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HomeMy WebLinkAbout1668-D uj _j 0 x z FINISH SURFACE .......... ........... ...... .... 'AT ......................... 'A IBENCH MARK #70: I . ....... .... ......... ......t I .4 .1 4-- 4. . .4- .......... .......IIIIIIIIIIII........... t . ... ....................IIt IIIIIIIIIII + .........II ............--t + t CHIZLED "O" ON TOP OF CURB AT I .......... .......... .......... I .. .............. I#- ­+­ - , ­+. . -- -- i........... ............ ........ ........... 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I . ..... ........... ........ ........... ........... ........ .......... . ..... t + t- -t.- -4 ......... 4 ...................................... ........... I.. ......... ...... ....... ..............I I,..... .......... .......T T ­, A P� 4 I W -S"' 'A - �1 _­IIIIIIIIIIII+ ... ..................... ---------I -4 + ....... IIIIIII............ .......... 4- ........... .................IHORIZ. 110=40' IIII I—+IIIIIIai I4 . ...... ......... ............ .......................... ...........IArAL 99�tfL.. I 11- ......................... J_- ., .. . ­ 4-1-J. .+ _+ " VERT. 1 =4 IIBcp III0 500-b)- IIIIIIIIIRCP 39 40 41 1 1 10 1 1 23 24 25 26 to - �l mi NOTE: fZlcv- 145-11)de* two" ftlAmp*11 THE BEARING FOR BERYL STREET AND INTERSECTION OR PROJECTS ADJACENT TO An eyiI(,*BERYL STREET IS AS FOLLOWS 1�vtldee TRACT BERYL ST. BEARING WILSON AVE, INT 13951 N 00*33'24" W 22+82 07 14207 N 00'35'00" W 22+8&95 44 A rs Zia*,o of" :�,&rre*e-'al C�*41+15.62 WILSON AVE Wi 'rr JS'?o I SEE SHEET 8 LT. 13+15.34 HELLMAN AVE. SEE SHEET 5 RT. SCALE: 1 40'HELLMAN AVENUE PROPOSED WILSON AVENUE 22 69. SCALE: 1 40' TRACT NO. 14207 SCALE: 1 "=40'K 2 26+16.68 PCC C14 In om- N71'20'57"W (RT -0 O� 90. 22+82.07 BERYL ST.= M C-4 U 0 27+52.59 WILSON AVE.=27+52.59 WILSON AVE.cp of 0 z TE 24" RCP PRIVA C4 Z + - too to LOT "All LO REMOVE EXISTING 22+82.07 BERYL ST.. _j + REPAINT EXISTING Go + N PER PRECISE + co > 0 STRIPING TO REMAIN R18-1 SIGN.--,,,,, C4 GRADING PLAN +0 z STORM DRAIN IMPROVEMENTS 88 PER DWG. NO. 1667. F LATE+ 61 60 1 .q- RAL OD"L...........CN 31 RA ZL 84 30 42 43 23 24 La 4c 40 +_ 29 CD A56-6 LLJ N 89�5Cr42F W 4]9 to 5+19 6--i Pcr 61 z EC U-) N, '06-38-W (R) B 2-F M.P. STORM DRAIN N05 U 6-r4b 23+35.57 C MH cn LAJ Z 85 @ 56 22+460:615 CL INT 0 G + 0 8 Lai 8 02 ­­ 67 ......&LN t,2-35 b 1 b"W (R) lkl N05*11'57" R)0 F__ ILATERAL roo 00 .............a'04 6 . ... ..... ....... +4& 00 m�-m IC14 .........c7)5 7 ------------ z + +C4 CN_�EXISTING IMPROVEMENTS(TYP) PER DRAWING NO. 790 24 + m ...........................014� L -7 01 cd%�, 23 0 BERYL STREET 0 3 N53-04'47"W (R) PER TRACT 14207 HELLMAN AVENU.E WILSON AVENUE W AVENUE SEE SHEET 5 RT. SEE AT RIGHT de BERYL STREET jer-O I ' I WILSON AVENUE �A ;4'-� �5- S: DESCRIPTION OF REVISION DATE cTqY ( CONSTRUCT 5" A C. PAVEMENT OVER 6" AGGREGATE BASE I -_ --- 1APPROVED D INSTALL 24" R.C.P. (1500-D) FESS/0,CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. PLAN 102, WITHIN COMMUNITY CONSTRUCT CONCRETE MANHOLE NO. 4 PER CITY STD. PLAN 321. CITY 0 RANCHO CUCAMONGA TRAIL USE TRANSVERSE MEDIUM BROOM FINISH FOR CONCRETE. INSTALL 4" DASHED WHITE STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 8. PLAN AND PROFILE CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103, INSTALL 8" SOLID WHITE STRIPE - LENGTH AS SHOWN. .47%7 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN 104, A2-8 STORM DRAIN ALIGNMENT DATA STRUCTURE DATA bou I Zm)" WILSON AVENUE INSTALL 4" SOLID WHITE STRIPE - LENGTH AS SHOWN NUMBER IDELTA/BEARING RADIUS LENGTH TANGENT LETTER JJ.S. 22+60.65 M.K 23+35.57 M.H. 26+14.35 FROM STA. 39+00 EAST TO HELLMAN AVE. INSTALL STOP SIGN PER CITY STD. PLAN 401-8. INSTALL 8' DIRECTIONAL ARROW TYPE IV PER CALTRANS STD+ PLAN A24A, nA NOO*33'24"W 65.88' A 37*55'54" 45*00'00" 45'00'00" cl (S) 38*19'06" 45.00' 30.1 O' 15.63' B 24" 36" 12" BERYL STREET AND WILSON AVENUE (5 INSTALL STREET LIGHT, 9500 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON (L) OR (R) AS SHOWN. (C) N37'45'42"E 1.30' C 3.00' 3.9 4' _01)\ STORM DRAIN IMPROVEMENTS CO., PAID FOR AND COORDINATED BY THE DEVELOPER- INSTALL 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CALTRANS nD NOO 33'24"W 6,00' D 60" 1 60" 54" .4,1 ER NOTES AND LEGEND ON SHEET 1. STD. PLAN A24E. (E) 44*50,38" 90.00' 70.44' 37,14' 60" 1 60" 60" TRACT NO. 13951(F) N37*14'55"E 2 0.6 3' R 1756.74 1760.86 INSTALL "STOP" LEGEND PER CALTRANS STD. PLAN A24D. (G) 03'05'28" 90.00' 4,86' 2.43' 1 S 1 1756.37 1760.46 1 ESS101, APPROVED BY: - DAT&CONSTRUCT 20' COMMUNITY TRAIL PER CITY STD. PLAN 1002-A. Ill ( - 1) D K z CITY ENGINEER R.C.E. 90' 24953 N89*37'59"E 54.80' Ilk;CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-8. INSTALL 4" DOUBLE YELLOW STRIPE PER CALTRANS STD. PLAN A208, 04'44'36" 11 390.001115.07' 157.57,- W_DETAIL 21. 0) DESIGN REC KIDED 63*16'04" 190.00' 199.38' 155,44' A NING CATCH BASIN PER CITY STD. PLAN 300, 304, 305 REMOVE ALL CONFLICTING STRIPING AND PAVEMENT LEGENDS NO. 36866 S.H.R. Rm Exp. 6-30-00 INC CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. PLAN 308 (SEE GENERAL NOTE 4). %p DRAWN - SHEE-V Ix 38248 POTATO CANYON RD.. OU GLEN, CALIFORNIA 92399 CONSTRUCT JUNCTION STRUCTURE NO 2 PER CITY STD. PLAN 331. INSTALL 4" DOUBLE YELLOW TWC-WAY LEFT TURN LANE STRIPING CIVI S.H.R. TELOWW (909)864-3180 7 OF 9 INSTALL 60" R.C.P. (1350-D) PER CALTRANS STD. PLAN A2Ot3, DETAIL 31. CAI. Ag DRAWING NO. IIIIINSTALI. R26(S) -NO STOPPING ANY TIME" SIGN.INSTALL 36" R.C.P. 1350-D) B.K.M. KRNHARD K. MAYPI- R.C.E 36866 DATE 1 668-D CL MH 31+96.10 .:a.:.K c:..f,,,>:...--.1.Y......�..,,,.,y.:...f: _�:fi.. -. ..._ .. ,<. .:. ox _,v, .v. ... .,� .-, _ ..: ., .:. « .I :, .a ..< .< n .. ..a .., .<, .: . .. :,. <_ ,.: ., < ... .:, ,.. :., >[. 1111 .- , x111 __. 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V 5,6 FP5 t- t #- # i i i t i i I i ; i t i I i I t } i I i ` �I i i 100 i MPiX 1 ; I i i I i I I , I i I i , 1 : i i, I I ! - 1,�-.. ... 111_1. .. .. _. 1111 ' � � ... ... •... . ..- _. ..1111 ... /I' -1111... 1 111.. ..... ............ _ ... 1_111. .._,... _.. 1111 ... ...1111.. 111 1. .. .. ..- .._... _ ..... ..., .. ........... _..1111 _.__. __._. ... _ ... ... ._ ...-. ... .. 1111. .... -.. 1111.. .-_. 1111 ... ... .. 1111 ... ... ..._ _-_. _.. __ _.- _. _ ._ .. .-.. _... .,..- 1111. ... 1111 .1.... ... 1,111., _ _1111 _. 1_111 1111.. _ _. .. 111,1.- ... ... .. - _- _ 1111. .. ..._ 1111 .- .. .. 1111.. ......_... _. .. 1111. 1_11_1 .__ _. _ ... ..__ .. .1... .. ._. _.. _ 1111. .. .. L • I I + } + + .. .._ _ ... _ .. __.. }. .. T., {... .}..._,... } I_ .. .. .. t_ ... 1._. .}. _ _ .. �. _ �... -I . ._r. .f, ; . + l_... ...� _..�- _ `1111' . _ _ _ _. _ a } , f , i i i 1 + , i i i i i f i i , I i i i , f� � ( ' ; 1 ± I } t i 1yg I t � ....i.. _ 1 I I I I I ; t i i f ; t i t I I i ; I 1 { I s `.35 I .. _ - - - _ _. _- _ _ _ -.. _ _ L - 11 _ _.. _. _ 1111 _ _ 1111.. _ } _._ _ ... 1111.. .... _ .. - - .-.....-...-. 1111.. ,.._.... .. _.. ..._ .. . i } I i i I I I ; ; t `y}(- I ± I y t I b } t I } I t .. _ _ 1111 .. _ 1111 .. .. 1111.. .. ... .. t f > : i , : ! ` • • . r r r 3 3 3 r i • i i , i 1 r • • l 1 1 ! i # 1 1 i I I i I i i I I 3 # 1 t 1 # 1 1 i 1 i # # 1 i } t t t I ; I A i a_. i I ; e i i i : i ' : ; i j i i i j i i i ' ` i : : } ! ! ! s i I I i I t i , I i ! t t ( i # i i I i i I 1 , t - �8i33 t i t t t t t t i I i I I i i i i i t-•, I I # t : : .. ..._..._ _. _.. ..... _ _. - .. _ ....__. .._ . _. _ .... _ _ .. _. ... __ -- - .- _..... _ _ .... _ _ 11" _. - - -- _ - _. . __ _ .. .. _..± 11.11.. ..I t 1# j { t t t t t '_. .. +_1111 t.. _. .. t.. {., _ ! ! i # I � � }- # � � t � � , I i # f # ( � t f ± f } i � � ! t , i i�. ..` �- ....i... .._•j___ ..._...}_.... ..�...j_..... 1111�.._ .,}_. ..{.. 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I I _. _.......____ _.......... .........�---....I__ ....-_. ....... _. +_.. .. . _.. ._._ ...._{_. __ _..... ... _. - __ - _ _ t�- .. _..�_....... 1111 1111 _1111..- ........ -1111 _ t}_._ - _. - - - -- - -_ _. ._ - - - _. __ ...... PROFILE SCALE: I i I I 21 80 L - .540 1 S6t� I 1 " 1 _ ._... ....... __ _ �._ +_... _ �.....__ _.__. _ . _ . . ... �- ..__. _ _ . _ .�.�..._. .. ._ .. _. ... �A_-- _ 1 _--_____� . _ _ - - - --- __ _.. r.�_ ,_�_ ... _ . . : _ } , - - �� H ORI Z. 1 40 - " ± i F 4w R - f } I 11 r AX- ; 11 1 2 6 C 351 ^ - f I 3 5 C 35 t t t I I - 45:7' FSS V' 17. PS , t - _._ . __. __ _ _ _ .......�_.__..�.._r ..._.�-' � � _� _ _... _� - _ _ ... _ 1 i ': .... .. 1111*... *.__..._.. I i i i T.­-----­--- �I L L x s _ _ - 1 3 9.1 C ;Sr ;VMAx 113.3: FP',S # i Q1D0 135 •54 C S. V,,, =22.4 F ;S L. I t - - - - - - - VER 4 ,moi 1111 ...�-_ ..�. I I i i I t IL I I . 26 27 G� 28 29 30 31 10 11 12 13 10 11 12 �_ � hof� �I� 7 ,ex+sriNa oAx rhes' ra � 'J '4 - -2 K�G �ACef 7 M.SeRvElb pelt ARBoRur REPORT STORM DRAIN ALIGNMENT DATA NUMBER DELTA/BEARING RADIUS LENGTH TANGENT A 05'46'50" 912.50' 92.06' 46.07' \ wa 5 NOTE't ` B N12'52'13"E 243.42' t l x% -,s 1 \ \ RIGHT F ENVY 1 '' C N13'33'13"E 219.44' t. R •► I % '�, D 03'35'26" 180.00' 11.28' 5.64' ` . % REQUIRED PRIdR I i E 06'15'23" 18 19 84' TO GRADING PERMIT. j - - \ SCALE: 1 ' -40' 2,:95' _: r i ..,. , , 1. , .. . . i , \ 5 . E / .% '. 1111,, ` 1 % , : � F N36'S0'48"W t-' ,o _ LIMITS OF GRADING Y % H 531715'3 90.00' 83.70' 45.15' TRAiL SURFACE SHAiI BE DECOMPOSED `.. ITS:'OF FXI.STI FLOOD lY �� GRANITE NTH •:4 INCH MIN. BASE WTHIN 1 y..� _...... ST SEMEN K.-w /-`..-,r % NTROL DISTRICT EA T` _ : ... v o'` '� I N00'20'32"w 16.99' 2 J • PUBLIC $TORN DRAIN EASEMENT. { � . I : > '` - ? ,1111.. �. FLOOD CONTROL n /_ \ / - - U 3 REMOVE ROCKS `AND DEARIS AND GRADE '� OF WAY Noo•2 w _ 1111... .s, . \ L ,- F r� w 1- O RFACE SMOOTH, _ rs .;< ! i .r oo v / K 65'16 05 40.00' 45.57' 25.61' ,n n. H r� 't' .. 1. W / O :ts,• . / -., _•.. 1111, u) T R G / -1 11 :,,,,..,.• '<. M L N65'36'36"w 14.15 W .� <o i/ f �, „'a. O - " •z FINISH C TOUR TYP ._ �... • _1111. _ . . Obi ( . ) ti :` _m. -M-' 12 RCP R U / s sr• iii ✓ ' N pf i + Q A / / �C. V1 W Z t „43 i•.� }dr:};;i a y:.\ w / r f f co to ra PRECISE GRADING \.. / A .-• . `+t ' � - ; / &..._PVC PER Z ;•.a< , ', i /,'. :: ww `r' Z N n r -FE ` `vim, ,ti AN s►a.,r " , W « S. PRECISE..GRA �`.`` _ __ N o1rrG, ns / .t / ',.. "'1111.. -s. : --. \ �--- - - N 7 ,.'. 1111_. O "`+ �. --- K . . . 5 ( ,-.. ---- / PLAN ,ef _ a O i .. . . 1.�1 .� +__ o �. _ ,.. c V1 ... - 1111. .. .. ...: � :. :' .. .. --a._ 1 ;; � .. - o ' .. 1111.-. .. _ - < _ _. /. w. _ - 1. r . J --f _ _ 11 i 1. L -PLAN ._: m ,. � w....,1. ,..., .,,<, .,.f .. -11,1,1 1111._.. .,. _ .. 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E �-�' : ` � � 12 -''r '' . � 8 6 _ �'- �,~, G.w t2 -. �� \ _,.. , + + . . t r. 4� :,. k STRUCTURE DATA 1111 .. ,_ . .- .. _ r.. . _ 1 „ , 1 7 3 � .. 1111 ._ : ,,, ,,: , , .,, . .. , ,x: 111 �• . .ter' ,. _ .. :. _ :,. . 1. 1 ,.. . 1. r•. a a. :19.. 2.. .. � 1 .. ... 1111.. .: .. k .. .. ., i ! . ., + , 1111 ��. 1 _ ,a., .. 1. 1_. ..,.,.. .. .., ,• - " -• c: -+ , 6+14.35 M.H. 29+54.49 M.H. 31+89.96 J.S. 10+20.95 -- ---- ---- , -- - - - �, T _ - . �� +2 ,16 1 1x: 11 �' EC LETTER M.H. 2 .'_ _ x:11:1. �- 1 Q,.: 4' A 45'00'00" 46.02'26" 43'45'04" 90'00'00" • _ ::..: 1,111., ..� c ,.:,..: .:-...46;& O 72. 7 A �«- - B H....:, ...1 . . G IS K 12" 24" 60" 24,. 5 _ _ 70.7 _ _ - m- _, _ _ • B 0; MIV �� - ti \ . „E C 3.31' 1. !- FL „w CL I N T _ - 5 \��,��:b�� : � I - I (E .,-,/' - - - ,I,>�_)t -L 6 "� ..�,� g D 54" 54" 48 48 : - ^ m . .. " 8 r 2. 0 �._.. -�- � r- 54" 54" 54" �_ 7 ,�£ :s> 1111 T-p 6 , g �, �,,< .<> - '"� R 1794.08 1792.50 1794.84 s ..• ,..,St ,o •. 1x1;_1 r`U -. � ,.. 1 4f, sr N - O 3 . ', :,. . 6 + 4.4 c� . >;>� , ... ,. >, �9 5 9 :.. ,. _; .2 -G „ "'� S 17 .7 17 1794.4 i t•,.. ;, c> . 93 5 92.368 9 s•<: v t yi "'� 2 Y, F , <..rA1< A �, n, 7 �'� ,.. o� IMITS OF GkADING _ �, .. . , , C ,z / :5 ,: w cn 4 00 of R7. o �t . : F. f J s x,1,11. „ 9 # O : „ <„ d N AT2A NOTE: ,Y '...;y, 7 n p .: : 14 _ / ,' _S.g A 13 _: ;. „ > I RIGHT OF NTSPY ,,::{. i7 i 9 ti 2 `' EGA PER' ,J. 6 i5 ? 1 yf t ,n °Je N A :i'': -<' .{; D L -x,cY �.0 ,<. _ _ - �+ Pp IA ING:'P Ai`I ,t ,� ,.0 _ c ISE GRD L RE WREN? P'RfOR .,- N - :;. :. q f : / 3 3a N :> _ - o i O s ,r s N w �, Y;1.,,� :� t $' I T0'GRADING PERi�AiT. % / ,-w w � ss f 5 >x•, i$ V �' t �" O n_ v .yo:.'' , I \ # \i3 1 f 1'n , ���:, i _ 1111 >�� d "�,� `damF 2-F M.P. STORM DRAIN �=\ li Added t�of-+�y ml - , Q� /-vi D STORM DRAIN CONSTRUCTION NOTES: #` Pt 4 � ' DESCRIPTION OF REVISION DATE - - -- - -- - _- - . >� APPROVED EXISTING FCD EASEMENT 51 CONSTRUCT CURB OPENING CATCH BASiN PER CITY STD. PLAN 300, 304, 305 WITH .f' 4 �I - TO BE QUITCLAIMED 40' PUBLIC STORM DRAIN EASEMENT 25' MIN TO 75' MAX DOUBLE PROTECTION BARS. DOWEL TO TRAP. CHANNEL WITH f 4 BARS ® 18" O.C. �. � CITY OF RANCHO CUCAMONGA 80' MAX. 5' 3' 6' 15' 5' 15' _3 53 CONSTRUCT CONCRETE MANHOLE NO. 2 PER CITY STD. PLAN 319, MODIFIED PER DETAIL SHT. 9. h PRIVATE PRVT . V\ 6o EQUESTRIAN DRAIN 54 CONSTRUCT CONCRETE MANHOLE NO. 4 PER CITY STD. PLAN 321, MODIFIED PER DETAIL SHT. 9. PLAN AND PROFILE Z EA6 MIN MENT EASMT 1 i �Ap12 12" 1 3.25' 12' 3.25' 3< 5 55 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329. 27C MIN. NORTH OF WILSON AVE. EXISTING J 2.0z 12 5' •26' �� ?.I � 56 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY STD. PLAN 331. GRADE V2 _ - y,, °joF STORM DRAIN IMPROVEMENTS 2076 2.1 - 20'A 2.0% 5© INSTALL 60" R.C.P. (1350-D) SLOB COPE 2 D� -- b •03' s 58 INSTALL 54" R.C.P. (1350-D) TRACT NO. 13951 EMERGENCY OVERFLOW 64 , FOR STORM DRAIN, 0-356.54 cfs N y' "� 59 INSTALL 48" R.C.P. (1350-D) oloo - PROPOSED 54" R 94� - - - - - - r 61 INSTALL 24" R.C.P. (1500-D) �oCEss� APPROVED BY: .- DATE-- �, STORM DRAIN PER EMERGENCY OVERFLOW �M~ �� CITY ENGINEER K. R.C.E. N 24953 IMPROVEMENT PLANS FOR STORM DRAIN, 0-345.67 ds t3"� - 64 CONCTRUCT REINFORCED CONCRETE TRAPEZOIDAL CHANNEL PER S.B.C.F.C.D. ti �' ~�p� DESIGN RECOMMENDED A SHOWN N SHEET FILE N0. S.P. 192E, DETAIL S OW 0 SEE 9 N0. 36866 �+� 11 71 » » _ 2 S.H.R. ��/ E SECTIONB B 65 CONSTRUCT CONCRETE CUT-OFF WALL 12" THICK AND 4' DEEP PER S.B.C.F.C.D. * Exp. 6 30 JV���1� )) A $) - $) A $) f ff 1f )f FILE N0. S.P. 192E, DETAIL SHOWN ON SHEET 9. �,� \� DRAWN 38248 POTATO CANYON RD., OM GUN, cAUFORNFA 9z3s9 SHEET SECTI NO SCALE �f Civil. TELU"M (M) e64-3,80 __ ___ __ _ ____ _ __ __ __ __ _ 66 INSTALL PROTECTION BARRIER N0. 2, BEHIND SLUICE GATE INSIDE EXISTING INLET F �. CA1.�F S.H.R. S OF 9 NO SCALE STRUCTURE PER S.B.C.F.C.D. FILE NO. S.P. 101, DETAIL SHOWN ON SHEET 9. CHECKED &0-_r---_q_9 DRAWING NO. B.K.M. BERIIHARD K. MAYS R.C.E. 36866 DATE 1668- __ d D1 NOTES: _ NOTES r- EDGES TO BE 3 ^54 J BARS.' E .{ ROUND TO 3" RADIUS OPTIONAL _ ROUNOFD OPTIONA_ B TO 3" RADIUS OU_ 1. :WHEN DEDTH M FROM STREET GRADE TO THE 'TOP O'= THE BOX IS LESS THAN 2'-'0 1/2" LONG. 4'•0° OUTSIDE D BARS � ;:OR PVL-O STREETS OR 3'-6"' -OR JNPAVED S BEETS. CONSTRUCT MONOLITH.0 30se CONTINUE OPTIONAL FILLfT a 4'•p" a T ADDITIONAL BARS F D1 F t EDGE OF 1. VALUES FOR A. 8, C. Di , D , ELEVATION R AND ELEVATION S ARE 3' O. C - EDGE Or f SHAFT PER SECTION C C AND DEAL N SHAFT FOR ANY DEPTH OF MANHOLE MAY 6'Ot TO INSIDE CONCRETE SHOWN ON THE PROJECT DRAWINGS. - P: CONCRE 3E COnSTRJCTED PER SECTION C C. WHEN DIAMETER D1 S 48" OR LESS EDGE OF MANHOLE 9 -IE BAR -- t 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS A 4 i RADUS : LD r - ;ENTER CF S.-iAi^T MAS FIE LOCA-ED PER OTE 2 C♦ tC "7 OF SPUR : OR I _ I 2 CEN'EH OF MANHOLE SHAFT SHALL BE _OCATEO OVER CENTER LINE 0= STORM DRAIN TATI N — Q THAN 2`-10" FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS, q6• = BARS J 3'-0" MAXIMUM Ct IC E soup CONSTRUCT MONOLITHIC SHAFT PER SECTION C-C AND DETAIL N 3'-a" �o^iG -- s•.z" PiPE SEAT 4.1 ANY STANDARD L N4 H BARS SHAFT FOR ANY DEPTH OF MANHOLE MAY 8E CONSTRUCTED PER SECTION i I NI--EN DIAMETER D, IS 48' OR LESS IND WHICH SASE PLACE E BARS PiPE JOINT 3'-O" LONG .— - ~_ TE 3Aa N4-H BARS SYM4'FTR'CALLY AROUND SiiAF- AT 45 WITH CENTER TINE AND OMT EARS 3-0 BARS. 34oc C-C. WHEN DIAMETER DI IS 48" OR LESS. CENTER OF SHAFT MAY BE D BARS -- - - �- L_ -J 14-H LONG LOCATED PER NOTE 3. 3" O. c. - n __ 3 _ ANJ S'-ALL HAVE THE FOLLOWING VALUES UNLESS O-HERW€SE SHOWN ON THE CONTINUE 6"ee t 0 Q�IL B I 3. k4 J BARS 4 -8' PRO.ECT DRAWINGS Pt (RINGS ANO COV R NOT SHOwr11 LONG 3" O C CONT A D - 96" CR LESS, L = 5'-6' , P 5" h ,..V 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF DETAIL N 2 *i E BARS y ►.r LF A0]'L BARS 6"' O.0 E D OVER 96". L - 6'-0" POMiT THiS CONCRETE RiNGS STORM DRAIN WHEN DIAME T ER DI IS 48 OR LESS. IN WHICH CASE . � TO INSIDE EDGE OF 2p TIE BARS �Q PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. MANHOLE IRINGS AND COVER NOT S-TOWN) L MAY 3E INCREASED OR LOCATION OF MAN�-•IOLE SHI;--TED TO MEET PIPE ENDS -T- O STEP IN PER STD. PLAN WHEN L GREATER THAN -HA' SHOWN ABCVE IS SPECIFIED, D BARS SIAL- BE A 6 6 OARS 4 RADIUS I.D. PAYED PLAN 3Z? STREET GRADE CCN-INUED 6" CC TATI N PT. ��,._ Of SPUR t STREETS S"s 1" RING SEAT 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. ISHAF' NOT SHOWN) WITH A MAX. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE Nt tm OF 36" H BAR 2 H aAR ENGINEER. � 4 STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPY AT CENTER UNE OF „ VARIAOLE STREET GRADE SHAFT =LEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE i6 FOR PAVED , 24° PROLONGED INVERT GRADE -INES STREETS. TRE FOR 5. P SHALL BE 5" FORD = 96. OR LESS AND 8" FORD OVER 96". UNPAVED STREETS E BARS 2 2 MANHOLE FRAME CONCRETE RINGS 5" X t" R'NG i D F PER STC NO 322 SEAT 5 REiN=ORCEMENT SHAL: CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE P4 1 4' D BARS 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL AND COVER PER $TRE£'" GRACE STD NO 324 OMIT THIS STEL H BARS 1 1/2'" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN STREETPLAN TiE TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE IN PAVED SIRE€TS GRADE (SHAFT NOT SHOW") BARS F BARS F F SHOWN, 24" BARS F BARS 6 FLOOR OF MAN-.OLE SHALL BE S -`EEL TROWELED TO SPR NG LINE MAMHOLE MANHOLE FRAME T EDGES 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. MANHOLE SHAFT a 6' X 2 PIPE `'_' 7 BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT T-iA" SHAFT AND COVER PER PER STD No 322 3' 0" SEAT o 16" FOR PAVED 24" PER STD. --..--T-+- TO 3"R t S'REETS 2'-2" VARIABLE A CONSTRUCTION JO-'NT 1N"THA LONG±TUDINAL KEY WAY MAY BE PLACED AT SPRING PLAN 322 �+ STD. PLAN 9Z4 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION E BARS y FOR JNPAVED z LINE c EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY cn STREETS 'IE BARS STEEL STEP re M $ 0 BARS r SECTION C—C BE PLACED AT SPRING MiNE. STEEL STEP PER `� - TIE BARS J BARS 8 THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVFL SEA` PER STD. a $ECT ION G—G (SEE NOTE 2) S'D. NO 326 A' ++ F SjT SHALL NOT BE LESS THAN -HE TA3U�AR VALUES FOR F SHOWN ON THIS PLAN PLAN 323 w TIE OARS — --- 9. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE q F GARS 1 ROUND EL 9 D BARS SHALL BE 114 =0R D 39" OR LESS, *5 FOR D „ TIE BARS s " S• " BUILD UP DECK OF LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. � 2 42" TO 84" INCLUSIVE LEVEL j: MANHOLE TO PROVIDE BOUND EDGES F J BARS TO 3" R AND s6 FOR DS 9C" OR OV R -IE BARS SHALL BE t13 F3ARS LEVEL PIPE SEAT 10. ELEVATION $ APPLIES AT INSIDE WALL OF STRUCTURE. -O 3' R 1 SPRING UNE 10 CE'�TER -_INE OF INLET PIPE S-A_L INTERSECT INS DE FACE OF CONE AT SPRING SEAT PIPE ' •"" N ... VARIABLE IL STEPS SHALL CONFORM TO STANDARD PLAN 323. UNLESS OTHERWISE INLET ELEVATION LL LINE JNLESS OTHERWISE SIOWN SEAT A BARS I SHOWN STEPS SHALL BE SPACED 14" TO 15" ON CENTER. THE LOWEST il4 ta" O.C. BOTH APPLIES AT TN-S SECTION C - C 1 V. R o STEP SHALL NOT BE MORE THAN 24" ABOVE THE LEDGE AT THE SIDE OF WAYS 'O BE USED LL POINT 11 STEPS SHALL CONFORM TO STANDARD PLAN 324 UNLESS O"HERW SE SHOWN STEPS ELEV. S SEAT FOR SHAFT THE MANHOLE FLOOR, WHEN D S 50' OR ISEE NOT: 1) SHALL BE SPACED 14" TO 15" ON CENTER. THE LOWEST STEP SHALL NOT BE MORE B BARS WHEN OP 1 NOT LEVEL OVER SECTION A - A THAN 2'-6" ABOVE THE INVERT TABLE F VALUES FOR M (SEE NOTE 21 12, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 324. TA t A F "P- L440111" MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 324 UN_ESS y- 4fRQ" of BOTH SECTION A D F OTHEWISE SHOWN WAYS. TO BE w ' " MIN.. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 322. UNLESS c 38' 6 1/2' 78' 11 /4' *4m18" oc BOTH WAYS. USED WHEN B - 1 1 - OTHERWISE SHOWN. 39" ± 7` 4' '2 '/2' TO OE USED WHEN D IS 60" OR MORE - < PI, 3 MANHOLE SHAFT SHAL_ CCNFORM TO S'ANDARD PLAN 322 UNLESS OTHERWISE SHOWN. Oz E SEA' LEVEL • .. � 7 v2" 90" •3 ,/d" IS 60' OR MORE I SEE VOTE 8 45" 7 4/4- 96- 14- SECTION N—M P 0 THE FOLLOWING STANOARD PLANS ARE INCORPORATED HEREIN: THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN. .. / 1 BARS �' u 48' 102" , 1/2.. t SHAFT----...� 5's2" PIPE SEAT • I 1 1 ' 4 / ° 1 1/ ;�--- I 7" t t 1 325 S4FEL STE S C.E FRAME AND COVER • 12 322 STANDARD MANHOLE SHAFT • ' 0 BARS / s u 324 2A-INCH MANHOLE FRAME AND COVER 54 g t a' /2" F A v$ I I v u / 325 STEEL STEPS i i 3' R I S 9 1/a` t20" '7"_ I i 60" 9 1/2" 126" 17" D BARS 1" 1/2, ! (/ 4 1 1 Q ) D B RS i 0; 10 132' 17 1/2" ROUND 1" t1 1 ITS ,/N 13,4 y f� 66 10 t/•" t38'" 17 v2" EDGES TO I I IP " t I " --Ie v 1/ 3' RADIUS P 4Ni T � " 1 I M . 1 � 1 l 69� ;0 3/a� t44. ,8.. ELEV TION I / 14t /t 17 i/21 o4 11 16 1/211 TABLE OF VALUES FORM SEE NO I LL TE ' ! 1 1?,- GRADE POINTS PAVED TRS T NPAV D STREET g? 10MQ� I i I 1 1 , 1120 SEE NOTE 4 1 SECTION MAX MIN MAX MIN EV VA f 4 I 1/4" ' I I/ 30" POLYMER MAHOLE COVER N q 1'--0 v2" 3'-6" 121-3-911 I WITH FRAME, PER J & R CONCRETE SECTION B - B �_ C -1r 0 •8 1/2" r-4' ''•3" 4 "- i. 3/4" BOLT, 4 REQ'D, PRODUCTS STD. DWG. 301NCVR EQUESTRIAN TRAIL LONGITUDINAL SgCT10N -1 REDHEAD TO GRADE RING--,,,,. (PH: 909-943-5855) FINISH GRADE CITY STD. PLAN 319 MANHOLE NO. 2 CITY STD. PLAN 321 ��j��j��j�� _ MANHOLE NO. 4 %�,,�,� %,,%,. ,.%,�, �• %,� _ NO SCALE NO SCALE a a A 30 1/8" a a4 � tss_ Note I a a NOTE: SEE STANDARD 4` ` T•• 1 ft ilnprownl.+►t ) .. :. (§ F PLAN 322 FOR OTHER a a APPLICABLE DETAILS a All Concrete shall be v a ADD 2-05 Mrs ff, here tf Wag. if+llpketi ItYp. iu, Eats! Clea A t:oncrsTe a / Cut-off "I, If thick, I'-i"doer vloco cnt-off Side NSA• I Side slope trolls 0 20d she 6.C. a J )See Ntlte 31 Isco Note 31 \ M as !Mewl on the ploys) i i \ a 36" v 4I'#f•ne1N wepl,ews0 t0's•.e., � � ,P 4 e a wftd via ON ce h. of tt•rtntlw � ` �1V 44 Dowels 0 18"o C- s b•cRfiil wohriol M • MIw4op e•cM, t cenfaed in e•ch cul-off it EQUESTRIAN TRAIL AREA fe""'" f`" f" �" ' " a ed sib roe 4 did t . weft f 4ace dowels to sbewnl lewdoors dvlb ON bcftou of tins- _ , POLYMER MANHOLE DETAIL co »_pier 10 p4certirM N c.ner.l• r.. .I.I..t« at�3'•Iln. � � 1,r NAal.l )see Na.3j (ko" MMI welts) I - 44 Nn o N'•.e. NO SCALE Co• fTVCIion joint f _ 2% Is.• detail) TYPICAL CHANNEL LINING �DETAIL-CONCRETE PAVED No SCALE •.� w•pi,oM ��� tIDTES: mf.c. a.. 11mawl1ee R.0 n.. w at 4• e• .• I in pllsrel,al em-IrwCH" molerhls elle C•estructios .lathed,, s. The interval Of w spholes sMoI1 b• Sud► flits e _ �._ t. Ayw cawchl rsM •tl•er twee elf W ssgy o•d s►eh► tbn sr t>.e.. --- --- �"`--'~� -----' I 1 SYM A60IJT r ~" - -- •`;"1 �. "I Conform N the Sbndord SpecifleeNons Of the we•phok will M Iocolod 2' •pstrtoen of all �OP11on•! const. NlsM Asglse J -e'�• ; ' ,. r r'•, • I r I"` State Of C011forolo, cut-off rNls and Ironsva.e weolmir"d plane 1 I I ^Xt ,* 1 > p t .;t ti ! , ' • , AI t TM• sMer s» Mtioe•Mrl!• dris,td w« a pr•+ide • tient M w,w IIIc Meer r*» i pteq.At— joints Canttrvction joie/ Invert joint T C ; '. •;W21" ,q ' • t • • • . y`�•. IM a ` ; ! M+ns•►it M•M M Mwe ea NMt ed• OSW Mal•r•N••. � • ;..N+.N A.e/.. 2. s« ,ol prarisiorle r« •dditterla dote relst,+re to chesn•1 CONSTRYCT Q€TAIL A. j M r M"tt ►'N , r. •' • •,. linins. �_ SMtI H•-3• Imp , • r' • -IL • 1, aa-aeM 4. The si o*"& EMM/w mawki uiit M term*ad ti IM billet M 1M co•mw, 3 For dimensions and fide dopes, no T"Peol ChonnN Section on 10 SCALE J = TMR �Nreid * ; mM Pia • ,T•,• •. PIM and P►efilo do-wk l*a 5. The reintoaoms+d wall oWl be wpporled in t 1 r { NMNearw - S AN els-MSA Iie•+Hw int/ Mies atiel, N drilMd •• M IMM ti.•e M !M cope•!. 4 Sew cut tr•ntvarse whew pleas *04 M Ills iew•rt sod Slee bolls direttiess N 4' ewtsin,us, epoch' a ll-- .alk N Ilse cMwnl 1401 7!s OC The first end lost joist• as directed h Itis Ess,neeT. r•�. Aqt.. i All tr.Of •..11 M s/e-1•sM aid IIe••04 111% 6 e.I a suwr.ww of 4 tectiq Irl! o W. er•eWrehit shell be pWW 20' fres, each cut-Of welt ,joints "I N I/4" gyp t o,,,od wells sMetl be PWW by sloel,ir,e W*q . tiaNins dkp fon. •ed *otl he •sUrnoll� ~04 t j / •. M•w,••id •N•N M 1•rwMM1 TIM Ms ••M esI •i•i•ek srestws M M,•A �IiI!•arM s.a. rnNlt. us• N • •fibro tKr•M a eq,srelent w I t l frs•se Aye , a'+.c• rr..•.M i+«w. vy+.s t F+"•ls" n,ptiel„Iri in width els to o dpeM N within I/1'of tl,e eeinferp- T• or ' rWb ,;,.'�y 1„ SECT" At-A@ II t. fr«se,Waco,sod � eyes sun Me.• me mm top Niy lop lege M of dw ctisii fit Dur 1« by Now" *4 Ise«iw Mt.• ISO* Nets N• 11 • tel; - 'iieN.s beet idols •Hid e+ifeq.••• S•c,ies Meet 2. lin sl►e 1 M finft ished by o light broominof the o channel are" Amt S• 8, At l Ttta•eI en•s tf Mw,p pM► N IMM u•tt ••d 1•sM s,e.Mrs s+lf M 11•sM i.tli Me IMM •MI•• shall be protected against scarring and damoge. �.. tl.t.,7,s1,.51 leer.tp fir..« .�... a. •el f.» um i.tl stwb to 91%.OCIAL S.B.C.F.C.D. FILE N 0. S.P. 19 2E s s•Ir.ekt r f•.re+s r«ls NNr Idne•tb.. e•r , i . = taw- r t,• !!;•• MM 1U RI etJ rN It, t , + 1a e.••r •r oiertMe eeill•et ewl•••s .ten a soel N retwrreet rr••ee d*M► >.Isstll.M.•. i t ; sr•a t b�}• 1 , i TRAPEZOIDAL CHANNEL t{. For N►rur• >i dein •N Nw M irMlA,we sse Mop Itis fide s+1dIM N WN•r• _ --fir Isis- l Ment.t! owl. � �3'srri�fs•er M ..-_ ' Eed Res+ V•,tNls � Rt: Per. 1- ey A•P.• I a it. M as b«•Iw WWI% edetas It too,prs Ms an 0011- .1 Map es Me o«It•iw M 011e i•rtiet. NO SCALE 1 i i T i�s,w. --� -.E• (--i •F , ::� R ter terriers tsc»Ilse a tow 4 Miert w wNM,w• Moa e•{tn ••els► Mete/ et • •re4mme i • _- Mrriw •e t•. � • eI i f••1 c•ritM. i 6Ar ! ► Lo &_ ' r N.� ifb• Od►1 • 14. Isle) •IM•ri•1 at,di M • elswlssir .Ire N00 Irirw� • • e.eiei«et.11, .« ..11.11, INers! itNtiNcoNen OY•A-MA irterfwr31 DETAIL B 4'•e'■ I ;ztta.al . w r•rt J .f Ilse.p.atic•N.ae ►« •QaNtos.t .getr.l•.nte •sd ewtw we�rrwr CITY A,lyt_ 1 ,:_� DESCRIPTION OF REVISION DATE I r « ihil- APPROVED a twt snel. ewe aMr•r t SECTION Ot-Br tMrrt•r R.. •� � • � -->rA� �OePI -_' // � -!" � 1' Ays Ag1t• Mee Leel I•ls • • __ ,~,..r f'I" _ _ SECTION E-E t :•.�. • form - •► awsi• :•s:•.j• :•.r. �!- CITY OF RANCHO C U CAM O N GA INLET BARRIER •• 1�,-: - 3.' _it-_ti list �f�l aM•!tl ! rsre ' _•�•�• : •= o!GOT •2 d 2 o s •i• • R.C. 80X R.C. PIPE OUTLET ' r a e:•4'• ' rwa ' • 3•r>•• Y.s' r r. '+f OUTLET OARRIER ELEVAT ION t sus; .>< . • #•� r. s. S•srs v.r.• i'1 +P1 SECTION '••'•.i $!».. 1 4' 1+o^� ia... 'ta..' 1%8 w �.•._ DRAINAGE DETAILS Al�,f� , r __>!-_.� _ STORM DRAIN IMPROVEMENTS - tbe,t Ankh C , " t�' ,.NMw �•w. NOTE: Far heiedw .«rt«momim �; Be _ • , ; TRACT N O. 13951 ewe,see Shoo p, Ver 0*1 $tc••A ►«...Pie- _ j"moi _ , ; m street".« ow" aleft M R C ills • ' • t..rawlee lalsf S.rrl« sMf be LIMt•1•I - - ---- r) , 1 E APPROVED BY: h ss - DATE: — •els _,,C I h 1 Kms' N IM •i•c Wwrrine• --v Q V L 1 /L 1,, , . I • ' { s' A"e'" o K. l CITY ENGINEER, t R.C.E. NO. 24953 Fiaen Aosta.. C t Q�` syr" .t4 � 6 +- f _ SEC71f?N G;CI r DEVIL C S.B.C.F.C.D. FILE NO. S.P. 101 a•• "''' "� I' S f=' '� �`� �`n�+ - DESIGN + + RECOMM�vDED Exp. 36866 ' S.H.R. JV MM INC PROTECTION BARRIER, Exp. 6-30-00sr \rDRAWN 38z+8 Douro clwratr RO., OAK aEri, culroltnu s23ss T !t CIV 1 >EffNot1E (sok) 864-3180 NO SCALE F CAt1F S.H.R. 9 OF 9 CHECKED j-• �- g'-T�- 99 DRAWING NO. B.K.M. BERNHARD K. PAYER R.C.E M%6 DATE 1668-0