Loading...
HomeMy WebLinkAbout5733-1OLEANDER AVENUE SEE SHEET 2 I, I irl " 14 1 3 - 9 1 3 2' J-/ 5 9 1 5 9 I 5 4 '1 o +I 00 a V - F N tH t7T o H iI o �L � Ln O H LO tIwn ZZ n p o +ItD co � N D) 7M 0)Nn 00 ONN.N00O XQU Myjt M) Q + +z W v N N ONNNOI NN< I I j 10 Olr� rnuN N 0) rn I iN 14' 1117' 0 wZ O 00 OD D d OHN W n ! dcn 0N N 0cn n N 04ccn NI P O ~N- ~XISTING GURND UR/W - �- R/W_ - 3 150' N v, 3 50 59 - 4 12 N 2 4 50' I 2 1 n 50' V— Lv 3 AND 22 00 23+00—} ih 2 00 1 5+0(� 250' /6+00- "� 1 27+00 120' N89'419'01"E + 1 13 150 1 13 I- �� J- c�t-RW 1 ap50'150"EXISTINCURB 3�N� XISi1NG CURB AND -__ GUTTER�. {I I 15' 11' 13' +I H �I ii •H }I Q {{ �^ I N M�F v v,�- - ,I �� 1 �^ �..v �z Y NtQi M �<ELU m^Qo N (n X N h 19' 20" �¢ d d U o + ,� I + p N W N N -�-IGL'fm ^QU N N v= N I-~ M N M n 0_' Ln n v Ln zz 0191-011 21 wa n l I 1 N 0 I .. o I 0190-051-14 1 N `' O I N cnrn o Q cD�� Q Q I N Q ZN I ¢ 1 I I . I rn rQ- w p IQ- � 0, 32' N- N 00 00 t H v� F M 7 O I F• m o a I o ¢ 1 0 o Nm� cn I N I ND:D_D_ cn N�o cnom°' cnm °' Gig °' c~i,��°' 5 5 I I 1 9 1 3 O 1 O 1 0 2 O I If I' :1 0190-051-11 SEE 8FEET 2 FOOTHILL CYPRESS AVENUE I I 9 1 3 30 34 -I -{ 3 1 3 3 GO 3 3 a -Hj� M LO co V v M V v N Nv0190-081-37 M rpi i Q I ¢ I Q O sir V) �of N —R/W - - - - CURB 3+00 29+00 iv n 30+00 DROPOSED MEDIAN 1� OOTHILL BOULEVARD CL ` 12 - N r 7 -- -—R/W--- -- � ^ ^ z 1 1 I L0 -H ^ ^ I M V co 0 00 V v OD O OD II ^ c^ N _W N v_ °' Q I Q 1 I 1 g 2 1 ( 1 ^ p^ � -H � Q CO W Q U o- 10 O .Ui n IIn v M M �¢ OI M 0190-081-44 M w to¢ I a ¢�� °' QI d1 Q w 1 En EnU)rof0No I Enm O O -----R/W- f - s- 3 N XIST NG CURB 3 31+00 32+ 0 h iv n 33+00 34- Q o �N89-48.59"E - (n w 120' GA 47' GAP 1 �J m 1 5 — ^ . — / — _Z Ld N J UJ N U n 0000 I^ V N O M N N + �� N¢ vO + ii co I +I N ^ 1 Nv O I N� O 0) M� CD I I VAR �I Oti• �� cn o �� Of N1Of o o 1-N� �� i` 30' 20'-I F O O ND:V N� cn I I N I I 3 1 8 I I I 4 BOULEVARD 1 1 11 DATE STREET ,EXISTING CURB AND GUTTER 3 = °wMx r F-- N ¢ N L2 0191-061-27 tom+ M Q M O rn q i V) rn I 1 9 o I 0191-061-17 p OU I O N NQ ^ I MNF + + to Ln<< N + QN N d• I N �W I I v Q 61 �Z NV) www o (1)m0 O PP_ . b• r T7 I v a co > 45+00 N r iD 4 +00 N N -z_ v - -R/W ' - 00 O O 2(=( M pY z N i•.0 c0 -"- -- (D Q 00 N .- U M O .. •H n t1 F -H ¢ +I +I O + + t 0z I + ¢a t Qv+ ¢ O U O N (D " N ¢ ITN t•D ^U 00 N M F? m M M Mwo KO M�o MU MU Go Go M rn M� I N I I my n tOQ d z + M Nn¢U N+z M (D KD W ND n "x n " v .-. + •.• + + �. 0191-061-31 N Ux Q + I +^¢ + zN I o O I N n l M Z rn O .. 0191-091-19 1¢ "a ¢ a a ci I Q ZN a I N d I l Imo' °- I, z 3 Q I Q I Q I rn 0191-091-40 m 0191-091-32 z n l o v �m �W o f F- �w f� N- vm H rn I ., 20,E H n N- � m o d I d a I In ¢ a I N I Q d oz I (n to 41UD O NOm fnmO(n0I ElfI NIY (n of Nw W ~n ~ �Nd H W H*m I-CD00 HZp 5 5 1 4 3 1 3 A ?_ ` _, a?1' 1 9 O 1 O (n m N w wa cn m cn 0' O OY N 0_' ce N w-5 W STRIPING CONSTRUCTION NOTES: STRIPING CONSTRUCTION NOTES (CONT.): FOOTHILL O1 APPLY THERMOPLASTIC, 8" SOLID WHITE CHANNELIZING STRIPE PER CA. MUTCD 2014, 1© APPLY THERMOPLASTIC, 4' SOLID WHITE LANE STRIPE, FIG. 3A-112 (CA), DETAIL 38. 13 APPLY THERMOPLASTIC, 4" DOUBLE YELLOW STRIPE PER O2 APPLY THERMOPLASTIC 12" SOLID ' 18 20 0190-081-29 U I N U N N v a to ^� j ¢ o N N `n , M v d• O O U N Q n 4m v M Z (D Z I O C4 I I + t v + I } ^N } } ¢ 0_ N + O N + } ¢ N N +^ +^ + M v_ M �_�.. M y co OI M M Q M y M U I M 1�-2< x CO r �0 m W O N U Q O o to `-'o I (n o M 0 OI M I M I I 0 Q I ¢ I Q I rn ¢ Q 1 ¢ 1 ¢ cD °' ¢ I N Q Z cn �' ¢ m ¢ Q p z 1- to coFI- co F F-n HO I F•MOI-*m FmOo 1- O Ind' cn 0' cn d' O cn cn it Nd' NW Nd'o NOm NU o cn NxJ O I O O� -- - - RW 1(3)I{20) I - - - / 2 � -R/W - - p N ii Q -H -H r r7 I to M ,n v co `"' n (D Q O+ N + � ^ + d 01�90-121-11 ± 0 1 � v � NO I (n W N Nw -H a 1 �U t v Of ¢ I N it 0190-121-69 -1•I O O + z N I O _rn N O W J 14- C' - - - - I Pt0 I � ' — �� P. I XISTING � CURB— < �/�` _ 3 «. 50' 12 2 1 50, i� 200' N 3 XISTING CURB N 3 N � ; 00 ROPOSED MEDIAN 35+00 n n36+00 � 37+00 38+00 1 250 39+0 1 40+00 \ J 120' GAP 41+00 iv n 42+00 43+0 " n 44+�0 d m N819'48 95 - T 251111-7 _ 13 13 - - I- - .- �T _�- 120' GAP TS N89'48 00 E Z Q _ 1 a 50' 50' T '� ROPOSED MEDIAN M OOTHILL BOULEVARD CL _ PFF(POSED CURB J W AND GUTTER i d' � iv 12 12 N � 3 N n N _ 200' 7O� N N 3 ROPOSED CURB AND GUTTER N 3 N - 2 z 3 o I I +I a I N i1 ¢ -H(18) (20') i }I -H OUTSIDE OF STRIPING. WHITE CROSSWALK LINE,2 W 1IDE MEASURED FROM CA. MUTCD 2014, FIG. 3A-107(CA), DETAIL 29. O3 APPLY THERMOPLASTIC, 6" SOLID WHITE BIKE LANE STRIPE PER CA. MUTCD 2014, 14 SANDBLAST ALL EXISTING CONFLICTING STRIPING AS REQUIRED. FIG. 3A-112 (CA), DETAIL 39. ® APPLY THERMOPLASTIC, 4" WHITE LANE STRIPE PER CA. MUTCD 2014, FIG. 3A-102 (CA), DETAIL 14A. SIGNING CONSTRUCTION NOTES: O5 APPLY THERMOPLASTIC, TYPE IV (R) OR (L) ARROW AS SHOWN PER CA. MUTCD 2014, FIG. 3B-24 (CA). 1 O FURNISH AND INSTALL SIGN AS NOTED. © APPLY THERMOPLASTIC, 12" SOLID WHITE LIMIT LINE. O REMOVE AND REPLACE EXISTING SIGN AS NOTED. O APPLY THERMOPLASTIC, 6" WHITE BIKE LANE INTERSECTION STRIPE PER O PROTECTED SIGN IN PLACE AS NOTED. CA. MUTCD 2014, FIG. 3A-112 (CA), DETAIL 39A. ® APPLY THERMOPLASTIC, O4 PAVEMENT LEGEND AS SHOWN REMOVE AND RELOCATED EXISTING SIGN AS NOTED. PER CA MUTCD 2014, FIG. 36-23 (CA). O9 APPLY THERMOPLASTIC, BICYCLE LANE SYMBOL AND ARROW PER CA. MUTCD 2014, FIG. 911 (CA), 11 APPLY THERMOPLASTIC, 4" YELLOW TWO-WAY LEFT TURN LANES STRIPE PER CA. MUTCD 2014, FIG 3A-108 CA DETAIL 32 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION o NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG E == ME MINEM - ---mmmm - - ---- BOULEVARD SIGN LEGEND SIGN DESCRIPTION (w»xh») SIGN DESCRIPTION (w»xi SIGN DESCRIPTION (w» xi(w»xh») SIGN DESCRIPTION SIGN DESCRIPTION (w xh ) R1-1 (36X36) R4-7 (24X30) R9-3 (18X18) COMMERCIAL OVER�jTONS PROHIBITED R31i (24X24) OM2-1H(CA) (12X6) SPEED J 415 R2-1 (30X36) ONE WAY R6-1(R) (54X18) I iSf6APNMyNG TIME R26(S)(CA) (12X18) 81KE LANE a R81(CA) (24X18) . W3-1(CA) (30X30) BEGIN RIGHT TURN LANE YIELD TO At R4-4 36X30 ( ) I PARKING BIKE LAME R7-9A CA 12X18 ( ) ( ) �GPPING !`ANNY TI"E R28(S)(CA)(L)(R) (12X18) BEGIN R81A(CA) (12X5) TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE A 2305 CHICAGO AVENUE SIGNING AND STRIPING IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE y �� 4- RIVERSIDE, CA 92507 WITHIN TWO YEARS OF THE DATE OF ~ u (951) 680-0440 FO011-IILL BOULEVARD APPROVAL SHOWN HEREON AND CARRIED No.59984 EKING FAx (951) 680-0490 FORTH IN A DILIGENT MANNER, THE CITY 59•9-M-18 OLEANDER AVENUE TO 600' EAST ENGINEER MAY REQUIRE REVISIONS TO ccviv �1 9'12 f /$ THE PLANS TO BRING THEM INTO OF c^%F TERR M. RENNER R.C.E. No. 69984 OF CYPRESS AVENUE CONFORMANCE WITH CONDITIONS AND EXPIRES:9-30-18 STANDARDS IN EFFECT. SCALE: 1" = 40' GRAPHIC SCALE (IN FEET) 1 INCH = 40 FEET CITY OF FONTANA, CALIFORNIA SIGNING/STRIPING PLANS SAF FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS AS SHOWN SIGNING/STRIPING PLAN DATE Ste'' _ A. 22+37A T STA. 45+33f SEP.2018 APPROVHf"BY: DATE DRAWNG ND- 1 T� CITY ENO arc N., `- 11sg/ 573g V