE NECESSARY 48" 28 TT 42' rr MILLER AVENUE C'D e CONCRETE CHANNEL AND RECONSTRUCT THE CHANNEL IN-KIND AT TOE OF SLOPE 6" PVC (SDR 35) 4" THICK P.C.C. (2500 PSI) R.C.P. i 64.5 R.C.P. 30R.C.P. ' 7 LINE A SEE SHEET 2 T.F. STEPS HERE C14 -.4- r") - - ---- - - - '60' 60 C N':G$,' AC CURB [W, 18 50T 21831W 19,16TF L It "S" '9 11.40 R 19 CINV 3 3175 00 rk 23 120 33 rS J*� ID LINEPa Pa 11.81 INV. STRUCTURE INT. PIPE 76.1' 0) R.C.P._ R.C.P. 72' 66" 2.63' 1.61' 2.75' MANHOLE @ STA. 2+00.38 STRUCTURE DETAIL SCALE: 1"=4' GRADE TOP OF SLOPES TO ELEVATION 18.5 F.G. ,65 TEXISTING DRAINAGE OUTLET STRUCTURE TO REMAIN X00=313.8 CFS (EMERGENCY ES! R/W 20.50 TW VARIES 8' 11, 19.50 MAX. 7'-11' 18.50 ATER SURFACE FS EMERGENCY ESCAPE) � �1850 MAX. EXIST. WATER SURFACE FOR EXIST. CURB & GUTTER 18.42 100 YEAR STORM 2% 0-1--r T -1--r BOTTOM OF BASIN A 4- THICK P.C.C. (2500 PSI) REINF. W'E CD C TMBARS @ 2 O.C. EACH WAY, RED IN CONCRETE SECTION SECTION "A -A" NOT TO SCALE CONSTRUCT 8" P.C.C. (2500 PSI) CUTOFF WALL WITH #4 BARS @ 24- O.C. EACH WAY Underground Service Alert 369 SAN MIGUEL DRIVE, SUITE 350 NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-9310 E T 01' ASIN SCALE: 1"=20' 31 T.W. & T.F. STEPS HERE Cq C co co ct a 19.40 INV, I INT. PIPE 25H x 1 O'W LINE "A" R.C. BOX 75* 36" LONG g4 BARS @ 12" O.C. IN TOP AN BOTTOM (CENTERED j: DAV CITED I THDE7C' IN SECTION) Pi R=61p -R-6" 1$„ - - - _.... - - - 18"1 IRS ®12" O.C. IN al 18" � IDES #4 BA OF BOX STRUCTURES 18"1 e4 BARS @ 12" Q.C. IN �CENTERED IN SECTION) �IDS OF BOX STRUCTURES 6%6" FILLET IGENTERED IN SECTION) 6%6" FILLET A4 STA. 9+26.52 JUNCTION STRUCTURE DETAIL 17' SCALE: 1"=4' "ASI STA. 8+97.03 JUNCTION CONNECTION DETAIL "A7pp 103, 19.20 INV. BOX INT. PIPE 1 /5�7 BOX C\; 51.5 5.71' R.C,P. _q " as 3 3gjAl 6' STA. 8+64.74 JUNCTION STRUCTURE DETAIL SCALE: 1"=4' a1,& r Ps NOTE: DIMENSIONS' ARE TO "A PP IQ" CENTER OF11WALL (TYP.) 3725 INV SCALE: 1"=4' 1 11.351 4,85' STRUCTURE 6 RIM ELEV. 11.25 FL S HEADWALL STRUCTURE 6 'AST ENCE, ON "I"' R.C.P. R.C.P, TOPFM JNE DIA. ,-6" PVC THREADED CAP INT. PIPE �:_,XiSl ft" 6' zo �2 AC B [,F, )AYLIGHT LINE NOTE: (SET RIM 3" ABOVE F,S.) - - - --- CONTRACTOR SHALL REMOVE NECESSARY 48" 28 TT 42' PORTIONS OF EXISTING AC BERM AND C'D e CONCRETE CHANNEL AND RECONSTRUCT THE CHANNEL IN-KIND AT TOE OF SLOPE GRADE TOP OF SLOPES TO ELEVATION 18.5 F.G. ,65 TEXISTING DRAINAGE OUTLET STRUCTURE TO REMAIN X00=313.8 CFS (EMERGENCY ES! R/W 20.50 TW VARIES 8' 11, 19.50 MAX. 7'-11' 18.50 ATER SURFACE FS EMERGENCY ESCAPE) � �1850 MAX. EXIST. WATER SURFACE FOR EXIST. CURB & GUTTER 18.42 100 YEAR STORM 2% 0-1--r T -1--r BOTTOM OF BASIN A 4- THICK P.C.C. (2500 PSI) REINF. W'E CD C TMBARS @ 2 O.C. EACH WAY, RED IN CONCRETE SECTION SECTION "A -A" NOT TO SCALE CONSTRUCT 8" P.C.C. (2500 PSI) CUTOFF WALL WITH #4 BARS @ 24- O.C. EACH WAY Underground Service Alert 369 SAN MIGUEL DRIVE, SUITE 350 NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-9310 E T 01' ASIN SCALE: 1"=20' 31 T.W. & T.F. STEPS HERE Cq C co co ct a 19.40 INV, I INT. PIPE 25H x 1 O'W LINE "A" R.C. BOX 75* 36" LONG g4 BARS @ 12" O.C. IN TOP AN BOTTOM (CENTERED j: DAV CITED I THDE7C' IN SECTION) Pi R=61p -R-6" 1$„ - - - _.... - - - 18"1 IRS ®12" O.C. IN al 18" � IDES #4 BA OF BOX STRUCTURES 18"1 e4 BARS @ 12" Q.C. IN �CENTERED IN SECTION) �IDS OF BOX STRUCTURES 6%6" FILLET IGENTERED IN SECTION) 6%6" FILLET A4 STA. 9+26.52 JUNCTION STRUCTURE DETAIL 17' SCALE: 1"=4' "ASI STA. 8+97.03 JUNCTION CONNECTION DETAIL "A7pp 103, 19.20 INV. BOX INT. PIPE 1 /5�7 BOX C\; 51.5 5.71' R.C,P. _q " as 3 3gjAl 6' STA. 8+64.74 JUNCTION STRUCTURE DETAIL SCALE: 1"=4' a1,& r Ps NOTE: DIMENSIONS' ARE TO "A PP IQ" CENTER OF11WALL (TYP.) 3725 INV SCALE: 1"=4' 1 11.351 4,85' STRUCTURE 6 RIM ELEV. STRUCTURE INT. PIPE R.C.P. R.C.P, PER PLAN \ DIA. ,-6" PVC THREADED CAP INT. PIPE FINISHED SURFACE --, \ (SET RIM 3" ABOVE F,S.) - - - --- - - - - - 48" 42' VV MUZ Al R.C.P.- 6" PVC (SDR 35) 4" THICK P.C.C. (2500 PSI) R.C.P. i 64.5 R.C.P. 30R.C.P. ' 45' 30 ' 6" PVC -45' ELBOW 36' 6" PVC-WYEPVC 6" - ------ 00 6" PVC 6" CLEANOUT DETAIL 2.001 3.73' 0192' 5.58' OTTOM NOT TO SCALE I "A2" F BASIN 14,50 STA. 21+38.30 TRANSITION STRUCTURE DETAIL ST. STA. 13+82.78 TRANSITION STRUCTURE DETAIL STA. 10+16.21 TRANSITION STRUCTURE DETAIL SCALE: 1"=4' " SCALE: 1=4' RIM ELEV. 6" PVC THREADED CAP SCALE: 1"=4' )TE: JADED AREA REPRESENTS 6" PVC (SDR 35) )NCRETE LINING 6" PVC -45' ELBOW 2,47' 3.78' 2.75' "Al Opp 6" PVC -WYE A USE 6" PIPE BAND TO SECURE N-) 39.99 INV. GALVANIZED SCREEN MESH TO N STRUCTURE OPEN END OF PIPE INT. PIPE 19.71 INV. BOX 6" PVC 11.00 \ /0 INT. PIPE _j 11.95