Loading...
HomeMy WebLinkAbout2224 l t 400� AO" 'Am mo, Im AF AV V& Ar Him AIF Aff AV IT 1%,-.AN %*A0� kwwof kw000e L) ,,...AMkJN kami BAINYAN STR = ET PAV � MENT REHABILI� TATI N �1 10 Ama RCH �113A�I.D "ENUE 1 . CONSTRUCTION NOTES* GENERAL NOTES U U U I uWN M N UN 1 VARIABLE COLD PLANE FROM 0' TO 0.12'.U M e% u A All wary k shall conform to the Cit of Rancho Cucamonga Standard Drqwings and the Standard Specifications for (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL Edition and including the 2004 and 2005 supplement. VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY Public Warks Construction, (Green Book}, 2003 E g PPWOJECT SITE 2. Public and Private utilities and substructures utilities° shown hereon are from available records. The Contractor shall be 2 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE ° ° ' ° tures as shown within the construction limits of this project ALM AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) responsible for protecting all utilities and substructures and shall be responsible for any damage as a result of the construction operations. ::111HILLSI D 3 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 3. The Contractor shall notify Underground Service Alert 1 - 800-422-4133 and the following utilities two working ❑❑ ILso AVE 24TH ST SEE STRIPING PLAN ON SHEET 4 & 5 days prior to construction or regarding any problems. BAN " s SUMMIT AV 4 ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, ERS �- EMo vE u ►� � AND OTHER APPURTENANCE.) • • 09 357--6221 HIGH D AVE Q 5 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE Southern California Edison Co.Ca. Southern California Gas Co. 909 335-3919 �' [:In19TH HT 3a �® a AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). Verizon Communication 700 245-0330 ¢ PER APPROVAL OF CITY PUBLIC WORKS INSPECTOR. Q M ® a a Y VICTORI PARK N Cucamonga Valley Water District 909 483-7313 U D' ; � B LINE D 6 JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1) Charter Communication (951 ) 343-5171 J W FILL IN DEPRESSIONS WITH A.C. LEVELING COURSE IN PREPARATION Metropolitan Water District (213) 217-7807 HUR STn;EiRIAIS 7 PREPARATION OF OVERLAY (SEE A.C. REPAIR DETAIL ON SHEET 3.) P • ° Rancho Cucamonga FOOTHILL BLVD 8 4. The contractor shatl notify the City of Rancho Cucamonga Police Department, The City of Ra CONSTRUCT 3" A.C. PAVEMENT OVER NATIVE, WIDTH PER PLAN.g 66 Fire Department and any affected school district, 72 hours prior to construction indicating any detour and/or Q ® 10RRow DR, ROU E Q 9 PROTECT IN PLACE. road closures. >° �, Z B W 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477--2740, Q ® Q 4 BNSF R p P aE _ Monday -- Thursday, and at least two working days prior to the construction start date. `� 6TH ST uySTRIPING NOTES NTANA 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or > 1' U � Q encroachment within any City Of Rancho Cucamonga easement or rights—of—way. 4TH ST 0 z NT IO 1 PAiNT LEGEND, SYMBOL O ARROW TYPE IV (S.A. .), THERMOPLASTIC. 7. During the construction operations at least one 12' lane in each direction shall be provided for each l direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and 2 PAINT 4" YELLOW SKIP CENTERLINE WITH TYPE "D" MARKERS, PER CiTY shall remain unobstructed. STANDARD PLAN 133. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take 3 PAINT 12" SOLID WHiTE STRIPE, THERMOPLASTIC. sale responsibility for the repair/replacement, at no cost to the City, for any damage to said utilities pipes and structures. PAINT 4" SOLID YELLOW STRIPE. underground , p p on the lens at the site prior to PER PLAN PER PLAN 5 INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. 9. Contractor shall verify all conditions and dimensions shown p P ` direction immediate) to the Cit 1.5' PER PLAN PER PLAN 1.5' PER CITY STANDARD NO. 133. commencement of any work. All discrepancies shall be reported for y Y pr QQ'2, 6= .� 6 RE—PAINT EXISTING STOP BAR, CROSSWALK & LEGEND. 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess �r2�'Co 6' �`}}��, 2 , `� °1�� � �e� � 7 INSTALL SIGN POST (PER PLAN). an and all contractor licenses, in form and class as required by any and all applicable laws with respect to o . ,o °. Q` �' ® R r U,Z Y o QUJ • but not limited to a Class "A" License �`9�- '�F �, o�`� `��` 1 Q ®���� 8 INSTALL N LOOPS DETECTOR PER DETAIL ON SHE 3. any and all of the work to be performed under this contract, Including b 1 0�G® ' 1 f• , ' WW " " (General Engineering Contractor) or a Specialty Class "C--12" license (Earthwork and Paving Contractor) '-� • ° accordance with the provisions of �" '�'°� o '�-'°- --- _�---- 9 PAINT DOUBLE YELLOW STRIPE STRIPE WITH TYPE D MARKERS sufficient to cover all the work to be performed by the Prime Contractor in a 0 101'0 0 � -- —� PER CITY STANDARD N0. 133. the Contractor's License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and . � � --...�9,001170- regulations ��, 10 PAiNT " SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY regulations adopted pursuant thereto. g-y ---- q+y STANDARD PLAN No. . 4�.+yI V q*y EXISTING SURVEY MONUMENTATION SEE PLANS ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR PAINT 4" SOLID WHITE STRIPE. All existing survey monuments that will be disturbed by this project shall be referenced and FOR LOCATIONS 5 LARGER PRiOR TO OVERLAY ( .) AFTER COLD PLANE. reset b the Cit Construction Surveyor in accordance with Section 8771 of the California CRACK SEAL ELEVATION SHALL 1/8 BELOW EXISTING FINISHED SUR y y IF R2 (35) SIGN AND POST EXISTING Surveyors Act. Found monuments are shown on the plans and described as foliows: BANYAN STREET TYPICAL CROSS SECTION. REPAINT 35 MPH LEGEND (FOUND) NTS LEGEND, SYMBOL, LIMIT LiN CROSSWALK SHALL E THERMOPLASTIC. 1 F.D. 1" I.P. LOCATED AT BANYAN STREET AND FALLING TREE LN INTERSECTION 2 F.D. 1" I.P. LOCATED AT BANYAN STREET AND CRYSTAL STREET INTERSECTION 7 3 F.D. 1" I.P. LOCATED AT BANYAN STREET AND EASTWOOD AVENUE INTERSECTION25' y " ET INTERSECTION — L',o. 5 7 a 4 F.D. 1 I.P. LOCATED AT BANYAN STREET AND LAYTON STREET PROPOSED FINISHED CG nj� VARIABLE COLD!PLANE PROPOSED FINISHED w " SURFACE 6 COLD PLANE 2 ®Z FROM O TO 0.12 DEEP �� SURFACE Cc �x�. as 3a-os 5 F.D. 1 I.P. LOCATED AT STA. 43+20.35±, 17.76'± S/0 CENTERLINE OF BANYAN ST. (wi ) OW 0.12' COLD PLANE o W x Q�P, Q`4 �pe� CAL%1 2 .�. ..�-- STRIPING GENERAL NOTESEXIST A.C. SURFACE EXISTING AC12 ARHM cn`° ® `ti 1. All details and dimensions for traffic striping and markings and the Installation thereof shall conform '�!! Plans and CitySURFACE ----_ o� to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard P Standardlan no. 133, unless otherwise approved or directed by the City Engineer. p COLD PLANE SURFACE 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall Public Works Construction and the following previsions. �0 " `�? ' conform to the Standard Specifications for 9 EXISTING AC ` � � 0 A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. N.T.S. '0." °° �' " P 0 ° markings shall be removed b WE SANDBLASTING. (AREAS WHERE CURB GUTTER ONLY) B. All conflicting traffic striping and pavement m g y C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation COLD PLANE SURFACEJe%IN-r P"' E T A CRY NTS CRIF IC► A of striping and markings. D. All control points and spotting removed during sandblasting shall be replaced prior to installation of All&11161111W AW& 0%2 110% striping and markings. OF RANumu uuCAMONGA E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to TITLE SHEET installation of new or replacement striping and markings. PROPOSED FINISHED 0.12 ARHM OVERLAY F. All striping and pavement markings installed on new road surfaces shall be approved low VQC type, SURFACE BMYM STREU 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the 0.12' OVERLAY iTH ARHM. 0.6T AC. first, unless otherwise noted. PAVEMEm III KEWILffATION g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), ' 0.12' ARHM. L CHI L D AVENUE unless otherwise noted. VARIABLE COLD PLANE FROM 0 TO 0.12 & OVERLAY WITH 0.12 H. Under no conditions shall a roadwaybe left over night, weekends or holidays without appropriate striping ,w. . DATE: and markings to the satisfaction of the City Engineer. CITY REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. ENGINEERC 53672 I. All traffic striping and pavement markingsshall be installed with all appropriate permits and traffic control (SECTION "A" — PAVEMENT REPLACEMENT DETAIL) DESIGN PLAN PREPARED BY: REC ENDED measures, in accordance with the city and state standards. GA . . a standards TI SEC !! l' VA CITY OF RANCHO CUCAMON J. Temporary or construction striping and markings shall be in accordance with the city and stat FILL IN DEPRESSIONS WITH A.C. LEVELING COURSE IN PREPARATION NTS aCIVICII CfiI and as directed by the City Engineer. +�+ + aF OVERLAY (SEE A.C. REPAIR D AIL ON SHE 3.) (�)PD RANCHO C UCAMO A, A 91730 s . Street Name Signs shall be installed per City Standard Plan No. 401—A. VA 1 of 5 CHECKED R.C.E. NO DRAWING . 4. Traffic Signs shall be installed per City Standard Plan No. 401— . RD2 DATE FILE No 2224 NOTE: LEGEND, SYMBOL, LiIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. FALLING TREE LN EASTWOOD AVE ,J W I _. �v 2 r_, 3 L CL tMEW P,. 4mma Gomm 4mmo MEW doom w to 1061 1- j)ED __.-_____, ] ------------- C ...___._m .,..^... _.__.,._. ..,.,, .,...._._ Iw w w El 0�o18+00 a F - o .. , D c ( 1 2 _11t 1 _e } 1 � 15,51E_ --�C 7 _(r t } L i t f . w 01w �10w c 6 w 3 1 DETAIL 1 "ZZZZ — d ,.. ,.. C {y^x J ....,._. ....._..v_.,__ _. .- ,.._,: m... ..m ,. ....,,x ...... ...�.. ,_�._ _ _ �.._��. ,en.,_.a%.�-<�,_ _ _.m..,..®- .�.° \4...4 � r C�_: �€-:1 � i� e ;t ,.3 �.,_ p ...0 ., � .. � _,...,..._._.......__ ,.,...._ .L. .. _ ,_,.,...,.... _... 1 ___ ._ _d. _ _._._._ � � �- cn_ . UJ 04 ,,. 4 p LLJ U 4 � , k.. --k=:i ?_ (1_, � J �• _j 9 9 9 9 BERYL STREET CRYSTAL DR OFA%EVVA mom �T �� HELLMAN AVE LAYTON ST L JJ F: t � y ; k wyi ko c. .> ch 4 A Y r 4• '. � f Lel,. _I 1fi F. A mommimm ONE* T7 f e ( e e \' a _,_ r e e e C@ rvt� JL r e d G r TI, e 7777 _.. a A A w h w 1 1ox1a 9 Of 1 o 28+ k ( d J �1 r`� t 1 1-{- 5 A 26+00 �� rt^ t I n V 22+00 o f V ..moo _ I t I 2 3 1 (01 2 3 1 V 1 DETAIL o 1 C41P . DET I �o { F s M Xa � . _..f . w z ti x _t 1 m � d yj A A �u . a �, . �" \ ---_____.. _________.__.___.____._ _._.._.______._____� ,�h.._ . 1 i LS,.� �;�. t.l�.� ..,.. �,.t_i B..L>J LTJ LI.� r w¢ t _,F ,:'' _. y L Dtr_C [a_t L_sj Q Q ..... L.mCL i._._. _. t L— s,,, a, N!pt LLQ L.. 3 �_� ) U:r t. L �, cI `? — QLLJLIJ +. dLu 9 9 9 9 ! i. 9 I EIA gmwvm VIA fimm' IF �IEIJEY AMETHYST AVE P-- 4 L> r y A h 1 CL k.�d_. EL Ch d01111'S Lo _,..:.._ .a-, .-..—:-.._ .—s.._ -.-a,,.,—-.--........ ........ IIZZ /Z I V. / t N cot Zu. 00 ��iCJ _ :35 C�E� 4 �� -(C 8-\o 2 3 1 0ZZ zx" "' 6 EE 1 . DET I T 1 fi 2 3 N Lo I ao � J I "= f 5 I W A� mrn J�E 1111a AM A&a CONSTRUCTION NOTES: U 1 VARIABLE COLD PLANE FROM 0' TO 0.12'. DESCRIPTION F I A TE CRY (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) (7Y OAF RMCFAmou" ('mb;'u& mCMoAm`Nw% i e 2 0.12 ARHM OVERLAY. (NOTE. AFTER COLD PLANE, ROUTE AND CRACKS L VISIBLE CRACK 1/4" O LARGER PRIOR TO OVERLAY) OVERLAY PLAN 3 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 25' 4' S' SEE STRIPING PLAN ON SHEET 4 & 5. BMYM LLI 4 ADJUST TO GRADE ( H, WATER VALVES, GAS VALVES, METERSPAVEMEN1 gKookEHABUTATION"' PROP. ARHM AND OTHER APPURTENANCE.) FROM BERYL STREET T I L D AVENUE SAWCUT AND REMOVE HEAVY ALLIGATOED SURFACE AND REPLACE AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). APPROVED R �� ��\� �\rte� �iX� PER APPROVAL OF CITY PUBLIC WORKS INSPECTOR. • C I 7 FILL 3" GRAVEL TO 6 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1.) DESIGN PLAN PREPARED BY: REc ;NDED EXIST. DIRT TI SMOOTH TRANSITION " VA N.T.S. 3 A.C. SIDEWALK 8 CONSTRUCT A.C. PAVEMENT OVER NATIVE, WIDTH PER PLAN. 10500 CIVIC CENTER DRIVE 9 PROTECT IN PLACE. CITY OF RANCHO CUCAMONGA DRAWN RANCHO CUCA ONGA, OA 01730 S V 2 ®F CHECKED R.C.E. NO DRAWING NO. D2 DATE FILE NO 2224 EXIST. MAINTAIN CURB 1„V PROP. ®��, FLOWLINE 1,5 —3 Q,�F-�F, PROP. O� 1,5'-3' �► _., _"� _ . ______._.._. » SURFACE Pc�`��� �� Qom' SURFACE ��°�`�,� MAINTAIN Q FLOWLINE p• �`ti �' EXIST. 0 1 DWY + 10 4 .�. ._ ..,� EXIST. --�. EXIST. 2 3 �- -- , c -- I �.A A.C. SURFACE LQ FLOWLI NE DETAIL FLOWLINE DETAIL y LCI . NTS aNTS ; 4 xxi� 1P 5 5 C �� 'tel p 00 saw Gomm 400mum X to I f _ in mmw� doom o <.> tL3 t Z22Z4 . N ^ 5_.n 474-00 1 N 1 3 • :::.:. ::.;• :: 7171 .. — — _7 171= -7 7/ 7 77, .• .. 1.` ••• •• ••• ♦ ...,,..:..tea ..... ...._.. WIIII - -H _H -� 00 X Lo x oto 0 CS 00 PROPOSED TOP COLD PLANE TO OF SURFACE FLATTEN HIGH SPOTS13 A A LWYA 1 0 mkm wlemp mw-m w Tw 2 EXISTING AC FILL IN DEPRESSIONS WITH SURFACE A.C. LEVELING COURSE PAI AIL T 7 JADEITE ST i_ 40_. ._ CONSTRUCTION NOTES, 4K 91-S I Ul VARIABLE COLD PLANE FROM 0' TO 0.12'. , 00 119 51-1-00 r" ' ® 199=409 (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL ` "` VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) v 00N EE J01 6l' 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) CRY SCI OF APPROVI . REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS "UCAMAm"'N En € € € SEE STRIPING PLAN ON SHEET 4 & 5. U16 RMumu u U %am 4 t,W ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS AND OTHER APPURTENANCE.) OVERLAY PLAN r, I 5 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE 11Ke AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). BMYM SMM7 ARCHIBALD AVENUE PER APPROVAL OF CITY PUBLIC WORKS INSPECTOR. PAVEMENI KEHABIUTATIUN 6 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1.) FROM BERYL STREET TO ARCHIBALD 13AAIVARM mm 9 7 FILL IN DEPRESSIONS WITH A.C. LEVELING COURSE IN PREPARATION pDATE: OF OVERLAY (SEE A.C. REPAIR DETAIL HEREON.) C ENGINEER : 53672 DESIGN FLAN PREPARED BY: REC MENDED MVA CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCA ONGA, CA 91730 s ET VA 3 OF CHECKED R.C.E. NO DRAWING NO. RD2 DATE FILE NO 2224 FALLING TREE LN EASTWOOD AVE ,. Li) 130' r` - I - TRANSITION C CL CL CL _441 mono 4mmm 400M t� \ { r i� }_ a _..: .a.�....�,�,....:._,.........., w::..,,:.�,.,�.,�.�:,:....,..:..�,:::._...:.,::�.�,..,..�,�.„.,._x.�.�.:....._:t,.m...,,..-.�:,,es.,,.�,..o:,�.,.«..,..-:�.,,�s ....:,..,_..�::...�.... m...,».:..,:..,:....:,..o.,.::«w.,... .. ..,m:......m...::..,�: ®..®..............:....:. .®,.�..:�.mb...:..�::M.a::�.::.,::m.� �,:�..a::. 3 � __----- } 2 C-4 q, fi 4 ----w-{1 -- 4 CL� N 2 4 4 5 2 _.__ _ _ ___-_.. -€ - x c - C >_ cc 50' mf E '� I�,...� :; 50� c 50' C -v ac, > 11 3. 50 50 50 _ �� \131 —� — — — - -�. �_. _. c� 4 1 5 2 fi _ U. $ _..� CM Gomm op t �} w v, „; L I K} T;: ;CLIJ () rt rr IQ / __ J (.E. UJ BERYL STREET CRYSTAL DR 13 A mom vkm VA N fir FTM= M= 9 HELLMAN AVE f � LAYTt'�liP ST LJ y Rei 100' 4 0) TRANSITION 1.. C a.. `� �TM r r'�. C) t cl0 li MEW 401 4 .........III MEW 4� ?;. �” F \ .... .. —{...`' �,„„Xg ».,... ..._.,�m._�"., ...�.,,..::..�``. .tel�.w k$:r^ .. .. - �.._._._ _....... .__.._._.__.,.... ._._..._....._._._ v.. ._._._.....,, f ., Ir_._________._____ __._,____ _.___,__..____,__.___ -_.._.__ ___.-____-- 5 4 4 1 - 3 1 1 2 2 N 1 -- � NIS � 5 2 N _ .,4` _ �"'r� 11 . F-- 100 4 `_ +15�.} — �`V'- C;}C —� 'G'. i � `!- +.4J (1 — _ � $`..}..} — �s `24-00 50' �'r rr ; —� �..Gomm moommmon— ,< ,w GEMt 50 _ _ - Q _ _ Q ONWAM � 4 S Q tryr _ �w fi a fi . W / 44 1 t '1 ,- �. ................_,,___,.._..._,_..._ _.,..,,....__..__,......_..___.__......,...,.._,..., .. _,,.,._.__,....._._ ....._.___...._._.,..____.__...._....._. M.--_,_..........._..,_..__aS_.__.._.....,..._.-_ ,..,.....�„.::Rl^.n.. ,y,._._..._ _sae... w ? r g --�- � 4 s., • f c ! „C„„��\ *, a A " '_•._.-__.._.._..K�,` 'x- .....,,_...._._ _.._ - L _ _ _ �► ! �. Us C C_�_B _I J �.t._I 01- Er 111111\VVVVVV\\\\\\ T'}� _ 1 _ �-. Lt _J IL F_._ —. a—.,. Fz 5: 5� „ Ljj LLU) KIRKWOOD AVE OEM, 13 A tv'VA mmr wl ff AMETHYST AVE D= LC) �_,_ _ €"�) fl, CL 4 2 1 N 4 5 � , 2 � .„ 0c) 5 34+00 3' r IL 00 `y 50' W,7+00 50 +r t. �.) —I N500 1 +,. N 3 6 N I1 STRIPING NOTES PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. , THERMOPLASTIC. SCALE: 1`40' = C ) ZE 2 u— PAINT 4 YELLOW SKIP CENTERLINE WITH TYPE D MARKERS, PER CITY. 7 i STANDARD PLAN 133. I 3 PAINT 12" SOLID WHITE STRIPE, THERMOPLASTIC. 1 " 4 -- PAINT 4 SOLID YELLOW STRIPE. 5 INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. PER CITY STANDARD NO. 133. MLN Mor- 13 A fm`VAfW 6 RE—PAINT EXISTING STOP BAR, CROSSWALK LEGEND. 7 INSTALL SIGN POST (PER PLAN). SCI O SIO Dcny PR . 8 INSTALL N LOOPS DETECTOR PER DETAIL ON SHEET 3. loww'kA Aft a a Alk igft U lj�AlbI,IL 0 " " 9 --- PAINT DOUBLE YELLOW STRIPE STRIPE WITH TYPE D MARKERS cl IT uli�_ RANUmu U UN PER CITY STANDARD N0. 133. SIGNING STRIPING 10 PAINT 8" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY STANDARD PLAN N0. 133. BMYAN MELU 11 PAINT 4" SOLID WHITE STRIPE. PAVEML14 I RSiABILUATIC)N IF R2 (35) SIGN AND POST EXISTING BERYLFROM CHI LAVENUE REPAINT 35 MPH LEGEND APPROVED D 9 LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. G I 72 DESIGN PLAN PREPARED I�1°: REC MENDED VACITY OF RANCHO CUCAMONGA ----77- 10500 CIVIC CENTER DRIVE DRAWN AU RANCHO CUCAMONGA, CA 01730 S MVA OF CHECKED R.C.E. NO DRAWING NO. BP DATE FILE NO 2224 14J W N 39 00 _ a , .fi t W .,.. cr.r.. I " LjJ 104 1. `V GERMry GEM OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE =7H 5 C4 (r LEFT TURN LANE N N 2 `N 50' ' _(D =am 2 o �� q w_ cv NRom INE _.._ LANE LY. ___._, ITE TURNING THRU LANE Q 10' Nf; iE 4" LANE LINE THRU LANE N z MEN 10' MEELW mpfflow N lVA mS =='E Iff ua o 4 LANE LINE OR 8 TURNING LANE LINE THRU OR RIGHT 10' TURN LANE `D N r 5' U w 1' � TOP OF CURB FACE > LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS JADEITE ST STRIPING NOTES 1 PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC. U E I �' PE "D" MARKERS PER CITY. PAINT 4 YELLOW SKIP CENTERLINE WITH TY , 40_.° � ._,.� .__ �._. _. I _.�._ :. �:. STANDARD PLAN 133. _.- z 3 PAINT 12" SOLID WHITE STRIPE, THERMOPLASTICqK . d 0_ t_ "`ice .__. - �C .,__ "":`""_ __. �"" ";✓,„- \ ] " �1 __._.__:, ....._.- _, __ , _._ _w_.. - ..__. -_.. _, _ v A. _w_.._. syr = ._._ ._..,. _. 4 PAINT 4 SOLID YELLOW STRIPE. W __-_ _ __ . __....___ ..... ___. ._._.r 1 5 3 __. _ ... w_.. r...__ _._ Le 6 �.► TYP. 8 € 9 "= C1' S INSTALL HYDRANT MARKERS PER CITY STD. NO. 134-. 8 TYP. A;AL' mom PER CITY STANDARD NO. 133. IZ$ N 1 fi RE--PAINT EXISTING STOP BAR, CROSSWALK LEGEND. ---------_._.__ ___ _ ._m,m_ T INSTALL SIGN POST (PER PLAN). 1® _ DESCRIPTION INSTALL NEW LOOPS DETECTOR PER DETAIL HEREON. uffY OF RANUMU UUCAMUNVA ,:`. Y•t PAINT DOUBLE YELLOW STRIPE STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD NO. 133. SIGNING I I PAINT " SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY v STANDARD PLAN NO. 133. I! " BMYM 1` 3 11 PAINT 4 SOLID WHITE STRIPE. I-K PAVEMEEN I KEHMILUATIUN ARCHIBALD AVENUE FROM BERYL STREET TO ARCHIBALD J3A fm�VA PJ w1w Eff IF R2 (35) SIGN AND POST EXISTING APPROVED BY: DATE. 2-a Z425 REPAINT 35 MPH LEGEND CITY ENGINEER7 LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. DESIGN VA PLAN PREPARED BY: RE MENDED CITY OF RANCHO CUCAMONGA t DRAWN 10500 CIVIC CENTER DRIVE SH ET RANCHO CUCAMONGA, CA 91730 VA 5 OF CHECKED RCE Na DRAWING NO. BP DATE FILE N® 2224