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HomeMy WebLinkAbout1275-D BENCH MARK 1715/ _ • � • CITY OF RANCHO CUCAMONGA BENCH MARK NO. 82. CHISELED IN SOUTH CURB RETURN. SOUTHEAST CORNER OF HAVEN AVENUE AND p WILSON AVENUE. V A ^o�,N ELEVATION 1017,9M vw 41 o1MEo 1705 j� ,�U I N -_ , 1705/ 1690 v 1 690 QIW 6NIGH.CONC. BLV-. v I's, 5CeEEJ WAIL C45 41r4^ +1 - I o�.te � e � + O 1 1 Q�oo = 5. PROP. -GRD OVER PIPE � � + � v + o' 7 Q b d r r r S y S S - < c I 1 s � I� V :: I - ' +� rte' � '� �c��6- S� • � � ,�'Ki 2 Y . 1685 g 0 �• � w` a 1695 96 R 1795/168 tea, , Q n, 1680 N N � �t QQ G��z 22-.8 ,�,� -D - �, � � � •• � 1 � � �� � �`! � � d1 tt.1�T�LL 12.00 L>=• ^. � �G� � � � ..�' qt AI �' t` Qroes dl 2t teGP. GL. 1�2o d Irp CIO- �° Q = 101 �- L + + U 0 0 .Q i GP GI_ 6 + melee �1 t¢ Isla r� = o' S I�� .8b resp - � '� ��,i �• scco•31--l--- �nnl Q �cb /V' aL• I�too b 0 43=o 04 r2 V ikisT^LL -m 7r, Lt= 11.151/�LL �.t� LF• Q ° « " 1675 0 a Oc ►ecP �. taoor�• LATERAL F >� !?G1GL•222U C 6- O.OG2f? 11.157��-�- 1•�Tfo L.1=^ ��- H� t1 F 4' dO• � � � � = 13d.3 � Q � n � � 5=0-�2� T R � r � 6 oP O� p• ��� v D LAE AL A ` �I N + 1� Ik STALL 21s.8e1 aye* 12G1� " M LATERAL E Ll c� . lean �. c� S= o. 0 25 1J»8 ��I� 1•-�a�. ,, �, LINE PROFILE , HORIZ 1 40 &5T-LL 22?'1aG 1- .42"RGP. J cL 1350-c� . VERT 1 4' "- 1665 � PLAN 1 40 $ 2 3 4 + 2 Q Q �7 SEE SHEET N0 . 5 2 CONSTRUCTION NOTES : INSTALL 21 R.C.P . STORM DRAIN LINE 3 " � 22 INSTALL 24 R.C.P . STORM DRAIN 0 O + t �• ' , \ ` 4. 1 N !� Q 23 INSTALL lee," R.C.P . STORM DRAIN O \ r f • 1 •` O 1 .00 at.t7 ' 24 INSTALL 30" R.C.P . STORM DRAIN `\ �o•�' 0 -�L�4L�31 .lS2 66.83 72.00 I z 25 INSTALL 36" R.C.P . STORM DRAIN 9 26 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 504 U \ 22 I CEDAR MOUNTAIN t�►•�E t ,�A 6 11 _ � f �" O 13 _ / Q \ c \ ��og �7 U 27 CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518 D CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. 511 �- - = �r�t 15.00 I I I 75.00 I 70.00 46.00 ~ 29 CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA STD . 510 W \ l 1 75.00 7 56.80 75.00 t \ �+ �.27 �p 21 " I • 30 CONST. C^TCH t�5[u N&4 vV/e."T� PER CITY OF RANCHO LA � S r T _ N F-- CUCAM ONGA STD. 50s *Iu •• A •� " 31 CONST. JUNCTION STRUCTURE "A" PER CITY OF RANCHO \. V � \ LINE > '�� ~ O CUCAMONGA STD. 508 LL '� Q 111 N _ _ � - X ' --f T - la N „ lr = ST. 1.lC � ai ' N CAt.i vu nor.1 uc't1,t U \ � ( N 3 5n2 2E C CASE PE2 J II via OETAt L moo• 1C a W � n U r Q = f\ Q + n 6 SHEET NO.S ��� 6 ; 7 33 INSTALL 42 R .C.P . STORM DRAIN IN �_ � ' 10 9 8 31 - _ nt I dj J . BIIC SC2EEW W&LL 6-41ST- 61 111Gµ GONC- P12otxS Eo 6 WIG" g�,k, SCMC-U WNL.I_ v+ .gC • _ inn . .�•�• DATA r r "+''u• a rL• DELTA/BEARING RADIUS LEN./DIST. TANGENT 0+2? 0 37° 19' 23" 45.00 29.31 15. 20 DESCRIPTION o f REVISION �/� A N o+ 1o�+J Tom'EX,6r. � �`I DATE JAPPROVED P \ 0 N 22°42' 04"W 27 .55 N 60001 ' 27"W 132.41 CITY OF RANCHO CUCAMONGA -_ 82019' 23" 22 .50 32.33 19.57 FLOW D ._"� TRACT NO . 13542- 2 �� • , � � ____ _= E N 22° 17' 56"E 252.63 � DEER CREEK I CHANNEL. � Q N 22- 17' 55"E 226'63 } 0 N 22" 17- 56"E 26.00 STORM DRAIN PLAN a PROFILE 45°00' 00" 45.00 35.34 18.64 \ " Q N22°42' 04"W 21 .57 CEDAR MOUNTAIN DP,,,IVr- 33°34- 41 " 45.00 26.37 13.58 APPROVED Y DATE ' gI23+.4�• i /��y �q 0 11 °25' 19" 45.00 8.97 4.50 l ���TOv 42. 21 CITY ENGINEER RCE No .223 / ccz c t,•.+,I N>EL 4�`�``S��i T o�y( �y�� O N 47-51 ' 51 "W N 67017- 55"E 13. 2e DESIGN MADOL ND ASSOCIATES RECOMM DED J. L 9 o � �� CONSULTING CIVIL ENGINEERS N 22 17 F� t= c4.00 AND LAND PLANNERS DRAWN 1820 E. 16th Street SHEET fiCivil- �r\t yl��9kifSANTA ANA. CALIFORNIA 92701 4 5 sof �61,s0 PHONE 714 835-2548 QF CHECKED RCE NO. 14A14 DRAWING NO . ATE a-1 b - 86- FILE No /275'� s?* STORM DRAIN PLAN - 7 [0.701 PF : 135422 212 20-Moy -88 03:52 PM / 110-962- 1 lac, BENCH MARK T T Q - - - - ►_T - - { - --- - - - - - 11I ch / �� 1 - 1 f pETA/L HEREON i a V ¢;d -M I CITY OF RANOW CUCAnCi1TlGA dFN61 MARK M. t - a i - CAtK' COL Ca �' ; 82. CHISELED IN SOUTH CURET• R TL RN. : . _ _ 5 u_ D 00 WERE �Y/5'T. G45 _f�� : i - SOUTHEAST -CORNER OF HAYN AVENUE ANIS 2t 2► 1 Q�- d WILSON AVENUE. a ►. /G I , { _ o 4 II - �,_ �x�r �o~,ecp f ELEVAT I CW 161 + - �-E ? _ ti 1 � srOR�oe . . . - . . . . s } ' E U Z I 'I I 1 / Ti4LL GbL.f/ 1� . ; - - - - - . . _. i f INSTALL :4.5 L.F-I8 R� ` ''•► /(0�5 ,�C/ 20000 G•� S'=O.91o33 (� 7 7 --- -- ---- - - - •4 +1r - - - - - - - - - - - - - - - - _ i -� Cho - - = - --- - - � s liRtC� A + 1715 I � ,�. �� � � � � � �__.�� ?� ��� �6, s� 1715 c�# 1 �� 47 � - - - -- 8 / C ts > K/• 1 _ ` ' - - - - - t ; a - -A 41 ELEl, $._/l095.y/ . w W` O ', . L A TERAL /►� - �' I '� �ROR 'F S. 'OVER RPE: } - $ _ - '.� : . . . . . . .Ik � � o � - - '� 05 X705 - - . - >�`Q r: 'u� >o = e� - - ,f Q °. ° ! •,�, �a,`/� lk� o,� w= b' 1705 ae5I.19 ' . . . . - i1.h L ,2.D�1 . ; 1�T^:L L 72.82 : !J G F . . . . - d 4 : n ,�,' p 1700 , !L1" �L Ir?C>t� f Lfir ice' RGA i i 4 1 {� I e- S O 03�I�1 -F )y7U tri � 5= 0 02 : O . 0 1 . : . . . : d� 1 QIP= j m 1 u `tea - 14 ,Il�Ta.i_.L.. 23.83 � •� �!_-_• t U ca 6a o•a - - - - - - - - - -- - -__ _- _ _- --- -- ---- ? - - • 1 . . - - - . . ti�15 Ll: 2�s8•�1 j- _.1.3"42�1� . . . . . : ? A' G L 1�2� G•0' LATERAL Q j t4� I� e s o dz� ��i�(. 0 ti 1�ti LINE "CW i J . . . . . . . . . . . . _ . - . . i t . / # . . . . . %N IQ: w 3•� 1 In L�v NE 41 - - PROFILE , . : . . . . . . . . . - �G LATERAL ' D i MOR I Z 1 "- 40' cA f , VERT- 1 "= 4' i : : - - . . . . i i - ; i r PLAN 1 40 --_ - -1 - - _ c 5 4 3 2 - 1 0 -cavice� SN4L L BE rc- �Ps i FACE PLATE ,IS56M9tY /8 "R-c.P. � ?8 Ars TrP Quo � -• •-�1 -: ► 1 _.:. - N /8"Rc.,0 ? D. I � � STREF7' L 3'? SLoiE�„ v o0 3ue,-Ar•'E CONSTRUCTION NOTES 30sT ��. ♦ 7 u s 41, 21 INSTALL 21 " R.C.P . STORM DRAIN 8., 12+�3�,.29 a \ _ r 8" B ?4p �aI w=21 ' ° m 2 3 4 fl ' 4 7 "., ::. ::. 22 INSTALL 24" R.C.P . STORM DRAIN LATERAL B -441.4f#V. - S'�'' v- d J I Qz0 5 .� 23 INSTALL ,b" R.C.P . STORM DRAIN /?"MAX. E 12;TS• �� 'r� 21 - 6 5Al 1 '• °a ca it I T V` ' . tr �-' c 3 8 8 CONCRETE CZX I-,4R QST/aNAG I A • - . w = 2 I' �/_ _ 1Q 73.8r ¢' n ?�' ^° �Vor 7o Scat.E 24 INSTALL 30" R.C.P . STORM DRAIN O ROUG//EA,FD +' I G �7 ® G 2 f� ff I f in N o a-�. ° CaysT- Jr(7r1?� -- - - -- - - r C4m. N w_ 21'1 LINE B t el N N ��� 26 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 504 C,P erne mcr E I 1/ - I� _ � __- _ Z`OPTIWAL SUl36PAOE1,sK /B l�GP.-2a�0, ?7 >�+ ol.Gv �.t�- e - - r, .T, �T yon �Q v 4 k, � (D , 27 CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518 GAWOLE w- I�' v-Al^2' 76.85 L D F `• 67.77 70.00 44.23 L-30.42 Pmorce- sz4 Z' +�/ A SEC T/ON A -A _ L - LINE 11 C �I �( L`7p•s3 w,�� 28 CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. 511 cr4se A ----- - --- 20�� -- a= s Lose.03 0 29 CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA STD. 510 MG1�/F/GD T/O/V5: K - _ - �. . -- - -_ _- ._- -a• , Y = /�D��' REDUGEO 73 f� - I - G Yc T.�L_ - - ' �,) L��• U 8 *MbA L "M n bl cOl sT. Jt. t -101.4 c P-Lv,7. "A PER c rry 6TIj• D��NG 4/776/7/655 0 = /2 ,� 5 I I 6 7 J 09 I ° - B / �° ?A� IB /QC - 2� "N s L,94AZ DEPRESS/ON / ANT I ETAM DRIVE - � � � R W 3.0 ' CA41 0/y �f! I I 9 EX/ST. CABLE 7'y�ELEG'TR/G4L � N I � �� 2�, 7 '4��- 75.00 75.00 = 75.00 75.00 80.00 I L"20.0 :� EY.4GT L 0"T/O/V UWtIlvowiV, \ _ U Lar�2•S0 C0Nr,,�AC779,? TO GG�4TE 1w/OR 777 corvsr,QucT/ac% �� , 8 Q1 / r o [? N ` 11 z Off`, *-PR/OR TO c&,,sr�FUi''nav o c�. Zn (, \\� O d + ? + \ + ` + 1 11��`. rO�C/ �t�, � '. • ✓ER/r' 4044rlaV OF LOW IV. -� / �, \y �d -� � �,� Ptd/NT �1N0 AOJ4eVr C,� r# s y, f� ,y} 10 Q� �' v v ty 64S/N LOGeT/ON /F ,�` ,l oll r7 15 13 %o o 16 14 �0✓ k A�'o. p � ti G,I '�► 8 %` l 0 D 'D' / 3 �� �\�� • 4� ♦ CONDITIONS _ REMO(/F EX/ST. avrmR elvwel?J Q FROM CONST• ✓O/W7 SNOW/V ,43 /�� s��' (l) CORPS OF ENGINEERS SPECS., SPECIAL n ,, A DOLD �8 aalEM/� C+4rcN&p5/�/ LRT. M PRoF/LE J ` SEE SHEET NO . 4 PROVISIONS FOR CONNECTING DRAINS Q r REOU/REO TD COQ"�Lf/NQS1,V TO CHANNEL WALL,` SHALL BE NOTED N A-0) S AARs DIAD REPL A'_E OR RFTArN ExletrNG �� ON OR ATTACHED TO PLANS CHANNEL WALL RE�NFORCfMENT _ .-.t DESCRIPTION o f REVISION T� Jt SIMILAR To 111C D-D '/ « . z cR D R"01"S (21 LAP ALL REINFORCING ACCORDING TO DATE E APPROVED J,F N 2- GO4(DoT7tMfAcE or ro,-.5i 4'ff -- CcL � �.�• , (ACI 318-63) OR MIN OF 30 DIAM- © �IDO/F/FD g CF ` CUR Op C T y S/ �t/ OL� N �270FST B �� s ,i rl ETERS. CITY OF RANCHOB EN//VG ,4 C �4 /V W�it',4 /�/ � J//� � � z Li STRUCTURE DETAILS TO BE DRAWN CUCAMONGA L DRCAe OUT u"F .s Top OF lrIST.CH.WALL•' ) TO SCALE OF 1/2":IFT. MINIMUM. _ _ _ _ -�--EXISTING CHANNEL WALL I-s T(T Tr) rl j N) ANGLE OF ENTRY AND INVERT ELE- AMErP/CAN P4lfL/f hf/D,PKS ASSO. - SO. GL/F. C'N./iT+`R - STD. PLAN :107 �O --� - - � _ - � FOR WALLS �7 - - - - - - - { - MOT TO Sc,dz J� { sINVERT__ - - t I i r i I�"I I i I i I i ---- �_ - a Rcr I �. - p� ���` DATA »,- ~ ' P��+ '` "� I ' III I I 1 I I j EXIsrINe Jo1NT VATION TO BE ESTABLISHED BY �,D i OFT coNsr O -t JCT, STA. INVERT, ' I ' I ' I TRACT NO . 1 JE _ •^ J�,, .\ EXISTING JOINT i- �_ I 1� HYDRAULICS SECTION, CORPS OF EN- DREAx OUT r I GINEERS DELTA/BEARING RADIUS LEN./DIST. TANGENT --- ___` - � ", ,x_ � S�CTION , / ? �tL -r =___ • Z� t ts) 3000 P s l CONC SHALL BE us£D 45°00' 00" 22 .ro t7 .G7 �t .32 �- l � % - "T �CHANNE INVERT ____ _ (- ; , 'I -- _ ___ 1 °.` ,t.RTER WAI-L ,D.NT ST DRAIN PLAN 8 PROFILE DREAx out LINE �! I l -_- 1 WHEN PossleLE FOR STRUCTURES WITHIN THE CHAN- .`,Gli 'CHANNEL WALL REINFORCING S°Sr°rVE DiNGD 1,� I r► _ _ - -�-�!Z IE i-i-. 0 18003' 57" 51 0.00 1 60 . 81 81 . 08 iAITERNATE D.Rs E _ - _ ► �t►�►(' x� ,�i s S --_- --Z NEL IR/W. G"i0R 3R"i0 C - MOT RfoVIRED w"FN ,L,I��!' - `65x15 TING RFINF - 77.7'a�1��T+C' jj -E A �/I�()7l,/yj. S_ _ EXISTING CHANNAL INVERT =-iT- ]EXIST EARTH rACE+ . L IN CHANNEL INV. _ �'�"^ ` "`✓ \�_/� , �) ALL BARS ` ® 12•� UNLESS OTHER- 7_ n 3.r or is :T ` - �`-�-�� , - EGNr°1Tf° ILL ANT 1 ETAM D I VE PLAN-TOP SLAB t,Tor a JCT. s1R' ---`` I ' f-0..R C r -L-.. c 49058' 55" 45 .00 39 . 26 20 . 98 -- .1 _ l - �-E -� � WISE NOTED. e'"Ia c1•To CUT EXPOSED REINFORCING l m JCT sTR oINFNsION LIMITS LAP REIvr DRCING s0 DIAt/ �F 16• RCr S- r T E.1STING CNAN REIN F. OF SMALLER BARS(Tor S DOT TOM) OF RREAX OUT r•T�wH�iJ hE IS 4 50% Or 1j USE CASE Ir O N 45044- 57"W tom,«I � r STEEL AT CENTER OF OPEN- �s ,z» � • r_ "REAR OUT •� WA.L REIHF, � 1•InIR. �- APPROVED BY DATE yg� T'►-t T LINE. ING AND BEND INTO TOP, .} , i Q N 45044- 57"W 25. 16 ^ �. • s 4 � ; � •' BOTTOM, AND WALLS of � _ ,]UNCTION STRU TUR C E_ENTRANCE SECTION E-E F = - JUNCTION STRUCTURE.TUR£. SEC - _--- ELEVATION E``' N CITY ENG I NEER RCE No . O N 45044- 57"W 32.S'S 1 I►s m Iz �_L i z �r G`REDeRs AT CHANNEL INVERT ELEVATI PERMIT MANUA,I �O A1 ��1lTGM� � 3/s-'CN°M TION C-C IS NOT REQUIRED T'} "" DESIGN MADOL - AND ASSOCIATES RECOMM N ED f ON CONSTRUCTION PLANS. • NOTE BEFORE USING STnNpAlKp JUNCTION �� 'o y Q N 89015- 03"E 2�3 . C� - _ - - -� - SECTION C-C THIS STANDnRD CAN ONLY BE USED FOR PIPES 60-INCIIES OR EACH PROJECT MUST BE � � r J.L_ CONSULTING CIVIL ENGINEERS �A' 11 11 �8 0 N 22042' 04"W 25 . 25 - ' '�� - VERIFIED W1111 THE CORPS STRUCTURE IICr' N° 1481/ T � - D. '� LESS IN DIAMETER. PIPES WITH A DIAMETER GREATER THAN I AND LAND PLANNERS Qi N 44015' 03"E 25 . 1 5 `AST IN rL.CE DR : ~ - 60- INCHES REOUIRE A STRUCTURAL REVIEW OF THE OUTLET OF ENGINEERS, CASE Il + FxD -31'99 * DRAWN 1820 E. 16th Street SHEET [X157 DRr PACK AROUND RC► CHANNEL �, 1 I z 0 4.EXT OR zL KCARF OF/D �Iff ST RUGTURE /gU� SANTA ANA. CALIFORNIA 92701 WALL RENr/- OFFICE OF THE DISTRICT ENGINEER `rl4,r �IVIt ��P VP PHONE 714 835-2548 `•� 5 eRE AF out LOS ANGELES, CALIFORNIA f Q OF J �I 2° K7'3'S`W 12•U4 SECTION A-A of , Fp CHECKED ►`* RCE N0. 14A14 DRAWING NO . „w 2. 70 DATE a- 'L - 88 FILE No - A4';:--76?75� 0� J~A 'N PLAN - 7 10.70] PF : 135422 213 20-May-88 03:55 Prl / 1 10-962- 1