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Home My WebLink About3389-84=623'15"- R=288.00 L=32.11 Ton=16.07 N642823"E SEE DWG 12779 FOR DETAILED A- 1452'19'v INFORMATION ON THE R=3112.00 SUMMIT AVE/BEECH AVE/�RONTAGE RD L=8d 98 INTERSECTION" Tan -440, 72 4=85135 R=9 .00 I // L=1 .58 " Tan 64.90 N4134 29 E / 45.57' v \ N86'3429"E 3.74' 4=54238" A-433'53' N405352"W R=160.00 R=140.00 N3756'22 "E 22' L=15.95 L=11.15 A- 147657" 39.79' 3' Ton=7.98 Ton=5.58 O N8 42'34"W N8944'00"E " 0: 44'03"E N843.3'19"W +O F - R=88068 N89 4400E ;vki 1.21' N89Z7T12"W N89 44'03"E r LL L=219.53 7.19 - - - - 646.88' - 14.00_ - �- - - - - 595.22' - - - - 107.14' 293.98' ~ W 10.00 638.48 (TOTAL) 4=1151'51 " Tan=110.34 0 - - - o -. - __ _, - - - - R=88068 w N89'44'00"E o o I CL STA EQUATION - @ J 18.12'T7E 555+00 6 36.00' Z AHEAD: 60+61.12 = 65+73.57 0 'UJ L=f82�iS--- - _ _ 560+0 - - - - - - _ _ 7 ----1- -- - - --�- - 1-- I - - --F- - - -I-- - - --F - - -Il- - 65+00 70 Oo Tan=91.51 o A o + BACK: 566+49.78 � 36.00 28-00 14.00 - j - - �- -+- -- -�- -�-- - �- - I- -- - / i �/ 9.8 55 c(:3 N I 34.00 // /� / / /� $3 tA 0'36"E N89 44'03"E ;3 0 34.00' 28.00' 1313.04' (TOTAL) W /4' t,3Ire)- - A -- -- -- -- -� r�_--�/ -- -// / 1 P.46' -- �I -- -� 12.0;0 N89 44'00" / -% / �, - - -- - - - - i 550 �� 14' z / / / / / A N8823 59 E o 12.00 N89'44'03"E W pp 1 / 1201.0 / / / / 3014.0 " 257.36' �� 773.36' TOTAL V W - ( )" B .. �/,/�N4024'42"W 4'03"E 60.00' R-53.0090 / R=804.00 �' 51.18 68.00'712" R=77.00'L=19.71' L=496.7040' T=15.40'Tan=9.97Tan=256.567'12" R=53.00' , " N32VO'31 "E 23. 00' 4=4 4542" R=798.00' L=66.32' T=3318' A- 7.49'05" R=58.00' L=7.91' T=3.96' ,(L9 N4923'050E 37.32' 4=7'48'36" R=42.00' L=5.73' T=2.87' N413429"E 10.00' N075957"W 35.47' L=20.92' T=10.60' 4=223834 R=77.00' _N89 43'36"W _ _ N89'44'03"E 9.90' L=30.43' 64.02' Ton= 15.42' x Q N4453'47"W 0Q N444T12"E r I` N89 44'03"E 32.41' Y 32.47' N89 40'48"E - 638.48'(TOTAL)� _ - - - - - - - - - - - - - 2315.19'(TOTAL) olO 2 ^ 73+74.15 _ 75+00 80+00 85+00 90+00 _ - -� - - -� - -t-- - - -I -- - f - -� - - �-- - - I--- - I - - --�- - - -+- - -I - -� - - --i- - - - F - -+- - - �, 0 N89 44'03"E 1313.04' (TOTAL) � N89 40'48"E 2625.85(TOTAL) if I �W N8944103"E ^ -- -- -- -- -- -- -- -- N894048"E -- -- -- -- -- �� O 773,36'(TOTAL) o A 4A,H e o 2274.07 (TOTAL) ��? Q N445347 W �,\-h44 4712"E P� \� 9� 32.41 32.47' Fw W " N42 r76 57 E 34.09 Z 1 100+00.00 1 1 D x 660 mm Sod pipe ba 1 Co _ _ - �- too o N89'30'13"E _ ` \ _ - N89'40'48- 2625.85'(TOTAL) _ -1- _ 2624 6 (TOTAL) m _74.07 TON89'40'48"E J TAL 22 N81 ¢720 "H, N89'40'48"E 3 ,� I N8930'13"E =W X89 99.98' r 1471.84(TOTAL) Bolt to and pad grid weld m �1eIPIId PULL POST ASSEMBLY Mir 1. or boli btdYlg bar. LATCHING DEVICE Drgym .rl.bw I*" 3 4=2237'12" R=75.00' N89 40'48"E 10.00' d SEE DING #2507 FOR DETAILED INFORMATION ON THE 1 See Note 1Anolror L=29.61' 32.54' 4=22'37'12" R=55.00' NO SCALE SUMMIT AVE/CITRUS AVE mm x 450 mm x 450 mm mm I I 2.4 m Mood end post e� I.- Ton=15.00' 150 mm or 1/1r200 L=21.71 ' T=11.00' 9 � INTERSECTION apaolRedaer 125 d=223712" Over x2237'12" R=75.00'a 150 N4536'10'W ' thru 5.48 R=55.00' or on GATEWAY L=29.61' T=15.00' WIRE MESH GATE POST - ALL DOl�0L18 AM BE 10<laR'fll$8 Dl O "i -= »D'!R 85 AVa7 0 L=21.71' 2x0 N89'40'48"E 60.00' (Sae Nob 4) 32.47 0 Tan=11.00' or show Pra7� 3 GA -TZ jut](sae + O Z N89 4048"E 2,1 m Metal brace 2.4 m Mror titch poet ' N89 30'13"E , 150.00 O 2315.19�TOTAL o Op 163 0.5 737 M" Hartrombol "'� t r 1 1666 SO 13.56 Fw W " N42 r76 57 E 34.09 Z 1 100+00.00 1 1 D x 660 mm Sod pipe ba 1 Co _ _ - �- too o N89'30'13"E _ W 0 _ - N89'40'48- 2625.85'(TOTAL) _ -1- _ 2624 6 (TOTAL) m _74.07 TON89'40'48"E J TAL 22 N81 ¢720 "H, N89'40'48"E 3 ,� I N8930'13"E =W X89 99.98' r 1471.84(TOTAL) Bolt to and pad grid weld m �1eIPIId PULL POST ASSEMBLY Mir 1. or boli btdYlg bar. LATCHING DEVICE Drgym .rl.bw I*" 3 r.am �.•E FOR GATEWAYS d - N457756"W 1 See Note 1Anolror PE c 32.54' tks bop 100P 2A m Mood NO SCALE .2115 1 TYPICAL MEMBER DIMENSIONS (See Notes) _ LIE POSTS 1 D x 660 mm Sod pipe ba 1 21 m Brace 21 m Metal wd 9 '� h�yyppee 50 21 m Lim 100 11111'sbop s -. g' V &Mdd 006 ef1o6E 1.3 m End bar $ hdowYOwin /0 od tN Jnowa� 1yp tic[ ahowm PFR m 1.3 End bar Tiopre b ierrbn wIm 60 mm End pad End her see Short lk* coo dmkL wood pad 7.37 DEPARTM®R OF 71MMbPORfA710N Bolt to and pad grid weld m �1eIPIId PULL POST ASSEMBLY Mir 1. or boli btdYlg bar. LATCHING DEVICE Drgym .rl.bw I*" 'r. r.am �.•E FOR GATEWAYS d M 400 m mmulmm irtervai for BIT faros. „`� See Note 1Anolror PE c 150 tks bop 100P 2A m Mood NO SCALE 200 mm x 450 mm x 450 mm mm I I 2.4 m Mood end post e� I.- & 150 mm or 1/1r200 ►6n OA m Mn & apaolRedaer 125 21.76 Over - METAL POST INSTALLATION - WOOD POST INSTALLATION- 150 p��laomn ' thru 5.48 150 mm or on GATEWAY Over 5.40 WIRE MESH GATE POST - ALL DOl�0L18 AM BE 10<laR'fll$8 Dl O "i -= »D'!R 85 AVa7 7b 7.32 2x0 pali8a sd (Sae Nob 4) or show Pra7� on see Nob 3 PTam 2.1 m Meld brace PWT) GA -TZ jut](sae i r 2,1 m Metal brace 2.4 m Mror titch poet > m mm pOM' �� Op 163 0.5 737 M" Hartrombol "'� t r 1 1666 SO 13.56 1T brae OTHER 3.66 snits 6U9 125 21.78 HIGHWAYS FREEWAYS Over 5.40 10 28.21 d 732 max 150 FENCE LOCATION NOTES 2.1 m elm post Wks w"Wh old barbed wis some m far wood poets. Mood or meld 2.1 m OA m at 50 Q Trus 21 m Yid Or L Lf" and pad and and bar ahosn Um +41 03 m regatred tans past !1 Pat Length m specift rode tsuce me" and pad and and Ger for wood pat E hubBdim. ' lOm -. 2 Guam post x -section Mood kin am NJ8. Otdt to be 0.6 a at maeasmt tomttans, 2.1 m Bruce maseored at r1dAt awdtas to B/f team. m WIRE MESH GATE INSTALLATION FOR TWW to adders cart to be at taA Oso EITHER WOOD OR METAL POST FENCES6 Na ke& & Otewy be be amd wham aped6ed b <l r tt Q�; d me Spadat pemtramu c 3 m Max 8 or mat P� •' n • d PCC 2011 mm Mm Po dkwnd 4 et ms ad raw am mtotm- tea w ism mq be Need on appeoml d tic E Bole r. �1 1e-200 mm Mtn END AND CORNER POST ASSEMBLY PULL POST ASSEMBLY & itne pot "aft for, wood pot wpale &4 Net mm-, Use poet sprm0 for At 200 m rsuodmwn intervals for MM fence 2.1 m Broca lenall mild Pont e 1 1 6 We At 400 m modnnm untsrvole for BN fence. METAL POST INSTALLATION 2.1 m LIM pat 1 Illmod bmm 2.4 m Broca poet 76.5 mm x 100 mm Sted dowale 9.5 mm x Tao mm • Steel dowels .2115 1 TYPICAL MEMBER DIMENSIONS (See Notes) _ LIE POSTS END. LATCH R CORNER POSTS BRACES Brea '� h�yyppee 50 21 m Lim 100 50 0 X 89 51 It 44 32 1 38 x 33 41 x 32 1 44 IN: 32 r ppost Jnowa� 1yp tic[ ahowm PFR L2 m Min ierrbn wIm 7 m Mox For BAY er Mtil a 60 mm STATE OF CALIFORNIA Type BMT - 5 irme of bared els. wood pad 7.37 DEPARTM®R OF 71MMbPORfA710N 1Phs TAD IUM M muh orw 3 Mnee PULL POST ASSEMBLY 16AG 1.83 m LM 6 twister 125 21.76 LPMH d M 400 m mmulmm irtervai for BIT faros. 03 FEN= END AND CORNER POST ASSEMBLY 150 28M NO SCALE WOOD POST INSTALLATION STATE OF CALFg6M AL AM u & W SO m mm FA88 & Over 1.83 125 21.76 Use pod Florizorntd brie with bum red mop be Ined m a altsrrlob to a dbgarol braoe Tania wise Dbgad brae. PCID 3m AND �3 m ASSEMBLY Not lees linen 3 ttmm nnaxlmrn area m for fabric lase Oran 1.53 m high eedian of pad with milialum of 200 an m for fabric 1.53 m and over 0.75 m for fabric km than 1.53 m high 0.90 m far fail 1!M m and over 150 mm or e epacMled ar �iswowwns an ddo6 (see Nab ) HGIMI►YS .�...w FENCE LOCATION 10 mm w m 'specpbd shower on rtes plum so Note 6) Brace to be rensoved after d eller farm oantrucOon le rw. Otherwise d A., the Er*-. day -- lamb pod Lim Posts at 300 m mnsirren I tervab Type CL -1.21.22 m fabric broad and tuned in both IN I Type CL -1.81.83 m fd Ic WOW that Olt I and trmirg mq be erdMad whm Ole , fabric Is aI *- - by the epuTprnwW 0(apo braes or harl:or brace vAlh bum rade TYPICAL MEMBER DIMENSIONS (See Notes) _ LIE POSTS END. LATCH R CORNER POSTS BRACES HEIGHT ROUND ROLL I D H FORMED ROLL. FORMED ROM ROLL FORIED I D Va ID H & hwe 40 48 x 41 46 x 41 50 0 X 89 51 It 44 32 1 38 x 33 41 x 32 1 44 IN: 32 aw- 1,83 rr 50 57 It 51 51 It 44 63 LIB x Be 63 x 63 32 38x33 41x32 44x32 0(apo braes or harl:or brace vAlh bum rade NOTES GATE POST SEE STREET PLANS FENCE GATE NC`"mom MASS L ITINISI DHEIGHT PFR L2 m Min M) 150 mm 60 mm & DP then im 65 7.37 scale 1 "= 100' feet Over Im ee 100 16AG 1.83 m LM O�&40 125 21.76 Over &49 podetas nroy b nixed a approvd d Ole EFgLrmr. & to ,32 150 28M mnr STATE OF CALFg6M & W SO 1 1.28 & Over 1.83 125 21.76 Over Over 3.66 150 28 23 1.83 m thru 5.48 NO SCALE Over 5.40 - ALL DOl�0L18 AM BE 10<laR'fll$8 Dl O "i -= »D'!R 85 AVa7 7b 7.32 2x0 42.40 max NOTES TYPE I SEE STREET PLANS TYPE (II FOR CURB 200 mm Mtn -300 mm Max- INFORMATION L The shove tabN show exarpI d pat and brow sad , which may oenpry 0.6 m Mtn O FOUND MONUMENT L2 m Min with the SpsdRodiwn. 150 mm 60 mm & SeeBaus sow te Ons tables mad ohm amply wi h Om stim gll rsquirm me llbore pod Qrrsalseiwm ad Maas are lager sizes may be used a apprad rnllirRNM d the scale 1 "= 100' feet and abler provletar d Ow SpecMfooBan Eno-. 4 (two each direction) & d tic epspy'' 'ts a"d otfler Spaciftcatbns podetas nroy b nixed a approvd d Ole EFgLrmr. & Optk mwcleed shah be o farrrn a any am project STATE OF CALFg6M & Dir maim shown ars rmm ib DEPARIMENI' OF TRANSPORTAMOf1 & Offset to be 0.80 m at morssrwe locations, mamussd d right osglew be R/M Iia. n = My Taper to achieve oiled to be d lead 6 m lung. L NO SCALE - ALL DOl�0L18 AM BE 10<laR'fll$8 Dl O "i -= »D'!R 85 AVa7 t - 10.00' -- --_ 0 tis 36.00' 28.00 14.00' 95+00 c� 34.00' 28.00' �r - -- 12.00' -- - CDW J 1-- Q)0 W 0W Q� NOTE: TYPE I SEE STREET PLANS TYPE (II FOR CURB 200 mm Mtn -300 mm Max- INFORMATION 200 mm Mln-300 mm Max* LEGEND 0.6 m Mtn O FOUND MONUMENT L2 m Min A ANGLE POINT 150 mm 60 mm 150 MM Height 100 0 100 200 0.9 m Min scale 1 "= 100' feet 75 mm Min r�38 mm Max 75 mm Mn -1 r�.38 mm Max I•�-88 t T Min TS x 300 mm $ retroreflecttve t �! �! shooting Min 75 x 300 mm 88x300 mm o retroreflecNve sheeting $ � 3.6 m Max 56 mm Mln Edge of Paved 56 mm Min traveled way"', ay !OUlder Surface mount ( I O.6to1.8 M$oil embedded-flf§ r u $ 1 1 LI It ; DELINEATOR POSITIONING CLASS I CLASS 2 FLEXIBLE POST METAL POST See Note 4 CHANNELIZERS DELINEATORS White stripes Orange stripes 45, White strlpes White stripes1 200 to 300 mm= Orange strl s \ Rolls o Pe 45' Orange stripes 45. 200 300 mmI 200 to 300 mm� 200 to 300 rum 200 to 300 mm= _ 200 to 300 mm e Ratt 0.6 m Mln E L2 m Min JI 0.6 m Min 0 TYPE 111 BARRICADE TYPE I I BARRICADE TYPE i BARRICADE See Note A BARRICADES (see Nate 3) Only face of rails shown. Barricade construction materials and supports as specified In the speclfleat(ons. BARRICADE TYPE I TYPE It TYPE (II Width of Rall 200 mm Mtn -300 mm Max- 200 mm Min -300 mm Max- 200 mm Mln-300 mm Max* Length of Rog 0.6 m Mtn 0.6 m Min L2 m Min Width of Stripes s» 150 mm 60 mm 150 MM Height 0.9 m Min 0.9 m Min 1.5 m Min Number of Rets Rail Rall Faces - 2 (one each dlreclfoN 4 (two each direction) 3 If facing traffic In one directlon 6 if facing traffic In two direction • Far the wooden option dlnronstons are normal lumber dimensions. • - For rafts less than 0.9 m long, 00 mm wide stripes shalt be used. NOTE A Barricades to have a minimum of 0.17 m2 (174,204 mm2) of retroreflective area facing traffic when used on freeways, expressways, and other high speed highways. 25 DIST CpONTY AOVTE OMETER PDSi SNEET TOTAL PRO.�CT NO. FLA LWEER #EGIsiER C�R�I CNGinEER • �. October 26,2000 n..s A N -E D.TE CT63K To cam mora paw doled DELINEATORS TYPE RETROREFLECTIYE SHEETING FRONT BACK E White White (See Note 0 F While None G Yellow None i Yellow Yellow (See Note 1) J Red None -' CD 40 OD X M C M v V a V n STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DELINEATORS, CHANNELIZERS AND BARRICADES NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP A73C DATED OCTOBER 26,2000 SUPERSEDES STANDARD PLAN A73C DATED JULY 1,1999 -PAGE 25 OF THE STANDARD PLANS BOOK DATED JULY 1999 REVISED STANDARD PLAN RSP A73C I I 2 a'RAW] NG o Al Rcx,oid Dr ptaN s 3I`Ir 5 0 C, - n!o i3 3• > SHOULD CONSTRUCTION OF THE REQUIRED CiTY OF FO TANA, CALIFOR A o a BASIS OF BEADINGS: IMPROVEMENTSQROFEssoti ;�AA NOT COMMENCE WITHIN TWO o sc�l� q -, -1& -Ince �HORIZONTAL CONTROL PLAN DETAILS C The bases of bearings for this drawing is the line _ - YEARS OF THE DATE OF APPROVAL SHOWN HEREON Civil Engineering -Planning -Surveying Public Works between the NW Cor. Sec. 25, R6W, T1 N (Pt. 61) and w o rn ., DRAWN BY: !�� SCALE: `�' o the Northern quarter car. of said sec. 25 AND CARRIED FORTH IN A DILIGENT MANNER, THE NO. 37167 m 9130 Anaheim Pl., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MFP SUMMIT AVENUE N Northerly q (pt 84).Said g 1 »_1 00' bearing is N 89'44'05" E as shown on RS 30/58-60. CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 06/30/0 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: FROM BEECH TO LYTLE CRECK DATE: REV. PLANS TO BRING THEM INTO CONFORMANCE WITH q�.oF►vt`�o��' �,,�G21 _o RSB , MAY 2004 0 CA S �% y CHECKED BY: �RovEO DWG. NO.: Z REVISION DESCRIPTION DATE ENGR. CITY DATE; STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: DTS -0CA DA z� 3389 $ o .. 10 �o NOTES O L The retroref fictive sheeting used on the back of delineator shall be a minlmml size of 15 mm x 75 wL 2. The type of delineator to be Installed will be designated on i the plans, 8 3. At barricade stripes shill be retroreflecthve. Z 4. See Standard Plan A73B for Metal Post Details. V a V n STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DELINEATORS, CHANNELIZERS AND BARRICADES NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP A73C DATED OCTOBER 26,2000 SUPERSEDES STANDARD PLAN A73C DATED JULY 1,1999 -PAGE 25 OF THE STANDARD PLANS BOOK DATED JULY 1999 REVISED STANDARD PLAN RSP A73C I I 2 a'RAW] NG o Al Rcx,oid Dr ptaN s 3I`Ir 5 0 C, - n!o i3 3• > SHOULD CONSTRUCTION OF THE REQUIRED CiTY OF FO TANA, CALIFOR A o a BASIS OF BEADINGS: IMPROVEMENTSQROFEssoti ;�AA NOT COMMENCE WITHIN TWO o sc�l� q -, -1& -Ince �HORIZONTAL CONTROL PLAN DETAILS C The bases of bearings for this drawing is the line _ - YEARS OF THE DATE OF APPROVAL SHOWN HEREON Civil Engineering -Planning -Surveying Public Works between the NW Cor. Sec. 25, R6W, T1 N (Pt. 61) and w o rn ., DRAWN BY: !�� SCALE: `�' o the Northern quarter car. of said sec. 25 AND CARRIED FORTH IN A DILIGENT MANNER, THE NO. 37167 m 9130 Anaheim Pl., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MFP SUMMIT AVENUE N Northerly q (pt 84).Said g 1 »_1 00' bearing is N 89'44'05" E as shown on RS 30/58-60. CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 06/30/0 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: FROM BEECH TO LYTLE CRECK DATE: REV. PLANS TO BRING THEM INTO CONFORMANCE WITH q�.oF►vt`�o��' �,,�G21 _o RSB , MAY 2004 0 CA S �% y CHECKED BY: �RovEO DWG. NO.: Z REVISION DESCRIPTION DATE ENGR. CITY DATE; STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: DTS -0CA DA z� 3389 $ o .. 10 �o