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HomeMy WebLinkAbout1767-D r - , r t + - - - .. : , , . } # 00JD a ,} i -- WQE__ L PIPE, _. - - - -- - - S --'- , ! 111 : 4 + >- --} � �- I r '� � ; � I i r � �-- , -r � �-- i .1� , � � 1 t- , 4 1 -�- - -- —! 1-- J.- - -- ---f-i-�_�t_ {} � � { 41 � --- --- i Jy{� f{{ � I I I ' it i _-�___+-__x--- ___y..__y._-_�_-___r-4--�-----4---.� .-�----�--�--•---•----•.__- t---`�---�Tj-- --t�. �1---+---1--- -«--_ . i �lC23 hid -+-- y._ i i "-.}"_-_ " - _ � ----1--- -• -{-- r I ..i } , a - , , 779. 4# t I i I } - J , + 1 r - -- r 1 PROP. S/W t - -- -- - t +" r= -- ;. _ - Ex. CONC. cHAN. WALL -�- _ } _ LJ - - - + i j 2 (TO BE REMOVED) EX. POWER POLE # : t I + : • # : } : 'f ! : 1 EX. A.C. SURFACE NEW PAVT. EX. METAL GRATE PROP HANG WALL SEE PLN.) Cl I (TO BE REMOVED) 16 4-AC/4-AB -- - - -- -- -- - pp of 1 I fi ( + j 1 rt t I 7 r + + r -•� ( t 1 ( - I y - EX. STONE WALL - - - } _ i •' - 11 N # - - - GRADE �• L- � (y -}={---�- —•�----•i--�— TO GRAIN I If1 ' � ' } } � } � ; r , ��—'_-.T 1 � dIS i ' r ' r � , j � ( , _ j ',• - _ - TT -17 TH =.025, . _ =.022m 17 F{ I # � � 19 104GIES (EYE 911Y) Q 4 SFS V-' 7. 3-GFS � I + � � R � � ; 1 � _ � " - --- - -� EMBEDED ON OONC. ! r + i I ( i i 1 I z 1 + i - HORIZ. SCALE. 1 —20 - + — --�-- -- - —� _ –. – -- _ __ . + --+- -- . ti ¢ .� - , .�- - _ t. - - --1 r i i r ( ( i ( -� } i 3 SECTION B-8 T VERT. SCALE: 1 =2 ; i } i } , i # ! + , � l cFs, v— 2s.�s des l�=; �s;c v a Loa t j l — _ - - 500' I S 08'7 ( r SCALE: G 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 S T A. t 12+45 H: > >.=5, °� HASP �: � - 5 3.471 �-� EYE BOLT & EAR 90CH EX. EL. (NO. WL.) 2' (SO. WL,).' I D GRATE 0 GALVANIZED M BARS MELDED 0 5' SPACE (H=26•, W-40•) F" SCALE: 1 "_ FRONT VIEW 20 �, ♦ JOIN EX. STONE WALL ♦ \ Q MATCH EXIST. EL. REMOVE PORTION OF EX. WALL ' ` REPLACE WITH R.C. WING WALL ♦ ♦ \, �� GRADE TO MATCH EX. ♦ .r 3 A 't EX. 36" RCP REF. PLAN _ - \ + SBCFCD 1-409-4 •� TM" o 5'f STL. GRATE 67.32 Fl .RA Fl _ -- Q PROP. METAL RAIL ` � BAR 0 6. O.C. EACH WAY. (TYP.) EX. 54 RCP REF. PLAN sr 47r} SBCFCD 1-409-4 - - - - - - -- - - - - - - - ---- �- - - - (VAR. PER SW ---- - -- -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - �- — - -- �- � - - y e7eNv. ' 2' FOR S0. WALL ►� cTE - - - --- -- - --- ------ �---- ------------------------- -- - -------- ---- S 5% SEE�wTCHEX. ALL EL) LL EX. 60" �CI�REF.7LAN - - - - - - -- � _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M SBCFCD 1-409-4 � � '� le' RCP 5 ,c� 00 ----- --------------------------------------- - W12---- - --- --- -\-------------- - 18" RCP 10+00 11+00 - 12+00 13+00 14+00 14+27.46 f » ---�------------------ ----------------------�- -- ------------------- ------------------------- S00'00 04 W ---------------------------------- ------ ----�e�--- ---------------------------------------- -------- '0 . » +- S00'00.04"W I v --------�------ 4 S00 0 04 W _ EX. 2.50' X 3.00' CONC. BOX t `:' - ------------------------ ` . � n - (NO PLANS AVAL---- - -- ------ - - --- - - --- ---------��-- ------ ----- ------------------------------------------- ---- - X3.50' TYP. (NO PLANS AVAL.) 15 � A ��� � 0 50' 3 50' p a \ N 4 sod•00'07"** ( EY.471 TW SECTION -------------------------------- - ___ ------------' -------------�.-� ------- ---- - - --- -- --- --- - -- - ---- -- --- -------------CAS�-- ------- ----- ---------- ----- -- �D72lTM» $7.47FIN. R 9 �_ N ss -- e7 32 FIN Fl. --w24• N - - - - - - _` 1 - wo- - 2 - - - - = - - -- ---- - - w -- -- ---------------------- ------- SEE SH �. � -.-.., � _. ��.�. _,..V. �� 33'30' t � _ __ ^gpNbOrlEfJlr - - - - c - -1 - - -- -- ------ }/►bhNDON�D PLAN HEADWALL DETAIL 18 17 3-4.0 C.I. PPE PROP. SIDEWALK _ 15 6 ♦ z : 1 ♦ BLDG 2 6 21 SHT 2 ` 0 V I " hl rl CONSTRUCTION NOT[S 'ri ` *98.°5 ' V. °° ♦ z �r� wa,T u E >A �oa� 0l ,�,p z ��10�� + ♦ Lo 1 ♦ ��11--�f arY + DESCRIPTION OF REVISION DATE APPROY . 6�— PROTECT IN PLACE vi = + 15 REMOVE EXISTING 2.5' X 3' P.C.C. CHANNEL INCLUDING STEEL PLATE COVER, J \ 'z ♦ N 21 ' CITY OF RANCHO CUCAMONGA INLET WALLS, STEEL GRATE AND FILL VOIDS WITH 90% MIN. COMPACTION. N � Q �; ♦ (FIELD LOCATE EXACT LOCATION OF THE EXIST CHANNEL) 21 AIS 1771 CONSTRUCT PIPE HEADWALL WITH STEEL GRATE PER DETAIL HEREIN. w ' z STORM DRAIN IMPROVEMENT 16 + m > 17 INSTALL 18" DIA., 6 LF. RCP, 1500 D �' IN 18 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF STD. DWG. NO. 300 Am '- 151`"-19 G P� `\ a L)3 W=14', V= 4.48', WITH LOCAL DEPRESSION CASE "A" (SEE NOTE 12 ON SHT. 2) AMETHYST AVENUE 19 CONSTRUCT 118 LF. 24" RCP-1500 D �OG�Go A = 55' 09 37 20 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY STD. DWG NO. 331 L = 21.18' " FROM 300 t NORTH OF ROBERDS CT.TO 450't NORTH B- 24", T- 5.5", C- 4', A-1138' (FIELD ADJUST AS NECESSARY) T = 11.49' APPROVED BY: DATE: L° 21 GRADE TO DRAIN C = 20.37' CITY ENGINEER RCE: 24653 22INSTALL 6 LF. HAND RAIL TYPE "B" PER CITY STD. DWG. 602, CONC. FOOTING: R-12"0, D-12" ;-;k- 23 RELOCATE (BY UTILITY CO.) AMETHYST A ° " ~� pRE���E e - �DEn 24 CONSTRUCT MANHOLE NO.1 PER CITY STD. DWG. NO. 318, H-4', M-12"t CITY OF RANCHO CUCAMONGA 28 PROVIDE CONC. SUPPORT PER CCWD STD. NO. 32 0500 CIVIC CENTER DRIVE 3 3 WN RANCHO CUCAMONGA, CA 91730 SHEET 29 CONSTRUCT CURB DRAIN INLET CASE II WITH GRATE PER APWA STD. DWG. NO. 150-2 RD of INCLUDING 3 EA. OF 4"4 CAST IRON PIPE WITH 31' LENGHT EACH AND 3 EA. OF 4"0 CURB OUTLET CHECKED RC.E. No 2,490 DMWM NO. (SEE SHEET 2) ** FIELD ADJUST AS NECESSARY CH DATE FU NO