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HomeMy WebLinkAbout1555-D CH '1 BENCvH MARK NO MARK :96-8 AT THE O� © � ©� NWC OF HAVEN AVENUE AND V 19th ST. . 44 FT. W . { HAVEN 83 FT. N. j 19th ST. . SET ^ V DRIVE PIN r/ C.S. TAG IN TOP ,1 4 V � AT THE E. END OF A HEAD WALL } x, m T C FOR 3-24" CMP- ELEV. 1430.686 S"PORaRT ZEN NAM 1" IRON PIPE AT THE CENTERLINE INTERSECTION OF FOOTHILL BLVD. o 0 O t 1` V AND ROCHYSTER AVENUE NORTH SECTION 6, T. 1 S. , R.6 W. , nS.B.B.& No 8 ELEVATION - 1207.36 + Sg NLY T.G. N'b.Y TG. NGL --- - - - --- --_ H6L g m V vj 1°G. OVEFR PrPL ^ � O 11 Fjovaw/6-r. 'sraoy 0 `P�,vhtE Q,4'`�VI� 6= ©•OD2a � o L6=o• 2 ti 0020 2 = dp 4. M ' 100 -L77.D � � Q -277. 1 3 � Aha o � o . 4 00�291.4 � Q,o,= rQ.4 0F3 28.88 L•F 8$RGP. * /A/67-ALL 318.35 LF 644~ R.C.P D-WA.D z a40 INGTA4J_ 4/0. 19LJ---L04"X C•P. iP-LOAD e0D � Wu D-LOI4D= r2-490 1LAT . " C " PROFILE ff p, HORIZ i"s , RT 0s 74 73 72 7/ 70 G°J Ga G7 GG P H A S E = 4 5050 �.z 0 r J q s ►: 4 IL tA � � 1p � � � O O F` p • � '��]� MI d1 �� t1 O� r . pQh ^ N � g � g `ah n : t\ '� Oj � 44j 4 W d '� g O 1 N1 O 85 WIVE STdRM � �a ���' i• �,!� ^ � �� ^'s.� i• i' ^ Q� i'� CJYZ.4/A/ E4SEMENT .�, � �{ tJ \` � $ W t �� 'IOU al�� 1 4S AltIlulI 6 -T o O W -- w - '50, 4NN 3 r -- -- ` Dus AY R/c r TUcv laE N z 40 Sr7" CUr-B Gl/TTEJC M/677. 47''6 Kot-_,C I Wa' Mme' W - WN y Fx15T. 10'11 .c -M . ot34.18 i-A- �C" �r �t ^ v h I *9%. �I LAT . C N►�iav cu�c ; -� - 77 64 � � I b h y v sc7' �IC�DfO Lt)Te�Pti L &p-J° ST Q. 7/(98.31 f ABAN1� Zlt _ I L� ZA7;eAZ "D"t0,5rA7Zf4,9.00 6YM4DoGE rA_250C. OZ109/X -- � � - - - - - - - - - - - - - - GU� >� �GITTE� - - - - - - - - - - - - - - - - = �r644t .!7" 44N0 jp,�jR�,PA� 0�9JN u 1� K/"r \\ No DESCRIPTION OF REVISION DATE 1APPROV 11 FOOTHILL BOULEVARD u CITY of RANCHO CUCAMONGA. DATA : DELTA/BFARING RADIUS LENGTH/DIST TANGENTM PLAN AND PROFILE U A/ 89' •50 '04" w ( STATE WD(MW UU Q U 03 C0115THETION NOTES; OF M . P . S . D . LINE 6 8 /.0 °& v4& � " 9'6¢ ' 4o INSTALL 24" R.C.P. D-LOAn PER PLP►N. FROM STA . 66+64 . 47 TO STA . 74+00 . 00 IV B9'So"Od"W 282.G7' s NOTE : ©1 INSTALL 30* R.C.P. D-LOAD PER PLAN. C P • M . N O , 14022 1 ` 00 5&"e I. PRIVATE LINE,NOT TO BE 4 5 INSTALL 84' R.C.P. D-LOAD PER PLAN. A D A T E a 7 Q& U 44° 53 '172" 22.50' 17. 04 ' 9. 3o ' MAINTAINED By THE clTv. © CITY ENG I NEER �/ RCE No . 24953 O N 44'S5' 02'%N 10.53' t . XE,-m To OAl slm D1ewc's - � 4 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO. 319. PUN ri�Fr� Or= LAT. �A'v •s" •�." t�FEss/ DES I GN MADOLE a ASSo TES. TNc. R CO MEND D �� 48 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STD. PLAN NO. 331. ��kTON (, OF 1'HE INLAND EMPIRE Z_/-14 h g C04SLA-TING CIVIL ENGINEERS 5 WXa JZ' GMP. (clr AR'O. E 7 W17 / 7�i,? /N[.ET AmEpe � GJr I ��J � `' DRAWN 1oeo, a�LAW T�s4i�i TE ,o� SHEET 3. �f'Ef ER TO AN5/TE ORrI/GS. FOrP PMN ®52 Na 3//; C01VOT- coAC CM"A- A✓fr� c yJ� ME57*' �r.G�<AVor�P'eivwrE > Na 14814 0 a,c,�novG E cw TE 1 © ¢`PRoF/C.ff OF L.4 T. ��D-1 " T?Mf�JRA,eY PWIAI, �►bT 7t�,cam J�s4/NTAJNEO ,6Y C�TrJ E* 1.3/q7 ee F CW9)948-1311 8 �F / 7 CO,J5T,e�1jcr JUAiCrio,v -7_X JCrlJ>t� /t/o.4 Pex STU. PUN NO. 333 . ♦c CIVI �* CHECKED VwJ# & RCE No /48/4 RAW G NO . A�CAi DATE I-5L 26- F I LE No /24- •P" MF'SD 6 F' HILL BLVD 66+64.47-74400 - 21 [0.277PF : 763 1161 05-Jan-95 12:53 Pfi / 126- 763- 1 r CITY SHT . NO . $ OFq7 M4G. DATE= 8.o2'9s FG. DUE�e P1PE � BENCH MARK . BENCH MARK NO. 96-8 AT THE d W NUC OF HAVEN AVENUE AND 19th ST. . 44 FT. W . HAVEN n l: ? r1 111 ~ A�'45P2 ' HGG. aS __ v '� DRBVEFPINNv/jC.St .hTAGIN SET TOP ,k A �C 1265 AT THE E. END OF A HEAD WALL ' e Hlu -4t n FOR 3-24" CMP- ELEV. 1430.686 o° °.' Q Tmpamm BENCH JORa 1- IRON PIPE AT THE CENTERLINE Q J J INTERSECTION OF FOOTHILL BLVD- j. }JJ' AND ROCHESTER AVENUE NORTH �2A.�1 M ~ /2/D IWC — 0. �S? Iii'�IG•P SECTION 61 T. 1 S. , R.6 W. , 3 TDP O.� NOrPT1/ 6%04 �' S.B.H.i ]![. ELEVATION - 1207.36 77 a --- --- - -- --- --- --- k6L --- --- --- x5m4 3G774.t'• o a fi .'' ,c C.P. (l2s0-D) 0I- 5.3 CIS LAT "M P j. t Q Gb20 I •,�' � FS Ove 0 > n '� im IW Z .o Q/vc' we). , CFS 7 0=5 tow = 249.S cps 6?, , C U, /�rgT,�GG 044-17 4-Ar elf," G.P. $oo -O> 5l�7 GF At y/Cl C 1p PROFILE SCALES HORIZ. 1"s 40' VERT. 10 s 4' � Z 83 a2 8� 80 PHASE 79 = TB 50 77 7G 75 T4 _ 3 J 4g 47 11 // FUTURE I< 1( 'E11 'tN Q 2 COM3J' /5.os �T. /505 LAT . I ti °� $ PRIVATE LATERAL n C FUTURE CONSTRUCTIO � $ �' 11 H 11 $ o LAT . " G " � � g $ LAT " F " � � � , � � LAT . " E '� � � � PRIVATE LATE. L LAT . m /,Boo-D� �1 L p �Quv/�,2 CFS ?,a, = Z►.O �. �1 $ t� (a �4 FUTURE CONSTRUCTIO - • b PRIVATE LATERA t ', SEE SHEET �/ OF/7 j. ,� $ N h 99 PRIVATE LATERAL v 0 FOR PROFILE PRIVATE LATERAL 4. .� }` N .1, �. '�` d �1. 11 11 11 11 u d b o / ,. LAT . E ;, LAT . G g 11 11 'W/AE 67bICM it y. is V ^ 1p FUTURE CONSTRUCTION FUTURE CONSTRUCTION h"' o 3� gaTBU5 Fz] ICHrT/JRN LAME Ex/s7" 27 GEWER A M / w All, EX/677 /O' WA7-eM pr1GD/AN CU/�B 7770 V I ® E d REV/5/ON TO LAT (!9s7A. 77 -f50.25. � / REV/5/0n/ MADeY TR!/XAW y ASSOC/A TES ADDED LAT "M" PLAAJ PROF/LE CS- 57A. 75 t 9G.9/ f pse 4 e/W Q rMTH/LL MV0. tp4A" SHT 5 A / OF/7 •IIIW AY NA+XVLE DATA : �\ 4 Essi No• DESCRIPTIO$ OF REVISION DATE APPROVE O DELTA/BEARING RADIUS LENGTH/DIST. TANGENT ll JW. GR���� C 1 TY of RANCHO CUCAMONGA a A/ 44° .�'D4-W � � FOOTH I LL 05M3 ® /V 89�SD'o4~W 500.po PLAN AND PROFILE A tw 45- o-9'.se,= 41.72 STATE G'-110RMWA Y (98OF p d N 38°2CO'04yw 24.47' CONSTRUCTION NOTES: q�F cN � M . P . S . D . LINE 6 " R.C.P. �fCA� FROM STA . 74+00 . 00 TO STA . 83+00 . 00 40 INSTALL 24 R.C.P. D-LOAD PER PLAN. 45 INSTALL 84" R.C.P. D-LOAD PER PLAN. For, tevMOu® ONLY. C P . M . NO * 14022 � APPROVE Y : _ A 7 6 � NOTE : 4© CONSTRUCT )KANHOLE 140. Z PER CITY STD. PLP1P NO. 319. - 3 PR Z VATE LINE,NOT To BE GO CONSTRUCT JUNCTION STRUCTURE NO-4 PER STD. PLAN NO. 333. CITY ENGINEER MADOLE r< ASS E S. INC. 6�7 RCE 0 N o E N D E D 4 4 CONSTRUCT BRICK �: MORTAR PLUG AT END OF PIPE.. Of E$3/ D E S I G N v"j 0 � �.BL OF THE I NLA � EMP I RE 2.r)-'�' MAINTAINED BY THE CITY. t K CONSULTING CIVIL ENGINEERS CX tV� A!D LAIC FUINNE4S o DRAWN 10601 CHURCH III SUITE 107 SHEET Na �14-8�14 7 oC ~E*3-:31-97 E/ ! RANCHOM0�91 !JGACA 917M � 0� 4� 7 CHECKED �`1"wIft CE No t"14 DRAWING N0 . 'rl �l V I -4 R L !14 4 AF DATE 1'3/" s FILE No /&-AV •P- MF'SU 5 SIA. 74+99 10 SIA. 83+00 - 2110,27) PF : 763 1162 05-Jon-95 11 :42 AM / 126-763- 1 °f"'G' DATE: CITY S HT . NO . OF w BENCH MARK : r a BENCH MARK NO. 96-8 AT THE ►.� NUC OF HAVEN AVENUE AND t F 19th ST. . 44 FT. W. HAVEN F 41 p 11 .s o vee P/PI= b 83 FT. N. j 19th ST. . SET -dt DRIVE PIN r/ C.S. TAG IN TOP �I —12/0 AT THE E. END OF A HEAD WALL FOR 3-24" CMP- ELEV. 1430.686 � $ \ N SRA T >� wa ICOC 1" IRON PIPE AT THE CENTERLINE -- INTERSECTION OF FOOTHILL BLVD. AND ROCHESTER AVENUE NORTH A/'LY. T.G. 1205 SECTION , T.1 S. , R.6 W. , S.B.B.i K. ELEVATION - 1207.36 k6L i&, ems. 6 WA Iwo ��9'�PN � !e 1 14 L r R d� n Llw lbi "VEIN T-'r �R.c• 11�' M' � �' � � 11 R4 — 1200 -�Ff4L � pLJ /A/ST11 LLtc.87 LF 24" R•c.P. D-co*D-- ►Zs0 0 _ a� v Q/o• vg crrc LA . J 11 ri 2 �gf` Z F9.OVER 0 J 6 ZZ i. /O .G GFS d2(Oa //S•7 CFS " BD= /I$.7 GRS d2 oba /Ql•/ ces 0/,v E4-9-5CP5 oo247 7 CFS " 6v = 247 7 � 1U . _ al � � � � ` rl1 � all � � Hst- ' ___. arQ D.5 �� .�• =-3Q�, /kN.57ALL 247• G' L.F• GOA J -r-f 0-LOAD = 900 //VS7'i4L4- VZ47 I.F GG" 1C•C•P D- L040 940 INSTALL ".A# L.F 64" IC.C•r. D- LOAD- 600 INSTALL- 147.G7 L-F WR.0 P D-Lo�� = Boo --- 11 . ' /I�v N ' U � —1200 PHASE _ �•� � PHASE JE � ►. � � � Qw,��X27 d p n u /NsT�cLs7 to C '� 31.4 CPS PROFILE 4, v 442"R•C.P �. ttOR. 1"'a 40' 3o RCP/ D-LARD= 1000 •� D-LD/tD= 1000 VERT_ 10124t 9Q 91 eo 89 8d S7 Oro 6s a4 s3 LAT . " L " MAYTr.-.N AVE . S . D . 5/ 60 FU'T'URE CONSTRUCTION 4 jl Y. :t 9O T 11 y W 44 V 0 m SEE SHEET 11 OF 17 J Uj v 1 vU O 11 11 (� FOR PROFILE g b O ^ 4 ��i1 IQ 0 p p LAT 11 J 11 y g h a g g LAT . L aj `^ 4 4 g �� $ + + lu i OJ + 4/ + 11 FUTURE CONS"I RUCTION c '� N ( �' q Hl N .� + 0 N + ' cp 0 4 �0 I. v N 0 M + '� N LS WIOL 57b�CiN 14 tQ g . . PRIVATE LATERAL PHASE I I � PHASE I t 4o b n 11 o b 110v cp v 1IN 64` HB�r t - NL ' _ -- - A -R/w - Irl 31/S A%AY3 3 S r BX 167. 87'SEWER I rV�, w IV,, t I w 10 Z V ^ LST. /O"Wd.TEJC i I0) `ll 1 MC-a/AA/ CJJ)W 47 pr-e> bSM AIWJAN CUrQ5 _ Ai 74 R/W Ff7 No DESCRIPTION OF REVISION DATE APPROVE DATA : CONSTRUCTION NOTES: CITY o f RANCHO CUCAMONGA 01 DELTA/BEARING RADIUS LENGTH/DIST. TANGENT FOOTH I LL B 40 INSTALL 24" R.C.P. D-LOAD PER PLAN. Al 4-50 0-0'5G~E 27.82' 41 INSTALL 30" R.C.P. D-LOAD PER PLAN. PLAN AND PROFILE L3 �l .�'B�SO�O¢" W 30.Op � � �aM��/►� M C N 6g',S,01 W O3 AO ' Q STATE Hl�Ull Yt% U 83 � 43 INSTALL 42" R.C.P. D-LOAD PER PLAN. OF OD ,v 59.50/04" w 22.52 , 44 INSTALL 60* R.C.P. D-LOAD PER PLAN. M . P ° S . D . LINE 6 Q {K/•V0'60 " .4.s•047-/2 , 2s.98' INSTALL 84" R.C.P. D-LOAD PER PLAN. FROM STA . 83+00 . 00 TO STA . 92+00 . 00 45 /r N�•og�s�„ E ls.o0 � P , M , NO , 14022 � NOTE : 4 7 CONSTRUCT 1SANHOLE 110. 2 PER CITY STD. PLAN 110. 319. A V Y : _ ATE PRIVATE LINE,NOT TO BENo . � Q6 5 O CONSTRUCT JUNCTION STRUCTURE 110.4 PER STD. PLAN 110. 333 . CITY E N G I N E E RCE N o . 24959 ryf£9S/Q� MAINTAINED BY THE CITY 49 CONSTRUCT BRICK i 110RTAR PLUG AT END OF PIPE. [1) `(( DESIGN MADOLE b ASS 1'ES. INC. RECOMMENDED OF 1•HE I NLA EMPIRE 51 CONSTRUCT TRANSITION STRUCTURE 110. 3 PER CITY STD. PLAN 110. 33 CONSULTING CIVIL ENGINEERS NQ 14814- AM LAID PLANNERS F X97 DRAWN +oeo' O CLICcAWM� CA 9 � S H E F-R-F [909)948-1311 /0 OF /7 y� `!� CHECKED 7""'Y^ + RCE No /4al¢ RAW NIG NO . C� E 1-81-?5 FILE No /"-" �`-�✓�-D •P• MPSD 5 FOOTHILL BLVD. S1A.83400 10 - 21 [0,27) PF : 763 1 163 Ob- Jan-95 10:56 A1l25- 763- 1 CITY SHT . NO . D OF Mir'. DATE: BENCH MARK : BENCH MARK NO. 96-B AT THE Y NWC OF HAVEN AVENUE AND 19th ST. . 44 FT. W. HAVEN t DReIVEFT.PINNw/jC.S. TAG. INSET TOP 9 o a AT THE E. END OF A HEAD WALL 0 FOR 3-24" CMP- ELEV. 1430.686 O✓EP 0 rIfB. _ �' p 1" IRON PIPE AT THE CENTERLINE INTERSECTION OF FOOTHILL BLVD. �P/PES N AND ROCHESTER AVENUE NORTH SECTION 61 T. 1 S. , R.6 W. , t4'14- TC. S.B.B.& M. ELEVATION - 1207.36 c�/TURE C.B. l MCL tic L — s --- __ w.s.- G'SC16T ZZ �l 1 N1• a , b o � � � � � 2 ` 2 � g a �t1 Qroo= tor.G CPS INST.IIL /2•SD L.F � it � 6S � �� /N57i4uL 34r.-Au; Lia Go'R.C.P. O'LQA D jN5ThL L 9 4 16 !g•OS C..F 9� /SDO-p� - 1.7 CPS —LAT . I " H '+ LAT . " K " WE Ayr. ?foR 1040) We 9/-/r, /0 fie l9l") FUTURE CONSTRUCtION PROFILE SCALES: HORIZ. 1"z 40' VERT. 1": 4' 961 05 04 93 92 PHASE IE JE- � 47 2 a x �Nov� �xtsr- Et�cT�lc ruNrP g W b rl 3 NCT1D1! S7?KUC1I110E /NCL.UD✓AJrwA tlCTivs P«sr04-r=O4h QC/ST 6TORM DCAIAJ 6YSTeM TE Q •g SAMC BTo,�,vl PEI, CITY aWC-.No. /3/4-,C> oR,4/N 6g5E4tE.v7' lV W I_ � N a9' so '0* w " ON PXubT. C•M.A•P. C1JRB �GuTTJ J ��� .57„X .3G„ ex/DT. Q4'6E'WEK lwp w"D PG�/Ei,>�.//Rr2Yf7GL� 0c/sr /o"wsITZR Ai94Nl0N&X/5T. I I — ME01AA► CV G.M.P. it +- - - - - - — _ Ex wr as"c•M jp P FTr DESCRIPTION OF REVISION DATE APPROVEY of RANCHO CUCAMONGA FOOTH I LL BOULEVARDCONSTRUCTIONNOTE : 44 INSTALL 60" R.C.P. D-LOAD PER PLAN. PLAN AND PROFILE (STATE HPQHWA V 68) OF 47 CONSTRUCT MANHOLE N0. 2 PER CITY STD. PLAN No. 319. M . P . S . D . LINE 6 FROM STA . 92+00 . 00 TO STA . 95+52 . 26 C P , M . N0 , 14022 APPROVED B : D A T E oP17176 kofUpq CITY ENGINE C RCE No .24953 r1lTON 'Y DES I GN MADOL.E b AS0 ATE S. INC. R ENDED O fttwc NLciviLDpr MPIRs 2 -/-f4 "� Na 148141* Aro LAW PLAN W-R6 M DRAWN IM01 CRACH STr�T SUITE roe SHEET # E*}-3 1- 7* E� o Cw9u)or 0-1311 91730 // - OF 7 `7' C�VtI CHECKED ��"`'+� RCE No /ag'4 RAW I NG NO . DATE FILE No A •P• MPSD 5 F ' HILL BLVD 924 00-954 52.26 - 21 L0,27: PF : 763 1 164 07-Jon-95 10:b/ AM / 12b- 7b3- 1 , CITY S HT . NO . OF 4( � MM. DATE: 9-09-9-r, N F a P,/w BENCH MARK : BENCH MARK NO. 96-8 AT THE NUC OF HAVEN AVENUE AND p 4 i11 19th ST. . 44 FT. W. HAVEN F1�5. OVAM i. o 11230 b 83 FT. N. j 19th St. . SET PAPE DRIVE PIN ■/ C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP- ELEV. 1430.686 L ws=Vis.¢` 1" IRON PIPE AT THE CENTERLINE :t INTERSECTION OF FOOTHILL BLVD. 12 ZS " AND ROCHESTER AVENUE NORTH �+ F k�, 2 SECTION 6, T. 1 S. , R.6 w. , jS.B.B.6 M. b � htA+ ELEVATION - 1207.36 2 I'. K) 141 N y �3 --- ff�[- 1�''R a N p N Q�a� r�•a � � N v a o N Qio= �• '�r - } --- --- w a 11J�sTAIA- 14.71LF O N /u57/ X.461--F 4 y D-LPAD 100b D-LOAD - 1 DD f 9. CJMi6'e - � PIPE _ - H CIL ,tp '�,�• - --- --- /225 tt Blu +r 12� X225 . .. LATr A *� LAT . sJ co p V • �� - W j IpJ o N 7 h O p i ` N rn N Q roe= 77 2 GFS ` N 9 aA X11 /P� + - a 2 LF 2� /o�'>°4/•y Cf5 0 � � p �► G•�cF� Q � �e(!�'�LL 321.78 LF �D"!t•G P. -LEAD z 100D 11116rAL1 34-9R•C.f' D-�AD = 1000 A�STALL 95.23 GF � � . o N 1g D-LDAD =AOOO . . . . ; LAS' *. C .. t PROFILE NOR. 1"= 40' VERT. 1 24' V �p v _ tr � 4 54 W � A 1.00 S 5 LAT , rr C LAT . rr B g LAT . rr A rr g n I W I I N �! E YS se7 I or C' 04 � &4 CQ PQG 23gIL titp IL - U Mop s"sewER o fir. a" WATER p I1� g w x Q CONST. JUNCTION NO. Z PER CITY STD. cu ' s t u PLAN N0. 331. c 1: � 22 CONST. X.N. NO. 4 PER CITY STD. PLAN NO. 321. O INSTALL 420 R.C.P. D-LOAD PER PLAN. Q �YfS� P�e T,as�GT No• i5ia¢ O AP7f DELTA/HEARING RADIUS LENGTH/DIST. TANGFN'I U v U 1 lu 24 INSTALL 36" R.C.P. D-LOAD PER PLAN. A „ W - - �-,- ---- - �� ,� R 4 I I Z o N0. DESCRIPTION OF REVISIOR DATE APPROVE Q N 2 9 ZG 55 3 i1 m 4� N a 3 Z 5 INSTALL 3 0" R.C.P. D-LOAD PER PLAN. - �2•�' 2�. ,, 'Q.a9' N � �� ' 110 INSTALL 24" R.C.P. D_LOAD PER PLAN. CITY of RANCHO CUCAMONGA N d`9 2G 55 w 22 9.Go O k D 00°53 37" 985.00 49.715 2Q•P6 + 11 " DRIVE i INSTALL 18" R.C.P. D-LOAD PER PLAN.n _ � FPOPLAR a� Plan and Profile /9°07 '28' 98S.GM' 326.7x' 11V Q V g F ill 32' 2G'07" W 20•aG' + Z a Q8 CONST d1VCK AAID MOMTAR PWC,AT bvD Or PIPs f O Storm Drain Al 41' 35'10"'W 4/ G5' QI Q `0 ;J S�'E 4w, 6.No. 1555-D, ;HT 4 Of;7 lexkESrER A!/E/UUE sT�ehc�e,4/Nl�v P o p f o r Drive H N 3 ° oa 1qa"w 40-6 PARCEL MAP N0 . 14022 Essr APPROVED Y : _ DATE : CITY ENGIN EET ON RCE No . 2x953 No. 14814 I. E>* 3/ g, DES S I GN M^OFLI'HE I NLON EMP I RFC R 01 '1 iN * CONBULTIM CIVIL EWI!EER8AM LAW "� � G DRAWN 110601 EE WITE 107 SHEET l4� RANCM CIICAM04GA, CA 91730 � CAl Eap 190919*6-1311 O F 4 j CHECKED RCE No 14 '4 RAW N N0 . I TE Z - zG - 9G FILE No ,u-�1 155 -D S i ORN DRAIN PLAN - 2010,27] P[ 1 2691 ; 854 30- Dec-94 12:015 Pt l / 126--917- 1 i CITY SHT . NO . g20 OF �7 0nct und � �•It c� ATTENTION I i I3I4�NCH MARK � CONTRACTOR SHALL PROTECT IN-PUCE BENCH MARK No. 96-B AT THE NNc OF HAVEN AVE. & 19TH ST. , 44 Call: TOLL FREE k EXISTING FIBER OPTICS CABLE. FT. W. 4t HAVEN AVE. & 83 FT. N. ? v 41 19TH ST. , SET DRIVE PIN 10 + fl PHONE : 1 - 800 - 678 - 9441 w/C.S. TAG IN TOP AT TUU E. ENR E1430.686 m s F A HEAD WADI. FOR3-24 * CMP--- , ��133 EL V. TFvrORARY BENCI3 MARK TWO WORKING DAYS BEFORE YOU DIG s 1" IRON PIPIT AT TRI: CENTERLINE _ N --- INTERSECTION OF FOOTHILL BLVD. F. S. OVEJC PIPE- _ AND ROCLIrSTER AVENUE NORTI, SECTION 6 , T. 1 S. , R. 6 W. , tl1sL S.B.B.& M. d' V 4! ELEVATION - 1207.36 a � --- h EXIST F16rR OP776 o + t� GOND. EM8EOOEO 6�O'02 QS N _ q i >_6. OVER P/PP. - j 0B EX15T to "kwm } - ..- i 1tit > ) N6L y D Q�11 r ? 7 - rI tcr5r. o,a2 m NID1220 120 .tip ��t•>z�4 �-o�s� . ., .... c° � � V � N �Q1? 29 � l h 1 r p N V fit- i �► 1 ,g � a m N Io o►-tt b �H s�GR N � O m O A 10 4) `_o d?�=Q35.2 � � `� �, � Qla� Q18� GF✓ Quo = 218.o QF5 � N f n ,, tf/Y'5 IL IA57'AU- 41 •34 1-Jill J9-I9- LDAD = 13SU /A/8TAL1. 51 S. 87 1 F; 5¢NR.C•P D- LOAo = /350 /A16T.AU 182. 15 1-.,w42R.C.f'i DLLAgD=13Xl 18. 5 On NQ � Q c5 -_ Q .Fs.1 � GQ/oo= /30.0 T � 1 l PROFILE _ HOR. 1"= 40' VERT. t~=4' 4 5 6 Q 7 8 9 to !I d !2 !3 44 POPLAR OR IVE 41 ao oc 41 a 4 v► � � � o 14 SEE OIhK. No. o N 53 o ^ �, s �� -2 �' 10 5Hr3O'4,s7(!� ;""IlViq�O 51 N 42 L6 E �` �, ;i N - 0 0 � Z vvOV H f� OZ� Q ti = N 2` 4 U�z> WIt w it 3 E♦ �+ m _j 7_ ,o ROCHE STEN V �� 3 VENUE o 0 ^ 0 8° ^,�Q 2 N lV v,oo ►yam y '2 . 61 N t F t� V 4 p Q �' p c e N 4� V SCALE. 1 40' w F V U $ F 77 O y, N �( �} nil r 8 , ?a 4- r r r r r t 0 B � Q i k. N 1.4 �� ���y 't :2 4 n 3 i4:� I �� � < O a n o LAT . B + 4. N -' a Z o rr rr Q' a Ill 4 4 �, a d �� a LAT . C IlkN. / R/w EN 4.47. !2 w i 0 �J a '48 LST F" 46 PIC^.^. /r r WArEX 48 I l Q om] \ 46 46 I N ' / Ng9 43 35 W- 45' _ - -- - - - -- _ ,� yo• � t� 11 r w 9 0" N II IQ Gb �3 Ct5 E 13 p c l ST. /D" X/5 71 F/f36f Dl°r/c5 4 5 33 05 "E -��, 1 4F' I so FO-Cdlul3 n-we-T1om 4 / 84.26 ' ro �- w,o f'x/5T /O" WATER w N3T�UGTIo�tl p _ ---- --- / -X11+00 12+00 13+00 FX�Sr �� 14+00 715+00 16+ 0 17+00 18+00 `'• + 20+00 ``'so-t � 21+00 _. l �� P�c/sT. S.D• /�PICOYEME�/7� CO�usT r,3 Sti / /N LATERAL "E 'v ` \ W/Tx1 CITY G4P/r.4L /MP. PICID�IL�TS NMI - =/O tGl�•OD (,..4 j. "E " (�1=45°,B=24',G�4.5) I _ .� �V EXIST. lD 6eWFJe ���1�` �/ST ? < PE1C OWc. A1.0- /4Z7-Z> COh"I'R.ACTOR SHALL PROTECTlu �o � 1�1 bq `mer' $ •ISTING WATER LINE IN PLACE. is i�H W v = v .� `' ��► �c 3 EXACT MATER LINE LOCATION � I � W ` _ Q� Z� w E 0. 14814� g SHALL. BE DFTI?RMT ED PRIOR TO Q; �1 -� �, -k �4i►3=3L:�7 0 4 TRENCHING. SHORING MAY BE -� FS• a'u 4C 1 a $ REQUIRED. CONTACT CITY AND C.C.W.D. INSPECTOR FOR APPROVAL f/NrskEO b V TO PROCEED WITH MEN ING. N IJ o a(STA. 1+32 TO 7+35) " 1 O V7 OVER s3 PIPE12 20 - OO 4,00 LAIECAC- By MfVO4E f .4--il� A Fh. ovER L PIPE �F �cd` �o. DESCRIPTION OF REVISION DATE APPROV 4/ CONST.M.H.N0.2 PER CITY STD.PLAN N10. 319. � a � ,,� ��h1,' � �HGL 'o CITY o f RANCHO CUCAMONGA ¢2 CONST.TRANSITION STRUCTURE NO. 1 PER CITY STD.PLAN NO. 334. ®- CONST.J.S. NO. 2 PER CITY STD.PLAN NO. 331. �2 fr' - I 0� /005 - - !2�� yG� - 12115- - 1 2 2 0 CONST.M.H.NO.4 PER CITY STD. PLAN NO. 321. s0 �I y A � •.,; g PLAN AND PROFILE 45 CONST.TEMP. CMP C.B.PER CITY STD.PLAN NO. 311. N �� t p, 46 INSTALL S4 -C.P.D-LOAD PER PLAN. (� ,S+ S / $=p,00�0 �2 �V, 5 OF 47 INSTALL 42"R.C.P. D-LOAD PER PLAN. QB INSTALL 24"RC.P.D-LOAD PER PLAN. o �¢ M . P . S . D . LINE 6- 1 CONST. BRICK A MOTAR PLUG AT END OF PIPE. b� �. S'' 46" RCP ? Q !NV 5'� $0 REMOVE EXIST. 24"RC.P.UPSTREAM FROM 0+48.00. oxa co° /j� 4010 - b 1215 5/ CONST. CONCRFT'E COLLAR PER CITY STD. PLAN NO. 329. !2/0 - 1205- y4 O N �z INSTALL 18" C.M.P. z W o /zoo - t 3 b $ . o� o 04 � : i PARCEL MAP N 0 . 14022 CONST. JUNCTION STRUCTURE N0.2 PER CITY STD.PLAN NO. 331. a`� vii , W,�p - S 2 + \ / p�3B . ^p O N �p Z o . RRR `�\ t APPROVED Y : A :F INSTAII, 18 RC.P. D-LOAD PER PLAN. 0 ,. �, •o � � _ �p 'W �� � � 4 N „� Nz � �, � CITY ENGINEE � RCE No . 24953 N N 2a "R c/o /odo -D �. / r4ct t 2�l.F a M . �� a ( ) p 8g ��,� y N H .►„� y o 8 DESIGN MADOLE a AS lEs INC. RECO ENDED p u .ti >ZtL R.CP /A00-p it OF 1'HE INLAND EMPIRE 2.-1 �• N�h - Cl/1116M 76,58 L,f i. 4 A ���•�L� �� O i• N O\ O N �..��. CONSULTINGCIVIL �1LA NF�RS ERS ' $ 0000-D) IN]7/ _ -- _ i2 l D DRAWN IM01 CHURCH STREET SUITE 107 SHEET N //I��Ti4CL 10. L r,4 ,eco(�7Z ,&. " Ell LAT . " A �' LAT . ',' C 'LAT • rr D rr ' ° M09 -X1111 >a1r�o -4 OF LATERAL E LATERAL " B " CHECKED _ RCE No !�� RAW I NG NO . � � L.4T�✓�L 'F a _ � _ /ry TE FILE No 15 �� 5-D PLAN AND PROF ILE OF MF 51) 6- 1 - 21 [0,27i PF : 1 269P6 227 16- Deo- 94 08:44 AN i 26 y2E;_ i CITY SHT . NO . ZS OF ��