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Home My WebLink About4401-3J to 0 0 C v U) C v a-+ Q) N U 0 co 0 I - z 0 i rn �3 v O 50.00 POR77ON OF 100.00' VC OF ESS 250.00' VC PVI STM=20+00.0 QR ION 0 r vI 0 IA 'PrO UV 100.00" vc C 'S :ii o q I ci F'VI ELEV=1738.11? G1=2.28X - SED EDGE I '� I �o'- I I i Pw ELEV=;'736.32 � I o � I cn lG2-3.17XMy m OF PA 4. AREI \! T ca o o i� t .�+.. ^ v r� � � • ,� � ^ o I I' ; i co w i c, � o NO. 78044 ._ , O I .. I' I M I V I I I O I cr, o O N EXP. 09/30/13 W I' , M '� $ � N + c� ® m m O o o O o fl o O n - - - O 4\! �i M � t � v i' � � r i ^% i� :``• v w Li 3 � •�' � - � i1 �'' p r- w•,� w � O 1� o + i, O f\ O N O d• '� - O �- Q I '' °p ~ / o -i. .!• 0 M o m S' CIM \Q` O o O O •j- Mj w w J O Q► +) I u �p i- I\ I\ _/ - w w N i a / t X I ZI I I V G C�KUUIvu / I, N cloy d o c�) I� Q of o 'riln �+ �i� I\iI + co Nice of nib + �it. 2281% o 0 1 ,: I\ td + + r'S + + + �+ O O I\ tr, ; ` 28% J /1 T f �0.0O PORRON 7 �- PROPOSED EDGE ---\ + ^ + ,� /� EXISTING. rz Z i�; + 1. i�j 1.. u, iij to o+ n / Q o � ,� _ - - - ' I 9 F OF CA��FRE IG STEREO ENGINEER R.C.E. 78044 DATE ^ I N �\ I Ir, , h� _ ,,, , o o ry - r - �-- _n �a�, i i i V I\ \ nF inn nn fir. OF PA V EAREN T w ^ �; w ,�� S URF A CE W cL o �; .� � � �.._- - _.:�_-��--_-�-,:_.,� � Z o f ` � \ I , ��~ �iDF LE•��,E o _ PROPOSED EDGE Z o I _ - PVI srA=2v+oo 00 T W a I\ Pw tLCvL1744.22 I \ AO-01�-�"°� OF IpA VEMENT _ o w)V_ _ / _-, I c1=2281 1740 LT 0 m M I �_ _�� J -� EXISTING GROUND �� I c2=3 s 715 o I ncn nna tin / D C> oo I ``' i o a• v o No N i �� A T it.EF`l' EP \_ PROPOSED EDGE i C = 3 w ± N Z ♦ �, 8 t PVI STA=14+50. G'0 / 100.00 VC , m O W N / Z o + N i j P O.POSEI) i 6 I PVI ELEv=1738.58 I I-- OF PA VEMEN T I P_VI STA=16+75.00 9 m U' > O ti -!• •► r, W N^ rr I I t•+I I O I 2 / _ o W `� a �- _ r lvian '3 ^' + M / / rVI tLE'd=f 736.80 + M m �I _> oI_ w •�� , Afif 1171^er,�'� 1�1 0� ,� �•fh I �I i �I 1720 Lr - W > o W O 6 IL / /6, \. ...� .� v o0 + �,'� / I•�I '� `� O w0 N W °��°�> .�.'ll°; �Io °-�°I� �. �I_ (/ m i AT C/L. 8 O► 0 .0 �I° `�I�: o of oG oI o .SI I o IQa ri rS (\ w o I\ + M o z O o o o O 04 n. > > (� > - 6 W W O , N G N G9 O OS �I� oI� QIP +I� �-I�-S 6166 o o m \ �' InIt s J o i�ica o I^ ol�. u�l o M ►�I� 0I°' �I°b o �.IR _e,r PROPOSED F1nIlSH O w w w ww tr 4J W �% $ .-., r v n p' ►' t-3 1'7 + MJ / m = �w t1 N w, t\ n �\! !�� O c_1 =.; w LO/� / n 2) vI i O O �C w QO C U^ Q / o / w W o �,� +� + +� +� +� + +� +� �• �URFACEATt�L +� �I �INIS �I^ I� +N I \wlw Z I ��-_I� I I I I i I �.�- Q t� �i I.,, a t\ In P en t\ 1 n co I\ o t\ J p p -i. f V '{• Ki i pO� P+ 1 n A' w A '1► w w w •e_ w w w e_ w /w A A w T 1 O + I w + `� �w C4 w I ems+ e^+. i' / / r- O .L t GOA IBJ w ^ '� a�=�� '= - ' • - -' r(lj��-� Z o o r, 5n 00 PrRnnn► O o w o �• �- Z o 1 OF 100.06 vc + o + I N / - •- J •_ � PROPOSED Flf1l1 SIS _J o a 00 I �R _...ate' P'vi r�'i=�v+ut'i.vv 0.04X > W i > N �` / i C%i I MC- A /%t- ii T /% li / I \ L. -% O 7 - m m / - - �-_1740 CIL FX1 �77t Ili (.2Rn«Nl -J I W .� .� I �, I �/" .. _ / - r� f'IPW ELF -V=7743.74 �v �- In d2lfv J w o �o d'txl`r IIFl - �- / A T LEFT EP I ^ o o I �± .� �, , -\ / '�; ��l cTlnlr. r.:Qr,�- ! In rn - - - - - f I c1 21 7w8z Q I_ PROPOSED FINISH -� R / lz Z o =� g. % avRr H �c ev 250.00' vc / / `. ....� .� W Cl rr��a ��c a -r• r� /i � w w _ tX%S rIIV(� CiI�UUNU �` '....v I ./ Z o �: NI OF' 11 ��IFF , I _ _ _ -- -I AT C./L A,- ., I LTJ N I\ / f'1? S!Fl-74•+�G.UU / ' 1 100.00 V(I a ^ y \ o a i I U-3 ! c nam PVI ELEV-1738.10 / / i t- ---i . I W ` ROP USM EDC►E O o o , , .. /•r 1 o I m ]�� Xr1 C i7 a /Cl /C f T -C •. i_ I -{- I M I 1 / I i _ J I a I °' �I°''� 05 �' '� S�JRI- A t,E / PVI ELE.V==1736.32 + M m 11720 CIL WVI , ��Iwi�I�r o a, - W si I d Ca mIN .�� . _ f - �, �I oIo I+i 0�� LEVEE - uli Iii I �I -�pI0 ci Q C\t _ C� ® m O O LYj ,- •�' o O O fl O O O � O N n V +I^ _� IW W _ _ O 1 0I� +I� 1 , -�I I� I� I I QI^ �I NIS o + ��, ol t �� / a o p �,, �� w J ,� �: �► U in �� • . a EXI STING GROUND _ Q °p o �i / oo rn o o v o ao + M, Q Y �a- d- inn o I\ N f\ o %v t\ o c6 N ccs o uj n. O co T. 2gg� •- •-� r fw I I .. . I Q 1�.IA �I / �-;_ i\I�; + +I�, +ice +I + +IMa �im I\i�J + I 2.� . T ,.,,,,,.T _ �- s\ + ^ a• tcj -t, O ic) 1. i� n. uj 1. iq cp -}- ♦ Qt• PROPOSED EDGE - + N + N 1 .- �. w w w �/ °�Iw - wl^ N ^ i r o�a +o .,..i,.. _.�._ I �iiw U o� /1C D A 1 /I�i /CAI T .� I� �n w w �yi / Z Z O In _ VI r n v L_ NI �I Y ! w w w M �1 J%d r� (� O +Ii ri MJ .� w ��••-`- . r • vro :�\ ! / 1► � •/ / _ \ `� . I� / o _ �-Ir _.-- PROPOSED EDc�E W o + / I " I `' �'� / Ute" OF PA VEMEN r _ o �I � C w - 1740 RT EXISTING GRC.�UIV'D -� I I M��-, = W a I fl ►= xl SnNir i/ EXIS i�1NG GROUND 'ICEPROPOSED EDGE AT CIL °; m a I � + I � � % � o o N I � $3� � SURFACE --N /' " / - -' ,� AT RIGHT EP / �� . , .�..,.-. , -r OW Noi ' Z'p +N �� ()F LEVEE rZA10 JI•1vU Ur r,H vi_Iwt_ly 1 °p I> o o ± A W a N / / --SURF A CE / - � o %` / OF" LEVEE �Ib O W + i- / ��J/ // V / 1720 RT a W 6 � ZZ ro to RXISTIN(� GROLtAID-1 +I AT RIGHT EP i •:• - PROFILE SCALES CAIa 1rrvv L7r'VUUivu� ;q i' Rig ,N �' F"P HORIZ.: 1 �=40' VERT.: 1 =4' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 --- -- -- - --c,� _ _ - - --- - -- - - -- - - --- - - - -'-- - _--- --- U I ON SHEET 2 ----_- -- --- -- _ -- -- -- _ _ EXIST..FLOOD CONTROL L _-- _ __- t �14+37.44 L E CREEK NORTH ROAD -ClC`L INT.... 11+04.69 48Lill !IXND �RCP` �� -_ 5 - 4 - - r-- 29. x 4 - - -. - ��C\: I ' 13+66.0 LYTLE CREEK NORTH ROAD. CIL INT• __ - _w - - �-----_----_--- _---.- �:_-�--17 _ _ . - _ _ - SA WCU T/REMOVE EXISTING FL 1.1+82.3 LEVEE C L `�. -EXIST. CONTROL R/W_ + - ter..-- ..._... _ •. _ _ __ - _ _: - _ - ---- .. 16.91 � =_-- ________ 7 31.11 ` - `(1740) 1-4 -`- - - - - -'`-� T36.-79- - - T FLOOD CO , � . - � � .:�, -��' ...; . � -f °3-`�.- -:' Y34: 33 -Fs ,_ - ., _ _ - _ _ _- - - - --- - - O A. C. PA VEMEN T (/ 1r ,- ` .> i .moi t--. _ -. PROPOSED VERIZON FO - - -�. - - _ `�1 5)- F5 - - - -- CONSTRUCTED BY DAYLIGHT _ .�,} F1 1.1 73 - FL - - - �,r. - T' -ter.' . - _. \ _ _ _ _ _ �l.i'� - ' - lam- _ R`�'>> -r yn�r`� - - - ',...,�..�y.-ti• t •1<t i••rl,.-`• t `-_ i�.i��. = r .)_r, Y .t-••-_: 7_". _ _ 35. U4 - , ! Bl,.i DUNCAN CANYON ROAD (BY OTHERS) _ LINE --\ - i .Ty� - . Y,�, Y-�. - ,, - :=- --------� O _ _ .. -- - r�r : ,r - - 40.96 ca - _ ^--- ----i _ -Inner_ Y;� t -a- 38.67 43.35 u - U ;. ,,_,_ - � . ,.. ="AFL =� ,.:_.• .=.. _ .�, .> T INE •Z-• � �-. ,� AYLIGH L A - �Q* NTERCH NGE PROJECT o - , '�; - � J: •. t -- �.< FL r v= ,1'. '-.}- -"i ` - -fir - � o o O art. ter`. �.T •� :'� ��, Y• r%l '1=, - " . ,t- tip: ti - � / \ _ \ o PROP. R w - O 1 /4 TON RIPRAP �� 4 37.07 36.91 3,6.98 39.17 41.46 4 .66 \ EP' 14 PROP. EP \ I� PROP. 48" RCP EP C EP o N j EP EP �• EP EP 44 33 • 11+00 � 12+00 1�+_ o ;� c� +o0 15+00 16+00 "� 17+DO 18+00 1 :19+00 D Q W LIGHT CLASS (MIN.) RIPRAP \ y PROPOSED WATER �` A 10\3�; $5 \\ �` \ PROP. CIL 36.91 ` 36.98 39.17 �! 41.46 42.66 X43.85 \. (BY OTHERS) EP �, 8 :x,35.0 - - - -- - - -- -- -- -- --- -- -- - \ _ - - -- ,�__�� -- - E -PROP. EP N - -- I' EP --- -- -- - E --- -- -- -- -- -EP -- EP -- cmc w- mow- w -----w -w,- w- w w - -w- \w-- ;� �� - -W� - w --=--w -� w - w w w w ww �w lb Z W -=- _ �.7", �,`! 77 X35 9� 37.07 1 2:1 O \, FG EP (6Y IGHT LINE5.40 \ \ _ % o PROP. R/W , BC V _ 19+52.71 -UTURE CALTRANS R/W Q 13+85.88 `•. \ \ � \� \ 9 EP \ <<9 FF pF � � � � � � JC ..� 0� ~� BEGIN LEVEE O PA VEMEN TRANSITION ;� \ < JOIN DUNCAN CANYON ROAD \ �J EXIST. LE EE s 4 FP ✓O N INTERCHANGE PROJECT GRADING /N --/>> TO�y S \ \ , TO BE PR TECTED o i ih r _ R X/ST 7�- - ��j . A PN 226 - IN 072'-031' PLACE y 1h ��•� _ /P,RAP' 4 - / i APN 2 6-0.72-3 / ��•��_ - sr cE�E - _ - _ I t \ \ \ CONSTRUCTED BY `, \ o \ ` DUNCAN CANYON ROAD i - _ -_ r� �' ON �SHEET�1= _ - - \ GRAPHIC SCALE 80 INTERCHANGE PROJECT / - _ �< 40 0 20 40 0 ROAD TLE \ • � � `., - :,; �� I : - -' -; - _-� _ ,!� - --_- - _ _ CURVE/LINE DATA Nra=tAjrujmOF SAN COUNTY, BEING 8O REMOVE PORTION OF EXISTING FENCE N NORTH 0=247 WEST. 14 CONSTRUCT LIGHT CLASS (MIN.) RIPRAP PER DETAIL 3 ON SHEET 2. N 1 BENCH MARK REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA cv DESC MM BY METROPOLITAN WATER DISTRICT SO. Q O 0REVISED LYTLE CREEK ROAD ALIGNMENT AND PROFILE, ADDED 06/12 DN NC 06/12 QROF ESS/ON N CALIFORNIA1992 RANCHO CUCAMONGA, NEAR THE �O J H q A E 141�CASC INTERSECTION OF SUIuMAIT AVE. AND CHERRY AVE. AT THE PROPOSED FIBER OP11C AND WATER UT1LI11ES, REVISED SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT `�� J� Cs� C O NSU L T I N G STREET IMPROVEMENT PLANS SOUITHWEST CORNER OF CHERRY AVE. AIS SUIMMtT AVE 101 0 DRAWN BY: SCALE: FEET WEST OF THE OF CHERRY AVE. AND 37 CURVE/LINE DATA TABLE. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �,, a m 937 SOUTH VIA LATA, SUITE 500 INTERIM LY1LE CREEK NORTH ROAD GS AS SHOWN ABOVE HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER N o. 42280 C 0 L TO N , C A 92324 STA. 10+40.00 TO STAN 20+00.00 � SOUTH OF THE OF SUMMIT AVE SET FLUSH DIAL TWO WORKING DESIGNED BY: DATE: -� ON Thi NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 03/31/10 PH. 909 783-0101; FAX 909 783-0108 0S JUNE, 2008 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. YOU DIG YOU DIG PREPARED BY: STEVE J. HOSFORD R.C.E. N0. 42280 o O�FOOTSS �SOUTHD� �� FACE. A STANDARD MWDSC 3 INCH TOLL FREE 1-$QQ-227-2gQQ 3lgTF CNIL O�\P CHECKED BY: APPROVED BY: DRAWING NO.: 3 EXP. DATE: 3/31 / 10 OF CA0 o �� _ r8•r� �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE: SJH CITY ENGINEER R.C.E. 51152 DATE: 4401 6 J DELTA/BEARING RADIUS LEN./DIST. TANGENT A 40-21'46" 120.00' 84.54' 44.11 ' _ NOT USED - - - C CO TRUCT 0.38 A.C. PAVEMENT OVER 0.50 CLASS 2 AGGREGATE BASEO9 - 925.02' - CONSTRUCT 20 -FT DOUBLE DRIVE GATE PER SBCFCD SPEC. DWG. 1 2.6 BASS OF BEARINGS ARE BASED ON THE WESTERLY LINE OF E OF LEGAL DESCRIPTION- 0 O NOT USED F CONSTRUCT �� RCP O 48 ST QUARTER OF SECTION 23, TOWNSHIP 1 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP EE SIG ING AND STRIPING PLAN 11 CONSTRUCT CONCRETE V -DITCH PER DETAIL 1 ON SHEET 2 NORTH, RANGE 6 WEST, SAN BERNARDINO ME MIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. 4O SAWCUT AND REMOVE EXISTING A. C. PAVEMENT c AS SHOWN ON MAP OF TRACT NO.13750, 12 CONSTRUCT 114 TON RIPRAP PER DETAIL 2 ON SHEET 2 >1 .n FLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY O EXISTING POWER POLE TO BE RELOCATED BY OTHERS 13 O GROUT RIPRAP AROUND 48" RCP MIN 5' ON ALL SIDES AND MIN 18" PENETRATION). ( ) E Nra=tAjrujmOF SAN COUNTY, BEING 8O REMOVE PORTION OF EXISTING FENCE N NORTH 0=247 WEST. 14 CONSTRUCT LIGHT CLASS (MIN.) RIPRAP PER DETAIL 3 ON SHEET 2. N 1 BENCH MARK REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA cv DESC MM BY METROPOLITAN WATER DISTRICT SO. Q O 0REVISED LYTLE CREEK ROAD ALIGNMENT AND PROFILE, ADDED 06/12 DN NC 06/12 QROF ESS/ON N CALIFORNIA1992 RANCHO CUCAMONGA, NEAR THE �O J H q A E 141�CASC INTERSECTION OF SUIuMAIT AVE. AND CHERRY AVE. AT THE PROPOSED FIBER OP11C AND WATER UT1LI11ES, REVISED SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT `�� J� Cs� C O NSU L T I N G STREET IMPROVEMENT PLANS SOUITHWEST CORNER OF CHERRY AVE. AIS SUIMMtT AVE 101 0 DRAWN BY: SCALE: FEET WEST OF THE OF CHERRY AVE. AND 37 CURVE/LINE DATA TABLE. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �,, a m 937 SOUTH VIA LATA, SUITE 500 INTERIM LY1LE CREEK NORTH ROAD GS AS SHOWN ABOVE HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER N o. 42280 C 0 L TO N , C A 92324 STA. 10+40.00 TO STAN 20+00.00 � SOUTH OF THE OF SUMMIT AVE SET FLUSH DIAL TWO WORKING DESIGNED BY: DATE: -� ON Thi NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 03/31/10 PH. 909 783-0101; FAX 909 783-0108 0S JUNE, 2008 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. YOU DIG YOU DIG PREPARED BY: STEVE J. HOSFORD R.C.E. N0. 42280 o O�FOOTSS �SOUTHD� �� FACE. A STANDARD MWDSC 3 INCH TOLL FREE 1-$QQ-227-2gQQ 3lgTF CNIL O�\P CHECKED BY: APPROVED BY: DRAWING NO.: 3 EXP. DATE: 3/31 / 10 OF CA0 o �� _ r8•r� �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE: SJH CITY ENGINEER R.C.E. 51152 DATE: 4401 6 J DELTA/BEARING RADIUS LEN./DIST. TANGENT A 40-21'46" 120.00' 84.54' 44.11 ' B NOT USED - - - C N54 -12'23"E - 925.02' - 1 2.6 E 78'50'26" 25.00' 34.40' 20.55' F 110'43'51 " 1 25.00' 1 48.32' 36.19' Nra=tAjrujmOF SAN COUNTY, BEING 8O REMOVE PORTION OF EXISTING FENCE N NORTH 0=247 WEST. 14 CONSTRUCT LIGHT CLASS (MIN.) RIPRAP PER DETAIL 3 ON SHEET 2. N 1 BENCH MARK REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA cv DESC MM BY METROPOLITAN WATER DISTRICT SO. Q O 0REVISED LYTLE CREEK ROAD ALIGNMENT AND PROFILE, ADDED 06/12 DN NC 06/12 QROF ESS/ON N CALIFORNIA1992 RANCHO CUCAMONGA, NEAR THE �O J H q A E 141�CASC INTERSECTION OF SUIuMAIT AVE. AND CHERRY AVE. AT THE PROPOSED FIBER OP11C AND WATER UT1LI11ES, REVISED SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT `�� J� Cs� C O NSU L T I N G STREET IMPROVEMENT PLANS SOUITHWEST CORNER OF CHERRY AVE. AIS SUIMMtT AVE 101 0 DRAWN BY: SCALE: FEET WEST OF THE OF CHERRY AVE. AND 37 CURVE/LINE DATA TABLE. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �,, a m 937 SOUTH VIA LATA, SUITE 500 INTERIM LY1LE CREEK NORTH ROAD GS AS SHOWN ABOVE HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER N o. 42280 C 0 L TO N , C A 92324 STA. 10+40.00 TO STAN 20+00.00 � SOUTH OF THE OF SUMMIT AVE SET FLUSH DIAL TWO WORKING DESIGNED BY: DATE: -� ON Thi NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 03/31/10 PH. 909 783-0101; FAX 909 783-0108 0S JUNE, 2008 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. YOU DIG YOU DIG PREPARED BY: STEVE J. HOSFORD R.C.E. N0. 42280 o O�FOOTSS �SOUTHD� �� FACE. A STANDARD MWDSC 3 INCH TOLL FREE 1-$QQ-227-2gQQ 3lgTF CNIL O�\P CHECKED BY: APPROVED BY: DRAWING NO.: 3 EXP. DATE: 3/31 / 10 OF CA0 o �� _ r8•r� �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE: SJH CITY ENGINEER R.C.E. 51152 DATE: 4401 6 J