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Home My WebLink About2335;Lie] ILI a Empq FP- -.am 0 UVIM60, -.Mhcm - DON NC9 TO SCALD IA MiL AAMOL Lo AZ- .. . .. ... . 'NE Ilk INK r 3 low APPROVEL) BY. lit; ENGIN .................. Mill tm AAMOL AZ- .. . .. ... . 'NE Ilk r 3 low APPROVEL) BY. lit; ENGIN .................. Mill tm ----------------- - - ..... . ... . E ROPO pm 14 EX* A RP .. . ........................ - PROP. kckA, PAVEMENT v m 0 0 or 'o' *oft 1.5%-2.3% %57 .2%1, 3.8x I**"I f A PROP. SIDEWA.K Q PROP. CURB & GUTTER 71 EX. R/W 1 14 [Wom m 91 13 21 PROP. Al PAVEMEIff 0 N =a N w 4 a 4 0,1 All. do""I lam J& M ITTIM I V,% 11 1 V%Fv * %0 \Zsloof 100"I 10261 FD. CH IS "X" in TIC FD. 2" ip LS 3002 10260 n 1 11, 1 INS TI T Y# AV N 4W LF U,31 REMOVE EXISTING TREE INDUSTRIAL COLLECTOR ST DO NO. 1 00-A REMOVE EXISTING CURB & GUTTER, CURB ONLY 19800, LF A.C. P- 0 BASE 000* 0.38' 180 LF REMOVE EXISTING PAVEMENT 27,500 SF .000. T0,10 7 9 R 50 RELOCATE EXISTING BLOW—OFF PER I.E.UA DETAILS ON SHEETS 12 & 13. INSTALL NEW 18"X24" METER BOX WITH ......EGEND 4zymbr"q&A"1I I ABBREAEONAS EXISTING CURB & GUTTER A.Ce ASPHALT CONiCRETE REMOVE EXISTING CURB OUTLET I T ra 'a G. PIT. ANGLE POI NIT REMOVE EXISTING GUY ANCHOR 3 EA Bc BEGIN CURVE is PROPOSED CURB & GUTTER BCR BEGIN CURB RETURN R-EmovE EXISTING DRfvEwAy 1 EA BVC BEGIN VERTICAL CURVE RELOCATE UISTING GAS MARKER EXISTING EDGE—OF—PAVEMENT CB CATCH BASIN 1 EA RELOCATE EXISTING GUY ANCHOR CF CURB FACE RELOCATE EXISTING COMMUNICATION MARKER 2 EA EXISTING RIGHT—OF�WAY C&G CURB & GLITTER affamm *NOR" PROPOSED RIGHT—OF—WAY CL DW CENTERLINE DRIVEWAY VARIES 4" MN. - DwG. No. 11,3 EP EDGE OF PAVEMENT RELOCATE OR REMOVE EXISTING TRAFFIC SIGN PER SWANG & X EXISTING FENCE EX EXISTING RELOCATE EXISTING WATER METER PER CVWD 'STI DWG. NO* EXIST. E)(ISTING 0 Ail 1 RELOCATE EXISTING MAILBOX 2 EA A.C. OVERLAY EC OMNI" END CURVE DWG. NO. 119 1 EA ADJUST EXISTING GAS VALVE TO GRADE BY SO. CAL. GAS CO. ECR END CURB RETURN ADJUST EXISTING TELEPHONE MANHOLE TO GRADE 2 EA ADJUST EXISTING TELEPHONE VAULT TO GRADE EG EXISTING GROUND RETAINING CURB 17 EA A.C. PAVEMENT SEC11ON EVC END VERTICAL CU RVE CLASS "B CONCRETE 1) " PERPETUATE EXISTING MONUMENT, REPLACE IF NECESSARY 6 EA FL FLOW LINE A4 S, IDEWALKIA=ESS RAMP FS FINISHED SURFACE CONCRETE SIDEWALK Xx.xX EXIST. PROP. G8 GRADE BREAK PAVEMENT PAVEMENT TC,TDFS EXISTING ELEVATION PROP. PROPOSED ,/oor PLANE EX. PAVEMENT TO 0.1 0' R/W RIGHT—OF—AY W ETAI N IN C U FRO C) I L u X TCoTD9 PROPOSED ELEVATION SD TRANS STORM DRAIN TRANSITION NOTTO SCALE IV TC TOP OFCURB m TOP OF DIKE 100"I 10261 FD. CH IS "X" in TIC FD. 2" ip LS 3002 10260 n 1 11, 1 INS 91 10224 FD. 2 " ip MWD LS6599 QAiTL10N NDT`E: TI T Y# REMOVE AND cE EXISTING FENCE IN KIND 4W LF U,31 REMOVE EXISTING TREE 6 EA REMOVE EXISTING CURB & GUTTER, CURB ONLY 19800, LF REMOVE EXISTING A.C. BERM 180 LF REMOVE EXISTING PAVEMENT 27,500 SF RELOCATE EXISTING BLOW—OFF PER I.E.UA DETAILS ON SHEETS 12 & 13. INSTALL NEW 18"X24" METER BOX WITH 1 EA STEEL COVER. REMOVE EXISTING CROSS GUTTER 440 SF REMOVE EXISTING CURB OUTLET I T ra 'a REMOVE EXISTING POWER POLE (TO BE UNDER GROUNDED) MIN REMOVE EXISTING GUY ANCHOR 3 EA REMOVE EXISTING WATER VAULT AND REPLACE WITH TRAFFIC is RATED VAULT 1 EA R-EmovE EXISTING DRfvEwAy 1 EA REMOVE EXISTING ROCKS/BOULDERS 7 EA RELOCATE UISTING GAS MARKER 6 EA RELOCATE EXISI11 ING GUY POLE 1 EA RELOCATE EXISTING GUY ANCHOR 1 EA RELOCATE EXISTING COMMUNICATION MARKER 2 EA 100"I 7 RELOCATE EXISTING AIR VALVE PER I.E.U.A. DETAILS ON SHEETS 12 & 13 1 A (� RELOCATE EXISTING FIRE HYDRANT ASSEMBLY PER CVWD STD, DwG. No. 11,3 2' E� 9 RELOCATE OR REMOVE EXISTING TRAFFIC SIGN PER SWANG & Its STRIPING PLAN Is to e. RELOCATE EXISTING WATER METER PER CVWD 'STI DWG. NO* 102 0 Ail 1 RELOCATE EXISTING MAILBOX 2 EA RELOCATE EXISTING BLOW—OFF ASSEMBLY PER CVWD STD. DWG. NO. 119 1 EA ADJUST EXISTING GAS VALVE TO GRADE BY SO. CAL. GAS CO. 4 EA ADJUST EXISTING TELEPHONE MANHOLE TO GRADE 2 EA ADJUST EXISTING TELEPHONE VAULT TO GRADE 2 EA U,56 ADJUST EXISTING WATER VALVE M GRADE 17 EA lovwl 57 PROTECT IN PLACE (PER PLAN) JOW"I PERPETUATE EXISTING MONUMENT, REPLACE IF NECESSARY 6 EA 9 U CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA SM. DWG, NO. 106—A CONSTRUCT 8m CURB & GUTTER PER DETAIL ON SHEET 2 � l �j�l� ?I 0 a a. EXIST. PROP. PAVEMENT PAVEMENT 2 COLD PLANE EX. PAVEMENT TO 0.1 0' MIN. DEPTH THEN OVERLAY AC TO IV AL Am 91 10224 FD. 2 " ip MWD LS6599 QAiTL10N NDT`E: TI T Y# REMOVE AND cE EXISTING FENCE IN KIND 4W LF U,31 REMOVE EXISTING TREE 6 EA REMOVE EXISTING CURB & GUTTER, CURB ONLY 19800, LF REMOVE EXISTING A.C. BERM 180 LF REMOVE EXISTING PAVEMENT 27,500 SF RELOCATE EXISTING BLOW—OFF PER I.E.UA DETAILS ON SHEETS 12 & 13. INSTALL NEW 18"X24" METER BOX WITH 1 EA STEEL COVER. REMOVE EXISTING CROSS GUTTER 440 SF REMOVE EXISTING CURB OUTLET 1 EA REMOVE EXISTING POWER POLE (TO BE UNDER GROUNDED) 5 EA REMOVE EXISTING GUY ANCHOR 3 EA REMOVE EXISTING WATER VAULT AND REPLACE WITH TRAFFIC RATED VAULT 1 EA R-EmovE EXISTING DRfvEwAy 1 EA REMOVE EXISTING ROCKS/BOULDERS 7 EA RELOCATE UISTING GAS MARKER 6 EA RELOCATE EXISI11 ING GUY POLE 1 EA RELOCATE EXISTING GUY ANCHOR 1 EA RELOCATE EXISTING COMMUNICATION MARKER 2 EA 100"I 7 RELOCATE EXISTING AIR VALVE PER I.E.U.A. DETAILS ON SHEETS 12 & 13 1 A (� RELOCATE EXISTING FIRE HYDRANT ASSEMBLY PER CVWD STD, DwG. No. 11,3 2' E� 9 RELOCATE OR REMOVE EXISTING TRAFFIC SIGN PER SWANG & STRIPING PLAN 6 EA RELOCATE EXISTING WATER METER PER CVWD 'STI DWG. NO* 102 2 EA 1 RELOCATE EXISTING MAILBOX 2 EA RELOCATE EXISTING BLOW—OFF ASSEMBLY PER CVWD STD. DWG. NO. 119 1 EA ADJUST EXISTING GAS VALVE TO GRADE BY SO. CAL. GAS CO. 4 EA ADJUST EXISTING TELEPHONE MANHOLE TO GRADE 2 EA ADJUST EXISTING TELEPHONE VAULT TO GRADE 2 EA U,56 ADJUST EXISTING WATER VALVE M GRADE 17 EA lovwl 57 PROTECT IN PLACE (PER PLAN) JOW"I PERPETUATE EXISTING MONUMENT, REPLACE IF NECESSARY 6 EA 9 U CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA SM. DWG, NO. 106—A CONSTRUCT 8m CURB & GUTTER PER DETAIL ON SHEET 2 � l �j�l� ?I EXIST. PROP. PAVEMENT PAVEMENT 2 COLD PLANE EX. PAVEMENT TO 0.1 0' MIN. DEPTH THEN OVERLAY AC TO OVERLAY JQ__[N o"IsLowmal " " NOT TO SCALE li n Lf) r`r) CD Cn Lu � 4h R40 p ■ w , v RE HYDRANT BOLL-ARDS 4 878 1 E 476 -- - UGHT A '10"W i o"w M w ......... Wol; ENT, NOTE TO CIONT C 01RO WHI RA 4 A NOTE— TO. CONTIPACTOR RA Tl- S E SHEET IS H "R, MIONUM ENTS TO BE Dif TURI D F CON"STRUC11 EQUIPMEN T TO, BE USED FOR TH EE S' EET N RUCEDIURES Ali DJ SPECIFIC NTION S 0 0. 2 FO A717C' 1; UN E S BE L NUD G, IE A.C. OVERLAY ........... I ................ . ..... I ........ . . ....... . . ........... T SECTION 50 ; . .. . . . . .. . ... IN A.C. PAVEMEN SIDEWAILK/C Elss RAMP C No UI Tabte a a m � W111 smi; A Jr ]IRS, ffl��:jjjjl� . . . . . . . ut c REASED URK DRIVEWAY CURBS s R1 ISED IDEOLK ................................ ----- -- . . . . . . ---- ------ - - ---- ... . . ...... .. .. ..... ... PJNIW, [AwwrIA Me a a m � W111 smi; A Jr ]IRS, ffl��:jjjjl� . . . . . . . ut c REASED URK DRIVEWAY CURBS s R1 ISED IDEOLK ................................ ----- -- . . . . . . ---- ------ - - ---- ... . . ...... .. .. ..... ... PJNIW, [AwwrIA Me A UI ,A � SIMILL Vr1 t " ;1 i ; ' X CURB & GUTTER E /W I i TI wv 1� O .: Curve Length C13 °. . 9000 I 54.918 ' ` CIO . ,9 . O LL- CN C> w LL- C> to 00 IXF GI 8 F-W M SCALES"I� PROFILE HUR 1 401 VERT. 1 "6�4 ore%] =to= MR 91 bps No All m r4m] M. WOMM'.wA LO + -.4- CIO 79 8,0 81 82 03 84 do 86 6 87 87 88 89 PRIVATE DRIVE WV-MMMWMPIIIIIIIW -7- r%r% 11-i- o% r- r-- A Eli MUMU11.04YIN.7 834Ii 4"1 � UA [oil mi-T 41,11 Table Rodiuls ww 9 it'd NIL *its# W rl m Oxf i Ol 1 11 -0 a a: I* AAR ED V ww 0 W, �,J kip w0k, 9 1w. 7. AN 91L I a ra 7 W, � =2ke [:A 777,070 IMPTA"M mm? mi-T 41,11 Table Rodiuls ww NIL W rl m Oxf i Ol 1 11 -0 W, �,J [:A 777,070 IMPTA"M mm? mi-T 41,11 Table Rodiuls �1 AT EIYYAND NUL .71 lied DILM R. SHEM 7 V.) Cu"e Table Rodiuls V.) W dw 40 40 N oe WAJ Mo 1-4 US I now Elm 3 A A rc Moll OIN Jgo 11 M Lam, CIR Mpl 1 1�►71t7;Ti- 9 :8 11 • i I Lwz",L oallm ON awn OIL fill 1#1 - Tkw I w w F JAM a a ID ilk tw pop Mob so oil # 11 AFL AM, liq wil! I lig I 1 EMU! too =,Brill Lwz",L oallm ON awn RZ ;N 12 w Mr-Roorl 9 1 1111 M D M 4, . . ........... 20 40 'e,7K#.7 ff j7 4� 11T;� I'L FWARM M� ffox F "I El 0 I OWM I—q MAI I xwm COD im fill 1#1 - RZ ;N 12 w Mr-Roorl 9 1 1111 M D M 4, . . ........... 20 40 'e,7K#.7 ff j7 4� 11T;� I'L FWARM M� ffox F "I El 0 I OWM I—q MAI I xwm COD im — — — — — — ------------- .......... i BENCHMARK — SAN BERNARDINO DESIGNATION ELEVATION —351.6950 M'. OR 1153.85 FT.(NGVD29) 1 INCH LOCATED 8 MILES NORTHEAST FROM THE CITY ONTARIO AT THE S/W CO RNER OF ETIWANDA AVE, n : AND ARROW ROUTE, w or :I -. s :.. wwwwompow ! i' �l P lllrr It NMIMMFIM 4 In 4 ,.' ! , .. S a I LmLm *MJ %oq LLS - - - ------- -- - HORIZ. rI ,rrl®r 1" 4 R 1 4 10+00 10+10 10+20 0+30 CONSTRUCTI,Q.,N , Now --- --�- CONSTRUCT 24" R.C.P. _ 0 0 CONSTRUCT @ CONCRETE COLLAR PER CITY OF RANCHO , CUCAMONCA STD. DWG- ! 16 G 16 ' REMM CONCRETE H ^:. T T 1 121 1 w D3 yq i 8 Mpg � `p xf PROPOSED 36" DIAMETER R.CP. STORM DRAIN PER DWG. ISO. 2335-D 36 'RW NOO*07'04"E' 3611ss 36"SS 36 36 S23*44'44"W ` 1' 29.63' a r CD 7f 3 ... y .. CITY All c OF RAN NGA 1-1 In .... 8"G 2"G .rl. 2 G err 2 G 2 77 7a r® w STREET IMPROVEMENT PLANS -7 77 FOR C t7 " eta .» ._ -7 C i- '_fi l'ti I I 8F"h - 7 7 ETIWANDA AVENUE cn LATERAL qt** lvl > R L A CD ROW 2014— 00226 PARCEL : DRC 2013-00155�- Akio Aaj� mp--A" 11-641111, PP - R- . SHETH DATE: T ''' 53672 E El Ill IN , I -mop 10* MGC RECOMMEMM ;FOR a.. ._ :.... l ® i 1070 CHEM A S S FAX (Wl) 7M- 12M DRWM NO. CN, ._. ... .... .... ....._ ,. I DRS: 2335 .. . . . . . ....... 1160 ilfs(? 1ifi4 FT 11 fit? 19 fry 116 115 1150 1150 115th 115 1150 1140 _ 1140, 1140- 1140 1140- 114 TIT j I I I ± I I I I I _�L I t 1130 11 34 1130 - - - 113 60 50 40 -30 -2fl -10 fl 1 113fl i 13 Q 2fl 30 40 -fi0 -50 -40 -30 -20 -10 0 10 20 30 40 -60 _50 -40 -3D �2Q -10 0 10 20 30 40 STS. i -50.00 STS. +00. STA. 86+50.0 1150 115U 1 t 5t} 115fl 11 5[� FT J 1150 11 fit? '1140 1140- 40 Aist —1140 11 17 1 1144 1130 ml 11,30 113+4 11 1130 113 _+ '' I 1124 'f 12th 1 "E �a 6a 20 »2t� 50 40 30 20 10 0 1 D 20 3Q 40 -6Cl - 50 1124 -�U -3fl -20 -�0 0 1Q 2Q 30 40 -60 -50 -40 _3D -20 _10 0 10 20 30 40 STA. 84+14.84 STA. 84+50,00 STA* 85+00#00 1150 1150 1,150 1150 1150 '1 711 11� 1140 11 1140 1140-- 114? 1130 113C} 1130- 113 113 113{{) 1120.0 11 1120 1120 f1�{? 60 112U 112 50 40 30 2D 1 t? 0 1 D 2� 3C} 4D - 60 - 5� _ 40 1'# 24 STA. 83+00.00 -30 -20 -1D 0 10 2fl 30 40 -60 -5�7 -4fl �-3fl -20 -10 0 10 20 30 40 STA. 84+00,00 1150 115f3 11513 3151} 1f 5a 1151) I 1 4 1 1 J I J I I 11 1140 11 1140 1140.0 1140 I At W1.1 I III 1131) 1130 1130 3d 1130-- -1- -1, 1, 1 1 --H+ 11 d 112U M'LL 4 1120 1120 112(} 11 Ln 60 50 40 30 20 -10 D 10 20 30 44 -60 -50 �d _ 1120 °- -4� -30 -2fl -1d 0 10 2D 30 40 -60 -50 _40 _30 -20 -10 0 10 20 30 40 STS. 82+35,43 Now" STA. 82+ 50* 00, ST,+►. 82+80.84 AM Im N Is CITY 0 F HOO*hA N C H Cuummol&N&GA ANN I STREET � 1MPpK"`u0""VEkMAET PLANS Ld �. FCC Ivi ETIWANDA A IN u �i c s Op%'E C T 10 N'to*'�' CNI ROW 2014— 002P6 P MAP 19448 DRC 2013-00155 I -A APPR%ED ELY: t�►TE: "�- o DATED DILESH R. SHETH CITY ENGINEER FACE NO 536 2 0 11 Ill a MGc 37M MCCAMY WhM (D RACRSW C4. 925M MGC w _W -wo - - �'�� ems- ram 7 OF CHECKED Assoc I AtES FAX (951) —uses CN No. 0 NO. o OF SON a MY DRS AFfflg 2335 11 1160 1160- Aft"k 11 r r 1150 11 11 • v 1 • i • 11 1140 - 1 -1 1 J 7-H —60 50 40 —30 —20 —10 0 10 1130 1130 4+1 _,T 1130 1130 _L_L L A-L j I I t I { 0 C 0 11 -40 STA. 91+50.00 20 30 40 —6u —50 —40 —30 —20 ST A. 92+00. T A. 92+50. 1160 1 - - - - - - - - f I I I I-A 1 160 1160 1 116 a 1160 , j 115 F 1150 1150- i 1150 1150- J I I I I I I I I 'I I I 1 • • s • • 1 _++ _ s 1140- Now 1140 114-0 1 1 1,1140 —60 1 1 F 1130 WWMAMAWAL 130 11 —5o —40 " " -30 —20 —10 0 10 20 30 30 40 —60 —50 —40 1 T7 : : 90+00, ' STA* . ° `T. 91 116 1160 1160 a. F_ 1160 1160- I I I J I 'I I I I I I I I I I I I I I I f 1 1 1 -- - ---- JAL LA I 'I I I J I I �p i V 1150 1150 i 1 11 0 • • w 0400 WA.W ,. 114 1140 11Q_ 1140 _T I _L_ I --f+F- --I+ 11 11 1 _Lj I I L _L57 1 LTL —30 -20 —10 0 10 +tom � -60 - —40 —60 —50 —40 - 1130 11 fo+50. 00 STA, 0 40 STS. T A* 89+50, 1161 116 11 11 AF 1160 I 115 1150 1150 1150 i i 11 11 1140 I 11 low 11 Ln LIJ I I I I f I I I _L_L I I L 17_1� Ft 1130 1130, ,1 .., yi. V -20 -10 0 10 20 3,10 40 —60 50 1130 1130 0 0 -- 30 -20 -10 ST A. 87+50,0 'T. uO% F CITY CHO CUCAMONGA 3, Ln 0 A& ti "IrREET IMF"'ROVEMENT PLAN,%� a FOR f_1 w En ETIWA A AVENUE- I' CD I ROW 2014-00?f6 PARCEL -00- DRC 2013-00155 Ay APPRMD 13Y* DATE: DATED DILESH R. SHETH CITY EINEER NG ..... 536712' RCE NO. r mGc r CaWKIMM RAIRSW CA 925M . MGC 1 1070 CD NCL CITY LA J 31=1 KAJ . ........... Es DRS 2335 .. -5 -4 -3 -2 -10 0 10 20 3 STA. 96+50.00 -50 -40 -30 -20 -10 0 10 20 30 =STk 5 9 -- . t�3 - -- -30 -20 -10 0 10 20 3 EsTA*"94+50,00,111, -50 -4 -30 2 -10 0 10 20 STA, 11 50 - -20 -10 0 10 20 30 40 ST A. . 5 --40 -30 -2 -10 0 10 20 30 STA* 5 -4~ -3 ---20 -10 0 10 20 30 ST• 1170 11 -5-0 -- -30 -20 -10 0 10 20 30 T '70: 11 -50 -40 o -20 -10 0 10 20 30 40 ��a a 117 1160 11' 5 om --5 -4 -30 -20 --10 0 10 20 30 =STA, i+r { ; a -50 -0 R -50 -40 -30 -20 -10 u - lu zu STA, 98+81 931 1180 1180 1170 1170 1160, 1160 'm Dome ME n -50 -40 -30 ," � U -10 u I u zu I-) u I STA* 98+00,001 Y, I&I ps mi -50 -40 -50 -40 -30 -20 -10 o 10 -30 -20 -10, 0 10 I STA. 98+ 21.9131 w m ME HE im -50 -40 " 20 -10 0" vu �u KIIIIISTA:. 991+16*931 EA NMI 101 ■m® 0 0 Im"ll 1' �1 11 1130 1130- 1130 3 1 — 1130 Q. 11 I L 11 2 11 2i 11 1120 11120 No 1110 w ---t- —T L .. . ....... ... ..... . 111th 111 -50 —40 :....111 — — _ 10 0 10 20 C 3 111 STA. 14+50.00 STA. _ 15+00.00 STA. 15+13.701 11 1150 1150 11 1' 1 11 11 11 , 11 113 1130- 10 OWN" 1_1 JL 113 11 11 112 in 1120 a 11 20 T -11 1120 _ 11 -50 -40 �� _ 111 -50 t _ 111 — STA, 13+00*00 STA. 13+50-00 .......... . 1150 11 � 11 11 1 a 1140 1 11140 1140 11 q 11 11 ci 11 r 1130 113 1 1 — 11 mom 1120-4- .. -10 _ 11 11 2 . . ..... 11 +50,00 STA 1 Sr 1 r 11 1150 1150 _ 11 11 11 11 1140 11 11 11 Am 011111— r t; r •, ; r —.. 1130 1130- .00 _ + 1130 1130- 113 ............ ............. ............ ........... ...... . ... ........... J- 1 1120 y. CN Ln — 11 -20 -10 0 10 20 30 40 50 _ V 20 30 4%0 50 5 —40 i -50 -40 -30 -20 -10 0 10 20 3 1 0 4 1 0 5 1 0 STAo 10+57,00 STA. 10- 79,100 STA, 11-x 00,00 CN CN u N 4 Uov c CA�M U4 U'k F C I TY �";kTREET 1k4PRu4"`%v1EM-ENT PLANS i "m coon n r w 'FO K" �- cn WHI RAM AVE N U E A111011111111L 11111111111111111L Poo in C 0 ROW e r 2014— 0 0 f 40 Ae PARCEL MAP 19448 DRC 2013 —00155 ` At = -- Ae APPROVED DATE, . :7&4 id CffY ..,- � ter' .._... 0" C111 11111, 1 MGC DROON ... .. �Y. -.. SHIM 6/ MGC . 05 1) 1070 11 OF 11 CHMW ASSOCIATES FAX 1 - DROW crrf OF ' �....� i LAL: !2j .... \.. J , a! C19MOCIM a Ims Ek,Wm wd kl F--Wl a r�- CD Ln 00 73 0 ry ('Y u I %lu CD cr) C() 0") C— CD I C-Ij Orm 1builm EY • 00 V) L,j L.LJ LLJ Z (A At I ME A v"I R1 Ip_q t2l P, F1 LE SCALES IN �■ HORIL I "Now No min a A 10 low # low 0 JAML Ammn &MMMENNE12 ME M AM a-Am !OWN MEN 01: RENEEMEN E 0 MEN 0 p iVR AMEN f.1 MEN ME 'No, ON= IANI I i*EEMIM'm mWAME OR, OMNI go Cis MEN M-I E � ■ ■ ■I��I��]��d�N3�N �� ■ ■�N■■N■■■ ■NNE ■� ■N� ■N ■■ :��.]�N��N��NB� ■ ■�I��E_'-_ CON LIN;" w NMI M L _N, A�Nl ii�ii■ MEN M �■ �n�■ �� ■ i�■ i■ ENO ! �'��Z iii�ii ■[a�l�11rwMqsql41iio1��ui'� E N ��'�ii��NE v"I R1 Ip_q t2l P, F1 LE SCALES IN �■ HORIL I "Now No min a A 10 low # low 0 JAML Ammn &MMMENNE12 ME M AM a-Am MEN 01: RENEEMEN E 0 MEN 0 p iVR AMEN f.1 MEN ME ON= I i*EEMIM'm mWAME OR, OMNI go Cis MEN M-I v"I R1 Ip_q t2l P, F1 LE SCALES IN �■ HORIL I "Now No min a A 10 low # low 0 JAML 0 Ammn &MMMENNE12 ME M AM a-Am MEN 01: RENEEMEN E 0 MEN 0 p iVR MENEM MEN ME ON= I i*EEMIM'm mWAME OR, OMNI go MEN M-I E � ■ ■ ■I��I��]��d�N3�N :��.]�N��N��NB� ■ ■�I��E_'-_ LIN;" w NMI M L _N, A�Nl ii�ii■ MEN M �■ �n�■ �■ i�■ i■ ENO iN■ iii�ii ■�■iNEiigi E N ��'�ii��NE maid El a�N� ■■dal ■■ �1■■ ■�■■ t■ ■ ■N ■N■ 0 NN�■N ■ ■■ ■ mm ■ ■■ I �I 0 MEN No ■ N�pN■ �E��E�E�N■ ��■■■ �AN��J ■■■R�rl ■■■l�I�N■wa ■ ■ ■E A0� ■Ad�r WYIVM \NN■■■■N�� iii�'i z4MMEM91 OR N!l��lli�i �■BE�J ■ ■ ■�� ■■■■■ NH■■ N■■■ MN a No ■ ■ ■ ■ ■ ■ ■ ■■t ■ ■ ■1 NM MEN NONE E 0 NEI OMNI Ina, ME50a mmn Moo Elm OMNI WIF-4. —ON N lit M_ I we 14 Isp4mm OMNI EF1 - E fiiO1��L�L�■ ■■ . � �E�� I'l t ■ �■■■� ■■N■■�■■■■ 1 &will ru NEI lUm N ■ ■ ■ ■ let ■ ■ ■ ■ ■N ■ ■ ■ ■N ■h ■t ■ ■ ■ ■■ NNN��fiL��WI� lviiiiyrN ■ ■01 to 0 WEN a-0--ow'I M; LM WTI �LJ ME M AM a-Am p iVR WEN a-0--ow'I M; LM WTI �LJ ME M AM a-Am 9 2 9 1 d lab WEN a-0--ow'I M; LM WTI �LJ 1 "60 M�ml ED Elm mm,m mm No m --I—( 1 � 95 96 u ur 115,6.35 T MrA L*A it Y #�%j ^I Amm a- ^1 rvorf�m ni ii I i ► i Lm f 00 A N # V7 REMOVE EXISTING PAVEMENT # (SEE GENERAL NOTES 9 & 10) CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO (�)11 REMOVE EXISTING ACCESS RAMP CUCAMONG A STD. DWG. NO. 104, TYPE A2-8 CONSTRUCT 4" PCC CURVILINEAR SIDEWALK PER CITY OF U2 REMOVE EXISTING POWER POLE (TO BE UNDER GROUNDED) RANCHO CUCAMONGA STD. DWG. NO. 103 & 114 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 'RETURN Q3) REMOVE EXISTING GUY ANCHOR STD. DWG. NO. 102, DUAL RAMP CONSTRUCT DRIVE APPROACH PER CrTY OF 9 Q9) RELOCATE EXISTING FIRE HYDRANT ASSEMBLY PER CVWD STD. CUCAMONGA STD. DWG. NO. 101, TYPE C, W�35 DWG. NO. 113 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO RELOCATE EXISTING AIR VALVE PER CVWD STD. DWG.' NO. 120 CUCAMONGA STD. DWG. NO. 134 (L5) COLD PLANE EXIST. AC PAVEMENT ♦ 10* MIN. AND CONSTRUCT U2 RELATE EXISTING CP TEST STATION VARIABLE ICINESS AC OVERLAY, SEE DETAJL ON SHEET 2 Ao"m"NI& 1 6 SAWCUT EXISTING PAVEMENT RELOCATE EXISTING GAS MARKER Q9 INSTALL L.E.D. 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