Loading...
HomeMy WebLinkAbout3389-5CU MENOMONEE MENEM 0 MENEM ■ CURVE ANGLE LENGTH RADIUS TANGENT A 1514'21" 42.56' 160.00' 21.40' B 14'05'36" 39.36' 160.00' 19.78' Q 180'00'00" 6.28' 2.00' - NO CD 00 Lai t1) M I _ co M p0 L=4266' OC T 40.97' o :e MENEM rRE MEN MEMEME MENEM 559+00 560+00 FUTURE STREET IMPROVEMENT PLANS PER DWG NO. 3211 PROPOSED SEWER IMPROVEMENT PLANS PER DWG NO. 3390 FUTURE SEWER IMPROVEMENT PLANS PER DWG NO. 3212 EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG NO, 3513 PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3391 FUTURE STORM DRAIN IMPROVEMENT PLANS PER DWG NO. 3213 PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS 1 PER DWG NO. 3394 REFLECTIVE PADD TO BE REMOVED \ EXIST SD PER DWG REFLECTIVE P DLE �N03513TOBE TO BER O Tw REMO.7 O -1-I 11 -BIW -_`_C5 ��� .o a - - ---ca �+ ---tn +-M_21 6- 6 o tO Aa_to - -CS J In la CL st - - Q ; g-n,�� 1' 1.27 F L. l 1. C' Wall- 7 - -_ J \- _ -- 0 1L Ll18 _156200 N M CV p o j�- / 0 EXIST. MHS 6 �o - 01 C ;! -100'j&_FEE­RIQHYOVWAy U '` 36 ' /11569:00y TP) / EXIST 144" MWD PIPELINE / CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 1514'21" 42.56' 160.00' 21.40' B 14'05'36" 39.36' 160.00' 19.78' Q 180'00'00" 6.28' 2.00' - ALL STRUCTURAL CONCRETE TO BE USED WITHIN METRO. WATER DISTRICT RIGHT-OF-WAY SHALL BE 4,00 PSI WITH `A' GRADATION IN ALL INVERTS AND 4,000 PSI WITH `B' GRADATION IN ALL WALLS. CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTOM CONTROL, SPLASH PADS AND OTHER PROPOSED STRUCTURES SHALL BE 560B OR C3250. CONCRETE SHALL BE PER SECTION 201-1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GREENBOOK. 561+00. 562+00 o OCD T �� N -co �- n SED TO P9_+_ UR �j co a7�----- 1:1 - � AMNON MEMER L 1 :91�� 563+00 OF 1589.9;4 L/4 I L/4 I �/4 r11- 00 ro i0 In to In cinL PI=H l -Z m XI IN GROUN7D c) o w o T-N-� CU ' a a o o 001 I . - oo i M I O O N N M + C to C7 p to O .- CV to N �! M � rn to Lh to m Co to M Co to i 5 •--� + Jp QQ LO U tD > C" ^ r 4. � � � � ,�n E+� ��ooll toy, Lo 0.79% G try z In .� - - 7- - 0.79% - = 1 1.5 U U j I- OQ In O O 00 1 p Cir e% .-- O .•- J M m tot'J + CV to O .- _ U + to W d- � + - No ito LO I 1,00.00' V co m Go o"ll PROPO ED TOPI OF Irfi5I 1(11181-6pTO I I OF ll rri CJS LO i� < LL M I M�� M Cf En _IO H two Lr i[1 N JScOD•� +.. o _ �� v to L/4 L 14 l 4 1 x/41 L/ 1.877, FINISH CID Al '. Lp li T , N=3.96Vo �I C3 d: C7, -..�,-iii 2. r - 1L1 rn to T_ 1590 IM 1590 IM 564+00 + + +00 6z+00 CONSTRUCTION NOTES LYTLE CREEK ROAD Q CONST. 7" A.C. ON 12" COMPACTED NATIVE PER SOILS REPORT. (SECONDARY)CONST. 8" CURB & GUTTER PER CITY STD. DETAIL 1003. / DIRT 1596. � � " SEE SST 8 I 5O CONST. 6 AC ON NATIVE COMPACTED TO 95% (MIS(. AC PAVING) /y ZI d56' I Kew 1"G"�O414* (c,-MWC © INSTALL REMOVABLE BOLLARD X 1594.6 595 .%L I / O ' / J 7 SAWCUT & REMOVE EXISTING A.C. PAVEMENT / ,/� \\\ APR / 091-wx X CB 22 � I 8 REMOVE EXISTING POWERPOLE BY SCE EXIST 144" MWD // // /226- 081- 82 // A,P.N.6- 081- 61 �6-091-63S/OIJTHEI� CALIQRNi I �I y�1� / I 566+49.81 SU MFT-A"VE W 11 INSTALL STREET LIGHT 22,000 LUMEN. BY OTHERS / GAS OMPANY ( ) PIPELINE INTEX PROPERTIES I 22 60+61.12 SUMMIT AVE E O / INTEX PROPERTIES � INTEX PROP-ERTIES � I �� 1573.46 TP INLAND EMPIRE, L.P. / INLAND EMPIRE, LP. INLAND EMPIRE, LP. I / I \I I =214+56.11 LYTLE CREEK D. 12 REMOVE EXISTING FENCE EXIST 12 'I I I / 4r6 1 13 SAWCUT AND REMOVE EXISTING CHANNEL EXISTING HPG SIGN � � GAS � 159 � O 100 MWD FEE RIGH OF Y, . _ - - I SOUTHERN CALIFORNIA EDISON EASEMENT I l SOUTHERN CALIFORNIA EDISON EASEMENT TO BE }ZEMOVED I \moi �, I I I 112 Q " SIGN / / / I JUJ.Y 1 / 1590.4 (STING SIGN M� I I I I I G CONST. 8 CURB ONLY PER CITY STD. DETAIL 1003. ZEMOVED / I \ X 1589.7 I13 TO. bE REMOVED i� I M a x / Ge I W I 31 Q 16 CONST. MEDIAN TAPER PER APWA STD. PLAN 140-2 L=120' "W'= 10' PER DETAIL ON SHT 2 i REMO t �F OF EXISTING CRETE CHANNEL AND ACKFILL PER SPECIFICATIONS (STING 15 Iw C' /� ^ I 30 �' O ' EXIST. MH STING SIGN \ EXISTING SIGN FCDNS ?RM I I o � 1 � � � I rn�, \ � � 18 PROTECT EXIST 2" WATERLINE CCMWCR T1VE PADDLE 8 TO B�REWOVED / 1 REFLECTIVE PADDLE TO BE REMOVED 36 N ESMT 8 \� � m m --- O ( ) i / /NK TOE REMOVED /\ TO BE REMOVED 8 \ o °-�� I m�o ` o �w 19 0 G PER CITY STD 130. / n _ ADJUST VALVE T RADE 36 / �i ) w� N �� -+ w-� 1 �m-\ $ ----- -- rn� --- - 20 X.89.7 ao 20 -- ♦- -to J ° .- �- U �o -�-I moult ;------------ o + •- + oo Q 20 INSTALL KING K199E CALIF. LUMINAIRE TYPE K199-EAR-11-150-HPS-120-K16-PBC (H=14.5') BY OTHERS O CO / N •- \ CO \ • CO o / .to 1 I .vl I II r Z W(�33�) o / T INTERCONNECT PER , rn co w ao O f- co w CR }} m� 22 ca •W- m W ° 1 co U 3 CO wm� o - DWG 394 o ` tri oX 158 ai ~ 6 FOOT p: o �; = I + ,� �.o �' a� a - O " " «" w N M �. o /^ to Q, -� 24 Q, �. o o c� ; J Q 33 + �' 32 �(IS NGS SIGN ' 21 INSTALL SLEEVING, 1-6 & 2-4 , PER CITY STD LANDSCAPE No. 518 (CHISEL I ON ALL CURBS) / o+ J585 X 158�.�' �' �±o / �± N 6 c i w EXITS :,5! mob, r �'�o J 6 v sn 12 _ �•3 ` / I TO �E R CASED Z o \ 0 - / co z ca PROPOSED RCB SD co a / J co �, SGV 111�TER . - co Z a- �� 2:1 - / I I i m ¢ _ X APER DWG X3391 "' 3� to U N t- G - tr' Q ` a- 3 `� t" i IX I $ I$ NG POLE O 2© REMOVE EXIST STORM DRAIN SYSTEM E R BY OTHER 59 34 T �, + " „ --- -,- - - -- - =. 1 3. ; TC > CONST 4 THICK PCC SIDEWALK PER CITY STD PLAN NO 1015 (WIDTH PER PLAN) I _- I , 24 WI N - ----- I - - -CM 1118 92 93 , �' - _- 158 • 22 v 15g 22 2 12 ' (� 26 ADJUST MANHOLE TO FINAL GRADE PER CITY STD 109. i 300.06 _ is s }, 15a4.1- i - - - - , 26 - J-- - - - 2 - - - --.�il�- - - - X9:85-k� - - 2 I` JOC4R CTl1l PADDLE 1 2 1 ' '' - = u:� ' 5 30 CONST. LOCAL DEPRESSION PER APWA STD 313-1, CASE PER PLAN PER DETYAIL ON SHT 3 1584.04 ? 2 - 1 17 2 TO BE EMOVED 14 / 15 74 TCI ' - O rte. n U -y- _ CONST. CURB OPENING CATCH BASIN PER APWA STD 300-2 PER DETAIL ON SHT 9 115WIt FI -- 7 ` ;� X561+oD.., \ - 30 :06' \5�� \`\�� , \ ^ „ ,� , i 1+oo� �`� `� `� 5ss+oo- 2p s1+oo s2 0� 32 RELOCATE EXIST SIGN ' -- '` _ - -_ - \ `7 - -\ .1593.00 TC - - O 1y89.*_P7 5� B� \ 14 " EXISTING SOP S GN 32 = o. 33 INSTALL BARBED WIRE FENCE PER CALTRANS STD A86 PER DETAIL ON SHEET 8 1590:04 FL I / �s8 \ TO BE RELOCATED P W O '1585.59 IC 178.9 - _ - _ ' - �� L - _ - - = Z 36 CONST COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD 102C. 158492 FL 1588.36 TC . 18 F '" TRAFFIC P NS - 5 ' N �' NES' T // 38 - 1587:69 FL A EXIST 2" / �I co /� 19 38 / I J I ' - 37 EXIST TELEPHONE POLE TO BE REMOVED BY OTHERS CRAWFORD CYN - , - _ / ,' 1 ,- _ * 159218 TC I 15 0 TC_ 32 - G -T7 WATER LINE - / 1� _ - - _ - - 1 93. 3 FL' 38 AT�9LINF- C-CJVI W -� - - - - - - - - ' --- /- - -- 1591.54 FL % V CONST 0.10' AC OVERLAY F,C/STIAIG Zrr W - - - - - x -=� ; \ , SAWGUT �- LEGEND EXIST CURB AND -GUTTER W; U fir; . u _ �Q SG�IM _ _ ,'R W 'w � ,\ Q L� oo ! U / a- ^ I �`�'' \ _ HP HIGH POINT S SEWER -- w / PER PLAN 2779 m ��c00 / w w ��m �o �� _ ^ oN'o,��. 4'\ / - i C-41 I I /+� a"'o� w �_ - z _ r- % � 2' 1I (Do m 00 J m/ d; co z o / --- c� �'1 cn`I- /� v .N o ,,, m TC TOP OF CURB ELEVATION SD STORM DRAIN /Q O o I - / to N tr- �� tr) / trf a tr 01 Q O / O = rn 1 i toC-4r7 1 O o o �i r` t- - •- rn m / i -�' -� -i \ I �+ c� a. C,4 \ G GAS CRAW -00 R d���y�� M t7f � X W U ~" vCyl Cfrrw� �v� MMAL O 00 �h -}- W r07 / / Nj COIL , , _So -IZ Z -- ..,.. in + ,,, + u, w / - +� , . ,� cncv,�, / N t-� _ U ob o.. 11 U - M ,^� FS FINISHED SURFACE ELEVATION o ao` ca oto �1 N w G� v / t� _ m woo I w - ` ad / WATER CO. UWE CIMISSING AT M _catt .� co N / 1- �, oo N F- Vhf I�oe�V o c�' + F- z L + t- z I I M M - FL FLOW UNE ELEVATION W WATER + t%j LLj / L Y 1 LE v1�Gi1� AM MW AVE t17 U to O 1_ / F_,16 M N O to O� tWT3 / / N Q O �o I ' U Co W 00 O CY- C) w w / cox m w rn ton w a w / / t`on w n o U I i I MO MH MANHOLE n 0 o TO PROTECTED to w `c#'i Gov,+� o tcon wo / oMo W V ¢ Z, LV �� II .� �, ,i 37 + GB GRADE BREAK / o � oto / / / Z I H oIll LLJEn W \�I� I. ` I 0 1 �) $ � � OC ON CURB TP TOP OF PIPE / EXIST 41" WATER ' `" CD C / 1 / 16 J o 0 o I I'r r I I I L ( PP POWER POLE X 1587.3 TRACT = W I I BC BEGIN CURVE : I I_ o PBPOLE PAC BELL TELEPHONE POLE / I I I + ,� 1 I EC END OF CURVE 250 SO T(JERN CALIFORNIA EDISON EASEMENT / 100 GAS EASEM / 1 �J `t 1 - 1 I 3 X 1589.7 II ASFH ' WARMNG: 2- �- /1- `D I. 1 I PRC POINT OF REVERSE CURVE T VERIZON N " /�INS\ Q \ II 34 3! I 18 -�� PCC POINT OF COMPOUND CURVE CL CENTERLINE s / EXIST 36 GAS / / / / DMtCM-EXT DENSE 22 I / x / J,14�! l BVC BEGIN VERTICAL CURVE o BRUSH 1 dQ I I I XXX EXISTING SPOT ELEVATION EVC END OF VERTICAL CURVE { LYTLE CREEK ROAD MVC MIDDLE OF VERTICAL CURVE SHEET MATCH UNE N -61 (COLLECTOR) TCE TEMPORARY CONSTRUCTION EASEMENT --- TRACT BOUNDARY /PROPERTY LINE Cr (� SEE SE'EET B 1 "= 4040 0 40 80 DRC DRC STORM DRAIN AC PAVEMENT REMOVAL -2 a RL`io, `D DgAWIN& scale feet'\\ - o� ® ReC.o�c� Drat,.ltrJ Gc MVN G WATEg- yNl: I o(o �� 3• �3. CITY OF FONTANA, CALIFORNIA o L SHOULD CONSTRUCTION OF THE REQUIRED �a QRIJFESS,ON remainInc. N IMPROVEMENTS NOT COMMENCE WITHIN TWO ��o o s c li q� ) STREET WROV PLAN & PROF YEARS 0 F THE DATE 0 F APPROVAL SHOWN HEREON°o o�Civil Engineering - Planning - Surveying - Public Works DRAWN BY: SCALE: W W m 9130 Anaheim PI. Ste. 120• Rancho Cucamon a CA 91730.909-484-9090__ MPKNREF SUMMIT AVENUE 1 "=40' N AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 37167 r 9cc .* Exp. 06/30/06 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: STA. &%+00.00,,M, STA. 62+00.00 DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE s� o ` \P _ MPKNREF FROM 57 ' E/0 BOULDER yVAY TO 38' E/O LYTLE CREEK RD JULY 2004 E -� REV. PLANS TO BRING THEM INTO CONFORMANCE WITH q�oF ivi`\�o�� 7-/6.O 5( CHECKED BY: - APP er: Z CA DWG. N 0.: 5 C71 C D. TODD SCHMIEDER R.C.E. 37167 DATE: - DATE: �� RLB � 3 REVISION DESCRIPTION DATE Ell CITY DATE STANDARDS IN EFFECT. 33890 CITY IMINEER R.C.E. 101 DO W m OO NO CD 00 Lai t1) M I _ co M p0 L=4266' OC T 40.97' o 563+00 OF 1589.9;4 L/4 I L/4 I �/4 r11- 00 ro i0 In to In cinL PI=H l -Z m XI IN GROUN7D c) o w o T-N-� CU ' a a o o 001 I . - oo i M I O O N N M + C to C7 p to O .- CV to N �! M � rn to Lh to m Co to M Co to i 5 •--� + Jp QQ LO U tD > C" ^ r 4. � � � � ,�n E+� ��ooll toy, Lo 0.79% G try z In .� - - 7- - 0.79% - = 1 1.5 U U j I- OQ In O O 00 1 p Cir e% .-- O .•- J M m tot'J + CV to O .- _ U + to W d- � + - No ito LO I 1,00.00' V co m Go o"ll PROPO ED TOPI OF Irfi5I 1(11181-6pTO I I OF ll rri CJS LO i� < LL M I M�� M Cf En _IO H two Lr i[1 N JScOD•� +.. o _ �� v to L/4 L 14 l 4 1 x/41 L/ 1.877, FINISH CID Al '. Lp li T , N=3.96Vo �I C3 d: C7, -..�,-iii 2. r - 1L1 rn to T_ 1590 IM 1590 IM 564+00 + + +00 6z+00 CONSTRUCTION NOTES LYTLE CREEK ROAD Q CONST. 7" A.C. ON 12" COMPACTED NATIVE PER SOILS REPORT. (SECONDARY)CONST. 8" CURB & GUTTER PER CITY STD. DETAIL 1003. / DIRT 1596. � � " SEE SST 8 I 5O CONST. 6 AC ON NATIVE COMPACTED TO 95% (MIS(. AC PAVING) /y ZI d56' I Kew 1"G"�O414* (c,-MWC © INSTALL REMOVABLE BOLLARD X 1594.6 595 .%L I / O ' / J 7 SAWCUT & REMOVE EXISTING A.C. PAVEMENT / ,/� \\\ APR / 091-wx X CB 22 � I 8 REMOVE EXISTING POWERPOLE BY SCE EXIST 144" MWD // // /226- 081- 82 // A,P.N.6- 081- 61 �6-091-63S/OIJTHEI� CALIQRNi I �I y�1� / I 566+49.81 SU MFT-A"VE W 11 INSTALL STREET LIGHT 22,000 LUMEN. BY OTHERS / GAS OMPANY ( ) PIPELINE INTEX PROPERTIES I 22 60+61.12 SUMMIT AVE E O / INTEX PROPERTIES � INTEX PROP-ERTIES � I �� 1573.46 TP INLAND EMPIRE, L.P. / INLAND EMPIRE, LP. INLAND EMPIRE, LP. I / I \I I =214+56.11 LYTLE CREEK D. 12 REMOVE EXISTING FENCE EXIST 12 'I I I / 4r6 1 13 SAWCUT AND REMOVE EXISTING CHANNEL EXISTING HPG SIGN � � GAS � 159 � O 100 MWD FEE RIGH OF Y, . _ - - I SOUTHERN CALIFORNIA EDISON EASEMENT I l SOUTHERN CALIFORNIA EDISON EASEMENT TO BE }ZEMOVED I \moi �, I I I 112 Q " SIGN / / / I JUJ.Y 1 / 1590.4 (STING SIGN M� I I I I I G CONST. 8 CURB ONLY PER CITY STD. DETAIL 1003. ZEMOVED / I \ X 1589.7 I13 TO. bE REMOVED i� I M a x / Ge I W I 31 Q 16 CONST. MEDIAN TAPER PER APWA STD. PLAN 140-2 L=120' "W'= 10' PER DETAIL ON SHT 2 i REMO t �F OF EXISTING CRETE CHANNEL AND ACKFILL PER SPECIFICATIONS (STING 15 Iw C' /� ^ I 30 �' O ' EXIST. MH STING SIGN \ EXISTING SIGN FCDNS ?RM I I o � 1 � � � I rn�, \ � � 18 PROTECT EXIST 2" WATERLINE CCMWCR T1VE PADDLE 8 TO B�REWOVED / 1 REFLECTIVE PADDLE TO BE REMOVED 36 N ESMT 8 \� � m m --- O ( ) i / /NK TOE REMOVED /\ TO BE REMOVED 8 \ o °-�� I m�o ` o �w 19 0 G PER CITY STD 130. / n _ ADJUST VALVE T RADE 36 / �i ) w� N �� -+ w-� 1 �m-\ $ ----- -- rn� --- - 20 X.89.7 ao 20 -- ♦- -to J ° .- �- U �o -�-I moult ;------------ o + •- + oo Q 20 INSTALL KING K199E CALIF. LUMINAIRE TYPE K199-EAR-11-150-HPS-120-K16-PBC (H=14.5') BY OTHERS O CO / N •- \ CO \ • CO o / .to 1 I .vl I II r Z W(�33�) o / T INTERCONNECT PER , rn co w ao O f- co w CR }} m� 22 ca •W- m W ° 1 co U 3 CO wm� o - DWG 394 o ` tri oX 158 ai ~ 6 FOOT p: o �; = I + ,� �.o �' a� a - O " " «" w N M �. o /^ to Q, -� 24 Q, �. o o c� ; J Q 33 + �' 32 �(IS NGS SIGN ' 21 INSTALL SLEEVING, 1-6 & 2-4 , PER CITY STD LANDSCAPE No. 518 (CHISEL I ON ALL CURBS) / o+ J585 X 158�.�' �' �±o / �± N 6 c i w EXITS :,5! mob, r �'�o J 6 v sn 12 _ �•3 ` / I TO �E R CASED Z o \ 0 - / co z ca PROPOSED RCB SD co a / J co �, SGV 111�TER . - co Z a- �� 2:1 - / I I i m ¢ _ X APER DWG X3391 "' 3� to U N t- G - tr' Q ` a- 3 `� t" i IX I $ I$ NG POLE O 2© REMOVE EXIST STORM DRAIN SYSTEM E R BY OTHER 59 34 T �, + " „ --- -,- - - -- - =. 1 3. ; TC > CONST 4 THICK PCC SIDEWALK PER CITY STD PLAN NO 1015 (WIDTH PER PLAN) I _- I , 24 WI N - ----- I - - -CM 1118 92 93 , �' - _- 158 • 22 v 15g 22 2 12 ' (� 26 ADJUST MANHOLE TO FINAL GRADE PER CITY STD 109. i 300.06 _ is s }, 15a4.1- i - - - - , 26 - J-- - - - 2 - - - --.�il�- - - - X9:85-k� - - 2 I` JOC4R CTl1l PADDLE 1 2 1 ' '' - = u:� ' 5 30 CONST. LOCAL DEPRESSION PER APWA STD 313-1, CASE PER PLAN PER DETYAIL ON SHT 3 1584.04 ? 2 - 1 17 2 TO BE EMOVED 14 / 15 74 TCI ' - O rte. n U -y- _ CONST. CURB OPENING CATCH BASIN PER APWA STD 300-2 PER DETAIL ON SHT 9 115WIt FI -- 7 ` ;� X561+oD.., \ - 30 :06' \5�� \`\�� , \ ^ „ ,� , i 1+oo� �`� `� `� 5ss+oo- 2p s1+oo s2 0� 32 RELOCATE EXIST SIGN ' -- '` _ - -_ - \ `7 - -\ .1593.00 TC - - O 1y89.*_P7 5� B� \ 14 " EXISTING SOP S GN 32 = o. 33 INSTALL BARBED WIRE FENCE PER CALTRANS STD A86 PER DETAIL ON SHEET 8 1590:04 FL I / �s8 \ TO BE RELOCATED P W O '1585.59 IC 178.9 - _ - _ ' - �� L - _ - - = Z 36 CONST COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD 102C. 158492 FL 1588.36 TC . 18 F '" TRAFFIC P NS - 5 ' N �' NES' T // 38 - 1587:69 FL A EXIST 2" / �I co /� 19 38 / I J I ' - 37 EXIST TELEPHONE POLE TO BE REMOVED BY OTHERS CRAWFORD CYN - , - _ / ,' 1 ,- _ * 159218 TC I 15 0 TC_ 32 - G -T7 WATER LINE - / 1� _ - - _ - - 1 93. 3 FL' 38 AT�9LINF- C-CJVI W -� - - - - - - - - ' --- /- - -- 1591.54 FL % V CONST 0.10' AC OVERLAY F,C/STIAIG Zrr W - - - - - x -=� ; \ , SAWGUT �- LEGEND EXIST CURB AND -GUTTER W; U fir; . u _ �Q SG�IM _ _ ,'R W 'w � ,\ Q L� oo ! U / a- ^ I �`�'' \ _ HP HIGH POINT S SEWER -- w / PER PLAN 2779 m ��c00 / w w ��m �o �� _ ^ oN'o,��. 4'\ / - i C-41 I I /+� a"'o� w �_ - z _ r- % � 2' 1I (Do m 00 J m/ d; co z o / --- c� �'1 cn`I- /� v .N o ,,, m TC TOP OF CURB ELEVATION SD STORM DRAIN /Q O o I - / to N tr- �� tr) / trf a tr 01 Q O / O = rn 1 i toC-4r7 1 O o o �i r` t- - •- rn m / i -�' -� -i \ I �+ c� a. C,4 \ G GAS CRAW -00 R d���y�� M t7f � X W U ~" vCyl Cfrrw� �v� MMAL O 00 �h -}- W r07 / / Nj COIL , , _So -IZ Z -- ..,.. in + ,,, + u, w / - +� , . ,� cncv,�, / N t-� _ U ob o.. 11 U - M ,^� FS FINISHED SURFACE ELEVATION o ao` ca oto �1 N w G� v / t� _ m woo I w - ` ad / WATER CO. UWE CIMISSING AT M _catt .� co N / 1- �, oo N F- Vhf I�oe�V o c�' + F- z L + t- z I I M M - FL FLOW UNE ELEVATION W WATER + t%j LLj / L Y 1 LE v1�Gi1� AM MW AVE t17 U to O 1_ / F_,16 M N O to O� tWT3 / / N Q O �o I ' U Co W 00 O CY- C) w w / cox m w rn ton w a w / / t`on w n o U I i I MO MH MANHOLE n 0 o TO PROTECTED to w `c#'i Gov,+� o tcon wo / oMo W V ¢ Z, LV �� II .� �, ,i 37 + GB GRADE BREAK / o � oto / / / Z I H oIll LLJEn W \�I� I. ` I 0 1 �) $ � � OC ON CURB TP TOP OF PIPE / EXIST 41" WATER ' `" CD C / 1 / 16 J o 0 o I I'r r I I I L ( PP POWER POLE X 1587.3 TRACT = W I I BC BEGIN CURVE : I I_ o PBPOLE PAC BELL TELEPHONE POLE / I I I + ,� 1 I EC END OF CURVE 250 SO T(JERN CALIFORNIA EDISON EASEMENT / 100 GAS EASEM / 1 �J `t 1 - 1 I 3 X 1589.7 II ASFH ' WARMNG: 2- �- /1- `D I. 1 I PRC POINT OF REVERSE CURVE T VERIZON N " /�INS\ Q \ II 34 3! I 18 -�� PCC POINT OF COMPOUND CURVE CL CENTERLINE s / EXIST 36 GAS / / / / DMtCM-EXT DENSE 22 I / x / J,14�! l BVC BEGIN VERTICAL CURVE o BRUSH 1 dQ I I I XXX EXISTING SPOT ELEVATION EVC END OF VERTICAL CURVE { LYTLE CREEK ROAD MVC MIDDLE OF VERTICAL CURVE SHEET MATCH UNE N -61 (COLLECTOR) TCE TEMPORARY CONSTRUCTION EASEMENT --- TRACT BOUNDARY /PROPERTY LINE Cr (� SEE SE'EET B 1 "= 4040 0 40 80 DRC DRC STORM DRAIN AC PAVEMENT REMOVAL -2 a RL`io, `D DgAWIN& scale feet'\\ - o� ® ReC.o�c� Drat,.ltrJ Gc MVN G WATEg- yNl: I o(o �� 3• �3. CITY OF FONTANA, CALIFORNIA o L SHOULD CONSTRUCTION OF THE REQUIRED �a QRIJFESS,ON remainInc. N IMPROVEMENTS NOT COMMENCE WITHIN TWO ��o o s c li q� ) STREET WROV PLAN & PROF YEARS 0 F THE DATE 0 F APPROVAL SHOWN HEREON°o o�Civil Engineering - Planning - Surveying - Public Works DRAWN BY: SCALE: W W m 9130 Anaheim PI. Ste. 120• Rancho Cucamon a CA 91730.909-484-9090__ MPKNREF SUMMIT AVENUE 1 "=40' N AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 37167 r 9cc .* Exp. 06/30/06 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: STA. &%+00.00,,M, STA. 62+00.00 DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE s� o ` \P _ MPKNREF FROM 57 ' E/0 BOULDER yVAY TO 38' E/O LYTLE CREEK RD JULY 2004 E -� REV. PLANS TO BRING THEM INTO CONFORMANCE WITH q�oF ivi`\�o�� 7-/6.O 5( CHECKED BY: - APP er: Z CA DWG. N 0.: 5 C71 C D. TODD SCHMIEDER R.C.E. 37167 DATE: - DATE: �� RLB � 3 REVISION DESCRIPTION DATE Ell CITY DATE STANDARDS IN EFFECT. 33890 CITY IMINEER R.C.E. 101