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HomeMy WebLinkAbout1272-D CONSTRUCTION NOTES t OI REMOVE EXISTING HEADWALL. O2 REMOVE EXISTING 24" C.M.P. (3 EA.) I 3O REMOVE EXISTING 3911 R.C.P. " ® REMOVE EXISTING CONC. SWALE AND PATCH BACK WITH Q,Cb•/257.b'O vo/O =//90.00 CA, 2" A.C. OVER COMPACTED NATIVE. 1440 Q TOP 01=&7167 C11RIVIVS-Z � rlUr QkXI=/27G.BOc �/00� 1025 "f�. /00 r O5 CONSTRUCT 41 X 121 SINGLE BOX CULVERT PER DETAILS ON oloo= cis. L'ONSTRUCT clow L/NK FENCE 149 S HT. 5 PER A"P. W A" STD. DW6. // EXIST. lRf!!CE &00-0. / �� - 1430 r1sli CONSTRUCT 30.5 L.F. OF 24" RC.P , D - 1000 . '• .�o ___-�i/NvcRTOFEX/ST /427. 2_9 $Z i CN�4n/wEC CONSTRUCT P.C.C. HEADWALL PER HEADWALL DETAIL ON SHEET 5. 1/24.40 $ ►:"' �� - - L/.6.C. O8 CONSTRUCT 65.5 L.F. OF 54" R.C.P. , D = 1000 • `� i P/PE CLO�UR� � O 1421.68 4, O9 CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO �' �� PROP05ED /�V/Sf1 SUPFACE ✓ �Q�� �" /42/.85 F.C. CUCAMONGA STD. DWG. 504 W= 21 ', V= 3-72' . AND LOCAL 1430 ��� _ _ , s=o.006- • ELEV 'S� CON57eP CT C,�,WIAI GAI le AFAXE EX/ST. SU,PFAcE� c c v Q y f DEPRESSION PER STD. DWG. 518. - PFP ,9.P.W,, 67,00W6. 600-0 qZ O ' ' 10 CONSTRUCT 15.5 L.F. OF 27 R. C. P., D 1000. O 4p GM"P O�`o -1420 II CONSTRUCT J.S. 11A" PER CITY OF RANCHO CUCAMONGA STD. 3.�X/5r 2G , DWG. 508 A= 45', B = 18% aC= 5.91', D = 54% IE 4. 19', F= 2.29 , TOPOFEX/ST. /i f" �P' Q �J O top G =2.22 L =2.89 , ELEV. R =1422.35 ELEV. S = 1422 . 13. E�7/G" l �+► h `�► �� o 12 CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO �� p * cv pop � CUCAMONGA STD. DWG. 504 W 21 , V 4.41 ' . AND LOCAL EXIST. C//,�N�flECo� + N : p , //NI'ERT R � DEPRESSION PER STD. DWG. 518. R b Q ti� 13 CONSTRUCT 17.0 L.F. OF 21" R.C.P, D= 1000. 1420 90 R�'` °' �r W 14 CONSTRUCT J.S. NO. I PER L.A.C.F C. D. STD. DWG. 2- D189"= 65.46 LF 54 A 45 B 21 % C 3. 14', ELEV. R 1421. 33 , ELEV. S R.C.P D=1000 1420.37 . gp /� �4 O 8 'Q a 15 CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO 3 � E¢ h _ . °' oo CUCAMONGA STD. DWG. 504 W- 28'9 V=4.44' AND LOCAL 'V 41 STA. 10 +00. 56 DEPRESSION PER STD. DWG. 518. a " 16 CONSTRUCT 31 L.F. OF 24" R.C. P., D= 1250. �, w� 54 R.C.P PROFILE /72 L.f 4X/? �E'.C.B. SCALE: __- 17 CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. 504 W=28' V=6.77' AND LOCAL VERT. 1" = 41 DEPRESSION PER STD. DWG. 518. HORIZ. 1"= 40' 18 CONSTRUCT 124.0 L.F. OF 33" R.C. P. , D = 1000 . 7 8 9 10 � I I 12 441 44' r 19 CONSTRUCT J.S. NO. 1 PER 1 L.A.C.F.C.D. STD. DWG. 2-�DI89 321 h 'Id I A =65.4 00 00 B= 33 C= 2.61 EL EV. R = 1421.08 , ELEV. S =1421.03. CONSTRUCT CATCH BASIN NO. 3 PER CITY I OF RANCHO CUCAMONGA STD. DWG. 504 W=21 , V= 4 .52 AND LOCAL - �II 4J . iii vQQ � 1 = 40 *41 W h vel h O �� F. - 21 CONSTRUCT 31 .0 L.F. OF 24 R.C. P., D= 1500 . m R I � j� q I o h j - �� (x'14 _ 2.59' ® CONSTRUCT CATCH BASIN NO. 3 PER CITY OF RANCHO 1 1 1 = 40 \�_ AoZI"5¢Fc. N CUCAMONGA STD. DWG. 504 W=21 V= 6. 58 AND LOCAL m o W O v o� O V I�� �" 114 Q vk o �W h 00 Id2l15Ft DEPRESSION PER STD. DWG. 518. O Q H Q ~ 3 CONSTRUCT 48 L.F. OF 3011 R.C.P., D= 1000. ? Q h h ' hal o (SEE BELOW LEFT) MATCH LINE - STA. 7 + 00. 00 CONSTRUCT CATCH BASIN N0. I PER CITY OF RANCHO u� Q L 43 �' O Q Q o ,. CUCAMONGA STD. DWG. 504 W 81, V= 6.85' AND LOCAL � W o / zi 70 lkiq,�I��• = �- I t DEPRESSION PER STD. DWG. 518. A II t� `� Wh ' ;� ( i c.e ©5 CONSTRUCT 40.0 L.F. OF 3011 R.C. P., D= 1250. 5 12 I I 3 c� I 10 52 E / 2�% HAVEN, E 13 S v it 5 AVE , III �.. ' o 1 ®6 CONSTRUCT MODIFIED J.S. NO. 1 APER L.A.C.FC.D. STD. DWG. 2-D189 Bi 5 II I I I �`. 1 DETAIL, PAGE 5 A= 45 , B= 54 , C= 5.50' , ELEV. R - 1421. 88 , 14 � I L I 2 _La-= _ � � I � � ' ELEV. S - 14 21.8 5 . t1 I I I e CONSTRUCT CATCH BASIN NO. 3 PER CITY 1 OF RANCHO NO/ 22 /B w -. - - 6 DEPRESSION PER STD DWG 518. V- 3. 22 AND LOCAL 30 6 CUCAMONGA STD DWG 504 W 14 - - - ------ ice.• _ ���. - - _ ------- - -- ----- ----- _-- n � ,I �-- H I - 2 - --------- ---- ,, 5 ' 1 6' -7 - -- --__-- II 0) I �'� ® CONSTRUCT 22.5' L.F. OF 18" R.C.P. , D = 1250. ---- - ----- ---- I - - T - �, I� � _ - - 7 -� - - - ��--- --T - - - - - - - - MODIFIED / 19 EX/5T. C.I�I. . - 32 .32 9 CONSTRUCT J.S. N0.1 PER L.A.C. F. C.D. STD. DWG. 2-D189 h °0 7 I 28 4 o O JUNCTION i i i / / ® = 45° 13 = 18", 1 E 11 " = 42 3 11 • SIC ION STRUCTURE B 44 44 A C =2.97, EL V. R I 4. 8 , ELEV. " S"= 1423.86. 1423.86. /V03 / w 5 EX/ST. I5L,01Z2 WITH MANHOLE N O //49 E I G4TF,P,4L C N O*//'43 E\ ® CONSTRUCT PIPE CLOSURE PER DETAIL ON SHT. 5 . - - - _ - - --- - ---__--- -_5'f1T. I ---- ---- --------- - - - - -SEE STD. DWG. # 511 ( REMOVE EXIST. CATCH BASIN AND LOCAL DEPRESSION. 18 a �� ' _ - -SEE L.A. COUNTY DWG. # 2-D113 REMOVE INTERFERING PORTIONS OF EXIST. LATERAL AND EXIST. /5'G41t/0 cv - - ------- - - FOR STEEL �PELOC�ITE E.Y/ST/ tV. c,P E sc/EET 7 F4R PLUG OPEN ENDS. - - - - STA. 9 .P5.38 TEMPOIP.4RY TR!!FF/C � 1) GBE62 WEST OF f1AVE/v4vE/tIUE Ll,7TER!!L �4 ' " " I5c�01+/O CCLt/STRUCT/ON � � � h Q ®3 EXISTING 27" R.C.P. TO REMAIN. R 16 15 I - EX/1 STO. 07TC�/9Z1A1,,5 Q CONSTRUCT MODIFIED J.S. "B° PER CITY OF ® CONSTRUCT 6' CHAIN LINK FENCE PER CALTRANS STD. DWG. F-10. 4O 6'G�HP.r _6 _ 6"G<�I4,G _ - _ _ RANCHO CUCAMONGA STD. DWG. 511 AS MODIFIED -- _ - r - _- -- __ =��, - - - - - -- - -_ -__ _ - _- _ '_7- - _1 �= �J PER DETAIL THIS SHEET. 7 _-_ _ CITY OF RANCHO - -- ---- - - --- -- --- -- CUCAMONGA --- i i I . \`wl ,PELOCIITF EX/ST.--I - - ------ -- --- \ 122 4 67 // � 40- Z 24 POWER POLE Ca STORM DRAIN IMPROVEMENTS 7-96T4 - 00 a IVs= `- -- IO EXIST. UTILITIES TO BE RELOCATED BY STA 5�OD. 00 EW I I I / !. 82. 72 DESCRIPTION OF REVISION DATE CITY OTHERS. HAVEN AVENUE AND APPRO © EXIST. SIGNAL POST SEE SHEET N0. 6 FOR NINETEENTH STREET ( ROUTE 301 CURVE DATA I II 3 STA. 4-/2. 72 JUNCTION STRUCTURE "B" MODIFIED 81 DISPOSITION . Q R L T I k CB. �I MANHOLE ADDED. (/31/89 IMM „ R I I JL� APPROVED BY: DATE:5 41° 52 36 22. 50 16.45 8. 61 ' STAG + 70. 50 's�l,�\ pr CITY ENGINEER R.C.E. NO.22397 C.8. BENCHMARK. ASL Con�ultingEn ineeI SDESIGN RECOMMENDED � Vi W. B. {f �L3I1 ��' CHISLED "O" IN HEADWALL ON NORTHWEST CORNER OF 19TH STREET & HAVEN AVE. ' �� c.E 28573 DRAWN SHEET MATCH LINE - STA. ! + 00. 00 /� ROBFR H. REINEN J. L. 2 OF 8 s �ilh�` � SCALE FILE NO (SEE ABOVE RIGHT) ELEV. 1430. 89 DtAGNEDBY W.B. CHECKEDBY"^_ N.O. - CHECKED DRAWING No. J. L. MARCH, 1988 I" = 40' 1528. N I R.C.E. NO DRA�JN et _ DATE _ _ _ _ N.0• DATE FILE NO 1272 - D