Loading...
HomeMy WebLinkAbout1509 _ �. STREET IMPROVEMENT Y r j C • .. I F:fir,'- E- LA It jam...„”. t1 FROM ± 420 FT. WEST OF LOCUST AVENUE TQ ±1250 FT. EAST OFLOCUST AVENUE 4 ' h• i . _ r• > CALTRANS GENERA! NOTES: 1. All work within the State right-of-way shall conform to the State Standard Plans and Specifications dated January 1992 or as directed by the State's representative. (Standards other than State Standards must be pre-approved). 2• No equipment or materials may be stored on the State right-of-way. 3. Where survey monuments exist, such monuments shall be protected or shall be referenced and reset pursuant to Business and Professions Code. • NO. A/WSection 8700 to 8805 (Land Surveyor's Act). SO. R/W 4. -The pavement must be saw-cut 2' minimum from the edge of pavement. The FFUTU T. SITE sflw-cl t� "rlst be perpendicular or parallel to the State highway cente.iine. o: S. All signing striping and pavement markings shall be in conformance with the current edition of the Traffic manual, published by the State of FOOTHILL FW Y , W California Department of Transportation, and the Special Provisions. All 44 pavement markings shall be thermoplastic unless otherwise noted on the X plans. HIGHLAND *N. AVE. 2 2 10 1.0 6. The exact location of all signs (if any) shall be determined in the field � o: w VAR. 3 VAR. 22� 45� by the State's representative. 'n Ui AC RAVING N 'O7. An encroachment permit is required from CalTrans before any work may x 1.0 )i begin in or near the State right-of-way. VICTORIA PK VICTORIA ST. w Elft3T A.C.PAVINe8. All conflicting striping and pavement markings not shown on the plans � >t� 2 `- shall be removed from the pavement by sandblasting by the contractor. S.P.R•R. �QI(VXIST. 2.1 ,� ( Special Provisions). Q D Mq 0 5 /. 1 wAR. 9 l 1 All conflicting signv (if any) shall be either removed or relocated by 1 the contractor. Relocatable signs shall be installed as specified on the BASELINE ROAD plans oras determined in the field by the State's representative. _ z MtA�! tilllR. ---- s Y I DE TAIL A 10. All signs, roadside markers, electroliers, etc., shall be protected NOTES. J W 1 W NTS and/or replaced in-kind according to the State Standard Plans and the Z current Traffic Manual, at no cost to the State. ' CONTACT UNDERGROUND ALERT 1-800-422-4133 ANL THE FOLLOWING UTILITY J x SEE DETAIL "A" ' ' VAR. LNL7 I COMPANIES AS REQUIRED. 2 WORKING DAYS PRIOR TO EXCAVATION: QC Q M NT WIDTH '3 aHOULDER W f.. TO THIS POI N 2, Be I1. The structural section shown within the State ti N 2 2 right of way is for estimating purposes only. ORD. The actual section WILL BE designed b a soil W � NATURAL GROUND OR�U9(3RAD1e NATER/AL g y HIGHLAND AVE. TVP. X SECTION NEW PAVEMENT s�� (95.4 ANN• RELATIVE OMPACTION) Engineer after native soil testing has been 1 p CUCAMONGACO. ® �i completed. A traffic index (TI) of CO WATER DISTRICT FOOTHILL BLVD. _ e�l E:1MAx• P.O. BIN 638 desibe gn. inthedesign of the travelled wader """""'""�" � b T a• � , JOIN EXIST.GRADE s and a TI of 7 shall be used for the shoulder N.T.S f g laboratory reports and the design calculations shall be submitted to the RANCHO CUCAMONGA, CA 91730-0638 state's representative for approval prior to TTN: JIM CLINE - 9O9-987-2591 construction of the structural section. REDWOOD D AVE. 12. The contractor shall be responsible for 7951 REDWOO 0. CEDISON CO. VICINITY MAP EDGE OF PAVEMENT DETAIL ensuring that any State drainage facility ONTANA, CA 92336 ` NTS which is connected to or directly affectd by STEVE CRONK (WEST OF HAVEN) HAL STEWART (EAST OF HAVEN) NTS the contractors operation shall be clean and 909-357-6221 909-357-6231 operational prior to final acceptance of the permit work by the State. Adequate clean- S0. CALIFORNIA GAS CO. outs and access openings shall be provided in ' P.O. BOX 97 SAN DIMAS, CA 91773 ATTN: RICH ISAACS/DAN RENOLER - 909-394-3835 GENERAL TELEPHONE CO. CONSTRUCTION NOTES : 585-A N. MOUNTAIN AVE. UPLAND, CA 91786 OI CONST. 4"A.C. PAVEMENT OVER 4"A.B. PAINT 12" SOLID WHITE DIAGONAL 45040' ATTN: JOE MITCHELL (CUC/ALT) ICHARD OLSEN (ETIWANDA) "qV FOG SEAL NEW AND EXISTING-SURFACE . O.C.O 909-949-8208 909-946-2985 O3 SAW CUT DESCRIPTION OF REVISION DATE PITY SIMMONS CABLE T.V. Q REMOVE/ REPLACE PORTION OF GUARD RAIL. � APPROVED 9524 19TH ST. RANCHO CUCManNGA, CA 91737 O INSTALL R-26 (S) SIGN (18"X12") CITY OF RANCHO CUCAMONGA ATTN: REX FAKHOURI - 9O9-987-7122 O8 INSTALL R-18 SIGN 9 INSTALL W-15 SIGN I INSTALL R-26A SIGN (36") . II PROTECT IN PLACE PAINT 4" DOUBLE SOLID YELLOW STRIPE DETAIL NO. 22OQ�ofESS/p�q� 14 ' 3 PAINT 8" SOLID WHITE STRIPE , DETAIL, IJO � 8 DOSE • �� TITLE SHEET ' PAINT 4" SOLID WHITE STRIPE , OG7AlL NO. 21y' \ • �5 PAINT WHITE ARROW TYPE IV (R) PER CALTRANS STD �3 No. 24953 x- 7 ' @ PAINT WHITE ARROW T 31-9 YPE IV (L) PER CALTRANS STD � Exp. APPROVED BY: DATE: �\ © INSTALL TYPE "P" (RT) MARKER PER CALTRANS STD. CITY ENGINES 'I h!, IIZ RC.E N0. 24953 Ut CIVI1. \P INSTALL TYPE "L" MARKER PER RECOMMENDED qjf OF CAUf�� DESIGN ® INSTALL W-81 SIGN RD *& M.0.3-1A4 • ® RELOCATE EXIft. TYPE"L" OR "F" MARKER DRAWN SHEET Flom: * PAINT DOUBLE LEFT EDGE LINE DETAIL NO. 29 RD I OF 7 3�E DRAWING NO R6MOV� �C1�r1G *17-*17-1" /4 1r1D N1Cl�fi ,�� INSTALL W 56 SIGN AND TYPE" CHECKED R.C.E. NO t0� j'0 F06 5L 2 INSTALL W73 A J.S. DATE FILE NO 50 BENCH MARK NO, 1000 2" BRASS DISK TOP OF HEAD WALL AT STA. 4+27 , 27' LT. STAMPED RANCHO CUCAMONGA BM 1987 10070 , EL. 1446.11 PROPOSED E.P. 7 SEE X-SECTIONS t� �A� �a : �' 1kk 145 �� e�• -. k AF PAVVIM6 T • L5115TIYl6 \ L 1`� fII EDGE OF PAvEITprTT �► + PRnPOSED E.P. r IC r '� SEE X-SECTIONS 1440 k _ tr- -1445 °� 0 . v \ 1440 TDP of E)(IS'fR'16 SdUTti 0U96GOLTH age �b TorOF —• ---.. Exl�nrl® 144 .� 1440 PROFILE SCALE � HORIZ. • I = 401 4 , 63 VERT. 1' = 4' 10 11 1 13 14 Z PLAN SCALE o V TR. 13919 N ' „ a - � b 1 � �` w o qo or7 cn 16 f s r R = 35' R = Z9 s L -54.01& N L 54.9P' N 3 t _ . t� � � T - 36.00 T TR. 13812 ; N b EMOVE PORTION OF G.RAIL ; 4 r (� x IL DURING CONST. AS NECES- f# �h Z SARY AND REPLACE AF- 8 ` H Q C 44 p �- TER. + r' 9 6 _ O F.L. o R/W DEDICATED Z 6 �i Ifs 7 + �. PER TR. 13812 _ Q GRADE TO DRAlN / �` �� .�• EXIST NORTH f�lV LINE F.L. `� � kEFER TO GRADING PLAN � / J O c '� _n I- G _ --T - -- —, h fn GRADE ZD DRAIN Y 9 _ (n I Q ,G. G U�( C�X IST} -to, + REFER TO GRADING PLAN + 4' IO R G �x Crsxl6-r) — _ r — r. t 440) ens 1 ►- . -77 K.ST. E.P. R/W(BEFORE DEDICATION) ` STA.4+18 B.M.LOC. / �/ p N' EXIST. E.P. �'J N 3 ; c� N I 2 _ , 0 2 a 2 .. EL.1446.11 ,, /�� I 3 HIGHLAND AVENUE_ _ // / 2 ( STATE '' HIGHWAY 30 ) N `E WNSTRUGTION —W w i / w - --- - -.� �i; _ 7 � —�- FOG SEAL LIMIT / A/ U FOG `� � " FOG SEAL LIMIT g g y, SEAL LIMIT �f9 - fK i W W FX16T. SOWTH 91W UNE g g fs� � u EXIST. SOUTH R�W L1NE � J _-sst�s x I w Z Z W W w x I � W + " I CONSTRUCTION NOTES I _ V J@ CONST. 4I I A.C. PAVEMENT OVER 4«A.B. I I PROTECT IN PLACE DESCRIPTION OF REVISION DATE APPCITY ROVED 0 'QO2 FOG SEAL NEWANID EXISTING•SURFA.CE O3 SAWCUT CITY OF RANCHO CUCAMONGA -® Move/Rer ACS f'ormog or gaAKD "IA STREET IMPROVEMENT PLAN FOR NOTE O7 INSTALL R-26 (S) SIGN (18"X12'1) APPROVAL AND PERMIT MUST M 5EG.IRED FROM GAL- Q INSTALL R-18 SIGN HIGHLAND AVENUE - t420FT WEST & `- 1250FT EAST TRANS FOR CON5TRUGTI0N IN 141614LAND AVE. AND Q INSTALL W-15SIGN (36")11 THE FUTURE FOOTHILL FREEWAY. OF LOCUST AVENUE 10 INSTALL R-26A SIGN �o R FESSIp / )OSE lftE SHEET 3 rOK wrKi P(nG Iv An t� 5IGn(nG MAn 3 No. 24953 APPROVED BY. � DATE:?r-l� Exp 11411:11- ! CITY ENGINEER/_" ,k C/ c ` //����� RC.E N0. 24953 DESIGN RECOMMENDED sl Club M.03'k-Q 's'TE or cRD DRAWN SHEET RD 2 - of 7 • OV5 �I*TW6 ­I�ek7' ARP PAVe M55 11 4,II CHECKED _ DRAWINQ NO PROJECT SHEET NO.--,--OF N'LY. R/W E.P. CL E.P. S'LY. R/W I N'LY. R/W EXIST. E.P. (TYP.) � T.C. S'LY. R/W 37.00' 22.00' 22.00' 19.00' 3T.00 22.001 22-001 $ a (TYP.) (TYP.) (TYP.) o o w 16.40' EXIST. SURFACE f' w P v I.0' / (TYP.) �' 2:1 MAXq TYP.) > \3a (TYP.) 48.00 50.00 O P 46.00 - - ------ - - ------- 148.00 6:1 SLOPE F.L. 3� 51 5 % SLOPE SHIOULDER YP.) (TYP.) STA. 3 + 50 (TYP.) STA. 7+00 I JOIN EXISTINGGRADE (TYP.) 19.89 2:1 MAX. (TYP.) y 48.00 fj 1 50 46.00 /,- -- -_.------ ---- - - - - - ------- - - 48 - -- - -- - ----_-r \ i STA. 4+00 DITCH i STA. T+50 f 24.00' 0 V6 r SO f- - r ti 48.00 - 4s --- 46.0048 rq � •fit r0 46.00 - -` --- v \\ // �V 48.96 DITCH--------,/ EXIST. E.P.(TYP.)A. 4+50 TC i STA. 8 +00 37.00' 22.00 22.00' 19.00' ° (TYP.) (TYP.) (TYP.) (TYP-) o A4. _2.42 1.0'(TYP.) i 24.001 47.42 w w 47.59 ' 52 I \ r JOIN EXIST. GRADE _ '� .► E:I MAX(TYP.) 50 N. 48.00 -BXI57. p, - _- -- I (TYP.) '-- ."-- - _ Am 46.00 Flzn►�sED �UAGC - - 48 46.x6/' 5 5° SLOPE Sr4OUL-DER(TYP.) 6:1 SLOPE FLOW LINE 3' (TYP.) STA. 5+00 h° STA. 8+50 ti h 5.92 53 24.00 NZ 3 $ � �• 44.20 48.12 0 51 - ' A r P V P P• F __ 49.00 ,, 49 sa 1.41% - - - --- 47.00 - - -.� - -_� 47 - STA. 5 +50 STA. 9+00 9.41' h� 48.68 o r - _ w ° 44.43 r SI - � s n m 49.00 49- -- - 1.77°/(p - -- -- - - 47.00 47 48.07 48 IL/�'J STA. 6+00 STA . 9+50 -- - - - -- - --- 29.50 41' 12.91' o 24.00' O49.04 � � b 49.22 50 _ ' CITY •, DESCRIPTION OF REVISION DATE APP OVED 1.41 - �- -� 48.00 s. _ __- 48 CITY OF RANCHO CUCAMONGA __J - -- - - 47.00 46 .8.16 47.19 GRADING PLAN STA. 6+50 STA . 10- 00 HIGHLAND AVENUE 420FT. WEST & 1250FT. EAST OF LOCUST AVE. NOTES: �9 j,-)EPL, N OR. I'■ IO' �\/ �. o2Lr APPROVED BY: DATE: ID CONST. 4 A.C.PAVEMENT OVER 4 A. B. SCALE : H �� �3 CITY ENGINEER R.C.E. N0.24953 No, 249_ DESIGN RECOMMENDED SAWCUT VER. Ir a 9' Z R rn6� Exr, ��-9� �` D M.03-c-Q� CIVIL ,1a DRAWN SHEET - R.D. 4 OF 7 CHECKED DRAWING NO R.C.E. NO J•S• DATE FILE NO -AO N ILY. R/W SILY. R/W PROPOSED E.P. EXIST. E.P. T.C. _29.50- I 22.001 22.001 19.001 .(TYP.) (TYP.) (TYP.) 1 IN EXIST. G ADE 22.221 3 6.00 /.lbo (TYP.)(TYP ) Ie� a717 1 tiPROPOSED A.C. I .0 TYP. Rb. pyo 1 46.eo'-+ -- -- 9.16 -- -- lb lo�i 4T I _ SURFACE EXIST. A.C. SURFACE - � - _- 1 64° 38 37.39 2:1 MAX. (TYP.) 4 (TYP.) 36 45.41 5' S% SLOPE SHOULDER 6:1 SLOPE P.L. 3 (TYP ) --- 36.63 (TVP.) 10+ SO 14+00 29.501 p� 20.06' 11 46.16 p0 1 �-- _ Re 45.81 p?'� by ti!r 8.54 46 ah. A to I.T3 37 L- 11+00 0 36 32<1 4441.40 33 35.46 14+SO 29.501 17.901 7.91 t b R Mp• 44.66 35.63 4 V F- _ �� b. 35 73 ` -- 1.64 _ _ �j - - - - 2.0°,6_ 3h +'hS 43 _ 34 44.1! - 35.0 11+50 13+00 29.130' M� ` �M 15.74! ° a - �h�°36 7.28' h72 Q A 44 43.42 P� 35.27 4 1-5 42 34 42.96 34.41 12+00 15+50 24.00 bo 6.661 Zq�p �' (3,58 35.19 35.05 ��42.25 b h F-- R � 'S-�O wpb p�� 33 �_e 2.ICP/o 'b - 1.77 � - 41 33 34.43 41.49 12+30 16+00 19.0011-42 1 1 6.041 k0 O 4 1 tie 40.50 ° 3 34.70 -Q' 33 - --- M F --sa° tw 39 33 3l.T4 64.04 13 +00 16+50 16.00' 9.781 1 39 38.72 3e. 35 R DESCRIPTION OF REVISION DATE CITY APPROVED - -- - - h' 34.42 O ti IT OF RANCHO CAMONGA 37 13+50 33 33.6°1 GRADING PLAN 17+00 HIGHLAND AVENUE 420FT. WEST a 125OFT. EAST OF LOCUST AV. �OSE/Py�F,yG/� NOTES: 11 �� � N0. 24953 � APPROVED BY: . DATE: OI CONST. 4 A.C. PAVEMENT OVER 4 A.6. 12.31_537 , Exp CITY ENGINEER R.C.E. N0. 24953 OSAW CUT II \tet �P DESIGN RECOMMENDED SCALE: HOR . 111= 101 CIVI` VER . 1 2 �or: C1 . nuF� R.D. W&� �M.0.31 � = DRAWN SHEET R.D. 5-OF 7 CHECKED DRAWING NO _ Rt E. NO- DATE O DATE FILE NO i N'LY R/W EXIST. E.P. �, T.C. S'LY R/W 16.00' 22.00' 22-00 19.00' (TYP.) (TYP.) (TYP.) (TYP.) N'LY 8'LY 3 PROPOSED E P. 1 b'TYP. 0.41 4 { 2'1 MAX. 4.79 a 3 �� 33 �" '2 4 a 1.45 �•/a 4� 1.95%` EXIST. A.C.SURFACE — 33 31 55% SLOPE SHOJLDER(TYP.) 31.'6 6:1 SLOPE F L. (TYP.) 3' 17+50 21+00 4.16' 35 __ J3 s3g — IA" 33 310 b h 1-64*/W _ V," 0. 1.64% Z— —_j 33 31b 31.ss 33.32 7 18+00 21+50 33 34 n: a 1.50% —— \ — —— 1.73% 32 31 - --- - 33.0 18+50 22+00 2.9116 ' a 34 3 33 E2 173% _ ry� 32 123 32 30 s2.T6 , 19+00 22+50 2_29' 34 8 1.73° Z-1 32 32.63 19+50 1.66' 1 33 �� 33' i 31 11 32 24 20+00 1.03 9 3 33 \ ---' DESCRIPTION OF REVISION DATE s1., CITY 31 APPROVED CITY OF RANCHO CUCAMONGA 20+50 GRADING PLAN' HIGHLAND AVENUE NOTES: 420 FT. WEST a 1250 FT. EAST OF LOCUST AV. UI CONST. 4"A.C. OVER 4" A.B 0 SAWCUT jOSE�O� X01 APPROVED BY: _ DATE: CITY ENGINEE iL� RCE. N0. 24953 No. 24953 n I 1-2-31.47 DESIGN L/ RECOMMENDED SCALE' HOR. I = 10 E"D ��` R.D. 440 'M.0.3'� VER. I"= Z' Jlgj CIVIC ��?�� DRAWN SHEET E OF mW R.D. 6 of 7 CHECKED DRAWING N0. R.0 E. NO O J'S DATE FILE NO c I I SPECIAL CONST. SIGN NOTE: LOCUST AVE. ORANGE BACKGROUND INSTALL TWO SPECIAL CONST. CLOSED 6 BLACK LETTER SIGN AT FOLLOWING LOCATION: TIME: —to- 1) IME: to1) 200 E/0 ETIWANDA DATE: to 2) 200 E/0 ROCKROSE USE ROCKROSE AVE. r -9100 r -- > 1 u l:X t5T pOI,tSLZ- YELLvw ukE + .. .. „ O v R/w 'EXIST. soLt P WHITE EDGE L.IN _ o � o EXIST•4"soW v W441TF tel? url� .. .,. .. .� Y�O IAO ec z D RAI L GXt`yt�uP r.�YAW W45 �? 3 FJXtS(. Gc1aR PIzOP�i>;D E.v Pow �'!J�� pELIN�A(b�� ry�� - m -i >� yr+ ci . 0 0 n rl a p _D ❑ --- - - - - - - - - - -- - -- - - - - -t---- -- - � -- __. -. --- -_ __ __ - - - - - - -- - - - - - --- - - - -- `3A`NC,cJT -� -- - - - - - -- - - ;N - -- ?ACKr) � K17- -- - - -- _S2 �.�ExI�iT9o�rDWµrTI; UD�t; utilrr-- -- - - - --- - - - - --- - - -...._- - _. -- -. r �- _. - - - - - - - - - --- - -�- - --- - - -..-. w- �� �I N _ _ - - - - - - ! —- - -- - �. _- �-- ___ _ _____�____ - _____=_-�I� - �_��'..• • • • �-- -� -t--•t- - --- --- --�-- -- --- G 20 C�')i fn _�- sav�u!__=__ - - - - - - - � - - - -• - ivy. � - - - --- - - - -- - — - 'IIII3400 _— — _ —_— —— =— _ �SQO— — — 8100 - - - T -- -- -S A -- _ - — 1144 T - - - - -- _ — -- — ----- -- -- -- — -- -- N _ 000-0 t00 + Y 1 +00 O 124 ; . —_ _ — —� —� - _ � �_�-•_ _ __ --_ _ _— --- — — — -- — — 18400 - ---- - - - - - - - - _ _ _ _ 12'MIS► - - - - - --- --_ TYr. TItIet1 ►a1E(�secrlorl `� 12MIr1 Ig uv Yr-uow c"Tw uqs ' • 12 min. • • "- - ---'1�-` - --- - - axb�,�. I _ .— _ ,g-- � S . 40--POL,In w44176 GIS I► GIb4Wa(40) lod' Msec. C/G �\ C.Ir, -- ------ - ---- -- -- - - --- --- -- - - - - - -- r r am rNee a• looM^x. gp10.G nL t N TAPER Imo, HIGHLAND m AVENUE �I Sn • ( STATE RTE. 30) W r WEEK DAY TRAFFIC CONTROL. PLAN v 0 > SCALE: 10040' IN K EXIST. DOUBLE YELLOW 0 t + EXIST. 4�� SOLiD WHITE EDGE LINE aH R/W EXIST.SOLID DOUBLE YELLOW LINE-? Ir x U R/W EXIST. SOLID WHITE EDGE LINE WORK AREA POST TUBE DELINEATORS in aiW M - w �� _ drw + z t V -��riXl�Jj. rvllA4Zill� FUTURE E.P. WO rn \ , -.- -' E. t _ \ _ �_� ` n n n_a n n fl _°_° -a ¢ ��. �� �`_ « - f - r<< - �' �/` 1.i �� �G _-�� E.P. EX _ - - - - - - __ _ - _ _ _ -. _ _ - - - [ Nr -- -EXIST SOLID WHITE EDGE LINE �_-_---- SAWCUT- • - SAWCUT --- -- -- - -- _. _ -, --- r---- -_- - - - - - - - 9+00 14+00 N 11+00 8fi00 / o'Maxr5+00 6+00 -7100a+oo fi -4 — - - - - - N h J \ C/G C/G S EXIST. SOLID YELLOW CENTER LINE 'E'XI`T 4" SJLIt� VJ{�I1fi �_ \ � .� ..�. R I —R/W �R/W M HIGHLAND m AVENUE M 200' { N +� CID! - /000Lj +! .� ( STATE ROUTE 30) � Q i c~n NIGHT AND WEEKEND NON CONSTRUCTION DETOUR NOTES: TRAFFIC CONTROL. PLAN 0 1. THIS PLAN DOES NOT APPLY WHFRE THERE ARE EMERGENCY 5. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A Jj CONDITIONS. UNDER EMERGENCY CONDITIONS, EQUIPMENT AND TAPER SHOULD BE APPROXIMATELY EQUAL IN FEET TO THE DESCRIPTION OF REVISION DATE CITY PERSONNEL WHICH ARF. AVAII.AAI.E SHOULD HE UTILIZED TO , SPEED LIMIT. � APPROVED IMPLRKYM A CLOSURE EVEN THROUGH SUCH CLOSURE. DOF,S, NOT , 6. . ADVISORY SPEED 'TO BE DETERMINED AT JOB SITE. SHOULD 2FBT THE STANDARDS CONTAINED IN TAI3 PLAN. AS •. NOT BE POSTED IF IN -EXCP.SS OF SPEED LIMIT. ,N ��� �� RANCHO ��� ������ EQUIPMENT OR PERSONNEL BECOME, AVAILABLE AN IMMEDIATE 7. REFER TO .CALTRANS , TRAFFIC MANUAL FIG. 5-6 PAGE 5-24, EFFORT SHOULD THEN BE MADE TO IMPItRKENT THE STANDARDS FOR ADDITIONAL INFORMATION. SHOWN ON THIS PLAN. 8. FLASHING ARROW SIGN TO STAY ON CONTINUOUSLY. . 2. ALL WARNING 3IGN8 SHOWN.FOR THE CLOSURE SHALL BE 36"• Y 9•7 CONTRACTOR SHALL NOTIFY APPROPRIATE CALTRANS - TRAFFIC CONTROL PLAN 36" MINIMUM. , _ REPRESENTATIVE 72 HOURS PRIOR TO ESTABLISHING INITIAL HIGHLAND AVENUE ?: 3. ALL ADVANCE WARNING SIGNS AND CHANNELIZATION DEVICES " DETOUR OR MODIFICATION OF DETOUR. - SHALL BE IN PLACE BEFORE COySl?NCE?�IRNT OF ANY WORK 10.. PEDESTRIAN SIGNAL BEADS NOT IN USE SHALL BE COVERED. = 420 FT. WEST & m5orT. EASTOF L.00USTAV. WITHIN THE RIGHT-OF-WAY AND SHALL BE REMOVED AT THE 11. CALTRANS , SPECIFICATIONS 12.32 SHOULD BE USED FOR END.OF EACH WORK DAY. TEMPORARY TRAFFIC STRIPE AND PAVEMENT MARKINGS. QRpFESSI 4. WARNING (W) SERIES SIGNS USED IN WORK ZONES SHALL BE 112. K�-RAIL PANELS SHALL BE INSTALLED PER CALTRANS ��� ES �lez _BLACK ON .ORANGE. MEMORANDUMDATED JULY, 8, 1987. , y� APPROVED BY: DATE:pL:��w-- - - No. 24953 CITY ENGINEER R.C.E. NO. DESIGN RECOMMENDED n R.D. P. R.P,�k- lqT CIV11 f Of CA'O1 DRAWN SHE E I --_ -- R-D---- 7 of 7 CHECKED DRAWINGNO B.P. - - - - --- R.C E N O-- -__ - � SL� DATE _ _-___ FILE NO _- _ < 1► \ v 0,1k 40, &0, 01PAD - >, q .l t ! - 1 , A'�. i'•' +-'� 3 . f t /Jj�/J`/ i t , � _ � - �. , 1 , 1 . i i i f { j j r �' _ � 1k � � „ , � - - , • i • -t i t • � - z - - ' � � GAd, ove 443 �, - < , , « , , , ,A46 4 �� l j Ib I , + i l . 40 ti t , 7 1 4 • , , . . Plop- •# - i t < - < _ - , < • . , , - - _ - - { _ _ , } _ -. , , , .-. , � �•11 I� Y ! , - ,V' to < , , 1 + { e . y -1f i 1<• .-�- {-> r f , - - < - # W - .. , , Y t j t k < � h �.- "� t � Q j - - � �� - J � , i �• -�'�} - - 1 - ttI 1/2 OLD 4 p A L . . , , . , i'• SAG /�) C1A,6 . �i h �t ;, < . ��, t . . , . j E � • , 3 t J i , r ; + � - r 3 i . > - - < - ,.. , - - , , , ... , f ►�iP�. _ , -. , j .. _ < ; ,�. .i ,. t , --� • , - , , r d .<.� ..<.{_i-Y -. , • , f r , , J .. F '. < , , .. > ♦- , - , -.l�j , , - - , � - } 7 { - { t - .. ,` { i < , , .. } , III- - , , . . . , . , , , , . . e � . . i . . . . . . , , . j < . . ; . . . . : r : i : , " ; : < . . . . I/2 iG04pP��NE . � . . , . . . . , , � , i , , ; , . . :�-- ,•...,,. + { t I ♦-1 i- s < , , , , , .- . e ♦ , -. . . , , {p` :. , ,. - s � , < , , f . i , ; { j � � - �i- � . { t Y - , - ., , : - - i < . f < . , .. { - a , r f f 4 + i�. } < < , , } , - ; , - - _ -. } _ � - - , - - s i , f • � < k - I , �` - i 1 i � < , , r , , -. , i � , { < . - , , , - - {I £ � F � - - ,. • ._ ., e a , , E , e , I J 4-3 1 , l s t • - .t. , i. t r ,. • • , } _ i - + .. , ! , , i , < .� . k i . t i t i - . , , i .. `' '`� q � , - _ - - t -j- --i4 a { , , iV 1 t i t , i y %' IV 1 4q { ry ,Q • A ++ t (L V •a •!. }l'O 1, � ! , - { %� (7 .W i } 1 � t i ` t t�6 4� t�-t�' � rhe �•. , _ , i < i , , - i , { ! # , , , , f , � a , 4 { � f i _ , { i , } i ; , , L' _ - �a , , j , - - - .. i , , - < - , k ±` i � i . , _ k i , - < - - . . � , , ♦ _ t i -.� �, { i 31 - , , , � - , r r 1 • } - ; - } , � , . � , . $ k ,�' ( 1 - _ , - - i. 1-1 a • , < i , + > . . , . 1._} {.. , ,. . , i t �- J . { 4 < t . . , < , , i , , a - t , „ 1 , { , k , - , til d -- , � j , , - - , , - ••.. .�J.++ }�'�'� r� 1 i i _ , - a 1 r=l- •,.�� /b - 1. ,fj�j•,.l - , i } , � a , t __ _ f + # , i , ry �i J ; < } •°•'ow•aP /+ t 7 ! - i - , { }? - - , •a' tt!} , 4 . « ♦ , r r e ' r 41i •, , ��S' W� # i 1 f i t ' , , < _ 1 - - ♦ ,1 � � •• •i• 1 4 t � t - } 4 it � i • , � 1 � � � , i i _ , . , � _ j . . i , . r Ale - _ t , _ a j - i ti�t;5.�, - , } , , - _ i , < - < , I } < - , f , 1 t 1 , i } - ! - < ( , , r } - , , J , I - , - tt r � • • ; ..Y. r - - - / - - , ��/+,/ - - . -, , { t I - t f - jy ,., - a < i - , < i } 1 i 1 , e i i + i : • ; : , , Y/ 1 i < , i 1 < ell Olt 4 t # } } 1 < I i b . I f , i +� } # i < } < , < , 4- ! , , k j r IL t � (1 k , i _ , { , - , , } 1 , v• O s -� -r4.•L t 1 s t a• , • < < f k 9 < , n ! # c a� + ; } ; i < i ''•�, , < .� �Q L+n V�fv�i_ ' j � �. I , r( _ t , } I I1 y1�r t CIFE 1,40 . s µU SO Fy N3 1294—CIMS stc-110r# to a to 1294-.•t*0&S sEc►lor} IC #eCO "MARlaRIN''T PAPER CO."' µ`QE K4 u s� � NO'3693 m AtAtrf IN U_JS.A. 4- S♦Q Z � 7T Ex t NtCNl,a�l0 Ay��JU� C or:�':aECT1orJ 3C&L veer �It=-2 �rFOci►��F°�a KotA 7+00 m 9+950 1-7+M To l9 +od SHEET F C I o< Z - 4 � _ p It 11 , ___,,.. _ i :4p . . 3L 20 > 2b • :�O c j 50 4a go ,�O q 0 � Bio 50 . 40 I 11 . - 0 : : :20 16 , � - - ' 20 �p �611 . f - . . . s ± - - , f i , . . - , ,� - ///\// •r t , - - - , �'�+'�' µ - , • . . , - , . f r , _ E < - I F s Nloo �► a . . a� " . , 1 • ! 411 �` , < . a _: + f ut ! 4 r s j } �/# Yt,4 5 1 # { •5 . - , ,I I I X0i I r,- /�� j y 1 , , / 0 i y ►a � �•• �� b 4. L i ? r i . QJ '►� 1 r 4' f '1' 1. J #- p v, l # - �p q� k �J } s # ", 4 • i ...i.► OI r t 1k,` . 4 I el ti „ - y } I - L 0 i 1 i t _ y i j�t� r < • # - - , : - . , I r . , - ,6/ I t; A.o \� . . . , . : eI♦0 r.G „pro..... :•,L•r- - ' �.•�,,.++ •.�-,�+ .+..-.•.��.,�..�. � _ �A � < � , _ i - _ ; � �{.. � 1 " � . i ; - t . - .. 1 j 1 9: a �4 - o p;a -�_- /o-� ;1 Orit-1/60 1 r 1 , f/ d •. r _ i I p - ° a ° e ., `> `E , I V/�l ' , , . . 1 . ' t € r` jji�y4 , , . , , i . . _ I r - ( !I 0 .° • �/J• 0 - "Arf 1 t+ F. , 1 - , , i . JOe 0�D.0 ° y ) /Z fj�LO AA , ///� •f`.o�b•G� .,.,�...... � � may. ,61Lr '1 �1 _ - - , _ _ �Q- ,/`,-�Q� t s�`t �• , , a t Q Q• 1 �1� 1 j - r %. - - , , # . , . - , C i �1 )/r r R / Q I I e c`4 0 -.,i•wu' .�.� r,.•...�n, Z. #� /1/� d J/ t3,, . . , wi. 1.r{-rt +++1 ... �, /.' 1 i . ✓{' j ! _ , , ✓ �•t♦•/? l� 01.5/ , '60!/6♦°r Ir ir�w,e� w"'*'^ }� /� WL f.��ND '�•� jj _ - - - �,.{{,,, L . s - / t - _ . l. I I IV ' v , . , v . . 5 AL !4 1f A=6• � , os o+,,.., ,____ �` '► gg'%�,tls ;