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HomeMy WebLinkAbout2000-S TR 14579-1 STRIPING AND SIGNING PLANS 41 MEDIAN 41 41 41 41 MEDIAN ------------------- M — -- N J— ---------• -------------- -------------- -- ------ --------- ---- — ------ — -- --- ---..---- -- ---------------------'—'—' --- -------------------- -- ---- ---- -- ----- ---- 72 00 3+00 63,+00 64+00 66+00 66+00 , T� 67+00 68+00 69+00 70+00 71+00 72+00 73+00 a ------------------------ ---------- + — 41 — 41 41 (0 PROP. R/W PROP. RI'W N (FUTURE S WILSON AVENUE MLSON AVE. STRIFE? PER LAUREL TREE OR. SSHH 30 CONSTRUCTION NOTES 6 ' amj 11 1 I II 11 02' I I ©8 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-8 30 I jo 11 1 OI I I I 341 I I � INSTALL STOP SIGN (R1) PER CITY STD. 401-8 ' 18' 18' 1 R2 (26) "J 1 1 I I 4' I I 3 ' 1 20' 11 48 30 PROVIDE PAVEMENT MARKING WORD "STOP: WITH STOP BAR 24 I II �I e PER CITY STD. DWG. NO. 133 (S.A.E.) 50 SE UGHT I I I I II 41 INSTALL R26(S) SIGN ON PROPOSED STREET LIGHT POLE 33 W/R26 (8) SIGN I I II 45 PAINT DOUBLE 4" SOLID YELLOW LINE PER STD. PION 133 8 � 1 I O 9 �1ti I I I I I I 104.39' II II 48 INSTALL R2 (23) SIGN AND LEGEND I I INSTALL R26(S) SIGN PER CITY STD. NO. 401-8 30 I ( g0 INSTALL R26(8) SIGN ON PROPOSED STREET LIGHT POLE _ 1100 2+00 I „ 3 0o PAINT 4" WHITE LANE STRIPE DETAIL 12 o I o0 9 0 Q atN97ALX R ) 32 �� R26 (S) 105.51 II I I II I I II 49 cv O I I (I Ln I I II I I II o - 2500 54'11 d I 1 ' I I 4' I 1 3 ' I 20' DESCRIPTION OF REVISION DATE APCr?ovEa LAUREL TREE DR. MLSON AVE, S (PING 6 CfT Y OF IANCHO CUCAMONGA z SHEET 30 Q TR MU9-1 L 0 STRIPING AND SI . P(.A,N J AW-a FIELDS PEACE AND ,-* � U z OW FIELDS &WHIC SCAL4o so Approved By DATE: a L �Q�pf ESSIQNgf CITY ENGINEER RCE NO. 24933 1 — 40 R. +�Lylo DESIGNED 8Y: R£COMM'£l`VDjE►0:,, J Lis � NO. C054703 m DRAWN BY: B SHEET 0 00 EXP. 12/31/03Ln OS 937 SOUTH VIA LATA 26 OF 34 SUITS 300 CN L CHECKED 8Y COLTON, CA 92324 DRAWING NO. Of C JRW PH. (909) 783-0101 FAX (909) 783-0108 V{ CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE ' CONWR SIZE AND RUN NUMBER 14M CONWIT SIZE AND RUN NUMBER STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. E.P.B.** POLE LOC. H.P.S.V. HORIZONTAL MAST ARM AWG SIZE AWG SIZE ( I MOUNTED I.I.S.N.S. POLE PHASE 3' 3' 4' elf 3r 4' 2-4' 2-4 3' 3' 4' 4' 2' 3' 4' 2-4' 2-4' I NO. SIGNAL LUMIN. OR OR POLE OR CIRCUIT (SEE DETAIL. SHEET 29 of 34) CABLE TYPE OR CIRCUIT N0. 1 2 � .6 � � CABLE TYPE � � Q .4 � /� � � � TYPE HEIGHT MA MA MAST ARM POLE MTG. 4 QUAD 0 QUAD B C E Luminaire LEGEND BLK NO, POLE - A F'6P - - - - - - 1 1 1 J12 I.I.S.N.S. - 2 2 2 2 2 2 - - I I I 1 �; 19-4-80 30 30 15 MAS MAS * SV-1-T SP-1-CS 6 3 - - - 4' 14' 200W Wilson A9 B - - - - - - - 1 1 110 LUMINAIRES 2 2 2 2 2 2 2 - I I B` 1.5 - 30'__ - 15' - SV-1-T * SP-1-CS 8 4 - - 15' 5' - 20OW - -- - - - - zeoo 12 C - - - - - - 01 - - - - - - - 1 2 1-N-i4 C; 26-4-80 30' 45'* 15' 2-MIS#_ SY-1-T # SP-1-CS 8 4 - - - 4' 15' 20OW --Wardman BuW Aw C01✓OIICTOR 1 1 1 - - - -- - - - - - D - 002 3 2 2 2 2 2 2 F j 4- 2 (D; P.P.B. POST T 2 1 15' 16' - - 1 - - 1 - 1 - - - E; 15 30' - 15'_ _ SV-2-TA SP-1-CS 2 1 - - 15' 3' - 200W F 26-4-80 3040 15 2 MAS SV-1-T SP-1-CS* 2 1 - - - 3 15 200W Wilson rE , . 1 1 - - - 1 1 - - - r o z ; F 4,7,4P 2P 1 1 1 1 - - - 1 1 04 - - - - - 2 2 2 2 I I -r I - � P.P.B. POST 7' - - - - 2 1 10' 18' - - - I I 2 N; 15 30' - - 15'- - SV-2-TA* SP-i_-CS 4* 2 - - 15' 3' - 200W -_-- G - 2p - - 1 - 1 211 - - - 1 - 1 DLC 05 2 2 2 2 - - - 2 2 ®(1)DLC EXIST. C/G � 3 3 H '2'� 4P 1 t 1 1 1 1 - - - 1 1 ( 06 - - - - - - - 2 2 QUADRANT DETAIL �IJ 26-4-80 30' 45' 15' - SV-1-T SP-1-CS 4* 2 - - - 4' 15' 20OW Wardmae Bd�ock s�o EQU WNDUCfOR I .6. _ PEDESTRIAN 3.4.4P- - - - - TOP N ESTRIAN SV-1_-T__ - - - 4P - - - 1 1 1 1 1 47 - 2 2 2 2 PUSH BUTTnON ��, 15 30 - 15 - ---- -- SP-i-CS* 6 3 - - 16' 3' J - - - - - 1 1 1 1 08 3 3 3 3 ( VIEW) SV-2-T TOTAL 1 1 3 3 4 4 6 1 1 2 3 3 a TOTAL a 4 s s — 4 4 16 17 ■EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. EVP CABLE - 1 1 2 1 1 2 4 4 ® (1)DLC *DENOTES FUTURE EQUIPMENT TO BE INSTALLED AT LATER DATE, BY OTHERS ♦ EVP CABLE FOR FUTURE USE - COIL APPROXIMATELY 7�' OF ONE (1) ' **E.P.B.= EQUESTRIAN PUSH BUTTON (PUSH BUTTON ASSEMBLY WITH EQUESTRIAN PLATES) MOUNTED ON POLE 7 HIGH AND SHALL BE WIRED TO BICYCLE INPUTS. EVP CABLE IN NEAREST PULLBOX TO AFFECTED POLE 'C AND LABEL; I I 1s' 12' 1s, 3 DETECTOR SENSOR SCHEDULE PHASE DIAGRAM TO BE USED AFTER INSTALLATION OF FUTURE MAST ARM. LOOP DETECTORS INSTALLED FOR FUTURE USE - PLACE NO CHANR NEL DETECTOR CONTROLLER L�� NO HHASENSORNNEL DETECTOR C01 ER L�� THE DLC INTO THE PULLBOX AND LABEL FOR FUTURE PROP. C/G I 1 DETECTOR RACK /1 SPLICING AND CONNECTION. p ' 1 1-S-03(FU7URE) 3 FUTURE 1 1 2-E-01 9 3 2 1-N-04 4 1 6 2 2-W-02(FUTURE) 10 FUTURE 4 (FUT.) 0 I I I 2 1 1-E-01 1 1 7 i 2-N-07 15 3 J , -r I I 2 1-W-02(FUTURE) 2 FUTURE 4 2 2-S-08 - 16 2 1 � I 1 1-N-07 7 1 1 2-W-05(FUTURE) 13 FUTURE 3 1 4)2 3(FLIT.) 4 m 4 (I)DLC L1 I I 3 2 1-S-08 8 2 8 2 2 E-06 14 2 OR FURN 4 Z ❑( ) 1 1-W-05(FUTURE) 5 FUTURE 1 1 EVP 01 & 06 EVP 3 - 2 EXIST. EDISON VAULT 1 I I (SERVICE POINT) 4 2 1-E-06 6 2 9 2 EVP 02 & 0 FUTURE EVP 4 - p r� I 6 5 1 2-S-03(FUTURE) 11 FUTURE 3 1 D 1 EVP 03(FUTURE) do 0_8 EVP 5 - i q _ Y 2-N-04 12 2 2 EVP 04 h 07 EVP 6 3 (TYPICAL)EXIST. CB (REF. , I 2 =1� = _ _ ❑ 8 (2)j12;(4)#10 DETECTOR RACK 12 04 7 EXIST. VERIZON H.H. SEE DETAIL 'A' THIS SHEET 0R DETECTOR CONTROLLER LOOPS PER 0 5(F U T.) 06 07 08 �, I (TEL. SERA. POINT) No. CHANNEL INPUT CHANNEL 8 2 8 (3)J6 1 1 -SPARE- 23 - 9 1 7 4 (2)DLC 2 3-S-08 24 2 I I -- -- (FUT DLC) ----------. ---o -----R 48&�11 I 6 9 WILSON AV E - �w ,E�C , - = 4 (1)DLC 2 R61�-20.1 � SIGNING & STRIPING PLAN -—--- -- - � _�_- - - - - - - - - - - _=_ =— =r'= - - - -_ 4 - --- - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ lot- EXIST. BARRICADE - I � I INSTALL - (� 1 lot- B 3 - -E��- - - - - - - - - - — — — — J - E�C - - - - - - - - � - - -_�____ ❑5 R34 2 VAULT FOR - - - _ - - - - - 231' TO FUTURE C/G (TYP.) �6 3 f1/OB FIBER OPTIC `� ( �- _ ' - I I EXIST C/G (TYP.) At I I \ LIMIT LINE N'` I 3 03/08 _ - 1 `(w� , �.-' - _I_ - I I 1 I \ ----- - - -- - - - -..-.-..-- - - - - - - - - -- -- - - - - -- - - - ---- - - - - -- - - - -..-.-..-- - - - - - - - - - - - --- - r II 11 11 FUTURE RAISED MEDIAN N - 96' MWD I FUTURE — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - _ - -� - - - - I 61+00 `t' I s2+oo I - - - - - - - - - - - - - - T tNDICAA s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPICAL _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77+00 _ - - - - - - - - - - - - - - - - -78+00 - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - a- - - - - - - -- (SHFyET�29Lof ) ) II I�5 * o I �ET - I 63+0 . �� 5 R34 - T - - - I - - - — - - -I - - - - - _ - '1 I 5 t (}\ ....................................................................._............._......................._... .....- .............................,......,.... ....... . ..... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ r_TO - - - - - - - - - - - - - - - - - - - - - - - - 231 T 7 - - - - - s- - - - J ; - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ST. SE - - - - - ; LIMIT LINE - - - - - - -I- - - - - - - - - - - - - - - - SEE DETAI 'E' I UMIN. POLE DO RAISED MEDIANS - 8" . 1........ 3r. .. (SHEET 29 of 33� A STA 80+00.00 �21 — RS (BY S_C. —— —— — —— —— / I —— —— - - - - - - - - - - - Iz°w- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z°w- z°w- - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - -IM , I L ! - L - - - - - - - - - -- - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - -- - - - -- - - - - - - - - - - - -R W EXIST. - - - - - - - - __ - - - - - - - - r - - - - - - - - � - - (�� FUTURE S / ( )- - - - - 66 SD �vP - - - I - - - - - - - - - - - - - - - '�` - - - - - - - - - - - - - - - - - - - - - - - - - -- - - 7� FUTURE 1 1/2"C:(1) DLC T - - - - - - - - - - f2 f5 -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 66* SD - - - -'�` - - - �`- - - - - - - - - - - - -- 01 ❑3 04/f7 5 IR34 I 0/ wL J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T3 - - 04 04 07 - - - - - - - - - - - FUTURE VEHICLE _ e © EXIST. PROPERTY LINE (REF.) I -------------------_--=—R/W (PROF . --------- --1R151CATR3IT� 04P(FUT.) - - - - - - - - EQUEST. TRAIL - - - SAL) O (TYP IC - - - - - - - - - - - _ - - - - - - - - . � D - �- - 1 - - - - - - - - - - - - - - - - - - - - - - FUTURE PROPERTY LINE (REF.) \\ \ e pp pp�� - - 1 �F \� 2 'r�U01. l Q \' ' LOT A — — — — 2 InIII / FOR GENERAL TRAFFIC CONSTRUCTION NOTES (THIS SHEET): `, �' 8 (2)#12;(4)j10 SIGNAL NOTES, SEE ❑1 FURNISH AND INSTALL 8-PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET, © FURNISH AND INSTALL 3"C w/(3) #6 CONDUCTORS, PER S.C.E. 'I I 7 2 EXIST. VERIZON H.H. SHEET 29 of 34 WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS BEFORE I i (TEL SERV. POINT) OPERATION PER PHASE DIAGRAM. PROVIDE FIELD MASTER CONTROLLER BEGINNING WORK. CONTACT JERRY SMITH AT (909) 930-8420. I 10 O 8 3 6 AND MODEM INTO CABINET WITH INTERCONNECT TERMINATION PER CITY 7 FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER , I ' 9 - ()--—--— STANDARD PLAN 408. CONSTRUCT CONCRETE PAD AND FOUNDATION ❑ I I I CONDUITS N CABINET. - 1 I ' SHARE TR CH � 9 1 7 PER DETAIL 'A' (SHEET 29 of 34). FINAL LOCATION TO BE DETERMINED ® FURNISH AND INSTALL 2' CONDUIT WITH CONDUCTORS INDICATED. I DURING CgNSTRUCTION \�� • 4 BY ENGINEER N THE FIELD. 9 FURNISH AND INSTALL 2' CONDUIT WITH TELEPHONE CABLE, TO BE USED EXIST. C G I , NO. REVISION DESCRIPTION DATE ACCEPTED 2❑ FURNISH AND INSTALL MODIFIED TYPE Iq-BF 120V/240V SERVICE EQUIPMENT ❑ n.P� ENCLOSURE, WITH ONE (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNALS, FOR MODEM/FIELD MASTER, LOCATED IN CONTROLLER CABINET. CONTACT ( f ( I I 6 9 ONE (1) 3OA-1 P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND VERIZON SERVICE REPRESENTATIVE, FRANK ANGUSTAIN. AT (760) 245-0330 I _ CITY O F RANCHO C U CAM O N GA ONE 1 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE FOR COORDINATION. MODEM TELEPHONE NO. (909) 1 , , - - - - BE sE CONTRACTOR SWILL PROVIDE FOR ALL REWIRED ELECTRIC SERVICE HOOK-UPS. FURNISH AND INSTALL 2' CONDUIT WITH FIBER OPTIC SIGNAL INTERCONNECT I 15' 12' 1 12' 15'I 4 (1)DLC _- _ _ _ _ `_� - , _ _ EC- _ SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PAIN 407. CABLE (S.I.C.), FROM NEW CONTROLLER LOCATED AT THE NORTHEAST CORNER I '�j �) I - - - - - - - -� - - - - --Fm{ - -I-� - - TRAFFIC SIGNAL AND SAFETY LIGHTING PLAN ❑3 FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND EVP OF WARDMAN BULLOCK ROAD AND WILSON AVE. TO NEW CONTROLLER LOCATED ,W ( i �5 } — ��`� - - WARDMAN BULLOCK ROAD CABLE SEE DETAIL D (SHEET 29 of 34) FOR MOUNTING DETAIL ON MAST ARM. AT THE NORTHWEST CORNER OF WARDMAN BULLOCK ROAD AND BANYAN AVE 1- 03) SCALE: 1 = 20' ® FURNISH AND INSTALL 1 1/2' CONDUIT w/CONDUCTORS INDICATED. ( SHEET 28 of 34) - APPROXIMATELY 2100 LINEAR FEET TOTAL TERMINATE - - -- _ AT S.I.C. IN CONTROLLER CABINETS. INSTALL A VAULT AT THE INTERSECTION INSTA • � EXIST F.H. ❑5 FURNISH AND INSTALL MAST ARM MOUNTED SIGN, AS NOTED, PER WARDMAN BULLOCK ROAD AND WILSON AVE. AND A VAULT MIDWAY BETWEEN �]LI�I �� VAULT FOR a (1� ) 5 2� 3 STANDARD PLAN ES-7N, u`I]�Y _ WILSON AVENUE DETAIL U . THE INTERSECTIONS. THE VAULT SHALL BE A CITY STANDARD VAULT I FIBER OPTIC APPROXIMATELY 4'X4'X4'. SEE CITY STANDARD. I ' P ' - �_ - _ APPROVED BY: S J, O 4 (1)DLC� I I N --`Nt' SEAL DATE QgOFESSApy' CITY ENGINEER R.C.E. No. 24953 cm 11�3�1 qq z I ���-- ( 1 _ _ O ,gyp ! 1� �i/� - / I F = t —{--+ I I — I _ I I _ — — 1E��IVD�''T , ��G• DESIGN BY: RECOMMENDED: != I o I 96"MWD `C* Z engineering JAG- 0 ; .Ww.ww, ��s INI - - -I- - TILL group,ine. W DIAL iYVO YYO / i I 1 TO WARDMAN BULLOCK/BANYAN AVE DETAIL 'A' No. 20285 DRAWN BY SHEET o YOU DIG DRIVE HUT. - - _ I (SEE SHEET 28 of 34) * Exp. 9/30/05 * TJW zom sr ew MD"ano CA MW 27_ 34 SAN ANGELO - - — 1 ) , BEFORE DAYS BEFORE NOTE: SPECIAL PROVISIONS FOR THIS WORK ON - � YOU DIG = _ _ � � ,r CIVI< �r - -- Pb" (wo) aaoeo� F.. (ow) at•-owe - _ $ TOE,. FREE 1-800-227-2soo � I I I I i I I FILE IN THE OFFICE OF THE CITY ENGINEER. ''IEOF �k'1�Eo�� CHECKED (�„�,,,,, � �� �;�,$�� DRAWING ao o o-S 8 LIC Z A PUB SERVICE BY UNDERGROUND SERVICE ALERT _ m" x� n ca no mus L 9/" - 8 .......... ---------------------- ----—------- .......... --------------- ------------- ----------- --MINI I I BONN I EN 11 IN 1 11 11 MIAMI I milli Illffill i�I INN 1,,,S*r* INL ff EXISTo PROPERTY LINE (REF-) (T Y P 11: L--, ......... 4, A amp 1 2:(4)j 10 LOT F 0 C O�t4 R w, low 3 W" A RDAlAJV' it BUL1,0 10 Gs T,0 ou i `k6 ftwm.,.v ROAD W W .a. f W Tv-) 0.04a,0,0M 7 Dan C/G DLC or D dp e AM ago 4b EDISON HH IF I- - % R <SERVICE POINT> vawa,401 dw I OEM" SY v so 0 0%, 0, I 1-1�- 8 0 C/O (Typ.) A 'N vow D(ISTO --Tll-lf� w INSTALL VAULT' Fl OPTIC 12 1--f- &!j% K 06 1 /08 TO TO WAWMAN BUALIOX AC 3 t MOM (SE SHEET 27 :Of 23+00 K 911 lvwT 5 BWMf 91A St+ 05 - --1 — - I OEM T �y 12/05 wow EXIST. C/G (D?.) 4 1:)DLC 02 . Lf. too M -01(07 Vol* av" oft - -4 (1)DLC MOUNT' I r HIGH gbft left am - Mug. aft TML MEN low, EQOESMM 02 QUESTR ML aft E -16*law 0 04, son 40V 4d EXJSTs, INLET mwww�� 'd 07 ......... R *06 Wow*WwAm w *a*SHOP P:O��LE, A N—D EQ,UlPMENTl SCHEDUL low* AP GO#low, HORIZONTAL MAST ARM PY.B. POLE LOC. HCOPOSY* STANOARDS VEH. SIGNAL MTG. PED�. SIG. E*P*Bo MOUNTED I.I.S.N.S. *01 L7 (D -41, N Of f NO* N 29 of 34) SIGNAL, LUMIl (SEE DUAL %iEET CONDUCI OR SC'H,,EDULE ------ (D 0 Qw n0re LEGDID BIX NO, Ar N TYPE HFlGff MA MA M.&ST ARM POLE MTGO ff 0 13 C E Lum ff 5 1 CMW SIZEAND RUN MM3M CONDWSLE AND RtM NUMM Emnow"iftrMid i 1- .14 08� mol ONO*, AWG SIZE AWG SIZE 5 2-MAS SV-1-T SP 4# 16* 200W Banyon, owl 4 A,-4 --4 r — I — — 26 4-80, POLE PHASE, z : 3 1 i t X dam* OWN* vow -2-T 6 3 OR OR P M' - OR CIRC UIT' r"7 OR CIRCUT NOo 'E rff CAM CABLE, r(PE 7\ IA `101 TV `16 'Ile all 5\ At foo- WNW* -T 3 4! 16 1 20OW Youngs Canyon 1,112 11*1&N.S. `19-4-80 30 25' 2-MAS SV-1---T SP I-CS 6 1�b 00 UNE -3 B i �D Sv I--aftT SPlo-CS 8 4 16# 3' 200W ;loop. po LUMINAIRES (TyprA-) 125 15 2 AVE -1-cs 4 Banyan 12 c 2 2 (2) SV- pre f\,E� 26-4-80 4V 15" 2-MAS SP 4' 14' 20OW 6000 6p 02 2 2 2 D ap meow mom 10 2 1 12* 18" P.P.B. POST 7' -mom maw WNW 0A 'ARM wmiw E o3: 2 2 2 2 2 8P amp" Map IM 2 1 15 3 mim OEM don w0dp *loop, 15 30t 12" SV-2-TA Sp-1 04, F -c. NOW BdDtk qM=* 2 1 Wardman ?e00 DLC 11 -MAS 1-T '76 oil 05 2 30! 30' 1Y X' 2 2 19 4-80 2 Sv 5' 14' NOW 0 NNW jr -WM 14, 47 1 WANK w 06 2' 2 2 2 2 2 ,j P.P.B. Pou� 7 2 3 2P ee� maw Mom MORI& —am 07 2 �2 2 QNK* 190M MEOW -Mwr 48NO 15 15 SV-2-TA SP-1-cs 3 20OW -map wam >0 OEM 08 2 2 2 2 2 'POTHOLE POLE FOUNDOONS TO :OR 'OF I-loil I I I z EMCT POtf LOCAT*NS DEUMINED 13Y FIELD, ENGINEER TOT, 4 4 7 4 4 8 15 15 TOTAL Or w i 60:1,pe 0. E.P.B,Ndml� EQUESTRIAN PUSH BUTTON (PUSli BUTTON ASSEMBLY' WMi EQUESTRIAN PLAT,ES) MOUNTED !ON POLE r HIGH AND SHALL BE WIRED TO 13CYCLE INPUTS. EVP CABLE 1 1 1 1: 2 2 4 4 'll oil r-vWD Con�-,,truct ' on. Notes ,i�Zli=�� J 2 0 A p U R F.bi I n-, sh and Ins a� l %0 000M 3ftw=pvwlw*0R SCINN-i CONSTRUCTION NOTES (1,!:�HIS SHEEM EX Wo qjG 4111-11,1-i� C:3t SDWR CONTROWER L b ea,,, er met d. o t ion of powe-L DETECTOR PER FURNISH, AND INSTALL S-PHASE NEMA CONTROLLER IN A TYPIE #R` CABINET, J- M, 0", NEL C�"IEL r)e d e s all. PHAS D!I A4rx RA.M W" MMMIL SMSORS MD AUMUWY EQUIWIMBff TO N=MM"n 4 2 n,9 OPERATION PER PHASE D00tA-M. CONSTRUCT CONCRETE PAD AND (EUCTOR RACK 11 > 2 u 11 3 fl'11-2 THI'A.,LN in ex s' X FOUNDATION PER DETAL W ON SHEET 29 of 34, FINAL LOCATION: TO BE UCJY 3 C I us nectf-r"s ondu ' ts i,ng wat,e a, WOMEN= DETERMINED BY- ENGINEER IN THE FIELD. t,"I'll,r n 1 a -N-04 4 2 1 - 1-11��U100 J"-T7RON 2 nd Mount FuRNisi AND iNsTALL. mowED, r(PE tu�-v 12ov/24ov sawE EQuiPme4T 3 I-E-011 11 MM110SUMM W[M ONE- (1) 5-GA--p,`IP CIRCUfT BREAKER FOR ME-lUvRED SIGNALS, oo -.,,-ec"-or to D,ETAIL pol, -rm. 2 "Ir D a M I'l 30A-lP CIRCUtT BREAKERS FOR UNMErERED UGHTING AN 2 1-WIMOFF-02 2 2 low- ONE 1 1%M-1 P CIRCUIT BREAKER FOR MErMED 115A.S. THE I-N-07 7 (TOP VIEW) CON'TRACTOR SMIPKMDE FOR ALL REQUIRED UCTRIC SWVICE HOOK-UPS ------- 3 SEE ALSO SPECIAL PROVISIONS AND CffrY STANOARD PLM 407* 2 AN----- GL T EVP DEMECTOR, AND EVP ......................... FURNISH' AND INSTALL SI 14GLE INPUT, S E OUTPU 5 1 01, 02 03 04 CAME SIX MAL IV (SHM 29 of 34) FOR MOUNTING DETAL ON MAST ARIL 4 6 2 1-E-06 FURNISH MD INSTALL, IL 1/r CONDUIT w/CONDUCTORS INDICATED. 3 1 2-S-03 ALL. MAST ARIA WUNTED SIGN R;54,1 PER STANDAM FURNISH MD INST 5 2 -SPARE 12 ES 7N. DETAIL, 2-E-01 9 FURNM AND INSTAIJ. POLE MOUNTED R96 SIGNS* MOUNT ON POLE 6 W" 7' CLEARWE .AWVE FINPSHED GRADE. gill I-r 2 2-W-02 10 4 f-'V'WD Data Col ec."-or Dro ' prl- `C w/(,3)#S CONDUCTORS, PER S.C.E. FURNISH AND INSTALL 3 -07 3 2 �N 15 0 N REVISION DESCRI ION DATE ACCEPTED REQUIREMENTS. CONTACT S.C.E. SOTACE PLANNER 48 HOURS 7 > z 2 2-S-08 1:6 2 OL5 0 6 WORE W.GINNING WOW 07 milli 0 8 ('UCAMONGA FUMISH AND INSTALL, D/P PH 1 13 3 CITY OF RA' CH,O r_; ASE SELECTOR EQUPMENT IN CONTROU-ER, 2-W-*5 8 CABINET, 2 2-E-06' 14 4 t 40mulpa" FURNISH, AND INSIALL 2w coNourr wffH CONDUCTORS INDICATED6 7 TRAFFIC SIGNAL AND� SAFETY' LIGHTING PLAN: j EVP 0 1 06 EVP 3 FURN AND I NSTALL 20 CONDUIT WIT H FIBER 0 PTIC 1CABLE 2 WARDMAN BULLOCK RD. YOUNGS CANYON RD9 EVP 02 05 EV 4 (SEE SKET 27 OF 34, CONSTRUCTION NOTE FOR DETAO)o ........... IN SCALE" 1: 20' moo EV 03 08 EVP 5 10 % 2 EVP :04 & 07 EVP 6 I-IN III==.gill ------- 5 0 10 20 30 BANYAN AVE. P NOW Lin I Ew OWN-% l< OEM oil %moo APPROVED BY, DATE o SEAL -FOR GffA"wN RAL. TRAFFIC C", ENGLN .1A 4. Rc.E m& 24953 avussn"N"w"M womw I DESIGN SY' SIGNAL NO�TE`S SEL emineermg TLL ANWOWWWWWWWWA SHEET' 29 of 3.4. No, 20285 'BY: DRAw,N SHEET: Dow: sawn DiAL TWO WOMING IA Exp. 9/30/05 TJW Z= &Z �*04 SO NWWt ftwk CA OW 281 :4 .. 34 BEFORE DAYS WORE: ftM(9" 474-01M FM 0 YW DfG YOU DrI SPECIAL PROVISIONS FOR T'HIS WORK ON NOTEV 100 1 G LO -7 CHECKED BY: DRAWING NO, TOM RVE 227-2600 OFFICE OF THE CITY *ffi`-N:GlN'ER. am"WIN &M ft2M E*� A PUBW SERVff BY: UNDERAWIM SERAM ALERr . ...... RONNIE 0-1 NUNN womming 6 WIN "'IN NUNN Is 01111010awoll I now S I 1110mon k I I NIPPON c ic AS) SIDEWAIX 1 CABINET CURB z CONC. PAD ......................... SIDEWALK EXISTING GRADE :: .:: :• ; ; CURB + , , OROMEDIAN CURB B FACE DOUBLE YELLOW LINE + •� Lz t '.i� i ::: ;:.A-A 5' 6• 10' 1 2.1 SiPLAN CONCRETE CASE 1 SECTION A-A OUND TTIION (TYP) \ J I PAD LEFT TURN LANE M j `V CABINET �1 kj ::rJ10400 a*SI 3'DEWALK l� 8' WHITE TURNING LANE LINE n w THRU LANE 10 io j CURB `% i CONCRETE Z CONC. PAD . ,:. SIDEWALK "� 't . EEXI�ST. ;,� :3CURB �, o I.I.S.N.S. LEGEND DETAIL 4 LANE LINE-­1"" THRU LANE 10' N 6—B CONC FOUNDATION GENERAL NOTES SECTION B-BLO PLANC4 N IL 4' LANE LINE OR 8' ;,•� � 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLAN CASE 2 S AND STANDARD SPECIFICATIONS DATED JULY 1992, AS SHOWN ON THE PLANS AND IN TURNING LANE LINE ARM LENGTH (8'-Ol THE SPECIAL PROVISIONS. CONCRETE PAD 6' 10' 6o' 240 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SIDEWALK THRU OR RIGHT io . SPECIFICATIONS, TRAFFIC MANUAL MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. CABINET TURN LANE (TYP) DYABLE CONFORM CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND 5, SLR CAP 'SIGN TAB' LEGENDS. .... ,r — CONC. PAD Z E3 DETAIL r • k2f GRADE - - - - + 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR :::•'. : ^7 ; 0 1 PUBLIC WORKS CONSTRUCTIO , LATEST EDITION. ': : SIDEWALK t + URB TOP OF CURB FACE 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 7 CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE AERT AND CONCERNED UTILITY * - TYPICAL LANE WIDTH rt COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND * * 6 x6 LOOPS USED IN LEFT TURN sllik n CURB 6300 SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONC. FOUNDATION LANES GREATER THAN 10' WIDE 1/2' COUPLING AT POLE-FOR CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT RING ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES SIGN WI C-C LOOP DETECTOR PLACEMENT 6'—D' (NIPPLE SIGN THAT ARE NOT SHOWN ON THESE PLANS. PLANSECTION C-C (REFER TO PLAN FOR DISTANCE go p• 6' COTHERESCTORS BY 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS CASE 3 TO ADVANCE DETECTORS) PRIOR TO FINAL PLACEMENT. PERFORM PRI7JMINARY STRIPING LAYOUT PRIOR TO DETAIL 9132 LOOP DETECTOR LAYOUT. 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN TYPE "R" CABINET FOUNDATION AND NOTE: LB CONDULET, STO CABLE, HANGING THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. PAD DETAIL HARDWARE & SIGN BY OTHERS 7, VEHICLE INDICATIONS SHALL BE 12', PULLBOXES NO. 5 AND CONDUIT 2' RIGID METAL, DETAIL 'A' ARM TUBE SIZE GENERAL NOTES: EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS 8. ELECTRICAL SERVICES SHALL. BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR 2 3/8' x 3 1/2" x 11 GA. SHAFT STEEL OF 48 ODO PSI MINIMUM YIELD AFTER FABRICATION SIGNALS (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING BASE PLATES ASTM A-35 STEEL ASTM A-36 STEEL (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS & FLANGES AND SCHEDULING WELL IN ADVANCE OF NEED. SEE CITY STANDARD DRAWING 407. PIPE ASTM A-36--53 GRADE T STEEL ��K CLAMP BUTT WELDS GROUND FLUSH WITH BASE METAL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT (ASTM DOLTS ALL WELDS SHALL CONFORM TO AWS DI.1 WELD SPECIFACATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS FINISH COATING REWIRED FOR THE INTENDED OPERATION. SIGNAL_EE STRUCTURE HOT DIP GALVANIZED PER ASTM A-123 244 ABOVE HARDWARE HOT DIP GALVANIZED PER ASTM A-153 q FINISHED GRADE DESIGN CRITERIA UTILITY COMPANIES PHONE NUMBERS EMERGENCY VEHICLE STRUCTURE IN ACCORDANCE WITH THE *SPECIFICATION FOR SOUTHERN CALIFORNIA EDISON CO. (909) 930-8420 PRE-EMPTION DETECTOR STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, (CONTACT JERRY SMITH) & HARDWARE LUMINARIES AND TRAFFIC SIGNAL AASHTO 1994 SOUTHERN CALIFORNIA GAS CO. 800 422-4133 A. �•R CLAMP IN ACCORDANCE WITH THE *SPECIFICATION FOR VERIZON 800 422-4133 RED 1 �' WELDING LUMINARIES ARAL NDPPORTS TRAFFICOSIGNAL WAY SIGNS,AASHTO 1994 PACTEL 80 987-4133 2591 6A' TROBRAC MOUNTING O E.C.R. 1 UNDERGGROUND SERVICE ALERT ICI 19090 227-25600 RACKET AB-0132 OR AB-0155. 1 1/2' DIA (WATER AND SEWER) ( ) fle YELLOW 1RRED \ �'' ' SIGNAL POLE CLAMP 12" MAST ARM PLLEQ GREEN * \� v -0 DIA. HOLE INCIAMP - - CURB/BERM FLOW LINE 3• "F" * OR EDGE OF SHOULDER \ g 16UNC BLUNT ( ) GREEN _ + SCREW T LNG ��pp - .I ELD HOLE AS REQ'D: *GREEN INDICATIONS d TR~AffIC D•p�11, • PAD' (- OLE EMERGENCY VEHICLE PRE-EMPTION ARE SIMULTANEOUS od FOR petit W GROMMETg D� DETECTOR MOUNTING DETAIL ZM FOR *V. .C• AND .E• TNMUMNS. SEE POLE rt %FIELDLLDRUM) DRILL SIGN TAB DETAIL N.T.S DETAIL 'E' SCIffDI11.E, OR AS DIRECTED BY ENGINmt CLAMP DETAIL DETAIL 'D' (MAS-46 per ES-3E) (TYPICA_ SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) (MAS-4131 SIGNAL STANDARD PLACEMENT DIMENSIONS NO. REVISION DESCRIPITION DATE ACCEPTED PER ES-3E) AND EQUIPMENT LOCATIONS CITY OF RANCHO CUCAMONGA HORIZONTAL MAST ARM I.I.S.N.S. DETAIL 'C' TRAFFIC SIGNAL DETAILS WARDMAN BULLOCK RD. AT WILSON AVE. AND WARDMAN BULLOCK / YOUNGS CANYON AT BANYAN AVE. . I SEAL APPROVED GI 0 � QQOTESS/p � CITY ENGINEER � .�i, ur���,� j D � R.C.E Na_ 24953 0T 14' �P" T �c DESIGN BY. _ _ RECOMMENDED. 0 ring TILL OAC5— eng nee N '° group,[He.20285 w Ln BEFORE TWO WORKING DRAWN BY ss gp, y�y �o . r &Wd ffiak G n= SHEETDIAL Ln o DAYS BEFORE * Exp. s/30/os * '°""` °'�°'° ' °�°" S`"'�' 29 of 34 YOU DIG /l CHECKED BY PIM (90) 47{-OBW Fee T901 474 ONI DRAWING NO uq YOU DIG f CIVIC �� s TOLL FREE 1-800-227-2600 NOTE: SPECIAL PROVISIONS FOR THIS WORK N l e of cr,L�� c.,.�Da1e.;lls�• 8 Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FILE IN THE OFFICE OF THE CITY ENGINEER. i j�MM UL MM20M E* , a- S 8 �- o ; R26( ) Q2 R26(S)1 ^� S N I i N JOIN EXISTING STRIPING STA 6+6OF_ (DW41 -->��`�S) GENERAL STRIPING NOTES 1 'SIGNAL_» 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND TOTAL QTY. 1� + THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND CONSTRUCTION NOTES: ( 30-34) i � i SPECIFICATIONS, TRAFFIC MANUAL MAINTENANCE MANUAL AND Q cn� PLAN AND CITY STANDARD PLAN NO 133, UNLESS OTHERWISE APPROVED OR RR REMOVE AND RELOCATE EXISTING SALVAGE. 1 Each DIRECTED BY THE CITY ENGINEER. --- - ® t REMOVE AND SALVAGE EXISTING SIGNAGE. 7 Each o l I 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND 1 INSTALL THERMOPIJ\STIC PAVEMENT MARKING PER CALT1iANS STANDARDS. 1529 SF i INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE Q O INSTALL TRAFFIC SIGN, PER CITY STANDARD 401 - 8 - 125 Each FOLLOWING PROVISIONS: E TT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, 1 � Z ' 1 •AHEAD' ( ) 3 i SANDBLAST-CONFLICTING STRIPING. _ 2020 LF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LAST EDITION AND THE B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SWU1 BE 4 r ,---------- � ' ' (SAE.) UNLESS OTHERWISE NOTED. O REMOVE EXISTING CONFLICTING PAVEMENT MARKERS. _ - 322 SF B 500't (TAPER) ' INSTALL 12' SOLID WHITE THERMOPLASTIC MARKING. 1130 LF REMOVED BY WET SANDBLASTING. 5 INSTALL 8' SOUD WHITE THERMOPLASTIC CHANNELJNG UNE - CITY STD. 133 1045 LF C. ALL CONFLICTING TRAFFIC SIGNS SHALL. BE REMOVED AND SALVAGED. - - - UNE ,, D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL © PAINT DOUBLE YELLOW CENTER UNE - CITY STD. 133 6410 LF AN BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. 7 PAINT 4• SOLID WHITE LANE UNE - CITY STD. 133 350 LF f O PAINT DOUBLE YELLOW MEDIAN STRIPE - CITY STD. 133 395 LF � E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL 8 PROP. C/G I I BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. - -- - - - - F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY 0 PAINT 4' WHITE LANE STRIPE - DETAIL 12. 4330 LF ' THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT 10 PAINT YELLOW TWO-WAY LEFT TURN LANE STRIPE - CITY STD. 133 2005 LF STRIPING AND MARKINGS. I i EXIST. C/G G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD 11 PAINT 8' WHITE LANE DROP STRIPE - DETAIL 376. 500 LF i SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). 1© PAINT 12 SOUD YELLOW STRIPE 0 45 255 LF (2)R26(S) INSTALLATIONS SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO 1© PAINT 4' WHITE RIGHT EDGE UNE - DETAIL 278. 95 LF I 2 R26(S) WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. • SHALL — -- - I "l - 14 INSTA H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SW LL BE LL TYPE "H' REFLECTORS PER CITY STANDARD 133. 1077 Each -- i ' INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. 15 INSTALL TYPE "E' DELINEATOR PER CALTRANS STANDARDS. 7 Each ' 18' 26' (II 1. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR •��: TOTAL STRIPING QUANTITY INCLUDES BOTH INTERIM AND ULTIMATE CONDITIONS,3 HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE AS OUTLINED ON PLANS (SEE SHT. 31 of 34 FOR DETAILS). SATISFACTION OF THE CITY ENGINEER. ai ( J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH 6 90' (TRANS.) ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE ' . WITH CITY AND STATE STANDARDS. o K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SWILL BE IN ' o I ACCORDANCE WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY i TRAFFIC ENGINEER cc O I ' 3. TRAFFIC SIGNS SHALL BE INSTAL).ED PER CITY STANDARD DRAWING NO. 401 B 4J 3J � 1 TYPE N(LT) m � 16' 112' 16, �1 OO' F z QR26(S) I 2 R26(S) s 6 100' WARDMAN BULLOCK ROAD STA 1+00.00 SOUTH 3 =WARDMAN BULLOCK ROAD STA 0+00.07 �NORTH3 5; TRACT 13565 EXIST. CB (REF) 1 TYPE N(LT) 62 -— 2 R61-�0.1, g WILSON AVE. STA 86+95.12 WILSON AVE. R26(S FIELDS PLACE STA 3+18.83 --- -- - -- -- - - - - - -- --- -- - -- -- -- — - - ------R/W------ � - - ------ --- --- --- - ---- -- - - - -- ---R/W- --- 4-26 S - -- - 1 `MEAD* 2 W41 2 R2s((s 2 R26 s EXIST. BARRIER 2 R18-2 6 275' i TYPE N(RT) O W73A) ( ) - - - - - - - - - - - - - - - - - - ! o FUTURE C/G J 9 , - - - - - -.0 4 - - - - - - --_ - �` 250' - - - - - - - - o (TYPICAL) (D TYPE N(LT) 4 • 1 TYPE N(RT)�-� 5 200 1 TYPE N(Ll) 11- 14 (TYP.) _ r TYPE N(U)---,� 1 20' O.C. (TlP.)ap � I 'SIGNALm �IXIST. C/G (TYP.) -- - -- -- "� _ , FUT. RAISED MEDIAN 13 � � - - - - - - - -_��—_ — � — - � - - - - - - - - - - - - - - SCALE: 1 — 40 ..........-.................................... .. .........! a 9 • � '• 2 EXIST. RAISED MEDIAN 450' TO 50, 2 R10 w .......... .. ....00......... ...............TYPE n - -- -- -- -- -- -- -- -- -- -- -- -- 3 -- -- 1 o s o 20 4o so Z Cfl - - FUTURE 1W _ _ _ 8 150t LIMIT LINE r 7 100' R/W kEXIST.)- - o,-� -= - 4 __ IL4 W - - - - - -� - - - - - _ _ - - - - - 0v � - - - - - - - - - - - -- -- -- - - -- -- _ - - - R W PROP. � ---------- ----- - EQUEST.�LTJf'}_' - - �� �� 2 R26(S) — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 R2 S• - - 2 R26(S) —��` �, 2 R26(S) � ) \� �0� - - - - - - — - - - - - - - 2 R2�S) - LINE (REF.) 2 R26(S), S PL QR6(25 2 G7-3 PROPERTY - - - - (TYPICAL) G8: FIELD 0.25. 2 R1 LLI 1 "STOP' I i N • INDICATES FUTURE STRIPING, TO BE SM SHEET 31 of 34 FOR STRIPING • INDICATES FUTURE STRIPING, TO BE � B 155E INSTALLED BY OTHERS (NOT INCLUDED DETAILS ON WARDMAN BULLOCK INSTALLED BY OTHERS (NOT INCLUDED w d IN TOTAL STRIPING QUANTITY). w toIN TOTAL STRIPING QUANTITY). w o NO. REVISION DESCRIPITION DATE ACCEPTED - - -- w v U CITY OF RANCHO CUCAMONGA L6 14 (TYP.)• FUTURE C/G (TIP.) {9�615f o ®R1 TRAFFIC SIGNING AND STRIPING PLAN FUTURE RAISED MEDIAN Qt TYPE N(LT)• +� ��TOP� WILSON AVE. , E/O WARDMAN BULLOCK RD. - - - - - - -73Tpp- -N _ — 74�Od' _ _ - - _ - - _ • •AHF - — _ — _ - - - _ - - _ — 7?f06' - - — -- _ � J OV1J - - -+- - � - � - - - - - �- - - - _-±_ - ,::. w AND ^� - - - - - - - - - - - - - - - . ...... .._. a > STRIPING AN TrAAs r s 515f �5 200' moo I WARDMAN BULLOCK RD. , N/O WILSON AVE. AREA NOT SHOWN — — — — — — 8Y OTHERS - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - w �w 4 SEAL DATE �� — — — — — — — - R/W (EXIST.) - FUTU_RE_S W TYP. — Z APPROVED BY V - - - - - - - - - - - - - - - - - - - - - - - - - - Q OFESSlCfIY ENGINEER ��� P �� � RC.E NO. 24953 D0,11-1 _ - - - - - - - ______ - ��— — — — �T DESIGN BY: _ RECOMMENDED: o w41 - - -R-/W-(PRfl�. --- ------- - --- _--- - --- - - ��n—=_ - TILL engineering �A MM�� ARµ � CT ----- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W � -- group inc. w �- - - - - - - - - - - - - - - - - 50 LIMIT LINE EQUESTRIAN TRAIL (FUT.) 2 R26(S)• °` No. 20285 '° DIAL TWO WORKING v - - - - DRAWN BY: SHEET BEFORE DAYS BEFORE I - -•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - nor a NOTE: SPECIAL PROVISIONS FOR THIS WORK ON s/3o/o5 * >� _ 0 0 �5Q T� - - - - - - - - - - - - * TJW 2oao, s.. eYd, . M w.�an ) 474 ODU - 30--._ of ---34 - ` YOU DIG You D� a — — — — — — — FILE IN THE OFFICE OF THE CITY ENGINEER. s, CI . ,N c°'°I •"—°°°' F� c°'°I •" log LO TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVI E ALERT ! CHECKED ey RZL ��ffi DRAWING NO IEOF CAL��°� 1S1�7J� 1„�,- -�w�.._o,t.zLy�O a000- Fn to -/' �,7 WILSON AVENUE ► S<;N - �- i / ' a Il WARDMAN BULLOCK STA 7+02.19 - f (t 1 i WARDMAN BULLOCK STA 4+34.57 PROPERTY LINE (REF.) SUMMIT AVENUE STA 100+00.00_ _ oft- <- BANYAN - I I "(F1+12,01 (TYPICAL) _ _ -- 2 R26(S) - 2 R18-2WARDMAN BULLOCK ROAD — _ _ — _ _ — - - - - - — O _ - . i �O� 300' TO 50� T G 2 R26(S) 2 R1 _ -- - g 90)j(fRANS) 1 �- ' 1p S) 2 W41 2 W56 2 _- ---- ----- -------- rLIMIT LINE... ._.. 26 S 50. i - - 1 TYPE N � 5 150' 11 250' 1 SIGNALr 9 125'f g 1 "STOP' - /SEE SHEET 30 of 34 FOR ING (� 50 TO _ - 2 R26(S) a - - - - . - - • - - • - - • - - • - - • - - . - - - { � -- DETAILS ON WILSON AVE M � LI LINE = 1 "AHEAD• 1 8 100' (w/60' FLARE) +o 4 _ - 6 1 TYPE N(LT) /- 0oroe..................................: _ - _- - - � = - - �-- - - - - i - - - -I - - -I 4 WILSON AVENUE STA80+00.00 - WARD ST + - Qt "STOP 1 25 - - 1 AHEAD 10 3 'f 4 "� ` - _ -- EXIST. 8 100' (w/60' FLARE) �' �475't Qj Sp 1 "S P• - _ ) 4 1 TYPE IV(LT) ' _ / - - - - - _ - - - EQUE5fRU+N �• 2 R26(S) . . .. p g EQUESTRIAN TRAM. 2)R26(S) EQUESTRIAN TRAIL _ —__ 2 Rl HHI li ---- 2 W17 I 1 i�---------- OR26(S) 2 R1 1 *STOP•- OR26(S) L 0 T A I I 2 G8: "BANYAN AVE ->• - d - - -- -FUTURE C/G (TYP.) � II III I II � I O^ll II I o I I I I 1 1 1 I I J H I I I I I FUTURE sw (TYP.) Q2 R2s(s) o W 0 1 11 111 1 1 1 W 2 R26(S) (3�i I II M ' 15 a> I i ii II I INTERIM CONDITION a CONSTRUCTION NOTES (THIS SHEET ONLY) ToTAL Qn II ( Z 6 550'f RR REMM AND RELOCATE EXISTING SALVAGE a= 1 1 II II 1 EFFECTIVE PRIOR TO CLOSURE OF (TEMP.) a I ® REMM AND SALVAGE EXISTING SIGNAGE. N D 1 I I 11 I 1 BANYAN AVENUE; SEE BELOW LEFT FOR T -- 1 I II 1 ULTIMATE CONDITION. Z I INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARDS. , 1 Q Q2 INSTALL TRAFFIC SIGN, PER CITY STANDARD 401 - B GENERAL STRIPING NOTES m -- ---- - -- O SANDBLAST CONFLICTING STRIPING 1. SEE SHEET 30 of 34 FOR GENERAL STRIPING NOTES. -'-_ a 15 REMOVE EXISTING CONFLICTING PAVEMENT MARKERS ---------- ----- - - -- - - - - _ - - C Q4 INSTALL 12• SOLID WHITE THERMOPLASTIC MARKING o FUTURE PROPERTY LINE (REF.) z (TYPICAL ® INSTALL 8 SOLID WHITE THERMOPLASTIC CHANNELING LINE - CITY STD. 133 S;a - - - - - - © PAINT DOUBLE YELLOW CENTER LINE - CITY STD. 133 PAINT 40 SOLID WHITE LANE LINE - CITY STD. 133 vTT�I / - - - 2 R26 O PAINT D 8 - - - -- - - - O DOUBLE YELLOW MEDLAN STRIPE CITY STD. 133 — - - - - - - - - - - - - - - - - - - - - - -- - —�- - - 1 2 R26(S) Q9 PAINT 40 WHITE LANE STRIPE - DETAIL 12. NUTWOOD PLACE (FUT.) 10 PAINT YELLOW TWO-WAY LEFT TURN LANE STRIPE - CITY STD. 133 15 11 PAINT 8• WHITE LANE DROP STRIPE - DETAIL 37B. 1© f PAINT 12• SOLID YELLOW STRIPE O 45 15 INSTALL TYPE -E- DELINEATOR PER CALTRANS STANDARDS. gm •<- BANYAN AVE.' PROPERTY LINE (REF.) ' 15 WARDMAN-BULLOCK ROAD_ - _ — ___ - - - - - - - - - - - - - - - - - - - - - - - LOT G RS W56 � RI --� � - 3 ---R LW _} - - 3 SCALE: 1" = 40' - 1 3 g - - ---- - - - O 100't I _ I 2 R26(S) / 50 20 40 60 — - - - - - - - - - - - - �� - - - - - N 3 10 390't _o� F 2QR26(S 15 - - - - - - - 4+94 — - - -- - -� — -- - - - - - - _ --tT " N� - y - - - -�- - - - - - - - - - - - __- - ' 1 i _ `j h 3 - '�l�J to r 3 - - �, EQUESTRIAN TRAIL I _ EXIST. C/G (TYP.) -- RS W1�\ 1 I -------- -- R/ - IRS R1 — SAP \ - / 15 I � I I I I I I RR GB: "BANYAN AVE ->• `�- (TO SHEET 32 of 34) STRIPING NOT II II II IIII II ` SHOW)N � FJO ACCEPTED6(S) NO, REVISION DESCRIPITION DATE(REMOVED BY OTHERS : 2 R2 �G ®W17 SAN ANGELO -� / '��� ''~ �° CITY OF RANCHO CUCAMONGA DRIVE (FLIT.) (TEMP.) BANYAN AVE. --i' i '�/ / QR26(S o� To BE aaANDONED/cLosED AT nME .4- . 15 P9 TRAFFIC SIGNING AND STRIPING PLAN OF CONSTRUCTION OF UL77M47E PLAN. 3 (SHOWN FOR REFERENCE ONLY) WARDMAN BULLOCK ROAD, FROM WILSON AVE. TO STA 12+00.00 j_ �`\o/ / -- Q1 •AHEAD• AND --� 1 "STOP 2 W17 ; / •-�- SUMMIT DIAGONAL FROM WARDMAN BULLOCK RD. TO STA 93+00.00 ULTIMATE CONDITION ,��'- o SEAL APPROVED BY DATE ' � - / O QgOF ES5/py� CITY ENGINEER / ; / ' '� R C.E Na 24953 n EFFECTIVE UPON CLOSURE OF (TEMP.) -/-- D T �Q° Q�T Al o BANYAN AVENUE; SEE UPPER RIGHT �„ `zY a� DESIGN BY: RECOMMENDED: o z engineering d� W FOR INTERIM CONDITION. --�- P A�% W `� ---- - rLL -- group, - o A DI No. 20285 AL TWO WORKING DRAWN BY: SHEET: BEFORE DAYS BEFORE Exp. 9/30/05 NOTE: SPECIAL PROVISIONS FOR THIS WORK ON * CHECKED BW ' �w e.wN a DRAWING NO : 34 TOLL FREE 1-800-227 D2600 f jE C1V1� 0��! �\�`f �°7 ;� Q Of $ FILE IN THE OFFICE OF THE CITY ENGINEER. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT °f C"t�` ,� K4N --`RXL °ati ,9/ aoo0 -S s TOTAL QTY. CONSTRUCTION NOTES: (S[FEIS V-34) \(1 \ t �"SO O i REMOVE AND RELOCATE EXISTING SALVAGE - 2 R26 5 � RS I REMOVE AND SALVAGE EXISTING SIGNAGE O1 INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARDS. OAKLEAF WAY ® ' INSTALL TRAFFIC slcN, PER CITY STANDARD 401 - e - 2 W17 - L SANDBLAST CONFLICTING STRIPING. _- - --------------- - - '` 1 STOP' RE IM EXISTING CONFLICTING PAVEMENT MARKERS. INSTALL 12' SOLID WHITE THERMOPLASTIC MARKING. 2 W56 INSTALL 8' SOLID WHITE THERMOPLASTIC CHANNELING LINE - CITY STD. 133 0 / \ 4 1 "STOP' © PAINT DOUBLE YELLOW CENTER LINE - CITY STD. 133 a \ \ C2R1 PAINT 4' SOLID WHITE LANE LINE - CITY STD. 133 1 �� PAINT DOUBLE YELLOW MEDIAN STRIPE - CITY STD. 133. Q PAINT 4" WHITE LANE STRIPE - DETAIL 12.WARDMAN BULLOCK RD. STA 14+68.12 O9 OR26(S) 2 R26(S) PARKVIEW WAY FUT. STA 4+51.12 O10 PAINT YELLOW TWO-WAY LEFT TURN LANE STRIPE - CITY STD. 133 0R26(S) 0 PAINT 8" WHITE LANE DROP STRIPE - DETAIL 37B. - W41 13' I 13' 1 TYPE N(RT) - ' 1 PAINT 12' SOLID YELLOW STRIPE 045' i EXIST. C/G (TYP.) OO TYPE N(LT) g ©- \ \ 5 45 t Q PAINT 4 WHITE RIGHT EDGE LINE - DETAIL 278. \ ©45 t 2 R61- 9.1 14 INSTALL TYPE "H" REFLECTORS PER CITY STANDARD 133. \ \ EXISTING PROPERTY LINE (REF.) 1 'AHEAD' R26(S) O (TYPICAL) O Q�f� 15 INSTALL TYPE "E' DELINEATOR PER CAI-TRANS STANDARDS. 10 \ - G - •fig: TOTAL STRIPING QUANTITY INCLUDES BOTH INTERIM AND ULTIMATE CONDITIONS, \ - 2 R26(S) w O50' 6 60' (TRANS.) AS OUTLINED ON PLANS (SEE SHT. 31 of 34 FOR DETAILS). ` - -� - - BULLOCK R Q2 R26(S) I I 1 "25' EXIST. C/G (TYP.) tQ 1 "SIGNAL" / \ R/W�_ - _ OAS WARDMAN BULLOCK NGS CANYON STA 21+34.87 + ROA_ _ O \ '_-- - - �BANYM AVENUE STA 61+07.60 2 R2�) YOUNGS CANYON _ 2 R26(S) _ - - - - - - - - - - - - - _ - - (2 R26(S) _ - - -- —_ 0 R2s(S) / ,• ` TYPE IV(LT) 2 R2 LOT T Vd - ------- \_ _ — -- R/ 0 / i// // // 2 Wa 41 1 - / // / / \ 0 - _- x - -- -- - - + / / - ` I 8 90' (TRANS.) - 9 FUTURE C/G (TIP.) - 4 7 100' = 10 0 2 R26(S) - N -- _ , 1 TYPE N(LT) W FUTURE SW (TYP.) �� -- - B 150' S ,Oo' 23+00 W m / -\-`\ Oj TYPE N(LT) I 1+I o0 I o I 7 Lj oqj- �� UM _ -- _- = 150 7 100' 1 TYPE N(LT7 B 150 1 TYPE (LT) 10 to -- 2 R26(S r 4 (1YP. - 2 R26(S EQUESTRIAN TRNL `--- - EQUESTRIAN TRAIL - FUTURE PROPERTY LINE (REF.) - (TYPICA) RR G8: "BANYAN AVE> — — _ _ -- 2 W53 L 0 T (INSTALL 250't TO LL) O2 R26(S) - (FROM SHEET 31 of 3 ' 17' 1� 1r 1 TYPE N(LT) S/ 44 t ©1 2 R26(S) P Rc EXIST. PROPERTY LINE (REF.) YOUNGS CANYON ROAD t N TRACT BOUNDARY (REF.) _ ,—� � I 5 100, -4 '"c'• ( - - _ - - 450 T0\ ' I 1 TYPE N(LT) �.i 1A 2OG8• "<- BANYAN AVE' - - LIMB LINE _ _ _ (INSTALL 250't TO LL) OR26(S) 2 W41 _ __ - EXIST. C/G (TIP.) - _ � 2 TWY31 'N' (TRACT - __- - CT 13565 2) c�v 2 R26(S) i 2 R26(S) 31 o 9 - - _- - - - - - - - 1 "SIGNAL" - Q �_ _ ^' u - zs�oo - W cn 1� h Y - -- - - - IT. BARRIER _ — - I Z w SCALE: 1 40' z>QI 2 R26(S) C/G TYP.)EXIST. z. OR II ' BANYAN AVE. STA 57+98.78 10 50 20 40 60 ROSE WAY FUi. STA 1+00.00 EQUESTRIAN TRAIL 2 R26(S) - - -- —--—-- 2 R26(S) II I E- LOT LOT ,M ©150't (TAPER) _ Lin FUTURE PROPERTY LINE (REF.) II I FUTURE SW (TYP.) o a j } (TYPICAL) YOUNGS CANYON RD. STA 26+90.92 I II I II I " I II FUTURE C/G (TI,P.)PARKMEADOW PL FUT. STA 3+41.60 II I"CPARCEL W PARKMEADOW PLACE (FUT.) FUTURE SW (TYP.) FUTURE C/G (TYP.) NO. REVISION DESCRIPITION DATE I ACCEPTED 2 R26(S) CITY OF RANCHO CUCAMONGA `Y FUTURE PROPERTY LINE (REF.) 18. 6 20'f (TYPICAL) TRAFFIC SIGNING AND STRIPING PLAN GENERAL STRIPING NOTES ®��cs) 33, WARDMAN BULLOCK RD.NOUNGS CANYON RD., FROM STA 12+00 00TO E/O BANYAN AVE, 1. SEE SHEET 30 of 34 FOR GENERAL. STRIPING NOTES. AND MATCHLINE STA 57+00.00 (SEE SHEET 33 of 34) BANYAN AVE., FROM OAKLEAF WAY TO STA 57+00.00 SEAL APPROVED BY DATE-- f QQOEESSYp CITY ENGINEER ) p� P ( O R.C.E No. 24953- m - - 14� T ��� DESIGN BY: RECOMMENDED. 0 AW�� ?^ TLL engineering J��f o DIAL Two WORKING group ml;. Na 20285 '° DRAWN BY SHEET: n BEFORE DAYS BEFORE * Exp. 9/30/05 TJW want ML eta� fY t a Y28t0 �G of "� i) YOU DIG YOU DIG NOTE: SPECIAL PROVISIONS FOR THIS WORK ON f C11� �� - -- � (US) 474 M Fine (W) 474 M - FILE IN THE OFFICE OF THE CITY ENGINEER. ''rE OF CklAi &� CHECKED BY �,,,, w`� Dd, I\t O DRAWING NO.: N g TOLL FREE 1-800-227-2600 c Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT eaeExr R.C.E. NO2= E9 �O0 - S - o M 2 R26(S) 2 R26(s) 2 R26(s) BANYAN AVE■ 2 R26(S) EXIST. SW 2 R26(S) vw + o --- ----- co 41+00 42+0 -- a —� -- Go 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 i7 of LLJ Z = Y �C `r r -- - - --- - - - - -- - ---------- -- -- ------ tv- vWi - -------------- ---- - ------ - -- --- ------ ---- 2 R26(S) IXIST. C/G (TYP.) 6 2 R26(S) 2 R26(S) .. 2 R26(S) 2 R26(S) SyFc�s2l S 38 of 00 TOTAL QTY,' CONSTRUCTION NOTES: (%fM 30-34) RR REMOVE AND RELOCATE EXISTING SALVAGE ® REMOVE AND SALVAGE EXISTING SIGNAGE. NX oo / - - _ FUTURE C/G (TYP.) � Q1 INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARDS. \\ \ / PER CITY STANDARD ao� - e - �P \, 0��� Q2 R2s(s) ti �� / Q2 INSTALL TRAFFIC SIGN, �y �\ \� \ 2 R26(S) SANDBLAST CONFLICTING STRIPING. O REMOVE EXISTING CONFLICTING PAVEMENT MARKERS. j \ 1 AHEAD ® INSTALL 12- SOLID WHITE THERMOPLASTIC MARKING. 05 INSTILL 8' SOLID WHITE THERMOPLASTIC CHANNELING LINE - CITY STD. 133 Z FUTURE SW (TYP.) © PAINT DOUBLE YELLOW CENTER LINE - CITY STD. 133 0 a / PAINT 4" SOLID WHITE LANE LINE - CITY STD. 133 + \ / / / _ _ � / /moo° , 1 SIGNAL' ® PAINT DOUBLE YELLOW MEDIAN STRIPE - CITY STD. 133 �S _ h 2W41 , / PAINT 4' WHITE LANE STRIPE - DETAIL 12 10 PAINT YELLOW TWO-WAY LEFT TURN LANE STRIPE - CITY STD. 133 Sk - SAP EXIST. C/G (TYP.) 11 PAINT 8' WHITE LANE DROP STRIPE - DETAIL 37B. -0 PAINT 12' SOLID YELLOW STRIPE 0 45r 1© PAINT 4' WHITE RIGHT EDGE LINE - DETAIL 27B. MPAC' BANYAN AVENUE A 5BAUTISTA WAY STA 10000 7 14 INSTALL TYPE OH' REFLECTORS PER CITY STANDARD 133. +00.00 15 INSTALL TYPE "E' DELINEATOR PER CALTRANS STANDARDS. / •�Q�: TOTAL STRIPING QUANTITY INCLUDES BOTH INTERIM AND ULTIMATE CONDITIONS, BANYAN AVENUE STA 51+97.79 AS OUTLINED ON PLANS (SEE SHT. 31 of 34 FOR DETAILS). CASHEW WAY FUT. STA 100+00.00 / O2 R26(S) / 2 R26(S) / (TFTYPIC )PROPERTY LINE (REF.) /9. EXIST. SW / v SCALE: 1" = 40' / pgA K PLACE (IFUT-11 10 50 20 40 0 i I1 III i / 2 S R26( FUTURE C/G (TYP.) I li 1 I � _ I 1 FUTURE SW (TYP.) / AAO �� \\ FUTURE C/G (TYP.) 2 R26(S v\ vAv \\ \ �IInII 5ok0° ��/ 0� �\ lU IUI , , / ;; / \\ \\\ \ \� \� 2 R26(S) _ _ _ _ I �r ` __ ` 2 R26(S) `1' , �\ = �� a9+o° /�� / FUTURE SW (TYP.) \\ \\ \ `� \\ --``�., - - 2 R26(S) 48+00 NO. REVISION DESCRIPITION DATE ACCEPTED " _ 47+00 44+00 45+00 46+00 - -_/ - 2 R26(S) / Go -� PS�� CITY OF RANCHO CUCAMONGA -Go - _� CO co — - -- �- TRAFFIC SIGNING AND STRIPING PLAN EQUESTRIAN TRAIL BANYAN AVENUE STA 47+52.14 BANYAN AVE., FROM STA 31 +00.00 --- ----- ------ -- -—--—- 2 R26(S) 6 PEAK PL FLIT. STA 100+00.00 TO 2 R26(S) STA 57+00.00 I SEAL APPROVED BY: DATE 1 "HTGENERAL STRIPING NOTES �oQ&oTEss�p Cm ENGINEER- /(� �� �� - R.C.E No. 24953-- 1. SEE SHEET 30 of 34 FOR GENERAL STRIPING NOTES. �`o- T f�c DESIGN BY RECOMMENDED: m TLL engineering PACs o PS Awme Awwww✓wwww.v� ° No. 20285 A group, DRAWN BY: SHEET: s DIAL TWO WORKING ono elle=% YOU D G DAYS BEFORE * Exp. 9/30/05 TJW zoaot sr era ") sa, M Fm ep7 M 33 34 NOTE: SPECIAL PROVISIONS FOR THIS WORK ON f, clvkt c � 4�. .�. F� w,.1 •� FILE IN THE OFFICE OF THE CITY ENGINEER. 'jF OF CAI ki CHECKED BY: Roves-,— 000- � �+-,�� ,3`��Jo DRAWINGNO J g TOLL FREE 1-800-227-2600 __ rmeEnr � Rca No.a, m g A PUBLIC SERVICE BY UNDERGROUND SMICE ALERT TOTAL QTY.' CONSTRUCTION NOTES: (mm 30-34) RR REMOVE AND RELOCATE EXISTING SALVAGE ® REMOVE AND SALVAGE EXISTING SIGNAGE. Q1 INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARDS. Q2 INSTALL TRAFFIC SIGN, PER CITY STANDARD 401 - 6 SANDBLAST CONFLICTING STRIPING. RE EXISTING CONFLICTING PAVEMENT MARKERS. 5 MOVE Q4 INSTALL 12' SOLID WHITE THERMOPLASTIC MARKING. , Q5 INSTALL 8' SOLID WHITE THERMOPLASTIC CHANNELING LINE - CITY STD. 133 0 © { PAINT DOUBLE YELLOW CENTER UNE - CITY STD. 133 4 - -- - - - — 7 PAINT 4' SOLID WHITE LANE UNE - CITY STD. 133 80 PAINT DOUBLE YELLOW_ MEDIAN STRIPE - CITY STD. 133 v� 9 PAINT 4' WHITE LANE STRIPE - DETAIL 12. o 1Q0 PAINT YELLOW TWO-WAY LEFT TURN LANE STRIPE - CITY STD. 133 11 PAINT 8' WHITE LANE DROP STRIPE - DETAIL 37B. 1© PAINT 12' SOLID YELLOW STRIPE 0 45 - - 1© PAINT 4' WHITE RIGHT EDGE UNE - DETAIL 27B. 14 INSTALL TYPE "H' REFLECTORS PER CITY STANDARD 133. 15 INSTALL TYPE 'E' DELINEATOR PER CAI-TRANS STANDARDS. •M: TOTAL STRIPING QUANTITY INCLUDES BOTH INTERIM AND ULTIMATE CONDITIONS, AS OUTLINED ON PUNS (SEE SHT. 31 of 34 FOR DETAILS). (TEMP.) BANYAN AVE. BE A&WDONED/CLOSED AT TIME LCONSTRUCTION OF THESE PUNS. Z ORIGINAL EP (REF.) HOWN FOR REFERENCE ONLY) -H (TYPM) �S c a � --—--—- (�)R26(S) 2 R26(S) Q2 R26(S) EXIST. SW BANYAN AVE. 2 R26(S) 2 R26(S)AAI o 0 + o CD _ - 25+00 26+00 27+00 28+00 29+00 30+00 H 23+00 24+00 N }• 4J 19+00 _ _______- - 20+00 21+00 22+00 } °O > M co aD ,Y -. oD W N ------2 R26(S) 2 R26(S) - -------- ------ --- - --- --- -- -R W- -------- --- --- - - - --- --- ----- - -- -- -- - -- -- - - ---- - = w --- -----------RAW--- - -------- -- -- 6 EXIST. C/G (11P.) 2 R26(S) 2 R26(S) 2 R26(S) v GENERAL STRIPING NOTES 1. SEE SHEET 30 of 34 FOR GENERAL STRIPING NOTES. NO. REVISION DESCRIPITION DATE ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNING AND STRIPING PLAN SCALE: 1 " = 40' BANYAN AVE., FROM STA 18+00.00 TO STA 31 +00.00 AND �( 10 50 20 40 60 SUMMIT DIAGONAL, FROM BANYAN AVE. TO STA 72+00.00 Tcp O SEAL APPROVED BY: C �o D �OQROTESS/p4�` CITY ENGINEER/ ((G �� RCE Na 24953 y�Q T ���i DESIGN BY: RECOMMENDED. ^"""""'"""AMMNA ^,� ""^""^ TLL engineering , 3 s DIAL w - - group,inc. - TWO WORKING No. 20285 DRAWN BY: SHEET ri ' BEFORE DAYS BEFORE * TJW zoo sr as sa..r,O a 8 q..poa aN rw�eao 34 y NOTE: SPECIAL PROVISIONS FOR THIS WORK ON q,,,,,� 1„0, ,, F� c�, .,4 Of 34 9 30 OS YOU DIG YOU Dec * Exp. '"Sk Sufi 2W lbopm s%** o TOLL FREE 1-800-227-2600 �l7 1V1` ��! CHECKED BY: n DRAWING NO.: Z A PUBLIC SERVICE I Y UNDERGROUND SUNIM ALERT FILE IN THE OFFICE OF THE CITY ENGINEER. rf OF CALF l 4 w. 31 bbC- xoeoa wvs� n:cr. Ho.aozes 8 TR. 14759-1 CONSTRUCTION DETOUR P ACHo STRIPING AND SIGNING PLANS0 0 o -7 �- o �- z U D I //Z / / 51 45 / / / = 52 150' MIN. 4fi 150' MIN. Q TRANSITION LENGTH 210' 100' MIN. TRAFFIC LANE OFFSE 3' o U w uj m m / �/ �� / 49 Q = v Q z w EXISy REMOVAL OF EXISTING RGG EP = N o 3 ¢ _ z AC PAVING PER 0 Z z o TR. 14759-1 STREET i / cn Z / Z 3 0 m IMPROVEMENT 'ItZ VAN i Q Z ¢ cn Q z i / / TEMPO A(ja CRASH // Q m Q J 3 ¢ Z i CUS 0 ARRAY TJ' 3 —' 3 Q '' °Q Q EXISTING CATCH BASIN p Z v � U U X. POWER POD AND LOCAL DEPRESSION J Q + J v� W J J REMOVE EX15�T ' EX. GUY WIR / o EXISTING CURB N m � � Z Q — — — — — = — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — IG AND GUTTER � 7 -- - a-------� ��-- ----------- ----� ---- a r PER SEPARATE PLAN - � ---------- - - 0—_------- ------J/ — — �� ----- EX. POWER POLE cn -_----_——_ _—_— ------ —�_——— a= —— ---� --`-�_—- — OAtG0�1�&� T10N TEMP. K-RA1 - CONSTRUCTION EP--- - 41 -- -- ----_____ _-CEX. s E til__ - 8 EXISTING EP FUTURE CIL — f5+00 16+00 17+00 18+00 19+00 ----_N 2 +00 21+0 i i 22 O 23+ A - - - - �— - _ Q - - gg9'22'06"E 24+00 5+00 26+00 27+00 28+ REMz EX. DOUBLE YELLOW I LIMIT OF CONSTRUCTION 3 �" 42 3 C D o STRIPING - A -_ EXlST1N EP --- ---- 4144 -- - 41 / 44 ------- ———— -- --- ^_- ___- -------- ------------ ----------- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - E(QQAIEEL1 TIN - - - - - - - — 41- - - - - - - - - - - - - ---------- ---------------------------------------------------- CONSTRUCTION EP CONS UCTI C L cn OBJECT MARKERS Uci cS 3 ? zo PER CITY STD. 130 v - Z EXISTING CURB AND _ — — — — — — — — — — — — — ~ ~ o m Q. V) EXISTING POWER POLE GUTTER — — — -- — — N oQ Q z EXISTING CATCH BASIN N N LLUL AND LOCAL DEPRESSION SEE APPROVED TRAFFIC SIGNING AND STRIPING PLANS z m Q LO Q Z z w m FOR BANYAN AVE. STA. 18+50.00 TO OAK LEAF WAY a � 3 � 3 � °� Q 3 Wp Qom = o -iU + o C 41ip pU1= �— Q E— Z o °Q a z N �� z 6°p TRANSITION LENGTH = 62' oo Q 3 v 150' MIN. 150' MIN. z 0- 160' MIN. LANE OFFSET 4' (EASTBOUND) LANE OFFSET 1' WESTBOUND N z 46 51 40':1' TAPER 4LANE OFFSET I' (WESTBOUND LO 52 48 z BANYAN STREET 45 50 8 ' BANYAN RE-ALIGNMENT USE WARDMAN BULLOCK 4 TO WILSON AVE. DATE 1 -30-06 REVERSED FOR WILSON AVE. APPROACH CONSTRUCTION NOTES ® CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. PAVEMENT PER TR. 14759-1 STREET IMPROVEMENT PLAN ® PAINT 4" SOLID WHITE RIGHT EDGE LINE PER STD. PLAN 133 ® REMOVE CONFLICTING EXISITING STRIPING EAST OF 17+75 BANYAN STREET PER STD. PLAN 133 ® PAINT 4" SOLID DOUBLE YELLOW MEDIAN LINE PER STD. PLAN 133 GRAPHIC SCALE ® INSTALL TRAFFIC SIGN C 18 PER CALTRANS WATCH MANUAL AND CITY STD 401-B. 40 0 20 40 80 ® INSTALL TRAFFIC SIGN W15 PER CALTRANS WATCH MANUAL AND CITY STD 401-13. 1' = 40' N © INSTALL TRAFFIC SIGN W 15 PER CALTRANS WATCH MANUAL AND CITY STD 401-B. ® INSTALL TRAFFIC SIGN C 13 PER CALTRANS WATCH MANUAL AND CITY STD 401-B. ® INSTALL TRAFFIC SIGN W44 PER CALTRANS WATCH MANUAL AND CITY STD 401-B. ® INSTALL 4'X8' PUBLIC NOTICE SIGN PER DETAIL A INSTALL ROAD WORK SPEED LIMIT (30 MPH) SIGN W6 PER TRAFFIC CONTROL SYSTEMS AND CITY STD 401 -B. DETAIL A ® INSTALL TRAFFIC SIGN W 1 (LEFT) PEI? TRAFFIC CONTROL SYSTEMS AND C STD 0 B o LETTERING TO BE BLACK N ® PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 131-A ON ORANGE REFLECTIVE af INSTALL W57 LEFT SIGN AND WILSON AVENUE PUBLIC NOTICE SIGN BACKGROUND PRIVATE EAUNEER S NOTICE TO CONTRACTORS CITY ® (LEFT) DESCRIPTION OF REVISION DATE APPROVED 0 PER DETAIL B o THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR �-y ,w u^ /�w STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES CI1 I OF IIfiNC�1V C �W�i z NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITES OR z IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE I RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO TR 14579-1 CONSTRUCTION DETOUR to CON RACTORIS RESPONSIBLEFFOR ANY DAMAGE OR PROTECTION OFTHESE LOCATIONS, WHETHER ORT THESE LINES.EOPHASED CURVE DATA UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTORS STRIPING AND "ING FICAS DELTA/BEARING RADIUS LENJDIST. TANGENT RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY BANYAN STREET COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND a BENCH MARK: SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO ♦D1�/� N A 02*17'26" 300' 11.99, 6.00' DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE 18+50.00 TO 24+10.00 N87'53'49"E - 12.79' - 2 BRASS DISK IN CONCRETE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY o B HEADWALL STAMPED CITY OF - `v C 02'17'26" 300' 11.99' 6.00' RANCHO CUCAMONGA BM 10089 IDENTIFICATION NUMBER ISSUED BY U.S.A. ' Approved By DATE: �' Qa i 1987" AT SOUTHWEST CORNER QROFESS/ON CITY ENGINEER N�? RCE NO. ` D N89 48 45 W - 56.00 - o O SUMMIT AVENUE AND EAST h��� ,��\4 S. B Fyc DESIGNED BY. C• RECOMMENDED. Ally ELEVATION = 1507.031 FT NOTICE TO CONTRACTORNUE y MSB SAE, ASC = *� Cj 48 HOURS BEFORE YOU DIG `� �' DRAWN BY: G N a� 0 N Gj E3�t■ N SHEET ELEVATION = 459.343 M CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE No. 65100 � V) CALL 937 SOUTH VIA LATA 1 OF 2 CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF � EXP. 9/30/07 � MSB 00 UNDERGROUND SERWCE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL SUITE 500 BASIS OF BEARING: DISCREPANCIES TO THE ENGINEER PRIOR TO v flgT CNI'L o��� CHECKED BY: COLTON, CA 92324 DRAWING N0. c NORTH LINE OF SECTION 27 1 -800-422-4133 CONSTRUCTION. FOF CA��F MSB PH. (909) 783-0101 FAX (909) 783-0108 a000 S BANYAN STREET RE—ALIGNMENT PLAN I INSTALL PUBLIC NOTICE SIGN 11 EXISITNG Rl 300' v--:1PER CAL TRANS W.A.T.C.H. PER STD. 401-3 AND CITY STD. 401-8 —————————— ————————————————————————————————————————————— ————————-------------- ------------------ - - --------------------------------------------------------------------------- —— �6/1L - - V E-- __-_____ ________________ CONSTRUCTION NOTES INSTALL 4'X8' PUBLIC NOTICE SIGN PER DETAIL A PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 131—A INSTALL W57 (LEFT) SIGN AND WILSON AVENUE PUBLIC NOTICE SIGN PER DETAIL B INSTALL W57 (LEFT) SIGN PER DETAIL "C- TO I TO BA N YA N S T. WILSON AVENUE SEE BELOW DETAIL C DETAIL B LETTERING TO BE BLACK LETTERING TO BE BLACK ON ORANGE REFLECTIVE ON ORANGE REFLECTIVE BACKGROUND SEE ABOVE BACKGROUND AFR pcR7 � 1 �- - - - - \ T� So��FFT FR ')tic GWHIC SCALE 1 100 0 50 100 200 yGl� e c,�, sTo 4S3 � I I Iwo 1* = 100' N NOTE. SEE APPROVED TR 14759-1 STREET IMPROVEMENT PLANS FOR ULTIMATE SIUVAU AND STRIPING DETAILS -------- 4L -------------- CA Z� 0/�7- CA 3: V) Er af DESCRIPTION OF REVISION DATE APPROVED z Cfff OF RANCHO CUCAMONGA z BANYAN 0 ------- 00 RE—ALJMMENT SIGN PLACEMENT BANYAN/ WARDMAN WARDMANI WILSON lk V) INTERSECTION I'll c Approved By DATE: c a Rq'of ESSIto CITY ENGINEER �LA�UWQ4 - RICE NO. A<(15-3 / 0 0, \4 S. DESIGNED BY. RECOMMENDED: 0 4, MSB —AEloCASC., 1 /\ r" DRAWN BY. morts as 0 " IE—=r&=—0=;a m 4cma SHEET TT NO. 65100 V) EXP. 9/30/07 MSB 937 SOUTH VIA LATH 2 OF 2 0 00 SEE SHEET 1 X CIM CHECKED BY. COLTON, CA 92324 DRAWING NO. u') SUITE 500 OF CAO� MSB PH. (909) 783-0101 FAX (909) 783-0108,