Loading...
HomeMy WebLinkAbout884-D • f 1A,S. w o T F T --- -- -- - — - - — - - -- -- - BENCH MARK : _ go ZI.0 tM 54CE. v = 0. $ - - -- -- - - - - -- - - - - - - - - BENCH MARK NO. 96-B a G' ^ 0 -t-t - -- - - - - - -- - - -- -- - - AT THE NWC OF HAVEN AVE. & %. 19TH ST. , 44 FT. W. � HAVEN - -- - - - - - -- -- - & 83 FT. N. I 19TH ST. , SET __ ___ ___ - DRIVE PIN w/C.S. TAG IN TOP Y $ lE / T U \ ! u� - - -- - -- - - -- -- - - AT THE E. END OF A HEAD WALL ell 5M _ - - \ _ _ __ __ ,�. - - - -- - - FOR 3-24" CMP--ELEV. 1430. 686 25 U \ 5 Y C s ,i{p 0 r irI Oil - - - - - - --- - - - -- - - - - - - - _ o s t I - -- - p - 5 - - - - - - - - - - - - ;� {{- -- -i I- T �1 ' qT pI f -w/ - -- - e Jv e+ - /o = l0 6 G. U U44 S E D T / 0 W - - - - - - - - - - - - - - - - - - - - -- - - - -- - It lit I) 3 ' . O S . 5 L•- 6 C. - -- ! - • i -- - --- - - - -- - - - C G7 O- i Q �I - - - HOHI Z. 1"-40' -- O I 2 3 4 5 O CHURCH STREET" 36" C.Ail,P. SCALE: 1" 40' 1 CAUTION k I I I HIGH PRESSURE GAS MAIN. CONTACT THE SOUTHERN W J33t43.30(HHVEN RV_-.) CALIF. GAS CO. (7143-529-2389 OR 714-529-7070) 3 NOTA Q G,O' G.O' AT LEAST 43 HRS . PRIOR TO START OF EXCAVATYVN - X%sT. (z " <5;,4--w 4-1.4//V ccUGA;P Oa ANY KIND IN THIS AREA. �VoTB,e GOGATE,C7 //V F/EG,v l ' /N N I —� CHRNN�L CNC �' /:/ / O .'' •.� �-- � —�- _� CHfiNNLr(•,.� 4'' TN l C K •. gX/5T. C��_ �-- A.C. APRON 2i Ih _� „r � • ' J If9 _ 1'#O _ R _ 3ECT/ON LINE _r�2 N o'Oy'20:'H/ 133 13411/ o°OG'08'!✓ I s __ L1J Z W �* � . ' © � � 4.0' 4.0' CHAMFER +I N ti u- � � 1 � W � _ _ 1• 3 I _ , g �O X HAVEN AV6. N. D°0720"/(/ � _� �/D'oGoB"!� Q PLAN W Z 0 yu 4. 110 Z` 3 � 0 _ - 8 s s h ^ s a, s —��v r * �g, A� �. ExlsT Ex/sT. Y v,; tip,; `t. �v` I" '7' t .r .i. I TO I , � CHAMFER---,,, -' — -�— 0 e - — _ FUTURE4r - —1—' �J l'07kdw4l Al /8'•R.c•P. 3, A.C. 00, 3 37 `�3��� .lr, 24 2 `� 5 8�� GRADE s JOIN TO N Z a • 36"C.M.P. �� �� Ua \ \ •�1 q y p�" .� u ° �� ee U ExiGr. FLOW LlIVE a �I 2 �,J � � N [� U V FOR ELEVATIONS ILE 2 ��y v N ELEVATION LQ SEE PROSECTION A-A NOTES ��� Ll"/TS'OFGRRD/NG 44 440 1 . ALL CONCRETE' SHALL BE CLASS B CONCRETE . '� Ap/7/2'R.G.P. FOR TRAGtNo, /3(i�# ek,MA/oLE J,4Coo , 9.24 I/ ` 2 . ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4 . _ +. 2 _ .�' 3 . DESIGN FEATURES SHALL CONTROL THE INSTALLATION OF THIS ,ez�i{/sE�b rL/B GoC.QT1,0 t,V � 3O •jA.e./- rel .4(/0/� CHURCH .��•TREET v SEE SHEET 2 O� 32 HEADWALL . ro �'`YR �aLEs !/c3. Ul/G iT/�9 DESCRIPTION of REVISION 11 L OATS APPROVE ['�'- HEADWALL & APRON DETAIL y NOT TO SCALE CITY of RANCHO CUCAMONGA CONSTRUCTION NOTES TRACT 12 3 6 5 HAVEN . AVENUE �—CONSTRUCT 3(v u R.C.P. STORM DRAIN (1000 D), - 3/ CONSTRUCT �G" C.M. P. STORM DRAIN STORM DRAIN PLAN 33 CONSTRUCT GRAVITY HEADWALL PER SAN BERNARDINO COUNTY CU�Y� IV.4T� ROAD DEPT. STD. DWG. NO. 201 AND DETAIL THIS SHEET. CONSTRUCT 4" THICK A.C. APRON. SEE DETAIL THIS SHEET. HAVEN AVENUE , Od ©d 7 /7 35 CONSTRUCT CONC. COLLAR PER SAN BERNARDINO COUNTY APPROVED 8Y L. = 79.08' G = 60.36' FLOOD CONTROL DISTRICT STD. NO. S .P. 167 . GTY ENGINEER ( RCE.No 23889 r 39�3 r 30.22 • 0-1 / DESIGN DOLE AND ASSOCI TE � I RECOMMENDED i 37 REMOVE EXISTING CONC. HEADWALL AND EXISTING A.C. APRON. R OF SAN BERNARDINO COUNTY ,per CONSULTING CIVIL ENGINEERING ®d � ?�//'O5•• �ColVST. JUNCT/ON sTRUGTURE "A"PER clro OF RANCHO CUCAMONGA BRAWN � AND LAND PLANNING• SN�ET STD. DWG. IVO. S08. (L = 2.90, d = G4 09 Suite los G = 00./B ' 22 CONST. 18"R.C.P. STORM DRAIN!/250 D� . - R.13. �UPLAND CALIFORNIA 91788 �Q OF 32 l� PH NES 1 glib-2gaq/¢B/ NECKED RCE. No _. 0 JORAWING N0. W. H. DAQE FILE No/Z6-68Z5 884 1 a _ M 2 E CH 2 x : : � � + 8 N MA _ - - - - `� — '' - : = - - 4 - - - - - - - - - - - -- -All — — - - - - - - - ---- -- - - -- — — - - - �� 2 ; I . :� ♦ - - - - t BENCH MARK NO 9b-B - --� - - - - - - - -- - - t - - - - ' ; � AT THE NWC OF HAVEN AVE. & 2 I 2 2 I 2 I 19TH ST 44 FT W �` HAVEN .\ a � & 83 FT. N 19TH ST. , SET t t—; � � �-� � � � # } fi � } I DRIVE PIN w/C 5 TAG IN TOP ♦ i WALL E. END H ,-F +-�- - - - --f- -; _ - _ - - - -- - - - - - E24" CMP-OELEV.E1430.686 i I ; AT THE �—tt t } } t FOR 3 i i� P O B R i i ; : I �XIJT Mid, : I — O R ; ' ; - - }- --r -r - A90R rAIPtU4 T R 5 - - - - - .3 I ^' i two i 2 I I 5 F C O JGI • , 2 - } I : ♦ • 3 2 i f t t t -4-1 T ;-TT v i-- i I . . . i - r- t- - - - - - 2V ! } - - I I , 00 v 4- -7 j` 4- -----t w. 1 ` - •. --- _ - , in 2 f GOIY3T. I1�o38 G.i� 48"G.MP(lrioGA) } -- --} --r-- - , - - - -- C 5 o.� 10/ N t -- - ,� - -- - - - - - - - - a 100 79. 7 r,.,=5. Wiff t t } F Fr - O / / �, 2 3 4 5 6 - T 8 9 /O /26'3 ` 1' ice/ ,Z6,-�� —� �, • go. CJ O. // R= 200.00' 5 9.04' 0 (FUTURE' / '' , a� N lu p Q 22 ► � `�20 tiIIJ / / IY ��� ,�',,r, . -;trrz. # 2:! N 67°58'!5 "E /S/4.00' ;- � -o Z) G , k.,�� - - 1: moo` \ .. '`' r N 47 47 5 W uJ ------------ Q B 0 X-0o \ Q Z py0� >�� `" � N 4l 056 — ca U � o � p Rf�l'IOV 119 EX15r x,,91U8-5EB,�V15/ON 4 R tR N1 (2402 Fid �r 5To" C,7MkV -I AN5 OW6. Ivo. 83 0 //rues DESCRIPTION of REVISION OATE APPROVE CITY of RANCHOCUCAMONGA CONSTRUCTION NOTES y HYDROSEED MIX TRACT 12365 CONST. 18" R.C.P. STORM DRAIN (1250 D) . 30 lbs/acre Atriplex Semibaccata Australian Saltbush 32 CONSTRUCT 48" C.M. P. STORM DRAIN 150 lbs/acre Plantago Indica - Indian Wheat Grass 35 lbs/acre Eriogonum Fa�ciculatum - California Buckwheat ! TEMPORARY EARTH CHANNEL 6 lbs/acre Eriophyl Ium onfertiflorum - Golden Yarrow O---CONST. 54" PIPE RISER AND DEBRIS 'RACK CAGE PER DETAIL ON 6 lbs/acre California Poppy `J SHEET NO. 1(0. Hydroseeding installation should indlude the following: 4/ CONST. DESILTING BASIN PER PLAN TH19 SHEET. APPROVED BY A E IZ �Z'g 2,000 I/acre Cellulose wood fiber mulch �--CONST. EARTH CHANNEL. �? , GTY ENGINEER RCE.No 23889 300 #/acre 16-6-8 fertilizer or equivalent �LN5TALL 14YDROSEEO AOX PER HYOf?OSEE01A1G 1N5TRUCTIOA15 ON 7'#/S SHEET. � � DESIGN M OLE ANDA 3 CI TES, IN RECOMMENDED 4� colvsr. 2"A.C. SEE PLAN X09 c oCArlo". R 13. OF SAN BERNAROINO COUNTY CONSULTING CIVIL ENGINEERING 47 CONST 2,x 1g,-, 2 DEEP CONCRETE CUTOFF WALL DRAWN AND LAND PLANNING• SH-EET EXCEPT WHERE NorEv D/FFEREAlr, SEE PIAN. 543 N.Mountain Ave.,Suite 108 R. B. UPLAND CALIFORNIA91i'86Wn oF-� - P Ej 7 4) 94-5-?-q49/¢B� NECKED RCE. Nam_ DRAWING NO. W.H H• OA E FILE N016-0c-s X84 i - - { BENCH MARK t t t t r - - - - --- - - - - - - - - - - - - - - - - - - = = = - - = = - - -- - - -- } BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. ( HAVEN - - - - - - -- - - - - - " N & I3 FT SET - - - - - = - -- -- W . . r-,sq) ' �s. DRIVE PIN S TAG I TOP t 1 I t F NC AT THE E. END OF AHEAD WALL 1 URt1/ P P - — - FOR 3-24" CMP--ECFV. 1430..686 ' I , t ' ' t _--. _- -_ __ __ __ _ r . r -- - -- - -- - -- - - t t . 0 - - —-------- ----- ' 2 t �I NOON Lj L N - — 1 � ,� i O i - - W } t - - - - - - - - - - - -- - - - - - ' + - - - - -- -- - - - , - P { Z N - -- - - --�- 4 1 j «- � • , � . ; , 111 { t _ - - - -- - — -- J-1 -- - - - - -- - - -- - -- - - -- - - - - - - -- -- -- t � r 1 f t PROF'/LE' - - - - -- - - - - - - - - - - - - -- - -- - - - - - - - - - HOR/Z. /" =40' /O // /2 /3 /4 /5 /6 /T /8 s - S.o��stiF - \ � ,PORIGINAL GROUND 1C o� ti�ti 3Z, `ST VARIES VARIES O \ ......... 40, Qo pct 0 N \ , N Nj N ; ; N ,s,�r00 , Nj N R"t CHANNEL TYPICAL SECTION - ` Ice Q�N� NOT TO SCALE .� ss ,PEEP GTG \ k/ K7 x xP� X41 \� ti �X C. 0 Q , r� cF 06) � F d ESC R IPTI O N o f REVISION PATE JAPPROVE CITY of RANCHO CUCAMONGA TRACT 12365 CONSTRUCTION NOTES TEMPORARY EARTH CHANNEL ®--CONST. RIP-RAP ENERGY 'DISSIPATOR AND ENDWALL PER CITY of APPROVED 8Y RANCHO CUCAMONGA STD. DWG. NO. 517 . ATE 42 CONST. EARTH CHANNEL. CITY ENGINEER RCE.No 23889 DESIGN MA LE AND ASSOCIATES, INC. RECOMMENDED 45 1N5TALL HYOR05EE0 MIX PER HYDROSEEDING 1N57RUC710N5 ON SHT. JI. R.B. OF SAN BERNARDINO COUNTY 0"C S4 CONSULTING CIVIL ENGINEERING 4� CONST. 2'' A.C. SEE PLAN FDR LOCAT10" DRAWN AND LAND PLANNING• SN-EET 5545 N.Mountain Ave.,Sults I05 47 CONST, 2' x /2"x 2' pEEP CONC�PETE CUTOFa• WALL EXCEPT R. 8• UPLAND CAlIFORN- 91T8ts �2 OF PNON1' 114) a146.29aq�¢o/ WHERE NOTED O/FFEReNT, SEE PLAN. }IEC KED . • RCE. No._� DRAWING NO. wH•y OA ! FILE No!�-�� 884 - BENCH MARK : BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. � HAVEN & 83 FT. N. � 19TH ST. , SET DRIVE PIN W/C.S . TAG 1N TOP AT THE E. END OF A HEAD WALL }� FOR 3-24" CMP--ELEV. 1430..686 1 j - -- -- -- - - - - -- - -- – -- -- � i 1 S F C + 1 • t t J !�`. }I16--410. IC.� � a • i } 1 • W ;,plm H sue, tWACE 0) -- -- -- - - -- -- - — -- — — -- n - -- — - - - ! ' . - 0 — — — — — f ,. O ; • 1 , • y } r r } } t •s � ,S v� r - ; y � r N • • 6 1 8 L4 L } ay t -- - --- -- --- - - - -- - — -- -- e -- -- --- - J.. - _ -.. 1 i 1 m -- - --- - - --- --- - ---- -- -- -- -- - - - - - - -- - --- 1 (� j 1 t 1 1 1 t 1 I i 1 I t � � 1 i •O � 1 - -- - -- - - t t t } } - � o ; 1 Ql.'00� �5./ 0.1= 1 1 t 1 1 1 • 1 ; 1 1 1 -I, 1, j, f i t ; - } i t t I 1 t 1 ( � I1 ♦ I to 7 T ♦ i t ♦ 7 1 1 � � F ♦ * � + + V ♦ 1 ! 1 1 . t 7 O 1 1 1 1 ♦ i O O I 1 1 Q 0 1 1 1 ; �o . V 1 1 ' 1 . .- , 1 • 1 1 . , f CC�Nt57� �5�.9;0 •F.i +3a4"R.C;P• t 1 � � ! i 1 1 1 � 1 t 1} -- - -- -- - 1 1 , 1 1 . , • 1 ' � � � I' -_ - - -- - -- — } � t + III T 4. L". . 3 R G. Q = f. F ' i 1 t l ' - } 1 t 1 t ; ; - - - - -- -- - - -- - — — - P. t- t Q �g t 1 t t /2r _ 1 R O 0 -- - -- } - j - Qr 7 c F. Q/ o C. .S. HORIZ. /" =40' fiVERT. / 4 t c t t 1 1 _ L _ /O // I2 /� 14 /5 /6 /T p TRACT GORY Ir p� • r � m $ I I Tho. ��- � 2I .r' � ILS G cUHVE DATA �� _ ► or yid �- o � O p R L T pcT A 90°00.00" 45.00' 70.69' 45.00' 8CALE N I�� = 4O� O O38°1/'50" 45.00' 30.00' /5.58' \• '2 GD 17"-40'45" 90.00' 979/1 /3.8G' O O9'07'30" 8/0.00' /29.00' 64.G4' J SEE SHEET 7 Of� 32 } SPRUCE AVENUE /G°52'30" e/0.00' 238.57' /ZO./5' cpm N 61 $ 23 6 8, O 49°QO 00" 45.00' 38.�fB' 20.5/' � J _ �N � �• ,L{�?'� � l2' 3z' 32' /2' 1-14 ki Ul •0 W to N m m O It N0•/5 \ 0 0 0R 0010 Wei 0+82.48 END RC•/' „ Ot'�rv.34 �C• , 5ER 5H65T /'b. /5 .. ' 1.00/ 1� 04-08.83 B.C. 21 Q = - •• G7•b?, / 0+00.00 L/IVB "L� " C = 10-i-40.<56 MANN , J B Z/ D N 86'55'42"W • "� $= lOt3.5.6/ BEG/N RC•P. - D= 26°OO' O"— - - . .... NZo°.3v03 6— x2.74 .W N 86 55' 2 w 330.31 — , 3p. , 83 z6 r .,--- - ------- - - - CONSTRUCTION NOTES , Cz7w"a "C 90 N42°3000"6 (FUTURE 24" •c• .) �� 750 - DESCRIPTION of REVISION N h.W ---,SEE MANHOLE DETAIL go CONST.CONST. 30" R.C.P. STORM DRAIN (/250 10): GATE APPROVE IA ON SHEET NO. /5 21 CONST. 24i; R.C.P. STORM DRAIN (/250 �O) CITY of RANCHO CUCAMONGA /OtpO,QO 8. 22 CONST. 18 R.C.P. STORM DRAIN (12G0 0)• FUTUR t- 23 CONST. 27 " R.C.P. STORM DRAIN "(/250 D) ? � a � � " TRACT 12365 Z W V N 0.) CONST. 3S R.C.P. STORM DRAIN (/250 0)• W O W a ? Q MOUNTAIN V DRIVE — CONST. JUNCTION STRUCTURE ''B" PER CITY OF RANCHO CUCAMONGA A - � o m STD. DWG. No. 509. (L=S. 50 E=4 . 00 C=3 . 50' ) . MASTr',R PLAN STORM DRAIN No:3 3 NoICONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. DWG. { / TE1$fA0 PARY ,1- .! 91 Q N N NO. 510. `3�g SHEET NO./3 FDR DETA/L . '(L=3.0J Oe'V11NAGE 51W.4LE ��Q lo' 4 0 till MOUNTAIN VIEW DRIVE SEE S.yT. iZ 0 0 N J� q7)-- CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. DWG. l2' 32' 32' /Z, + O } NO. 51Q. (L= 4.00'); -_ _ APPROVED 8 AYE/2. 0 28�--- CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. DWG. GTY ENGINEER RCE.No 23889 No. 510. (L=4.OdJ - • s DESIGN M DOLEANDASSOCI TES, I C. RECOMMENDED CONST. TEMPORARY PLUG. SPRUCE' AVENUE R• F3. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING (F 7-UR ) AND LAND PLANNING D.RAw N 549 N.Mountain Ave.,Suite tog SEE T R. 8. UPLAND CALIFORNIA 91788 /3 of 32 PH NE�(714) °14G-0949 NECKED RCE. No �`/� DRAWING NO. W.H.H. WE G 7 8 F I L E N o 126-ksa-s 884• r BENCH MARK : . t 1 2 - ! t t t t- f - t } + } } 1 t t - 1 BENCH MARK NO. 96 B - � 1 THE NWC OF HAVEN AVE. & ; 1 i 1 i - - -- -- -- 1 . , HAVEN t , t T W 44 F i + } 1 } ; - - - t t - i &983 FT. N. -* 19TH ST. SET } t t 2 t , } - - - - - - -- - - - - N TOP DRIVE PI w/C.S. TAG IN - } t AT THE E. END OF A HEAD WALL - - - 2 r : - 4" -- 86 EV 1430 6 -- - _.-- i FOR 3 2 MP EL • fX , , , t ' 1 } T , } t t ; , , , • • 1 llvnJ- - -- -- - - -2 i 1 ' - - - -- + - - -- -- --- - - -- --- - -- - - - - } - - - - -- 1. 1 t t f ult +- - O N -- - -- - --- i - , - -4-- }-- - - - IT -- - - - V R T R�Mf R fall`�l - - -- -- - - { - - - - � CTU E 1 { { l - -�-- � -- - - - - - -- - - - - - - -- -- - -- - -- -- - - - - - - 0 i 1 , - - -- — - — - -- - - -- i --- -- --- - - — - --- - — -- -- f — o �� - �` — 5 - - E' R. . l 4 '2 f - — - - -- - - -- - -- -- - -- -- - - -- — - - L--- -- - - - - - — — -- — - - — — - - - — - — -- — — - { - — - - - - — - - -- - - t it I f' Q f ! ; l0 } .—T o t- J- - 1--ttt J-J- m + h f i t t - - -- -- - , N i c� N M , - t , II } 1! - � �ONE57t` 3OG:.F, /8"RC P.} - - - - 4¢ j + t 1 i 3 - - -- - - - - qj. t i 1 t g E• TR. 14 Z O A/ q�E�R R � � ! 1 � 1 ( i I � � � ? 1 IJp + 1 ' 2- t t } t t t 1 t t t PROFILE -- -- - i - --- } , , l - . - - -- - - -- - - HDR. 1 - 40 1 t , _ 1J f I { } j PERT. i`•=4� j t I 4 f L I l i 1 l 1- - --- - - p / 8 �'oR Z 3 •¢ 5 6 7 O 1 y/�Et 3 8;off.No. g srR�st ' CE AVENUE �w Z. 3�v 3 �. ISI 3 >d Z SII x —S X10" WATER00 kid a0m � �, ������� -•�_"a 8,;s��vBR - - ---���___—�-_� /VI77�22'3G"E ����8�yvSR N � � � — E�'' � t Q0 �_ _~=------ -------- - � TRAC BOUNDARY ==_==—= — — — V) r Ik Ill ?N O OL H . 0 - . . % U 0 , %, „ yam >L v � r v>V % LOT 1 I LOT 2 V 32' A- TERRA VISTA PARKWAY 12 NE�p� �2 gEE � VENUE CONS TRUCT/ON /VOTES 2 CNMMv MAINLINE P/Pe SIZE rXOM 45" r048"R.GP. SpR'UCE A CO/%/97, 18" R.c.P, 0000-0) . DESCRIPTION of REVISION DATE APPROVE ©4a co"rpr 46" R.C.P. (1000-0). CITY of RANCHO CUCAMONGA CONST. 7EM/FURARy PLUG - TRACT NO. 12365 MASTER PLAN STORM DRAIN No.3-2 TERRA VISTA PARKWAY i ' EA5T-. OF SPRUCE AVENUE INTERSECTION • APPROVED BY A GTY ENGINEER RCE.No 23889 DESIGN M OLE ANDASSOCIATES, INC. RECOMMENDED OF SAN BERNAROINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET . bG5 N.Mountain Ave.,Suits 109 UPLAND CALIFORNIA91188 14 of 32 P NE' » ) 0146-094cl/�B/ HEC KED RCE No ____�— DRAWING NO. �� OA E FILE No,/f6 88¢ J c! ° -- - BENCH MARK : — BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. HAVEN -- --- - - - & 83 FT. N. +_ 19TH ST. , SET DRIVE PIN W/C.S . TAG IN TOP =4 2 s AT THE E. END OF A HEAD WALL J ' FOR 3-24" CMP--ELEV. 1430..686 - R •oo / s JcAE o 0 0 - l "yJ /1;H b F C ! _ r -- - } - - -- - -- - p - - - - / ! E 0 � t Ou WQ 0 i E - - �2 r - - - - - -- { -- - t� 7ff �- W V �D >do •L'• t - - - - - � 1 . FN u E 0.1 , O O v G• U ( N / �� —i t , f t �- k��ti• t , - -- - - , t ; ; -T" -- - - — -- -- - - - - -- - - V C i . Xto - - Lo Q � f ; }- 0 t ; Xl41 i t 0 ; Er. . - t t } t r tt 1 1 t E S - { - - -- - - - -- - - - - - -- - - - - -- - 1 - + - - - - - -- -- - - - r •�F'' g: � E T / O SE /2 V 1 - Z 0 l9 , {{ t 0 l9 l2 0 t f - -- -- - - - - -- - -- - - - - !-._ C ! 7 N T 4 Q Q -- - - - it ii _ - - u --- - Ai - - - - -- - -- - - - - - -- - - - - - - -- - - - - - -- - - it r - - -- -- - - - -- = BENCHMARK: BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & _ 19TH ST. , 44 FT. W. le HAVEN ' & 83 FT. N. ,e 19TH ST. , SET \ DRIVE PIN w/C.S. TAG IN TOP \ AT THE E. END OF A HEAD WALL \\ FOR 3-24" CMP--ELEV. 1430.686 �— ilppROX• EX/5T GROUND - 1 �,�.00 t ✓ - "' 7- 73R�Tw NLSO TO - f�' END Paera, BOTH -evD£-o. / — TOP V/E W � 1 R/GH � Qn D D o 5L0T:3 PIER ROAN u ( o� G� R �c.Or.3 iCrr...aWces. ' T 1�.�.� \ \ JOIN ,EXIST BRICK MORrAK PLUG OP 54�C•M•R Y ` 2"N/pe OR L a I x 2"x 3//6 r �(p. \ (GALVAN/ZBD) Jr \ �8 NC.MP. 0 S,roT WEL0OACiI P05T / ¢8 G/G1P L11 b 4 FL-ACES.I billy 11 HE N S• eA)Vo COUPceft a FRour V/4eWJ _P/LL WITH CONCRETEr DEBRIS RACK CAGE DETAILNO scAl-4w 00 PIPE RISER DETAIL 5 L 48" OMP OONIVeo ION 12C MIL N 5 E 0 0T 1101 "IN PI.ANs PING N°8 /onr ®PeR TRNA i24o2 b ESC R IPTI O N o f REVISION GATE APPROVE CITY of RANCHO CUCAMONGA TRACT 12365 STORM DRAIN DETAILS APPROVED 8Y DATE /Z-/Z, CITY ENGINEER RCE.No 23889 DESIGN E Mfn0LE ANDASSOCIATES, INC. RECOMMENDED Y R. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN ANDLANDPLANNING SHEET 543N.Mountain Aw.,Sults 105 / UPLAND CALIFORNIA91186 I(.D OF �' 2 P ONd 14) a148-094a/¢e/ CHECKED 1 RCE. Mom_ DRAWING N0. R•M' DA FILE N0.1411G-6st- 1 884 f l BENCH MARK : �Y -D�� Co�-4�� BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & © DESIGN NOTES , 19TH ST. , 44 FT. W. e HAVEN I IVEFT.PINNw/�S19TAGSIN,TOPT DR DESIGN SPECIFICATIONS : AASHTO STANDARD SPECIFICATIONS AT THE E. END OF A HEAD WALL DATED 1973 AND AASHTO INTERIM SPECIFICATIONS DATED 1974 / ( FOR 3-24" CMP--ELEV. 1430. 686 ' 1975 AND 1976 AS SUPPLEMENTED BY STATE OF CALIFORNIA BRIDGE f DESIGN MANUAL, 1983 EDITION. LIVE LOADING: HS 20-44 AND ALTERNATIVE I s0 �6 I CONCRETE: 28 DAY COMPRESSIVE STRENGTH (f ' c) = 3, 500 p. s. i. s ��G _ SERVICE LOAD STRESSES : I DECK SLAB fc _ 1, 200 p. s. i . FOR ALL OTHERS fc 1, 300 p. s. i . REINFORCEMENT: A. S .T.M. A-615, GRADE 60 AND 40 SERVICE LOAD STRESSES : DECK SLAB fs = 24,000 p. s. i. FOR ALL OTHERS fs 20, 000 p. s. i . A � 'rT'� ¢� o"I �� A FOUNDATION DESIGN: BASED ON FOUNDATION INVESTIGATION REPORT BY RICHARD MILLS ASSOCIATES , CONSULTING ENGINEERS AND GEOLOGISTS , ppLL 2�0� I I \ DATED MAY 7 , 1984, JOB NO. 84-097-01 I � ( I STATION , o v, mit - A �,:T 4 0 ,11 I FOP, PI Pt-- NANGF-2 DEfhr; ASID 4p,4ClIJ6 V1 ell,19.31 ® ( I \ SCALE : 1/4 ! O I I ST TION I7OR D/-- S/OCGY,4G K• O&YaKIV .41 2y�o + ` 8�_D,► �� I mss,- - c,oN�. �I e-E Tzz n >< Ai rATJO N - I \ ( caVSrR ct K �I y F rA! A �� _R6r WWL - orRE� 974,(/0// T� � I s�� �I✓�--n o►� 2_p�► -- 28-x ' 2-�'' �raru�:v �r- AI U 0 5'ECPON - -- - cl. (0 I �� Nor�� I0 44L cyA/ic/ G/iU�C' ,C�',VcE /�,qT��/9G / � ' / �r-/rr1,vas .4".4 COA/AoRAI 70 71-415- 0,C 7/-1 co e.0 0,4 6;-'NG/r1,!5e5,2s STAA/04,e957. 67ee�� /a. A-¢O-A STAT{n J AI ¢D.� 2+x5-0 C0.1-�T. G(Z� E B3EW 8TW'►�i I �- 7. p 24 DNLED PIERS I �,40o cfror cuv ,�,vc6r M ,� �' .er 7 `- \� TYPICAL- Se-(---n N A N i /iv -r,44 L euro ,ovs w�PI44G 2G1�/S�' W/xv Rl ej- j ® rD p,� �e�r �a��• rvP� -�4�'y coe,vre.Roo s�7-1pV,4•,�4, �2A/G Nil7fl DDli�GE 7 S.r !?//R� d`w ,�e.Ni u s 'f,�a ryas, ',. c-yv>,a�Puua� � i� mitis _GY/Tf! AATU.f1'�4BG� r/Gf/1�it�G�ieS ADD �.�jo�� O�/�E,yS/opt/ Ati0 ,aor, y�iply �,�cw! ITYP. eACG Lmm5w5) ® coel o r e vae. e q v1w v7s DESCRIPTION Of REVISION � o OATS APPROVE 41 CITY of RANCHO CUCAMONGA /�51es aleIGGC-0 o _ TRACT, NO. 12 3 6 5 .4T �•• � X3,4 rTc,� (TYP.) � ,6 \ /� �.Y/�'r Cy.4/�t/L/NK�E�UGE�/� ra dE�x7E/1d�0 r0 �vCw scE s,5C7-10X1 V& s,�7.' /B `'� � � -��- � ��/�_ppsT p -��wlse. IMPROVEMENT PLANS FOR , JOHN COIL ASSOCIATES, INC. 7 �, (7 00 4t CORM, qs-) - STRUCTURAL ENGINEERS 7, I CHURCH STREET BRIDGE BRIDGE SLAB REINFORCEMENT PLA \' , „ � \���� BRIDGE DE/CK PLAN (-O APPROVED BY DA E/L/2'$ JOHN COIL S.E. 1543 D.'*ATE I © CITY ENGINEER RCE No 23889 DESIGN. M DOLE AND ASSOCIATES, INC. RECOMMENDED JG', OF SAN BERNAROINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 50N.Mountain Ave.,Suit* ►Os A.2/GEED !/E�2T/G'.4 L TC. UPLAND CAUFORNIA 91186 f7 OF 32 PHON?(711)9669629 FIECKEORCE. No �¢_� DRAWING NO. DA EB FILE Non'6�z 884 _ I f BENCH MARK: BENCH MARK NO. 96-B _ AT THE NWC OF- HAVEN AVE. & 19TH ST. , 44 FT. W. e HAVEN & 83 FT. N. j• 19TH ST. , SET /2.00�/y4X. )rO /0./0' ITN ATIVE THEPIN E. END S.OF A G IN TOP OF AHEAD WALL FOR 3-24" CMP--ELEV. 1430.686 (D-0" 6.00' 11,4X. TD 4.10** MAI '211 -N UI U11 c.ONST �oN7" C "rDP 11000000co _ fit TYPICAL TRANSVERSE SECTION 1/211112 e-01 FIRST POUR SUBSEQUENT" POUR UNINSERRUT T'�32�1 AT 3�-U old PROVIDE TNRUJOINI" PROVIDE 42 DIAM LAP MAX• SPLICE -- STAGGER SPLICE 4 I 0" MIN , I `11 IN 12 AC.� r cuz @ q11 o/G THUS: w LJ 9- If�)" ge,-tHuz). �lG 2 3XGXV8,, ,L 2 -#- cp Z� coot W 2-519 M8 W/ — GGNST A SEG I AL U N I STRUT jo!I47 !N, w 2 X112�GAGE OR NUTS. #� f2, % l~J 2"x /8 BENT STRAP LONGITUDINAL CONSTRUCTION JOINT H GR. NOTE• NOT DIP GALVANIZE HAH66R - �� AFrEP, TION 1.250Z 000 2 FT. MIN MI — $ GLS N �\ DETAIL IIAII / \ 3 11 11_ O11 1 2i1 0 Gd '(�' ori , lL ID I a Y2 C@ %4 SPAN V2 @% SPAM CTC�UIT� �� � � LAYOUT DESCRIPTION of REV)SION GATE APPROVE - - CITY of RANCHO CUCAMONGA �D � L � - '� 3/4 @MID- SPAN . � WATT PIPE:. � ���-�- _ IA I�AiYI IS Ta � T AA CT NO.. 12 3 6 5 , UOTE THL= Ab AVE CAMBER G -- ..---- . • = �¢" bV5-1,0 oiq• • ACCOUNT FOR, Q5AD LVAD ORIn6� DEFLECTION , . .. �� IMPROVEMENT PLANS PLANS FOR �¢�/B°�' oUTsio� Di4• AICD CREEP rid ALLOWANCE FOR FORMWORK JOHN COIL ASSOCIATES, INC. - - t7Ei=LACTI6NS C?Q 'SHORING SETTL.E(VIENT STRUCTURAL ENGINEERS CHURCH STREET BRIDGE HAVE BEEN INCLUDED. SECTIONS AND DETAILS. DETAIL AT SIDEWALK .I s�_ar- L,� /� -��_�� APPROVED A E/Z-/Z-� CAMBER DIAGRAM JOHN COIL S.E. 1�_i43 DATE GTY ENGINEER RCE No 23889 DESIGN MA LE AND ASSOCIATES. INC. RECOMMENDED �C OF SAN BERNARDINO COUNTY - CONSUL71NO CIVIL ENGINEERING DRAWNSHEET AND LAND PLANNING �C 643 N.Mountain Ave.,Sulu i05 I UPLAND CALIFORNIA 911" OF N�pit)9>169Q2t I NECKED q 111 ]0%06.�41..— RCE. No 14—V_ DRAWING NO. G.>�i! OAA FILE No 884 BENCH MARK : BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. e HAVEN - `' & 83 FT. N. te 19TH ST. , SET V P-I&G ( -r0 2,IO M DRIVE PIN W/C.S. TAG IN TOP r'�*` AT THE E ENDOF A'HEAD WALL 68y0 �� 11 Y U FOR 3-24" CMP--ELEV. 1430.686 70,x. O� sio��,q��' c N ST;?,E E G-i ►�/� �'� -- UiQ� t �L'"" I /� l G+�. / ! .� .�/rv. SU,P.,C�YEsT.s/vg-59.52 ,%V SP_,' E9sTSive:5 . 3 1 12- � ��� G cr rZ C �r 4�-p� g6A0 4rD s/"G 345�vl'!Y � I — ,S/O,elAl S/CJE - l/,4,2�Et+- 30 r - ¢2 I F-115 H SU V_ GU/TN �� Ort/G Y. yP sDv7f/ �., Jal WT Z' /mac �«v, 56. 5-6c-�45- �Asy sioE _ 30U_11 S 90 5 OyGx r cop_� SIE f ��r _ C,! O f= z(v iY1 rq ez /�-s� ���i 0 - ¢ T t I< IV /� 4 j W G 41--*. N N F_ -�, ���"' - -------- ---' -s-— ���(►��Q343�ti�U.CIoM Q'��rf�ITTISFI�JMS'oP�..,�lI z�-O Q2�FI V ,� ,! s - � G - _ �5�a,c�oN.2 c •.1,e�co-�/�is/,��w0�c2C7'�/,dUi�t/ � Ty "l � — o 4 2lU- P1EP,5 Ar, 7'0 �EIr�sTr XsZo0Ge;= 5 .59�7 I@ QAYALG w 4 *-1 Va4T WAtfO 0L Gtl Au.. � P�G./bP �E �. r pIZovinE 15PO 50 4- SECTION AT PIPELINE sp4C�R @ 10 t 0,0.T 4 s 04004 (N, .4 0 SECTION AT WING WALL i .400 �¢ TIP A.c/O ,BOT7'4�J cAcy I SECTION THRU PIER . I .4 00 i? s>/,eelJ.o I 1 1' - 0 it gf 7-/C5 Off' i FOUNDATION SECTION ,goo ¢ 1,46-O,v,46 .q es f M ,--,4 cE - Exr�lV79 /'0",aE,vo vo - I I I 0 �OG'Ls OF �L��. .�/00!•� .6'A.2S As � r.�,�.ur-c¢.�v��ga��vrrvv� _ , ������ _�/2G�'S �.� AOD 01R;=_X1 /O ® p `L X/.�` LL 'Q�.Y� r•7.t/1oK/�L A.C/o 2,2�BS •�t I d' DESCRIPTION of REVISION OATE APPROVE i CITY of RANCHO CUCAMONGA -rig s q C6P, 0A�r s&CuRLy TRACT' N 12 3 6 5 FEIuFoRclNG CAGB _ IMPROVEMENT PLANS FOR JOHN COIL ASSOCIATES, INC. 1 STRUCTURAL ENGINEERS CHURCH STREET BRIDGE FOUNDATION,WINGWALL, AND PIER DETAILS, A P P ROV ATE /2-/Z i _ _ JOHN COIL S.E. 1543 DATE GTY ENGINEER _ RCE No 23889 SECTION REINFORCING CAGE DETAIL PIPE THRU ABUTMENT WALL DESIGN M OLE AND � RECOMMENDED Of SAN BERNARDINO COUNTY CONSULTING CML ENGINEERING DRAWN AND LAND PLANNING SHEET 543 N.Mountdn Apw..Suits 05 7:C. UPHONdnt4)/es e1�91Tae /9 pi� NECKED RCE. No /4AY DRAWING NO. 6:/v/ DAT 6 FILE No��6�� 884 I tk r;. BENCH MARK : BENCH MARK NO. 96-B 1� 11 1 �� �� AT THE NWC OF HAVEN AVENUE & 19TH, 10 -p Spacin (Max ) 10 - O Spacing 10 - 0 Spacing10 - 0 Spacing ( Max.) ST. , 44 FEET WEST ¢ HAVEN & 83 FEET NORTH t 19TH ST. , SET DRIVE vp END OF A HEAD WALL FOR 3-24" CMP Typical Rail and Truss Spacing Typical Rail and Truss 3pacin9 PIN w/C.S. TAG IN TOP AT THE EAST Line Post ELEV. 1430.686 144 is nom. dia. std. Kn.tckled fini;ih Line Post Line Po3t alY i e with as v. capEnd Pbst End Post 11 a. wire ties at 12"o.c. 9a. spring steel tension wire 2" nom . dia std. with II ga. wire tiesat 24" o.c alv. pipe with alv cap 1Y " nom.dia. 9a1v pipe rail I I a. wire ties (total 5 eac 9 P P 9 Tensidn Bar (typ) 9 3A6" x '/�" min. `X Post equally spaced) o P) 4 -1Z 9a x I " rni n bar 6 9a.Double Truss 2." Mesh chain I ink fence ,t in bunds equally spaced wire with adjustable tightener f itti n s Top of Concrete Wal Imo' 12" long ■� Ion 9. light wei ht1$ long light weight long light weightmetal insert-41 N 1 .metal insert rneta1 1nsert (20 GAG 0 MAI ) 18" long light wei ht metal insert �20 GAGE AAW) FENCE NOTE All Chain. Link fence material, fittings and ' installation shall conform to the Specifics tlons ap &6he Corps of Engincels .5tandords,. t FENCE PIPE MATERIAL LIST 4' CHAIN LINK FENCE DETAIL ' Nominal Outside Inside Weight NO SCALE Diameter Diameter Diameter per Foot FENCE Ar TDP OP 2=3" N,t7N CVNC PE,9E,6rRIAAl (inches) (Inches) (inches) (pounds) ��� Pope BR/GY�� 5P•4No�c1GY. %a 1. 660 1. 380 2.27 1! or 1. 900 1. 610 2. 7z H-Section P's"x I%' 2.80 , 2 2.375 2.067 3.65 2%z 2.875 2.469 1. T9 3 3.500 3.068 758 0 3%,, 4.000 3.548 9.11 4 4.500 4.026 10.79 6 6.625 6.065 18.97 t a A00 A10T,6 BELOW 6FAC6 P,5r,4/1- C1,4R/,Y 'FENCe 1,49re" .21e5195 S4lt-41 DESCRIPTION ct REVISION OAT[ APPROVE ' I CITY of RANCHO CUC'AMONGA TRACT NO . 12 31 6 5 JOHN COIL ASSOCIATES, INC. IMPROVEMENT PLANS FOR STRUCTURAL ENGINEERS ' CHURCH STREET BRIDGE M. CELLAN OUS DETAILS APPROVED H'i 0 A TiE - /2 /Z JOHN COIL S.E. 1543 DATE Cj T Y E rir. NE_ ER R(.t No "C M139 0 E;IC.N MAOOIE ANO AS TES, INC. RECOMMENCED S.HI � S. d Of SAN BERNAROINO E�UNTT CONSULTING CIVIL ENGINEER4413 DRAWN AND LAND PLANNING skirt T - 545N. Mountain Ave.,Sults 104 s UPLAND CALIFORNIA 91166 2Q� OF � PHON?2 4)94(o-2949 RECKED RCE No MAX ORAWIN3- N0. n. fl/,yf1 0A E "f- FILE No i2G= zs B84