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HomeMy WebLinkAbout1877-SQQ��Q���wQo N (n v) N N v) L/) N N m r�* �,�co- c% C% -4-s-1-.g 00.c Im cn o o O r W z m 0 O Fn = , < cn m m F-4 Fl m'* z z N 2 k j j k m N am= Z rn m m m 0 m rn z z m N iL m m m m m -amZ Z M MN M � x z z� n r z m C-) Z o o m v v n v Z ZE-a v v f 4 z N A z P n p O � ZZ aWLi z=o L4 D g z p �"' a _ C) Z W r*I m m o0 0 m cn cm, r C soO : Z C Ti' m Z N z m N IC m= m M Z Z m Z �s ;K m 3E CD m� m m O cn D Czn -0 r n N M x rn p -0 n C) C) z m Z rrI r Z � rm c� m �rn I m C7 Z Cn N C7 N o r7lN Z o z N N -�N C v z CD co CD z c.+ v 70 0 M v M v D r 0 z M v M U) M i 0 Z r M M z v z 0 U) • • *S , tFR\ x t9 o Z �p o *�33N 1 `3 SEE ABOVE RIGHT 00 MATCH LINE STA 111+00 I I I I I i IK 6 0 0 , �I I l I I �I I I s/w ono � o NaCnD M_ u m z N_ C m r z � O 0� m N z 4z .0 L *\.li 0 11' 12'11' 15'; 5 ..� I MATCH LINE STA. 122+00.00 SEE SHEET NO. 18 d 0 a F m N G7 z Z n z O N r� C N r � m z C 20 -� X -<z cn r m � m � N �z0 < 0O o Z o c) V) M -um p � D rn Lln n M r K D z 0 I 5' 11' 11' 13' I1 N MATCH LINE STA. 111+00.00 SEE BELOW LEFT 0 O'--------- O N N W 2 0 I-----_ w W W � Z'— J Q � 1 r I\Vr VJLV IN/ " TENTATIVE PARCEL MAP NO.15716 NOTES: 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND TS ANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDAR PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE FOLLOWING PROVISIONS: A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. REMOVED BY WET SANDBLASTING. D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. CONSTRUCTION NOTES : 60 STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A 62 STENCIL "BIKE" "LANE" PER CALTRANS STD. DWG. NO. A24D WITH 10' SPACING 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 65 INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 66 INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 67 INSTALL Cr SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 68 INSTALL 6" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 69 INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 INSTALL 12" SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133 MVVCMLNl VIVLi PUBLIC STREET > 7-AM,7JM1�- =\'1L-J�9RIMml\'iII�E tMI 1�1OnILE1/AiL1"1 DAY CREEK BOULEVARD (PUBLIC) F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 ML THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. FOLLOWING PROVISIONS: I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD. DWG. NO. 401—B. 71 INSTALL STREET NAME SIGN do POST PER CITY STD. DWG. NO. 401 A do 401 B INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. NO. 130 INSTALL R10 (ONE WAY) SIGN PER CALTRANS STD. INSTALL R26(S) SIGN PER CALTRANS STD. INSTALL R81 SIGN PER CALTRANS STD. l— INSTALL R18-1 SIGN PER CALTRANS STD. INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 PROPOSED CURY do GUTTER SIGNING AND STRIPING IMPROVEMENTS PER DWG. N0. 183 —�CFp1A i 5' 14' 13' 10' 1 13' 14' 5' l 10, (\644 131 ----4- CROSSWALK STRt:GFnC TO BE INSTALLED PER SIGNAL zo zd- SIGNING AND STRIPING IMPROVEMENTS PER DWG. - NO. 1833-5 CFD 1 A PLAN CHURCH S)EET CFD 1 A IJ JL T 5' 15' 12' 4' 10' CHURCH STREET (PUBLIC) TATiVE T[?ACT MAP NOO. 15974 f ESS/p,, �O I C. if ` ) No. 20596 r" m Exp. 9-30-05 ('IV I t �Q 9TF CALF LEGEND FULL SO FULL SIGNALIZED INTERSECTION -D--G PROPOSED STREET LIGHT Alk PROPOSED FIRE HYDRANT PROJECT SI-EET NO.18OF I:\29010\IMPLANS\CFD1B\SIPI8.DWG 3/15/03 CONDUCTOR SCHEDULE CONDUIT SIZE AND RUN NUMBER (NEW) CONDUIT SIZE AND RUN NUMBER (NEW) AWG SIZE AWG SIZE - OR POLE PHASE 2 3 4 4 4 3 2 2-4 2-4 2 3 4 4 4 3 2 2-4 2-4 OR CIRCUIT NO. OR POLE OR CIRCUIT CABLE TYPE CABLE TYPE L 1 2 3 �4 __5 -, - S 7 8 9 1 -2 --3 _ 4 ? 6 8. 9_ POLE - A 2�5 8 - - - - - - 1 1 - - - - - - 1 1 1 1 #6 SIGNAL SERVICE - - - - - - - - - 12 CONDUCTOR B 7,8 2 -_-_-_ 1 2 1 2-_-_ 1 2 1 2 01 - - - - - - - 2 2 C 4,7 6 -_-_-_ 1 1 1 1 1 1 -_ 1 1 1 1 02 - - - 3 3 3 - 3 3 p1,2 4 -_-_-_1_1_1_1_1_1_ 03(FUT.) - - - 4 4 - - 4 4 E1,6 8 1_1_1_-_-_-_-_1_1_ 04(FUT.) - 2 2 - 3 CONDUCTOR DLC (TYPE "C� F 34 4 -_ 1 2 1 2-_-_-_-- 1 2 1 2 05 - - - 2 2 2 - 2 2 G 3,8 6 -_-_V33 _---1 1 06 - - - - - - - 2 3 H5,6 4____________1 2 1 2 07(FUT.) - 2 2 - - - - 2 2 TOTAL 1 _2244332 1 1 _8989 08 - - - 3 3 - - 3 3 #12 I.I.S.N.S. 2 2 2 2 2 2 - 2 - TOTAL - 4 4 12 12 5 2 20 21 #10 LUMINAIRES 2 2 2 1 2 1 2 2 1 2 1 2 - EVP CABLE 1 1 2 2 1 1 - 4 4 ♦ EVP CABLE FOR FUTURE USE - COIL APPROXIMATELY 75' OF CABLE IN NEAREST PULLBOX TO AFFECTED POLE 'C' AND LABEL; TO BE USED AFTER INSTALLATION OF FUTURE MAST ARM. I —i— FUTURE STREET POLE AND EQUIPMENT SCHEDULE' 24 32 FUTURE 1 1 /2"C TO FUTURE ADVANCE DETECTOR: ,�I 36' ;''; 44 ! I I I 1-W-04, LOCATED 150' FROM LIMIT LINE lI� (NOT SHOWN). I II I ih! � II I I I I �I I I I 'I II I I I I I II I III (TORE S /, 1N 1 ICE I I I 9P,) 'RAIS D FUTUI1� MEDIAN � C/GI I 1 1 P. 1 I I I I 4 57, I I i l l it I I 5 I I II I 1 ,31 ? I� 4d' T _li II 3 i QUADRANT DETAIL 11 O IrF T.L 4 24-04 � J 0 STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. I B.P.B.1 POLE LOC. • H.P.S.V. HORIZONTAL MAST ARM MOUNTED I.I.S.N.S. N0. TYPE HEIGHT SIGNAL M.A. LUMIN. M.A. MAST ARM POLE MTG. 0 QUAD 0 QUAD B C E Luminare (SEE DETAIL SHEET) LEGEND BLK NO. 29-5-80 30' 50' 15' 3-MAS SV-1-T SP-1-CS 8 4 - - - 4' 14' 20OW Victoria Gardens Ln. - 15 30' - - - SV-2-TA SP-1-CS 2 1 8 4 15' 4' - 20OW - - © 19-4-80 30' 25'* 15' 2-MAS* SV-1-T* - 2 1 - - - 3' -3' 20OW Day Creek Blvd. - �D 15 30' - - - SV-2-TA SP-1-CS - - - - - 8' -2' 200W - - 61-5-80 30' 65' 15' 3-MAS SV-1-T SP-1-CS* - - 2 1 - 5' SHOWN 20OW Victoria Gardens Ln. - 1 A 10' - - - TV-2-T - 6* 3* 2* SHOWN 20' - - - - © 24-4-80 30' 35' 15' 2-MAS SV-1-T SP-1-CS 6* 3* - - I - 21' SHOWN 20OW Day Creek Blvd. - 0 15 30' - 15' - I SV-2-TA SP-1-CS* 1 8 4 6 3 ISHOWNI 5' 1 - I NOW - - PEDESTRIAN/BICYCLE PUSH BUTTON LOCATION\ ! I.' `II ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. (TOP VIEW) 6 LJ-- � � ',\ \ •POLE LOCATIONS ON MEDIAN ISLANDS) TAKEN FROM STRAIGHT SIDE OF CURB B.C.R/E.C.R., PARALLEL TO THROUGH TRAFFIC LANES OF STREET. r/ _ _ ,___T, `r_-{ F-It _ 1 * DENOTES FUTURE EQUIPMENT TO BE INSTALLED AT LATER DATE, BY OTHERS. O POLE 'E': STA. 106+55.00- (E)�(J`i I %� m�P14 T B.P.B.- BICYCLE PUSH BUTTON --- -- -_ _ - - - -- - - Z- R34� 7 7Xti ��_7 08 08 0 -- - - - + -- --- -- - - -- - ----- -- -- — — - + �+ w - — - --- - -- - - -- --- - - - - - - -- --- - - -s�----------- ---- - -- - -- -- - - — - --_ - - — _- - - - -- ------------------- J SEE D A1t 'E' w� I 1 8 IJ VI EXIST. C/G (TYP.) r� (SHEE 2) 3103/08 I 9'LO - -�---� L- --------------------------L-------------------- -----D-�441-0r (2) #_1 2 - - - - - - - - - - - - 06 -3 w -- � -------------------------� _ V I II � � 04iI 275 O � T� \\\ i EXIST. RAISED LIMIT LINE 1 MEDIAN TYP. I I _ j J f� 1 n5 f h �E' �C N E �J - - - -- --- - - --- - - II N ----------------- I--T—\------------------------------------------ 105' Vt I N - - - - - - - - - - - - - — I I -`-�- --- g](1)DLC - 4 (1)DLC —6­ -- -- -- -- ---RAW -- -- -- ---�. DETECTOR SENSOR SCHEDULE I I � L J III \ 01 U 1, CONSTRUCTION NOTES HIS SHE -ET): [_1 FURNISH AND INSTALL 8-PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET, WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE OPERATION PER PHASE DIAGRAM. CONSTRUCT CONCRETE PAD AND FOUNDATION PER DETAIL 'A' ON SHEET 22. FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. a2 FURNISH AND INSTALL MODIFIED TYPE III -BF 120V/240V SERVICE EQUIPMENT ENCLOSURE, WITH ONE (1) 50A-1 P CIRCUIT BREAKER FOR METERED SIGNALS, TWO (2) 30A-1P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND ONE (1) 15A-1 P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. ❑3 FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND EVP CABLE. SEE DETAIL 'D' (SHEET 22) FOR MOUNTING DETAIL ON MAST ARM. ® FURNISH AND INSTALL 1 1 /2" CONDUIT w/CONDUCTORS INDICATED. ❑5 FURNISH AND INSTALL MAST ARM MOUNTED SIGN, AS NOTED ON PLAN, PER STANDARD PLAN ES-71N, DETAIL V. © FURNISH AND INSTALL POLE MOUNTED R96/R96B SIGNS; MOUNT ON POLE WITH 7' CLEARANCE ABOVE FINISHED GRADE. 70 FURNISH AND INSTALL 3"C w/PULLROPE AND (3) f6 CONDUCTORS, PER S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS BEFORE BEGINNING WORK. ® FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER CABINET. ❑9 FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS INDICATED. 10 CONSTRUCT A.C. ACCESS RAMP, TYPE 'F', PER CALTRANS STANDARDS. 11 COIL FUTURE DLC CABLE AS FOLLOWS: 175' FOR 04 (ADVANCE) AND 25' FOR OTHER 04 AND 07. 12 2" CONDUIT WITH FIBER OPTIC SIGNAL INTERCONNECT CABLE (SEE SHEET 25 FOR DETAILS). Q 0 LV%s TOLL FREE " ' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SENSOR NO. CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL 1 1-W-04 (FUT.) 4 1 1 2 2-W-04 (FUT.) 12 2 2 2 i-W-07 (FUT) 7 1 1 2-W-07 (FUT.) 15 3 3 2 _ - - 1 - - - 4 2 1-E-08 8 3 1 5-E-08 (FUT.•2-E-08) 16 3 (FUT.•2) 5 6-E-08 (FUT.•3-E-08) 16 2 E12 2-E-08 (FUT. • 1-E-03) 3 3 (FUT. 1) 6 2 3-E-08 (FUT.•2-E-03) 11 3 1 - (FUT.•3-E-03) 3 1 7 2 4-E-08 (FUT.-E-03) 11 3 1 1-S-02 2 3 8 2 2-S-02 10 4 1 3-S-02 10 2 9 2 1-S-05 5 1 1 2-S-05 13 3 10 2 1 _ - 11 2 1-N-06 6 4 1 2-N-06 14 4 12 2 3-N-06 14 4 1 1-N-01 1 1 13 2 2-N-01 9 3 1 - - - 14 2 1 EVP 01 & 06 EVP 3 - 15 2 EVP 02 & 05 EVP 4 - 1 EVP 03 & 08 EVP 5 16 2 1 EVP 04 & 07 (FUT) EVP 6 - LA 3 0 V--0"6 I 06 I \ I STA� 107+ 12.441 DAY- CREEK BLVD. i } \ I STA. 100+00.06, VICTORIA GARDENS LN. I l --- ------------------ 1 107+00 05 VI I �5 R17 I 1 \1 I �3 02/05 0 6 Q 11 I FUT�JRE E,VP `- 1(04/07) I 1 I_10 � 1 1 1 l -\— T — — (1UT. 04 FUT. I 02 1 (FUT.07) o L7`� 0 _ 08P T-- T--�-- ,^ I I � � OD `\ I I rr I1 L 1 4 J (5)� 1 I I Ii II I \ 1 1 I I 10 \III I I I (FUT: 1 1 2-E-08) © 1 11 I I I I (Fur: (FUT 1 1 1 24-0314-E-01' I I I I I I j �16' 1 1 1 11!' 4' 10 I 111, I 11' J � L 44' Z 3 W cr_ 1 I I 24-4 1 I (BUT I (PUT I (FUT NOT 1 Q 1 1 1 1 1 (I -E-05) 1 3-f-03) I USED) I, 0 1 1 47' 1 1 1 1 1 i I � I I 1 `� I I 11 I I I 1 I ( I II I I II I I II I I II I I II I I II II 1 II II I 16` I I I I I I I I I I I I I I I I — — — — — — _,_ T N N 12 TO SOUTH MAIN ST. 110 (SEE SHEET 20) 10 _ �0 --------------------- 11 0+ 00 111+00 I I i 257TO X -WALK N t- -- -- -- -- -- -- �-- I PHASE DIAGRAM 01 02 03(FUT.) 04(FUT.) (FUT) ` 05 06 07(FUT.) 1 08 FOR GENERAL TRAFFIC SIGNAL NOTES, SEE SHEET 22 OF 25 SEAL �oQ�pFESS/ONE q W r' No. 20285 * Exp. 9/30/05 �lF OF c lkv O SCALE: 1 " = 20' 5 0 10 20 30 PRELIMINARY NOT FOR CONSTRUCTION DATED: 1/20/03 NO. REVISION DESCRIPITION I DATE I ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL AND LIGHTING PLAN DAY CREEK BLVD. AT VICTORIA GARDENS LANE M APPROVED B`' DATE L/70Z02 CITY ENGINEERLU w t R.C.E. No. 24953 engfneering J J.REJNIAK group, Inc. o' 1 g 25 TRAFFIC ENGINEERING DESIGN SERVICES J.WARNER 20201 S.W. BirchStreet. Suite 250 Newport Beoch• CA 92880 0f B0 Phone: (949) 474—O9 Fax: (949) 474-0902 v �AVV N `V CLN!31-�'fl 1C `-Date M - ROBEW KAHN R.C.E. No.20285 Exp. 9/30/05 I c RU�_F7T (Q OF'i94 CONDUCTOR SCHEDULE CMIKSiZt AW ww sm w m A48m 0" AWG SIZE 2 L3: 2* 2* 2-4�2-4' Awc, St2E POLE PHASE — OR I OR POLE OR CIRCUfT I CA&F TYPIE IOR CIRCUrr NO. IaX 15% IU!21% 24% 19% '14% t4% I ax 1151 1 ex 21% 24% 1192 142 14% CABLE TY'PE 1 2 3 .41 5 6 2 3 4 51 6 7 8 LUMINAIRES 2 2 2 2 2T2 OLE 10 SIGNAL E 06 3 3 3 3 z i 07 2 2 1" DLC 1 (TYl E C 08 3 3 3 3 3 3 6 6 :6 3 3 8 8 TOTAL. 0am EW CAB TOTAL1 7C 2 2 1 z 9 a ANN& m so malinstreet 4 THE o ARROW SHALL POINT AWAY FROM STREET' NAME SEE ALSO DETAX, 'C' ON SHEET 2i2 FOR OTHER I*S;sNS, LEGEND DETAIL, C­— R26,fS) (SEE -SIGNING L4 R26(S) (SEE SIGNING AND'STRIPING PLAN) DAY CREEK:BLV'D- ------------------- . .. .. .. ..... EXISTING FIBER OMIC CABLE SENSOR Nol, CHAN 2 2 2 3• 2 4 5 2 2 m IN POILE AND �EQUIP 24�4-80 Il U III IL WEXACT POLE LOWIONS DUERMINED UY FfELD ENCINEER; POT�OLE A,O'E-SIDED LEGEND ONLY (TO FACE *SEE 11S.N.S. LEInD DET IL NS SHM)STREEr) 0- .=-.,NT SC:HEDULE'm HORIZ NIAL MAST ARM MOUNTED I.I.S.N.S. (SEE KNLS) LOEND ax No. lif�® [*A Day Cr;"�k EXIST, EASEMENT (REF.) ---i r RCM14, :U 434- 3 11 13-x24"� �HANDHOLE 4) 100; 12 R26(S) (SEE SIGNING AND THE AND STRIPING PLAN %f---RCMU HANDII- 4D TRENCH .j 1 )DLC (PLACED BY u TRFW SIGNAL EGUIPMENT AT 1 MAINTE14okNCE EASEME. 4T (TYPICAL) ---RCM TRENCH "ORSENSO SCH R EDULE CONSTRUCTION' NOTE� MEET)* _LTHIS S (PLACED EfY 10THERS) CMTROLLOR WOPS PER 4 13' L DOICTOR FURNISH AND INSTALL 8-PRASE NFMA CONTROLLER IN A TYPE -Rp 13, (SEE SIGNiNG C�MNEL CABINET, INPUT 1 14 PHASE DIAOARAM V - LAND STRIPING PJ_ANNL w "i DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE 1-C-08 2 OPERA'TION PER PRkSE %4GRAM. CONSTRUCT C014CRETE PAD AND 2-E-08 16 2 POUNDATION :PER DETAjL 'A' ON SHEET 22, FINAL 'LOCATION TO BE DETERMINED BY ENCiNUR IN 'TPA.: FIELD. 3-E-1 68 6 2 ........ ... . FURNISH AND INSTALL MOCXF]ED nl>E 111-13F 120Y 240V SERVICE EQUIPMENT 0: 1-S-#2 ENCLOSURE, WfTI4 ONE (I ` 5-GA,- I P CIRCUT BREAKER FOR, METERED SICNALS, 4 ONE (1) 30A-lP CIRCUIT BREAKER EAR UNMETERED LJGtfTING AND 2-S-02 is 'THE ONE (1) 15A-IP CIRCUIT RREAKLR FOP, METERED 1,11,S-N-S; 3-S-02 2 CON7WTOR %IALL PROWDE FOR ALL RECAARED ELECTRIC SERXE H004(-ups. I SEE ALSO SPFCIAL PROMIONS AND Crl'y STANDARD 40T MCT 2-4-0 1 9 —.1-1--i FlJRNISH AND INSTIALL SINGLE INPUT, SINGLE OUTPUT EVP D � - OR AND F.VP moo CABLE- W DETAIL V (SHEET 22) FOR MOUNTING DETAIL ON, MAST ARM, 26' Ito 0-2 03 cvp 06 EVP 3 26' FURNISH AND INSTALL 1 112- CONDUIT w/CONDUCTORS INDICATED. z E`Y? 4 Z FURN`lSH AND INSTALL MAS7 ARM MOWID SIGN, AS NOTED ON P t AN, P M- o EYP 0a Ew 5 STANDARD PLAN ES-6T, DETAIL V,II FURNISH AND INSTALL PO ---------- EiolP 07 EVP 6 LE MOUNTED SIGNS. 45 NOTED; MOUN'T ON POLE tj WtTH 7f CLEARANCE ASM FINISHED GWF. FURNISH AND INSTALL 3mr- w/PULLROPE AND (3) #6 CONDUCTORS, PER fI S.C-L REOUIREMENTS, CONTACT Stl� SEDGE PLANNER 48 HOURS BEFORIE BEGINNING WORK., 07 0� 05 06 "SIGNAL AHEADw THERMOPLASTIC MARKINGS 0 3r75' TO LIMIT UNE INSTALL El (AHEAD) w/50* SPACING IN BLIWEN MMKING S AND W41 StGN, i xi 8 FURNISH AND INSTALL 2's CONDUIT WITH CONDUCTORS INDICATED, A- 2* CONDUIT wm,i n8cR orric SIGNAL �XrERCONNECCT CABLE FROM EXISTING FIBER WX RULLBOX. (SEE SHEET 25 AND SPE"--iAL PROVISIONS FOR DETAILS). �N R2 (25) (SEE SIGNIN 5" TRAFFIC SIGNAL EQUIPMENT FURNISH AND I STALL 1-SFCTION GREEN (UP ARRO-w) VEWLE INDICATION 07 i "NTENANCE EAS' ,MEN (TYPICAL) 481 WITH BACK PLATE; INDICATION SHAll BE WIRED P'ERMANENTILY "ON', AND STRIPING PLAN) ummoll -. , M141IR1916 EFURNISH AND INSTALL ONE (1) 20A—lP CIRCUIT BREAKER--% I IN METERED PORTION OF POWER PEDESTAL F-3� PULL 3410 THHN CONDUCTORS IN EXISTING 1 rlr,%Klnf 11-r Z-1 EFURNISH AND MOUNT ONE (1) 10X8X4" OUTDOOR ENCLOSURE D TO VERTICAL MAST OF TRAFFIC POLE, FURNISH AND INSTALL ONE (1) PAN -TILT -ZOOM (PTZ) CAMERA TO Vr-RTI('Al MAST OF TRAFFIC PN F ro T &*4 Na 2-021851 Exp, 9130105- CONDUCTOR SCHEDULE CONDUIT SIZE AND RUN NUMBER (NEW) CONDUIT SIZE AND RUN NUMBER (NEW) 7 7 AWG SIZE POLE PHASE 2 r 3 • 4' 4 ■ 4 • 3- 3 • 12-4-2-4 • AWG SIZE 2" 3 • 4- 4 • 4- 3 • 3- OR 2-4-2-4- OR POLE OR CIRCUIT OR CIRCUIT NO. CABLE TYPE CABLE TYPE 1 2 3 4 5 6 7 8 9 i 1 3 4 5 6 7 8 9 POLE - A 2,5 8 - _ - _ - _ 1 1 - - - - - - 1 1 1 1 # 10 LUMINAIRES 2 2 2 2 2 2 2 2 - B 7 8 4 _ _ _ 1 1 1 1 _ _ 1 1 1 1 #6 SIGNAL SERVICE - - - - - - - - - 12 CONDUCTOR C 4,7 6 _ _ _ 1 1 1 1 1 1 _ 1 1 1 1 01 - - - - - - - 4 4 D 1,2 4------ 1 2 1 2 1 2 1 2 1 2 1 2 02 - - - 3 3 3 3 3 3 E 1,6 8 1 1 1 1 1 1-_-_-_-_ 1 1 1 1 03(FUT.) - - - 2 2 - - 2 2 F 4,8 4 -_ 1 1 1 1-_-_-_-_ 1 1 1 1 04(FUT.) - 2 2 - - - - 2 2 3 DLC (TYPE C') G 3,8 6_-_- 1 1 ___-_-_- 1 1 1 1 05 - - - 2 2 2 2 2 2 H 56 4 -------------- 1 1 1 1 06 - - - - - - - 2 3 CONDUCTOR I - --------------- 1 - 1 07(FUT.) - 2 2 - - - - 2 2 TOTAL 1 1 2233453423 1 28 8 08 --- 2 2-- 2 2 #12 I.I.S.N.S. 2 2 2 2 2 2 - 2 - TOTAL - 4 4 9 9 5 5 19 20 EVP CABLE 1 1 2 2 1 1 - 4 4 FUTURE STREET ' I 8� ' a51, 14-07 38, FUTURE 1 1 /2"C TO FUTURE ADVANCE DETECTOR: - 11; 21 I i , ;; 26' 1-W-04, LOCATED 150' FROM LIMIT LINE (NOT SHOWN). 40)_ 2 3 QUADRANT DETAIL EVP CABLE FOR FUTURE USE - COIL APPROXIMATELY 75' OF PEDESTRIAN/BICYCLE CABLE IN NEAREST PULLBOX TO AFFECTED POLE 'C' AND LABEL; PUSH BUTTON LOCATION TO BE USED AFTER INSTALLATION OF FUTURE MAST ARM. (TOP VIEW) 12 TO SOUTH MAIN ST. EXISTING EASEMENT (REF.) 12 (SEE SHEET 20) _ _ _ _ i --- - -- - - --� FUTURE S/W 'l 147. I I 481 I (TYPICAL) _ I I '� FUTURE C/G (TYPICAL) o I l { u POLE AND EQUIPMENT SCHEDULE' NO. STANDARDS - SIGNAL LUMIN. TYPE HEIGHT M.A. M.A. VEH. SIGNAL MTG. - - - MAST ARM POLE PED. SIG. P.P.B. B.P.B. j POLE LOC. H.P.S.V. HORIZONTAL MAST ARM MOUNTED I.I.S.N.S. (SEE DETAIL SHEET) LEGEND BLK NO. MTG. QUAD 0 QUAD B __ C E Luminare 29-5-80 30' 55' 15' 3-MAS SV-1-T SP-1-CS 8 4 - - - 5' 14' 20OW North Moin St. - �e- © 26-4-80 30' 40'* 15' 2-MAS# SV-1-T* SP-1-CS 2 1 - - - 6' 12' 200W Day Creek Blvd. - 15 30' - 15 - SV-2-TA SP-1-CS* 2* 2 1 10 3' - 20OW - - OE 29-5-80 30' 55' 15' 3-MAS SV-1-T SP-1-CS* 2* - - - 3' SHOWN 20OW North Main St. - 0 1 A 10' - 15' - TV-2-T SP-1-CS* 6 3* - - SHOWN 25' - 20OW - - © 19-4-80 30' 25' 15' 2-MAS SV-1-T SP-1-CS* 6 3* - - - 21' SHOWN 20OW Day Creek Blvd. - 15 30' - 15' - SV-2-TA SP-1-CS 8 4 - - SHOWN 11' - 20OW - - P.P.B. 4' - - - - - - - 6 3 SHOWN 4' - 200W - - ❑ O �,�, I II �_� I I © ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. t 1a�';�, II y\ i 1 B.P.B.= BICYCLE PUSH BUTTON 1 •� �'=i— — y — _ i 1 �3 * DENOTES FUTURE EQUIPMENT TO BE INSTALLED AT LATER DATE, BY OTHERS. 6E y� r 8 J�v � (FU�;� 41 *_ �T�� I 12 DAY CREEK BLVD. a4 (1)DLC �(1)DLC 12 TO CHURCH ST. , 6E � �9 _45110, �2)j12 � - - _ - � - - T_ --------------------------- --------- - - - - ------------------- --- L� T ��,----------------------------------------- -----� -- -- -- -- -- - _ _ - - -----------r----------- - ---------------- ----------- - - -- - - Y-�- - t � 6 F5 R34 - � �, � 100 I r n7 SERVICE POINT T.B.D. �� , I �3 03/08 SEE DETAIL -+ I I $ ---------------------SHE22 1(--- -fi---- - - ------ - -------_--------------------------------------_----------_------ ------ _--------_---- ------ _ - - - -- - ----_ -- Y - - - - - I I ---------------- FUTURE 1_257' TO EXISTING RAISED MEDIAN (TYP.) X-WALK _� I I I `N I LIMIT LINE ---------------- �\ (REF.) ` 1 I -------------------- - - - - -- I �-----------------------------------------------------------------�---- - --- �' - _ 3 01/06 J , -R73-5 �5 1 �'------------------------ IQ or, 1 - - - - -- - - -- - - - - - - - - - - - - — - - - / 121 t�00Lt� ,,r o \ ' Sx6 5'x6' S�x6' T� h N J � � 5'x6' � � 5'x6' 5'x6' � 15'x6 ` c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STA. 121 +07.421 Y CREEK BLVD. I �- � - - - - - - - - - - - - - - - - - - -- -- -- _ _ - _ _ - - - � STA. 10+00.00 N.' MAIN ST. _ � I ❑5 R 17 ` ,,, � 257' TO j I I \ V LIMIT LINE 11 I , --------------- --------------------�L--------- --- ------------- i�1----- - ---------------------_ - - -_ - - - - - - ---- ---(-� - - I II { ❑3 02/05 -- - - - - - - - - - - - - - - - - - - - - - - �I I I c'4j EXISTING C/G (TYP.) I { FUTURE EVP l { 4 .�, T. I { (04/07) j I i�� - 1 ---------------------------------------------- - - - - - - - - - - - - - - - -14P) II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- U�. �� (FUG. 04)�I (Fr. 07) I . r, w - - 02 FU - --��— - - - - - - - - - 1 ` -- \'F (1)DLC -- DETECTOR SENSOR SCHEDULE SENSOR NO. CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL SENSOR NO. CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL 1 1 1-W-04 (FUT.) 4 1 9 1 3-S-02 10 2 2 2-W-04 (FUT.) 12 2 2 1-S-05 5 1 2 1 3-N-04 (FUT.) 7 1 10 1 2-S-05 13 3 2 1-W-07 (FUT.) 15 3 2 - - - 3 1 2-W-07 (FUT.) 15 3 1 1 1 - - - 2 - - - 2 1-N-06 6 3 4 1 12 1 2-N-06 14 4 2 1-E-08 8 3 2 3-N-06 14 2 5 1 4-E-08 (FUT.•2-E-08) 16 2 13 1 1-N-01 1 1 2 - - - 2 2-N-01 9 3 6 1 2-E-08 (FUT.-E-03) 3 1 1 4 1 3-N-01 1 1 2 3-E-08 (FUT.•2-E-03) 11 3 2 4-N-01 9 3 7 1 - - - 1 5 1 EVP 01 & 06 EVP 3 - 2 - - - 2 EVP 02 & 05 EVP 4 - 8 1 1-S-02 2 3 1 6 1 EVP 03 & 08 EVP 5 - 2 2-S-02 10 4 2 EVP 04 do 07 (FUT.) EVP 6 - 6 - 6 I —J-s� �I I i ✓ ---- -- -- - ©�+• 1 111 + 08 L I II 2-E- 08) TRAFFIC SIGNAL EQUIPMENT I o l+l I r MAINTENANCE EASEMENT (TYPICAL) o I W - I- �I 3=E� (FUT: I W I 24-0cc I � 13' 113 13' 13 PHASE DIACIRAM Z I ► I� I 2{fig I � 4 (1)DLC I� I I UT: 1-E-0i I I I' "mom.- 0' m' I� EASEMENT AT ROADWAY CONSTRUCTION NOTES [THIS SHEET): C.L. (REF.) II I IT,FURNISH AND INSTALL 8-PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET, © FURNISH AND INSTALL POLE MOUNTED R96/R96B SIGNS; MOUNT ON POLE I I WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE WITH 7' CLEARANCE ABOVE FINISHED GRADE. OPERATION PER PHASE DIAGRAM. CONSTRUCT CONCRETE PAD AND ❑7 FURNISH AND INSTALL 3"C w/PULLROPE AND (3) #6 CONDUCTORS, PER FOUNDATION PER DETAIL 'A' ON SHEET 22. FINAL LOCATION TO BE S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS DETERMINED BY ENGINEER IN THE FIELD. BEFORE BEGINNING WORK. i•� I 7i ❑2 FURNISH AND INSTALL MODIFIED TYPE III -BF 120V/240V SERVICE EQUIPMENT ® FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER ENCLOSURE, WITH ONE (1) 5OA-1P CIRCUIT BREAKER FOR METERED SIGNALS, CABINET. I SEAL TWO 2 30A-1 P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND 1-£-19 Lijo ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE 02 AND INSTALL 2 CONDUIT WITH CONDUCTORS INDICATED. II- ---- - I �oQROFESS/p49l CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. 10 CONSTRUCT A.C. ACCESS RAMP, TYPE 'F', PER CALTRANS STANDARDS. FOR GENERAL_ TRAFFIC RT ��ti f SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. 11 COIL FUTURE DLC CABLE AS FOLLOWS: 175' FOR 04 (ADVANCE) AND ❑3 FURNISH AND INSTALLAIL , SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND EVP 25' FOR OTHER 04 AND 07. I� SIGNAL_ NOTES, SEE No. 20285 CABL4 FURNESH SEE ANDEINSTADLL (SHEET 1 /2 22) FOR MOUNTING DETAIL CONDUIT w/CO DUCTORSON MAST INDICATEDRM 12 2" CONDUIT WITH FIBER OPTIC SIGNAL INTERCONNECT CABLE (SEE SHEET ❑ " ❑ 25 FOR DETAILS). SHEET 22 OF 25 Exp. 9/30/05 0 FURNISH AND INSTALL MAST ARM MOUNTED SIGN, AS NOTED ON PLAN, PER STANDARD PLAN ES-7N, DETAIL 'U'. F OF CA``F0 L 4 01 02 03(FUT.) 04(FUT.) f (FUT) v (FUT.) 05 06 07(FUT.) 08 SCALE: 1 " = 20' 5 - 0 10 20 30 PRELIMINARY NOT FOR CONSTRUCTION DATED: 1/20/03 c c: S HeE7T z 0 oP _4 SII DEWALK 1 CABNET .. . .. . . ............... . . ...................... CURB ........ . ... z m CONC. PAD ........... . . .......... ............... . < ......................... LO ............................. SIDEWALK EXISTING GRADE ............................. • J CURB OF DOUBLE YELLOW LINE ............................. ............................. 4 .............................. .4 ............................. P7 ............................. . .............. .............................. ............... i Avi & OR MEDIAN CURB FACE ..................... o ........ . . .. ..... . ........ . ............................. .............................. C.4 .............................. ..................... 30' 15 69 10' 2" A —A CONCRETE _b SECTION A —A LO PLAN CONCRETE FOUNDATION P) C14 CASE 1 �.l PAD C4 LEFT TURN LANE CABINET 00 SIDEWALK 39 8" WHITE TURNING LANE LINE 1/2 1 y I I 10" . . ............ . z ......... ..................... THRU LANE to c1q .......... ................... IT - _* "t /— CONCRETE z .......... _ .............. ........... * .................. CONC. CURB .............................. % ............ PAD .............................. Lr) PAD 0 EXIST. _j SIDEWALK to GRADE ............................ .... . F CURB LO 0 I.I.S.N.S. LEGEND DETAIL ............................. ...................... ... . q 4" LANE LINE C4 ............................. ............................. ............................ L CONC_ A EXIS11NPG �69 ST ........ . ..... ................ ......... ...... ................ .......... ..... I ................ .......... ..... ................ ................. ........... .... 4PAD C EX'S GRA ....................... C-41 ...................... ....................... .... 0 ---- 10---- , U) THRU LANE L -to T- En CONC. FOUNDATION 0 "'ENERAL NOTES B-13 SECTION 13-13 LO PLAN C%i cq 1 . TRAMC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS 9AN12AR122—LANS CASE 2 v- AND 51ANDARD 5EECIE]99QN-S DATED JULY, 1992AS SHOWN ON THE PLANS AND IN (L 4" LANE LINE OR 8" , THE SPECIAL PROVISIONS. TURNING LANE LINE ARM LENGTH (8 CONCRETE PAD r_ 6 10' 60" 24" 2. TRAMC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS _TEAffjQ_Sj9N THRU OR RIGHT SIDEWALK SPECIFIQA30 MFEIC MANUAL, MAINTENANCE -MANU&s AND DA S C CABINET TURN LANE SE_ (TYP) REMOVABLE 48n CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND STEEL CAP `SIGN TAB" LEGENDS. 59 .... . . .... ............. CONC. PAD L z 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER 96MQARD 2PE(11�h 105-1 C14 in CABII ................ ............. . EXIST. GRADE ........................... o- F: I., PUBLIC WORKS CONSTRUQnON9 LATEST EDITION. LO Pill 2, .............. ......... 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL r SIDEWALK \—TOP OF CURB FACE 1 L_—F "mLr" ±jP1 .............. ........ ............... ............. ........... . ................. 0 ........... CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR ...... 0 ...... 0 ............... ........ ..................... .................... ................... CURB AV .................. SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED U11LJTY ............ C> TYPICAL LANE WIDTH TV— I I U COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND CURB % 6'x6' LOOPS USED IN LEFT TURN 3 SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONC. FOUNDA11ON LANES GREATER THAN 10' WIDE —1/2" COUPLING CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT POLE -FOR ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES ® 6 -on SIGN WIRING THAT ARE NOT SHOWN ON THESE PLANS. SECTION C—C LOOP DETECTOR PLACEMENT OR NIPPLE & PLAN (REFER TO PLAN FOR DISTANCE 8 P—On 6" �ONNECTORS BY 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS CASE 3 TO ADVANCE DETECTORS) OTHERS. PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. DETAIL "B" 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 POR11ON 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 INDICA11ONS SHALL BE LED. LENGTH END O.D. x BASE O.D. x K. MATERIAL SPECIFICATIONS 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR 8 P—on 2 3/8" x 3 1/2" x 11 A. SHAFT STEEL OF 48,000 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 PORIION THEREOF). COORDINATE SERVICE DETAILS & FLANGES _STEEL AND SCHEDULING WELL IN ADVANCE OF NEED. SEE CITY STANDARD DRAWI. NG 407 PIPE ASTM A-36--53 GRADE BACK CLAMP BUTT WELDS GROUND FLUSH WITH BASE MErAL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT W 'I BOLTS LONGITUDINAL ALL WELDS SHALL CONFORM TO AWS D1.1 WELD SPECIFACATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS r/A A-307) WELDS REQUIRED FOR THE INTENDED OPERATION. RED SIGNAL POLE FINISH COATING D�METER AT STRUCTURE HOT DIP GALVMIZED PER ASTM A-123 24 ABOVE GHARDWARE HOT DIP GALVMIZED PER ASTM A-153 YELLOW ck FINISHED RADE UTILITY COMPANIES 12 DESIGN CRITERIA S EHQN�Q�B �S EMERGENCY VEHICLE STRUCTURE IN ACCORDANCE WITH THE nSPECIFICATION FOR SOUTHERN CALIFORNIA EDISON CO. (909) 357-6240 PRE—EMPTION DETECTOR STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, (CONTACT DAVID QUEZADA) GRN ARROW'T' R_ CLAMP & HARDWARE LUMINARES AND TRAFFIC SIGNAL AASHTO 1994 SOUTHERN CALIFORNIA GAS CO. 800) 422-4133 IN ACCORDANCE WITH THE "SPECIFICATION FOR VERIZON 800) 422-4133 J- WELDING STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, PACTEL 8001 422-4133 GRN CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 ARROW LUMINARES AND TRAFFIC SIGNAL AASHTO 1994 ASTROBRAC MOUNTING ECR-- (WATER . . . AND SEWER) BRACKET side I ta b 1 1/2' I. UNDERGROUND SERVICE ALERT (800) 227-2600 *GREEN INDICATIONS 1DEBURRED ARE SIMULTANEOUS SIGNAL POLE HOLE IN CLAMP 13 __T —LOI 3DIAlS HLE N 0 MAST ARM r- 09 P UPP4Q Ct A DETAIL "E' CURB/BERM FLOW LINE—iiiiiiii WITH A IYPE F OR EDGE I OF SHOULDER —1 6UNC BLUNT SCRREW PI NT PPING LOT HOLE AS REQ D. DIRECTION OF TO BE ELD TRA DRLLED MD. FFIC I DIA NOTCH OR DRI 1" D 1A. HOLE . EMERGENCY VEHICLE PRE—EMPTION m FOR DRAINAGE WKGOLpROMEMET DETECTOR MOUNTING DETAIL AM FOR *BID, "C" AND -C DIMENSIONS, SEE POLE FI W DRILLED) DRILL SIGN TAB DETAIL N.T.S SCHEDULE, OR AS DIRECTED BY ENGINEER CLAMP DETAIL DETAIL "Dw (IYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) SIGNAL STANDARD PLACEMENT DIMENSIONS NO. REVISION DESCRIPITION DATE ACCEPTED AND EQUIPMENT LOCATIONS RED HORIZONTAL MAST ARM I.I.S.N.S. CITY OF RANCHO CUCAMONGA DETAIL "C" TRAFFIC SIGNAL DETAILS 1YELLOW 2 DAY CREEK BLVD., GRN ARROW VICTORIA GARDENS LANE TO NORTH MAII\l ST. SEAL APPROVED BY: DATE OVES/ CITY ENGINEER R.C.E. No. 24953 RT v DESIGN BY: M C= oil RECOMMENDED: engineering J.REJNIAK C-5 A&%%%%%%VVAWVAA&%A~ AW 1AAAAA~ group, ilue. < No. 20285 4- BY: DRAWN SHEET: 0 DIAL TWO WORKING T&VM MMEW DWGII SOMCES I Exp. 9/30/05 c1q BEFORE DAYS BEFORE J.WARNER 20201 &W. Mrch Street Suft 250 Newport &Kmh, CA 92M 2-2 of 25 0 YOU DIG I YOU DIG Rwm (M) 47+-OW9 F= (M) 474-=2 N 0) CHECKED BY: poll DRAWING NO.: 0 TOLL FREE 1-800-227-2600 0 F c h IkL 'b77 NS z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ROMT K" P.C.F- No2= O2 W74 --- 50' 00 co I— -- - — N 375' TO _ LIMIT LINE =a` M - "AHEAD" - L FUTURE STREET Fl iT•i RE c /W (TYP N, FUTURE RAISED MEDIAN Icr_ FUTURE C/G (TYP.) o STA, 1-07+12.44- DAY _CREEK _BLVD. ��. i STA. 100+00.00 VICTORIA GARDENS AVE. 375' TO -�- /,+LIMIT LINE �2 W41 M DAY CREEK BLVD. SIGNAL - 1 -- - - -- _ - - -_ 0 7 95't- I ------------- - -- -- -- 1�"AHEAD" — -=_:_ CN I -- - EXIST. C/G (TYP.) II -- - - -- - -- -- - - - - - - - - - - - - - — II I�— — — — — — ------------- - -- -- - -- -- — f I(= EX(I � RAISED MEDIAN__ �, - _ � I I � — , —EXIST. RAISED MEDIAN --'— - -- =N � �w 107+00 I `TJE+?� — — — — — — — — — — -'09�07 — — — - �� 111-00 *r r - - - - - - r - - - - - - - - - - - - - - - -- - - --- --- - ------ r C) --------------r------------'� hc� - - --------- - ----- - I ! � 1 I I o -----------� I _-- -- -- -- -- -- -- -- ► i I Q 1 TYPEI IV(LT) -- _-� I ____ Q ------------------ --- --- --------------------------------------- i� 2 R18-2 / 2 R18-2 O III GENERAL STRIPING NOTES 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE FOLLOWING PROVISIONS: A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATIONS SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD DRAWING NO. 401 B 16' '11' V1 '111'111'1 16' 1 _— -- I -- CABERNET • i I I I I I zI 1 I I I ,, , -- J' ,NOTE: TEMPORARILY BLOCK OFF THIS SECTION OF ARROW UNTIL FUTURE —TYPE fV(LT) STREET IS CONSTRUCTED. LV + L II 1 1111�LI ONLY ONLY ONLY o I"' 1 c I 1 I i t R61-CUSTOM SIGN (MODIFY FROM R61-15) _ �R18-2 DETAIL 'A' 1 I I -- �- II �-__(�)R61-CUSTOM (SEE DETAIL 'A' i I 11 11 ON THIS SHEET) ' I _ I � �E) I I " li I I -- I —01 "AHEAD "E; ) rlll� o z C-4d— I ' I i�-7 �J=" �I W41 O1 "SIGNAL' I ` I to -I -- 47' I 45' 1 CONSTRUCTION NOTES SHEETS 23 & 24 ; TOTAL QTY. (\�E; EXISTING SIGN TO REMAIN. 2 Each lO INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. 1310 SF O INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. 17 Each 3 O SANDBLAST CONFLICTING STRIPING. ------------------------------------------------------------ REMOVE EXISTING CONFLICTING REFLECTIVE PAVEMENT MARKERS. 575 LF - - 25 SF ® INSTALL 12" SOLID WHITE THERMOPLASTIC MARKING. 10 LF O5 PAINT 8" WHITE LANE DROP STRIPE -DETAIL 37B. 400 LF © PAINT 4" SOLID WHITE LANELINE STRIPE. 100 LF 7O PAINT 6" WHITE BIKE LANE STRIPE -DETAIL 39. 625 LF SCALE: 1 " = 40' 10 5 0 20 40 60 PRELIMINARY NOT FOR CONSTRUCTION DATED: 1/20/03 SN -t 22 of 94 FUTURE STREET 18' � . 18� -� , NOTE: THIS CROSSWALK TO BE ADDED AFTER FUTURE STREET IS CONSTRUCTED (BY l j I4 i OTHERS). ! II 11 I it EXISTING EASEMENT (REF.) o� 1 I L SrA. 11 -DAY CREEK DAY CREEK B L V D. STA. 10+00.00 +00.00 SOUTH MAIN ST. j T. NLO — - - -- -- — - -- - -- - -- -- — w, w w-- -- - -- -- - -- O7 210't -J 1 — -- EXIST. RAISED MEDIAN — — — — — — — ---� o ' o -a--11 s+oc o- + - — — — — — — — ------ i DTI-------- o — — — I .� -- -- _ - - - - - - - --- - - -_�- N -- -- - --------------a 6 '50' y' L' U W41 -- S0'-- ' 3' 13' 1 t3 I 1 2 R18-2 o � I r I -- I i I -- N I -- W � OC Z - - -- Z , r: j AH D" .\} I I o -- 2 W41��. — o _ ►• 1 IGNAL" + 210't — - 2W 2 W74 i 1 II I o� EXIST. C/G (TYP.)-- -- Ln -- - — — — — — —/� EXIST. RAISED MEDIAN — — - — - "SIGNAL" i 'S . t Jr � it FUTURE STREET + 113' 2' 38'', l I 2--� FUTURE S/W (TYP.) i I 1 III FUTURE C/G (TYP.) * FUTURE STRIPING (REF.) A 41 11 11 (� (TYPICAL) 375' TO 50' _I "SIGNAL" j i I f-121-+07.42 _DAY CREEK BLVD. _ _ _ _ _ I 1 SIGNAL STA. 10+00.00 NORTH MAIN ST. LIMIT LINE 2 W41- ' k -- — — — — — — — — — — — — — — — — — — - -- -- -- -- _ -- —� —� r— —EXIS—T- . —RA—ISE—D---MEDIAN 1 "AHED" JC ` —------ --— zs+oo rr----------7237o------- 121+0 ��� 1II — I - - - �— -- -- -- -- -- — — — — ----------- I N ------------------- _ - - _ _ _ _ _ _ 1 - 1 TYPE 47 3' 13' 13 113 _ 2 R18-2 i CD + 1 TYPE N(LT) I 1 TYPE IV(RT) 1 i I 2 R61-19.1 W I � I ,, cc o Iw +; o oZ N Z I � Z, CC I ti I I -- o Z SIGNAL" SEE SHEET 23 OF 25 FOR GENERAL STRIPING 2'- AND CONSTRUCTION NOTES AND QUANTITIES. �W74 _ _ I (D19o't 3 _ ` SCALE: 1 " = 40' 10 50 26' 40 60 CD - - _ PRELIMINARY I NOT FOR CONSTRUCTION i� I DATED: 1/20/03 I NO. REVISION DESCRIPITION DATE ACCEPTLC CD CD CITY OF RANCHO CUCAMONGA TRAFFIC SIGNING AND STRIPING PLAN i �r � ❑O 1 CD -- of L LJ - - tJJ I— -- - -- - ---- - 10 5 0 20 40 60 NOTE. TRAFFIC SIGNAL EQUIPMENT AND STRIPING SHOWN FOR REFERENCE ONLY. (SEE SHEETS 19 THROUGH 24 FOR DETAILS) FUTURE STREET CC { p DAY CREEK BLVD. - ' ni CONTROLLER I -- -- -- - - - - - -- -- -- -- FUTURE STREET ILI ell ,� --- - T � 1 ITO CHURCH STREET — ® DAY CREEK BLVD. (N.E. CORNER) APPROXIMATELY 1100 L.F. r, 7 F _'{_ - - - ----_-- - - - - - - - - - - - - - - - - - - � Y — 118+00 1�OO121+0 — — — — — T �I 10 SOUTH MAIN STREET CONSTRUCTION NOTES ❑1 FURNISH AND INSTALL 2" CONDUIT WITH SINGLE -MODE FIBER OPTIC SIGNAL INTERCONNECT CABLE (S.I.C.) FROM CONTROLLER TO CONTROLLER(S) (SEE PLAN FOR LOCATIONS-APPROX. 2500 FEET TOTAL). TERMINATE S.I.C. CABLE IN CONTROLLER CABINETS, INSTALL #5 PULLBOXES AT 200' MAX. INTERVALS. .w. TOLL FREE -. 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE: 1 " = 40' 10 5 0 20 40 60 _ R/W �.CD, l 11� I �► ��' j�l NORTH MAIN STREET GENERAL NOTES 1. SEE SHEET 22 OF 25 FOR GENERAL NOTES. PRELIMINARY NOT FOR CONSTRUCTION DATED: 1/20/03 NO I REVISION DESCRIPITION I DATE I ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL INTERCONNECT PLAN DAY CREEK BLVD., FROM VICTORIA GARDENS LANE TO NORTH MAIN STREET SEAL E S S I p RT yc y cr No. 20285 ' * Exp. 9/30/05 * J, f C' `/ 1` \ �l F OF CAI APPROVED BY DATE v' 4c' CITY ENGINEER � � - � R.C.E. No. 24953 DES.GN BY , .REJNIAK cngineurfng group, inc. - - - TRAFFIC ENGRIEt" K DMGN SERVICES 20201 S.W. Mrch SVW, Suite 250 Newport Beach. CA 926M Phorx (949) 474-OW9 fax: (949) 474-0902 3 ROBEkI � R.C.E. No.202B5 ate E 9� PFCOMMENDFri � n �'1 CR/,'.N B1' J WARNER SPFF 25 �j, 25 cF,FC KF1, By - C CA '. I C NC 1377 �> �_kI-- Ll L4 OP 94 (1)DLC 0 12' i - - RAW - - --- I 10 350' TO — LIMIT LINE J 1 °° NI N. NI f�fW © (SERVICE POINT T.B.D.) ce- I C i FOOTHILL BLVD. (SR -SS) 04 �b N N \\ v N N -U (1)DLC ®(1)DLC' CONSTRUCTION NOTES HIS SHEE ❑1 FURNISH AND INSTALL 8-PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET, WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE OPERATION PER PHASE DIAGRAM. CONSTRUCT CONCRETE PAD AND FOUNDATION PER DETAIL 'A' ON SHEET 17. FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. ❑2 FURNISH AND INSTALL MODIFIED TYPE III -BF 120V/240V SERVICE EQUIPMENT ENCLOSURE, WITH ONE (1) 50A-1 P CIRCUIT BREAKER FOR METERED SIGNALS, TWO (2) 30A-lP CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. ❑3 FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT DETECTOR AND EVP CABLE. SEE DETAIL 'C' (SHEET 17) FOR MOUNTING DETAIL ON MAST ARM. ® FURNISH AND INSTALL 1 1 /2" CONDUIT w/CONDUCTORS INDICATED. a FURNISH AND INSTALL MAST ARM MOUNTED SIGN, AS NOTED ON PLAN, PER STANDARD PLAN ES-7N, DETAIL 'U'. © FURNISH AND INSTALL 3"C w/PULLROPE AND (3)#6 CONDUCTORS, PER S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS BEFORE BEGINNING WORK. F7 FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER CABINET. ® FURNISH AND INSTALL 2" CONDUIT w/CONDUCTORS INDICATED. v� PHASE DIAGRAM M 01 02 03 04 05 06 07 08 R73-CUSTOM SIGN (28 3/4" x 32") (MODIFY FROM R73-5) DETAIL U .0 #1 / C7 z R/W —� ," LJ (1)DLC Vv �� 04 Go 1C4+0^v rl N 1 1 350' TO X - WALK N N 001 7 CV i SCALE: 1 " = 20' 5 0 10 20 30 PRELIMINARY NOT FOR CONSTRUCTION DATED: 03/17/03 sNPE-�-r Z;�- OF- 94 CONDUCTOR SCHEDULE AWG SIZE OR CABLE TYPE POLE OR CIRCUIT PHASE NO. CONDUIT SIZE AND RUN NUMBER (NEW) 3' 3" 4' 2-3' 2-4' 2-4' 2-4' 2' 2-4 _3 Z4` �6 7- 8 9� 12 CONDUCTOR 3 CONDUCTOR POLE - A 3,4 4 - - - - - - 1 2 - 1 2 B 3,8 8 _ _ _ _ _ 1 2 1 2w - 1 2 C 5, 6 4 _ _ - - 1 2 1 2 1 2 _ 1 2 D 2,5 8---_-_ 1 2 1 2'1 2 1 2-_ 1 2 E 7,8 4 -_-_ 1 2 1 2 1 2 1 2 1 2-_ 1 2 F4'7 6 _11 1 11111111 1 _1 1 G 1'2 4 1 2 1 2 1 2 1 2 1 2 1 2 1 2 - 1 2 H 1,g 8______________ 1 1 1 1 TOTAL 1 2233547586117 31 1 8 #12 I.I.S.N.S. - 2 2 2 2 2 2 2 - #10 LUMINAIRES 2 2 2 2 2 2 2 2 - #8 SIGNAL SERVICE - - - - - - - - - DLC (TYPE "C� 01 - - - - 4 4 4 - 4 02 3 3 3 3 3 3 3- 3 03 -- 2 2 2 2 2- 2 04 - - - - - - 1 - 2 05 4 4 4 4 4 4 4 - 4 06 - - - - - 3 3 - 3 07 - - - - - - - - 4 08 -- 2 3 3 3 3- 3 TOTAL 7 7 11 12 16 19 20 - 25 EVP CABLE — 1 1 2 2 3 4 1 4 (� OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE N 30' 15r 6' 10' (TYP)/ ) � o ty LEFT TURN LANE n 8" WHITE TURNING LANE LINE -- 1 10' W THRU LANE Z I J +I � � � J 4" LANE LINE - - - N t o Y J Ee) THRU LANE 10 to V) f 0 0 U in 4 04 tF CV z 4" LANE LINE OR 8"- TURNING LANE LINE THRU OR RIGHT 6 10 TURN LANE (TYP) �- w1 USE ONE (1) 3—CONDUCTOR CABLE FOR 08P PEDESTRIAN INDICATION. - - TOP OF CURB FACE * - TYPICAL LANE WIDTH * * - 6'x6' LOOPS USED IN LEFT TURN LANES GREATER THAN 10' WIDE LOOP DETECTOR PLACEMENT (REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS) DETAIL 'D' POLE AND EQUIPMENT SCHEDULE' STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. B.P.B. j POLE LOC. * H.P.S.V. STANDARD SHAFT NO. TYPE HEIGHT SIGNAL M.A. LUMIN. M.A. MAST ARM POLE MTG. 0 QUAD 0 QUAD B C E Luminare MOUNTED I.I.S.N.S. (SEE DETAIL 'B') LEGEND BLK NO. 15 30' — 15' — SV-2—TA SP-1—CS 6 3 4 2 — 4' 1' 20OW — e0 29-5-129 30' 50' 15' 3—MAS SV-1—T SP-2—CS 6 3 — — —3' 4' — 20OW Foothill Blvd. — © 15 30' — 15' — SV-2—TA — 8 4 6 3 — 4' 0' 20OW — I�D 61-5-129 30' 60' 15' 3—MAS SV-1—T SP-2—CS 8 4 — — —4' 5' — 20OW Day Creek Blvd. — 15 30' — 15' — SV-2—TA — 2 1 8 4 — 4' —1' 20OW — 26-4-129 30' 40' 15' 2—MAS SV-1—T SP-1—CS 2 1 — — — 6' 4' 20OW Foothill Blvd. — © 15 30' — 15' 1 — SV-2—TA SP-1—CS 4 2 2 1 4' 5' 1 — 20OW — 61-5-129 30' 60' 15' 1 3—MAS SV-1—T SP-1—CS 4 2 — — —5' 1 4' — 20OW I Day Creek Blvd. — ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. * POLE LOCATIONS ON MEDIAN ISLANDS) TAKEN FROM STRAIGHT SIDE OF CURB B.C.R/E.C.R., PARALLEL TO THROUGH TRAFFIC LANES OF STREET. t B.P.B.= BYCYCLE PUSH BUTTON DETECTOR SENSOR SCHEDULE SENSOR NO. CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL SENSOR NO. CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL 1 1 1-N-04 4 4 9 1 3-W-02 10 2 2 2-N-04 12 2 2 1-W-05 5 1 2 1 - - - 10 1 2-W-05 13 3 2 1-N-07 7 1 2 3-W-05 5 1 3 1 2-N-07 15 3 11 1 4-W-05 13 3 2 3-N-07 7 2 2 1-E-06 6 3 4 1 4-N-07 15 6 12 1 2-E-06 14 4 2 1-S-08 8 3 2 3-E-06 14 2 5 1 2-S-08 16 4 13 1 1-E-01 1 1 2 3-S-08 16 2 2 2-E-01 9 3 6 1 1-S-03 3 1 14 1 3-E-01 1 1 2 2-S-03 11 3 2 4-E-01 9 3 7 1 - - - 1 5 1 EVP 01 & 06 EVP 3 - 2 - - - 2 EVP 02 & 05 EVP 4 - 8 1 1-W-02 2 3 16 1 EVP 03 & 08 EVP 5 - 2 2-W-02 1 10 1 6 2 1 EVP 04 & 07 EVP 6 - TOLL FREE; 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT V2" _ - - 0� - - ST - \ is _ 1 i 0 Nr a 1 ao I U I U U v + 1/2" CABINET I.I.S.N.S. LEGEND DETAIL _z 0 i - CONC. PAD � Q EXISTING GRADE CONCRETE m CONC. PAD v PAD _EXIST. SIDEWALK ''� CURB _4 GRADE i o -- CONC. FOUNDATION SECTION B—B SIDEWALK CONCRETE PAD CABINET ,� � • l �'�.. .. .' .. ... 0, ...t CONC. PAD Z N ! m —+ i) U 2' SIDEWALK1 11 �+ �- o CURB CONC. FOUNDATION J C—C PAN SECTION C—C CASE 3 TYPE "R" CABINET FOUNDATION AND PAD DETAIL DETAIL W "'GENCY VEHICLE EMPTION DETECTOR ARM EMERGENCY VEHICLE PRE—EMPTION DETECTOR MOUNTING DETAIL N.T.S DETAIL 'C' EXIST. GRADE /-CURB - 1 E.C.R.—t 6b 'B"-'B' CURB/BERM FLOW UN OR EDGE OF SHOULDER 1 DIRECTI ON OF U m NOTE: FOR 'B", "C' AND "E' DIMENSIONS, SEE POLE SCHEDULE, OR AS DIRECTED BY ENGINEER (TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS REMOVABLE — SEE ' STEEL CAP 'SIGN TAB' DETAIL ARM LENGTH (8' -0 60" 24" 48" I_ I en 6' -0" I k OR 8'-0" AVE 6300 NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS ARM TUBE SIZE LENGTH END O.D. x BASE O.D. x THK. 2 3/8" x 3 1/2" x 11 GA. BACK CLAMP W/4 BOLTS A TM A-307) -SIGNAL POLE DIAMETER AT 24' ABOVE FINISHED GRADE " R CLAMP — 1 1 /2" DIA. DEBURRED SIGNAL POLE HOOLLE�PIN DIA. HOLE IN 3" CLAMP SUPPLIf >IT H A TYPE F ` -16UNC BLUNT _ + POINT TAPPING SCREW PILOT HOLE TO BE FIELD DRILLED) NOTCH OR DRILLj ` 1" DIA. HOLE FOR DRAINAGE GROMMET I FIELDL DRILLED) CLAMP DETAIL 1 COOL 3 QUADRANT DETAIL PEDESTRIAN/BICYCLE PUSH BUTTON LOCATION (TOP VIEW) 142 COUPLING AT BOTTOM -FOR SIGN WIRING NIPPLE & 6„CONNECTORS BY OTHERS. GENERAL NOTES: MATERIAL SPECIFICATIONS SHAFT STEEL OF 48,000 PSI MINIMUM YIELD AFTER FABRICATION BASE PLATES & FLANGES ASTM A-35 STEEL ASTM A-36 STEEL PIPE ASTM A-36--53 GRADE B STEEL BUTT WELDS GROUND FLUSH WITH BASE METAL LONGITUDINAL WELDS ALL WELDS SHALL CONFORM TO AWS D1.1 WELD SPECIFACATION FINISH COATING STRUCTURE HOT DIP GALVANIZED PER ASTM A-123 HARDWARE HOT DIP GALVANIZED PER ASTM A-153 DESIGN CRITERIA IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURE STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, & HARDWARE LUMINAIRES AND TRAFFIC SIGNAL. AASHTO 1994 IN ACCORDANCE WITH THE "SPECIFICATION FOR WELDING STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNAL. AASHTO 1994 3" RAD. - (HOLD) AS REQ'D. - jw y4� RAD. 1 R if " DIA. -� 2 DRILL SIGN TAB DETAIL HORIZONTAL MAST ARM I.I.S.N.S. DETAIL W PRELIMINARY NOT FOR CONSTRUCTION DATED: 03/17/03 NO. REVISION DESCRIPITION DATE ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL DETAILS AND SCHEDULES FOOTHILL BLVD. (SR-66) AT DAY CREEK BLVD. SEAL APPROVED D DATE �o QRVlss/0*1 CITY ENGINEER L�RTcES:GN c� 4, J.REJNIAK No. 20285 '� L :;avtiti * Exp. 9/30/05 * J.WARNER OF CAL�F�� _ R.C.E. No. 24953 REDOMMEENC'EC; engineering J lk 657 group, inc. rpAmC ENGINEERING DESIGN Birch SOMMS 17 �, 18 20201 S.W. Street, Suite 250 Newport Beach, CA 92M Phone: (949) 474-0909 Fax: (949) 474-0902 �►-y'�Dote3 � 77 � -7 -7 ROBERT KAM R.C.E No.20295 Exp. 9/30/05 / M c C ZL.o ELF 94 DAY CREEK BOULEVARD SIGNING do STRIPING PER CFD1A 4: IMPROVEMENT PLANS t 105' I s 58' 47' h. ' 614' 40' CHURCH STREET CROSSWALK 3' L STRIPING PER CFD 1 A M I - TRAFFIC SIGNAL PLAN f n 16' 11' 1 V 13' 1(l; 13' 1 V 11' 5' F' PROPOSED 1 = , ' MEANDERING f SIDEWALK 4 E 100, EXISTING CURB FULL 100' AND GUTTER — — — o �--------_ -�+-- -~- 250' STORAGE SPACE + I _ p', 120' SPICING J� �T 4 YEN ilrAk7WE TmACT' No. 15914 i EXISTING kRCEL BOUNDARY j PER PARCEL MAP NO. 15641 I & PROPOSED R/W �- PROPOSED BIKE LANE 69 3 120' BAY TAPER 83 65 60 120' SPACING Ln /L J ® r'S u PROPOSED PAINTED MEDIAN 65 — u — — — ---� ----- - - - + - - - -� -- - - +-- 65 83 PROPOSED CURB AND GUTTER — — ----— - -- -- PROPOSED CURB AND GUTTER r wi — I o6 ............................. 4 ............... o� EXISTING PARCEL BOUNDARY R81 SIGN t CHURCH STREET SIGNING o PROPOSED PER PARCEL MAP NO. 15641 CHURCH STREET SIGNING 8 I fi & STRIPING PER CFD1A SIDEWALK & PROPOSED R/W & STRIPING PER CFD1A IMPROVEMENT PLANS IMPROVEMENT PLANS , TENTATIVE PARCEL MAP NO.15716 ' 15' 11' 13' M 1' 12' 11' 11' 16' I I CHURCH STREET (PUBLIC) VAR. DAY CREEK BOULEVARD (PUBLIC) PROPOSED CURB AND GUTTER i t. 1 _ 1 PROPOSED i MEANDERING ! SIDEWALK & PROPOSED R/W PROPOSED SIGNING & 9RIPING PER ARBOR LANE IMPROVEMENT t PLANS CFD 1B EXITING' PARCEL BOUNDARY PER PARCEL MAP NO. 15641 & PROPOSED R/W CONSTRUCTION NOTES NO. SIGNING & STRIPING IMPROVEMENTS 60. STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A 62. STENCIL "BIKE" "LANE" PER CALTRANS STD. DWG. NO. A24D WITH 10' SPACING 64. INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 65. INSTALL e SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 66. INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 67. INSTALL 6" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 68. INSTALL 6' SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 69. INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 70. INSTALL 12" SOLID WHITE STRIPE PER CITY STD. DWG. NO. 401A & 401B 71. INSTALL STREET NAME SIGN AND POST PER CITY STD. DWG. NO. 401A & 401B 72. INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. NO. 130 74. INSTALL R26(S) SIGN PER CITY STD. DWG. NO. 4-01 A & 4018 76. INSTALL R81 SIGN PER CALTRANS STD. 77. INSTALL R18-1 SIGN PER CALTRANS STD. 78. INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 81. INSTALL LANE LINE EXTENSION PER CALTRANS STD. DWG. NO. A20B 82. INSTALL MEDIAN EDGE LINE PER CITY STD. DWG. NO. 133, TO BE PLACED AT ALL ELEVATED MEDIANS 83. INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. NO. 134 84. INSTALL R10(RT) SIGN PER CALTRANS STD. 85. INSTALL 12" SOLID YELLOW STRIPE PER CITY STD. DWG. NO. 401A & 401B 86. INSTALL R81 B SIGN PER CALTRANS STD. OR I-ANB �pt,Bi11C 1B) OR CONSTRUCTION NOTES : a- STENCIL TYPE N LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A STENCIL "BIKE' "LANE" PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 65 INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 66 INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 INSTALL 6" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 68 INSTALL Cr SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 69 INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 INSTALL 120 SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133 71 INSTALL STREET NAME SIGN AND POST PER CITY STD. DWG. NO. 401A & 401B o- INSTALL R26(S) SIGN PER CALTRANS STD. o- INSTALL R81 SIGN PER CALTRANS STD. INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. NO. 134 84 INSTALL R1O(RT) SIGN PER CALTRANS STD. r T lAnVE TkAC T i NO. 15974 �i i PROPOSED PAINTED MEDIAN CHURCH STREET (PUBLIC) 0 20 40 80 160 /�Of E SS /ON9 C. yO�Fy No. 20596 r l m Exp. 9-30-05 �9TF OF CA`1E��P I d � � I c� t - PROPOSED I { j MEANDERING --r SIDEWALK- 18 0 4 N O W m N 65 _10K W 6 ;�, PROPOSED BIKE LANE 1 La 0 OD 4 F- o PROPOSED SIDEWALK LEGEND FULL SO FULL SIGNALIZED INTERSECTION �-- PROPOSED STREET LIGHT Ak PROPOSED FIRE HYDRANT r f PROPOSED f MEANDERING, SIDEWALK r PROPOSED CURD i,� AND GUTTER PROPOSED R/W " i FUTURE SIGNING & STRIPING PER ONSITE MALL IMPROVEMENT PLANS Es i 11/ A EX6NG PARCEL BOUND r PER PARCEL MAP NO. 15641 & PROPOSED R/W 10, ' 84 65 do 65 = 1 H ' 0 8 6 H f 71 , R 1 & R41 SIGN 3' RIGHT TURN MOVEMENT ONLY T (PRIVA E) PROJECT Wa7 NO._.��OF I:\29011\IMPLANS\CHURCH ST\SIPI2.DWG 3/15/03 � 4 PROPOSED SIDEWALK PROPOSED PROPOSED CURB do GUTTER 60 90' SPACING � 11 II ,I I I VAPAn nnl imnAPY PROPOSED R/W VICTORIA PARK LANE Iy I E , , O?, I R R I 1 R 1 ­49 R81 SIGN TENTATIVE PARCEL MAP NO.15641 VICTORIA GARDENS LANE 8 ,W -fm opt---< PROPOSED CURB do GUTTER Fes__ EXISTING PARCEL BOUNDARY CONSTRUCTION NOTES : PROPOSED SICONG /WE - CMG PER VICTORIIy PAq IMPROVEMENT PLANS CFD i18 ACT CHURCH STREET (PUBLIC EXISTING PARCEL BOUNDARY PER PARCEL MAP NO. 15641 & PROPOSED R/W 6 PROPOSED R/W 68 66 69 \ 60 90' SPACING/ .T PROPOSED SIDEWALK 4 p o 0 o G 60 90' SPACING ` ` ` 001 END LANE BIKE 64 ��' 66' `� g A.P.H. 227 211 42 , /e ETIWANDA AVENUE PROPOSED SIGNING do STRIPING PER ETIWANDA AVENUE IMPROVEMENT - PLANS CFD 2001-113 PROPOSED CURB do GUTTER FUTURE STREET (PRIVATE) EXISTING CONCRETE SLOPE i CrMKm FULL SIGNALIZED INTERSECTION 7 -------- I --A - — - - — - —- � ---, to CV �- STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A / I III I I / I I I I / �--� PROPOSED STREET LIGHT 62 STENCIL 'BIKE' 'LANE'" PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING CHURCH STREET (PUBLIC) 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 PROPOSED FIRE HYDRANT 65 INSTALL C SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 DESCRIPTION OF REVISION DATE 66 INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 NOTES: A' INSTALL Ir SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 ESS CITY OF RANCHO CUCAMONG 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY Q �pF /p a- INSTALL 6" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDARD THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT 1 o C. l 69 INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND TANDARD STRIPING AND MARKINGS. � SIGNING & STRIPING WROVEMENTS FOR 71 INSTALL STREET NAME SIGN AND POST PER CITY STD. DWG. NO. 401A do 401B PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD En No. 20596 DIRECTED BY THE CITY ENGINEER. SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 ML THICK (WET). o� Exp. 9-30-05 CHURCH STREET o- INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. NO. 130 INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO �t 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. qTF COIV'IMUIVITY FAC�IT�S DISTRICT 2001- 01B INSTALL R26(S) SIGN PER CALTRANS STD. INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE TAN AR H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE OF CALF INSTALL R81 SIGN PER CALTRANS STD. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. STA.50+50.00 TO STA. 65+91.10 FOLLOWING PROVISIONS: FOLLOWING PROVISIONS: o- INSTALL R18-1 SIGN PER CALTRANS STD. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR ,� INSTALL METAL SIGN POST PER CITY STD. DWG. N0. 130 (S.A.E.) UNLESS OTHERWISE NOTED. HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE 0 20 40 80 160 CITY OF RANCHO CUCAIuIONGA APPROVED BY DATE: B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SATISFACTION OF THE CITY ENGINEER. CITY ENGINEER C� 1 t R C E N 0 81 INSTALL LANE LINE EXTENSION PER CALTRANS STD. DWG. NO. A208 REMOVED BY WET SANDBLASTING. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH BENCHMARK NUMBER 10051 -� _ 8 INSTALL MEDIAN EDGE LINE PER CITY STD. DWG. N0. 133, TO BE PLACED C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE - p.: ,; ELEVATION : 1300.686 DESIGN . o R.. 17320 ItIto".4.R. RECOMMEN ALONG ALL ELEVATED MEDIANS REMOVED BY WET SANDBLASTING. WITH CITY AND STATE STANDARDS. SET 2" BRASS DISK IN CONC. CURB STAMPED B.J.B. SR 350 L,N CIA & 8 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. N0. 134 D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN CITY OF RANCHO CUCAMONGA BM 10051 R o.l C N . a .0 a, 9MI4 V k.:949-2S1-U21 BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY 1987" AT THE NORTHWEST CORNER OF BASE DRAWN 1 f M.,.: FAX: 949-251 SHEET 85 INSTALL 12" SOLID YELLOW STRIPE PER CITY STD. DWG. NO. 401A & 4018 E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL TRAFFIC ENGINEER. _, LINE ROAD AND SWANSON PLACE 0.25 MILES B.J.B. -0516 . „} N E R S E N G 1 N E E R S S U R V E r O R S � BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. WEST OF ETIWANDA AVENUE, AT SOUTHERLY `� OF 86 INSTALL R818 SIGN PER CALTRANS STD 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD. DWG. NO. 401-B. END OF CATCH BASIN 2 FT. NORTH OF CHECKED ,�j/ //� ►,,, 20596 DRAWING I PROJECT SHEET NO. OF t4 _ I:\29011\WPLANS\CHURCH ST\SIPI3.DWG 3/15/03 CONDUCTOR SCHEDULE AWG SIZE OR CABLE TYPE POLE OR CIRCUIT PHASE N0. CONDUIT SIZE AND RUN NUMBER (NEW) AWG SIZE OR CABLE TYPE POLE OR CIRCUIT CONDUIT SIZE AND RUN NUMBER (NEW) 2 w 3 4 4 ■ 2-4 3 • 3 2-4 2-4 w 2 3 w 4 4 2-4 3 3 2-4 • 2-4 1' 2 3 4 5 6' 7 8 9 1 2 3 4 5 6 7 '8 9' POLE- A 7,8 28______________ 1 1 #10 LUMINAIRES 2 2 2 2 2 2 2 2 - 12 g 4,7 2 _ _ _ _ _ _ 1 1 1 1 1 1 #6 SIGNAL SERVICE - - - - - - - - - CONDUCTOR C 1,2 2 4 _ - _ - - 1 2 1 2 1 2 1 2 (TYPE CC") 01 - - - 4 4 - - 4 4 D 1,6 4 1 1 1 1 1 1 1 1 1 1 -_-_ 1 1 1 1 02 - - - - - 3 3 3 3 E 3,4 46-_ 1 2 1 2 1 2 1 2-_-_ 1 2 1 2 03 - - - ---- 2 2 F 3,8 6 -_-_ 1 1 1 1 1 1 -_-_ 1 1 1 1 04 - 3 3 3 3 - - 3 3 CONDUCTOR G 5,6 6 8 _ - - 1 2 1 2 - - 1 2 1 2 05 - - - - - 2 2 2 2 H 2,5 8-_-_-_-_ 1 1 -_-_ 1 1 1 1 06 - - - 2 2 - - 2 2 TOTAL 1 1 23344657 1 2238 28 07 - 2 2 2 2-- 2 2 #12 I.I.S.N.S. 2 2 2 1 2 2 - 2 2 - 08 - - - - - - - 2 3 TOTAL 5 5 11 11 5 5 20 21 EVP CABLE El 1 2 1 2 3 1 - 1 4 4 ® (1)DLC - i - - RAW --/ (1)DLC i i i ® 0 (1)DLC EXIST. SW (TYP.) -� EXIST. C/G (TYP.) 4 / 6' I\ I II I I I 60I 61, 1 47- 1 1 36' I 16' 1 11' 1 13' 1 10, 4' 13' 1 1 ' 1 I 1 1 I I 1 I I I I I I I 1 12-" I I I � I I I I x I I I I I I 4-14 1 2_4+0 I Omit; 03- ---- 3 03/08 I I I 4 O 2 3 QUADRANT DETAIL PEDESTRIAN/BICYCLE PUSH BUTTON LOCATION (TOP VIEW) POLE AND EQUIPMENT SCHEDULE' N0. STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. B.P.B.' POLE LOC. H.P.S.V. HORIZONTAL MAST ARM MOUNTED I.I.S.N.S. (SEE DETAIL SHEET 17) LEGEND BLK NO. TYPE HEIGHT SIGNAL M.A. LUMIN. M.A. MAST ARM POLE MTG. 0 QUAD 0 QUAD B C E Luminare 15 30' — 15' — SV-2—TA SP-1—CS 2 1 8 4 4' 5' — 20OW — — 24-4-80 30' 35' 15' 2—MAS SV-1—T SP-1—CS 2 1 — — — 6' 3' 20OW Church St. — © 15 30' — 15' — SV-2—TA SP-1—CS 4 2 2 1 2' 4' — 20OW — — 26-4-80 30' 45' 15' 2—MAS SV-1—T SP-1—CS 4 2 — — — 3' 3' 20OW Victoria Gardens Ln. — Q 15 30' — 15' — SV-2—TA SP-1—CS 6 3 4 2 3' 3' — 0 26-4-80 30' 40' 15' 2—MAS SV-1—T SP-1—CS 6 3 — — — 2' 7' 20OW Church St. — © 15 30' — 15' — SV-2—TA SP-1—CS 8 4 6 3 4' 3' — 20OW — — 26-4-80 30' 40' 15' 2—MAS SV-1—T SP-1—CS 8 4 — — — 5' 3' 20OW Victoria Gardens Ln. — ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. Z B.P.B.= BICYCLE PUSH BUTTON \ \ \ \, CHURCH STREET R/w © EXIST. SW (TYP.) (1)DLC 6 5 R34- -- I EXIST. C/G (TYP.) 1 1 I I � STA. _ 4+_14._ _- CHURCH H cv — 3 �1 �6 STA. 143+07.60 VICTORIA GARDENS LN. • �--� - 1� / 11 1 iv _ N I 5 R73-6 I �- - - - - - - - - - �-�- - - --�-- - - - -- --— x6' ( 5x6 --- 5x6 -- _ 5'x6' yT+ 0 - 5 + 5x6' o111 a - I �x6' U ---- x6 `j' S ' 0 5'x6' S'x6' x6 , r N L� I 0 - - — 1 1 `* iv 1 I I I ------------- -- --A _ I , — — — — — — — — — — ------------- �.� 101 CONSTRUCTION NOTES (THIS SHEET ❑1 FURNISH AND INSTALL 8-PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET, WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE OPERATION PER PHASE DIAGRAM. CONSTRUCT CONCRETE PAD AND FOUNDATION PER DETAIL 'A' ON SHEET 17 OF 19. FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. Q2 FURNISH AND INSTALL MODIFIED TYPE III -BF 120V/240V SERVICE EQUIPMENT ENCLOSURE, WITH ONE (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNALS, TWO (2) 30A-1 P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND ONE (1) 15A-1 P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. ❑3 FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND EVP CABLE. SEE DETAIL 'D' (SHEET 17 OF 19) FOR MOUNTING DETAIL ON MAST ARM. ® FURNISH AND INSTALL 1 1 /2" CONDUIT w/CONDUCTORS INDICATED. ❑5 FURNISH AND INSTALL MAST ARM MOUNTED SIGN, R34, PER STANDARD PLAN ES-7N, DETAIL 'U'. © FURNISH AND INSTALL 3"C w/PULLROPE AND (3) #6 CONDUCTORS, PER S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS BEFORE BEGINNING WORK. �7 FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER CABINET. R8 FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS INDICATED. Q9 2" CONDUIT WITH FIBER OPTIC SIGNAL INTERCONNECT CABLE (SEE SHEET 19 OF 19 FOR DETAILS). �3 04/07 4R34 _-----' i I _ 6 F=15 ii'I I PHASE DIALRARN I I 2_ �1(4)#12;(2)#10 CD �r i (3)#6 I I �- �� I I ©I(SER4E POINT -S-43 IT.B.D.) I I 1 I I I I I 11 11 4 110 1 11 1 11 1 16 ,I I I I I 1 1 I� I I 1 o -"- 01 02 03 04 f 05 06 07 08 ' 1 1v--13 I I 1 I I _ _ _ _ — -- _-- - 33 II 1 76' 68' CD 4 1 0 I l I I I 1 FOR GENERAL TRAFFIC SIGNAL NOTES, SEE SHEET 17 OF 19 TO NORTH MAIN ST. SCALE: 1" = 20' 5 0 10 20 30 DETECTOR SENSOR SCHEDULE SENSOR NO. CHANNEL DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL 1 1 1-N-04 4 2 2 2-N-04 12 4 1 3-N-04 12 2 2 2 1-N-07 7 1 1 2-N-07 15 3 3 2 - - - 1 — — — 4 2 1-S-08 8 2 5 1 2-S-08 16 4 2 3-S-08 16 2 6 1 1-S-03 3 1 2 2-S-03 11 3 7 1 - - - 2 - - - 1 1-W-02 2 2 8 2 2-W-02 10 4 9 1 3—W-02 10 2 2 1-W-05 5 1 1 2-W-05 13 3 10 2 - - - 11 1 - - - 2 1-E-06 6 2 1 2-E-06 14 4 12 2 - - 1 1-E-01 1 1 13 2 2-E-01 9 3 1 3-E-01 1 1 14 2 4-E-01 9 3 1 EVP 01 & 06 EVP 3 - 15 2 EVP 02 & 05 EVP 4 - 16 1 EVP 03 & 08 EVP 5 - 2 EVP 04 & 07 EVP 6 - PRELIMINARY NOT FOR CONSTRUCTION DATED: 03/18/03 CABINET SIDEWALK 3' SIDEWALK CONCRETE PAD CABINET i - .............. ; - ......... o L z = m - CONC. PAD U-) U EXISTING GRADE �,•, f- SECTION A -A CONCRETE FOUNDATION CONC. PAD Z 04 = m - `- 1 U rh SIDEWALK = 2 ., r o -CURB .. I CONC FOUNDATION PLAN SECTION C—C CASE 3 TYPE "R" CABINET FOUNDATION AND PAD DETAIL DETAIL 'A' ""OENCY VEHICLE EMPTION DETECTOR ARM EMERGENCY VEHICLE PRE—EMPTION DETECTOR MOUNTING DETAIL N.T.S DETAIL 'D' .ss. TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE 0 30' 15' 6' 10' KLTfP_)) LEFT TURN LANE 8" WHITE TURNING LANE LINE 10' THRU LANE 4" LANE LINE--- - 10' THRU LANE (L 4" LANE LINE OR 8" - TURNING LANE LINE THRU OR RIGHT 6' 10' TURN LANE (TYP) EXIST. GRADE I CURB TOP OF CURB FACE * - TYPICAL LANE WIDTH * * - 6'x6' LOOPS USED IN LEFT TURN LANES GREATER THAN 10' WIDE LOOP DETECTOR PLACEMENT (REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS) DETAIL 'B' w c0 CV Z r- J I'lif-1.4 1 E.C.R.— - - - * 1 .0 w oJ671 ' I G " CURB/BERM FLOW UNE----- OR EDGE OF SHOULDER f ;V I DIRECTION OF - TRAFFIC Q� U m BM: FOR 'B", 'C" AND 'E' DIMENSIONS, SEE POLE SCHEDULE, OR AS DIRECTED BY ENGINEER (TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS REMOVABLE STEEL CAP SEE "SIGN TAB" DETAIL ARM LENGTH (8'-0") 60" 48" 6'-0" OR 8' -0" I.I.S.N.S. LEGEND DETAIL 24" AVE E�1 6300 —1/2" COUPLING AT POLE -FOR SIGN WIRING (NIPPLE & 6" CONNECTORS BY OTHERS. NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS ARM TUBE SIZE LENGTH END O.D. x BASE O.D. x THK. 8'-0" 2 3/8" x 3 1/2" x 11 GA. BACK CLAMP W/4 BOLTS ,ASTM A-307) - SIGNAL POLE DIAMETER AT 24' ABOVE FINISHED GRADE w R CLAMP 1 1 /2" DIA. DEBURRED SIGNAL POLE HOLE IN CLAMP " DIA. HOLE IN 3' 7 \ LAMP SUPPLI�Q WITH A TYPE F -16UNC BLUNT - + POINT TAPPING SCREW PILOT HOLE TO BE FIELD DRILLED) / NOTCH OR DRILL) w yy/G FOR DRAINAGE OMMETE I►J POLE li (FIELD DRILLED) CLAMP DETAIL GENERAL NOTES: MATERIAL SPECIFICATIONS SHAFT STEEL OF 48,DOO PSI MINIMUM YIELD AFTER FABRICATION BASE PLATES & FLANGES ASTM A-35 STEEL ASTM A-36 STEEL PIPE ASTM A-36--53 GRADE 'B' STEEL BUTT WELDS GROUND FLUSH WITH BASE METAL LONGITUDINAL WELDS ALL WELDS SHALL CONFORM TO AWS D1.1 WELD SPECIFICATION FINISH COATING STRUCTURE HOT DIP GALVANIZED PER ASTM A-123 HARDWARE HOT DIP GALVANIZED PER ASTM A-153 DESIGN CRITERIA IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURE STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, & HARDWARE LUMINAIRES AND TRAFFIC SIGNAL. AASHTO 1994 IN ACCORDANCE WITH THE "SPECIFICATION FOR WELDING STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNAL. AASHTO 1994 `t A I - + RAID. (HOLD) AS RE'. PAD. " 2 DIA. J DRILL SIGN TAB DETAIL GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES NO. 5 AND CONDUIT 2" RIGID METAL, EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED. SEE CITY STANDARD DRAWING 407. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ITY COMPANI SOUTHERN CALIFORNIA EDISON CO. (CONTACT DAVID QUEZADA) SOUTHERN CALIFORNIA GAS CO. VERIZON PACTEL CUCAMONGA COUNTY WATER DISTRICT (WATER AND SEWER) UNDERGROUND SERVICE ALERT PHONE NUMBERS (909) 357-6240 800 422-4133 8DO 422-4133 800 422-4133 909 987-2591 (800) 227-2600 PRELIMINARY NOT FOR CONSTRUCTION DATED: 03/18/03 NO, REVISION DESCRIPITION DATE ACCEPTED` HORIZONTAL MAST ARM I.I.S.N.S. CITY OF RANCHO CUCAMONGA DETAIL 'C' TRAFFIC SIGNAL DETAILS VICTORIA GARDENS LANE AND CHURCH STREET SEAL APPROVED BY _ E S S / pDATE D D7 ��o QROf N9l CITY ENGINEER- ��� DESIGN PY i.REJNIAK No. 20285 DRAN B1' * Exp. 9/30/05 * WARNER pF CAL�F��� CHECKED BY ' '!r110 R.C.E. No. 24953 RECOMMENEiEEi engmeerfng group, Inc. TRAFFIC ENGINEERING 0MGN SERVICES 2017 0, 19 201 S.W. �Suite h Street. te 250 Newport Beoch. CA 926W 6LPhone: (949) 474-OSM Fax: (949) 474-0902 Vu, DRAV%;ING NO R013ERT IUHN R.C.E. No.20285 Exp. 9/JO/OS Y O1 "AHEAD" 20R18-2 11 1 49' 9' 111 0"SIGNAL" I 6' 3 02 W41 1 1 ' 1 1 13' 14' 13' 11 I D I I I I I I wOle► 0? C) I I o � ► 1 A�) o, J' Ikk 1 "AHEAD" 2 R18-2 \ z T 1 "SIGNAL' / - — — — ' CIV I o� 22 R18-2 !� _�---------- DR18-2 - I I I I I I I I I I I I I I I 2i__ .J I Z-- i W 0 � ewe , a a GENERAL STRIPING NOTES 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE FOLLOWING PROVISIONS: A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATIONS SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD DRAWING NO. 401 B EXIST. RAISED MEDIAN STA. 54+14.56 CHURCH STREET STA. 143+07.60 VICTORIA GARDENS UN. i (D"AHEAD" _ 'CHURCH STREET -- , To LINE so EXIST. C/G (TYP.) i R/IrV - / 2 W41 I- - - - - - - - - - - - - - I IL — — — — — — I — 1 "SIGNAL" r I EXIST. RAISED MEDIAN IS 02 R7 fi -- -- N r- -- �' _ 58� 00 h v �E;R1 Q R7 I ti 2 R18-2 _ \ I I I EXIST. RAISED MEDIAN I I \ 67x00 � \ 1 'I 1 1' 11' 0'I 1 1' i 11' 116'�t� I �v— FUTURt STRIPING I iUj I } 0,z -- --1---�A R1 — — — --T FUTURE STRIPING (REF.) (TYPICAL) IFUTURE C G TYP. I , I� CONSTRUCTION NOTES: TOTAL QTY. %E; EXISTING SIGN TO REMAIN. 3 Each Ot INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARDS. 505 SF O INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. 13 Each SCALE: 1 " = 40' 10 5 0 20 40 60 ��00 engineering group, inc. TRAFFIC ENMWtRRIG DESIGN SERVICES 20201 S.M. giroh Street. Suite 250 Newport Beoch. CA 92660 Mone: (949) 474-0609 Fax: (949) 474-0902 .� Date ROBERT KAHN R.C.E. No.20285 9/30/05 1 42 e� 14, n CHURCH STREET (PUBL_ 16' 15' 12' 10' V�. 12' 15' 5 1 VAR PROPOSED SIGNING do STRIkNG VA R. 30, U PER CHURCH STREET 115' l IMPROVEMENT PLANS CFD 1B � a � o W R81 SIGN CROSSWALK STRIPING PER` TRAFFIC SIGNAL PLAN -cw. FULF W >� 10' S N 1 1 � � O I O PROPOSED SIGNING do STRIPING I ' PER VICTORIA GARDENS LANE IMPROVEMENT PLANS CFD 2A 15' 10' j0' 12' 15' �5 r V r 112' � I 13 VAR. VAR. 32' 52' 1 AR. 4 61 _ 4 4 t FUTURE SCHOOL VVE 1' 22' EXISTING PARCEL BOUNDARY PARCEL MAP NO. 15641 PROPOSED CURB AND tU I ILK fPER 1 4 0l (240' STORAGE SPACE 10 V Z 250' STORAGE SPACE _ 69 8 61 Z ^ "4 ^ "' 11",160 110' SPACING PROPOSED R/W ----- - - -- an _- -- --- 66 `5 —� — - — '— — �' BAY TAPER - gg 60 110 SPACING 100' 65 100 SPACING �100 PROPOSED SIDEWALK 6 I 66 83 100' ' 60 100' SPACING 60 100' SPACING 8 120' BAY TAPER '� �, 83 1 STORAGE SPACE ^ M ''' 63 65 60 150' SPACING 69 60 150' SPACING 90' BAY TAPER ; 5 47 49 83 ^ - O ---- - ----- -- — --�-- -- - - +- -- - -- - -- _ + -- - - I - - --- - - --- --' J 0 J m 10' — 220' STORAGE SPACE — z _ — — 120' BAY TAPER— — ell69 100' a, 60 120' SPACI G 6 4 63 N 65 160' STORAGE SPACE _ W 64 `� PROPOSED ELEVATED MEDIAN 120' SPACING - - - - - - 100' - - - - - - 66 6 PROPOSED BIKE LANE 6 � �= 67 4 �' �_ � 68 71 ,;2to 6 i PROPOSED BIKE LANE "' "' o fi 1 EXISTING PARCEL BOUNDARY ---- PROPOSE6 URB FUTURE SIGNING do STRIPING PROPOSED SIDEWALK ` _"�`��� - `'� AND GUTTER PER PARCEL MAP NO. 15641 - .�. __ _.__._ . -- -- - PER SEPARATE PLAN do PROPOSED R/W � 1 4 E ,_...R1 SIGN / 1.12' 18' 18' 12' VICTORIA PARK LANE (PUBLIC) AND GUTTER TENTATNE TRACT NO. 15974 BASE LINE ROAD (PUBLIC) VICTORIA PARK LANE (PUBLIC) 10' I PROPOSED SIGNING k STRIPING f ' 12' 1j� PER BASE LINE ROAD 13, �67, 12 114. i IMPROVEMENT PLANS CFD 1 B e � e o e � � 60 FUTURE STREET (PUBLIC) 661 T E ll �l � A U � V E � I1'S A Y U �l o T 7/ U `iT 4 � 33' 33' � � O � J SIGN -" G IQ _ R 1 SIGN PROPOSER R /W PROPOSED CURB EXISTING PARCEL BOUNDARY EXISTING PARCEL BOUNDARY FUTURE SIGNING do STRIPING AND GUTTER PER PARCEL MAP NO. 15641 PER SEPARATE PLAN - _ PER PARCEL MAP N0. 15641 — _ — — - -` - - - - o - 8 6 1 61 8 � 4 & PROPOSED R/W an, 4------------------------- - 71 PROPOSED DRIVEWAY TO FUTURE PARK SITE 4 EXISTINGPER 1� D PARCEL BOUNDARY 100' 100, � X 190' 8 Srno....- _ � n - - �- - _jL.., -a LXLJL 1 kr UnL1L) CONSTRUCTION NOTES-: 60 STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A 61 INSTALL R18-1 SIGN PER CALTRANS STD. n w n � � � � � � � � � n w n � o y� � � f 61�2 -STENCIL 'BIKE' * LANE' PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING u , 47, 63 INSTALL TYPE K-4 MARKER PER CALTRANS STD. DWG. NO. 130 ._ '�' 13' 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 EXISTING P RCEL BOUNDARY - EXISTING STRIPINGA UN A 65 INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. N0. 133 INSTALL C SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 EXISTING EXISTING R26(S) SIGN t INSTALL 6' SOLID WHITE LANE LINE PER CTIY STD. DWG. NO. 133 1 POSED CURB PROPOSED R/W �. 60 R26(S) SIGN EXISTING CURB N -ANDGUTTER - g 6 61 AND GUTTER EXISTING DRIVEWAY R INSTALL 6" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 PROPOSED BIKE LANE ; 68 vL 4. 4 0O 64 _. _ `_ -_ `�► Y 100' n Z 61 EXISTING G93, G938-1 SIGN n _ _ _ PROPOSED 10, Q b 65 _ _ 62 - =--�- - - ',' ---+ ---- -. 60 BAY TAPER 84 ,_Y - d �MEANDEWNG — — — — — — - _ 85 I ------_ '` - ~_ NOTE N - EXISTING I�'18(S) SIGN 66 — _ SIDEWALK 60 80, SPACING ;, 8 "' 60 80' SPACING 64 FU L 85 - - -. �— _ EXISTING STRIPING NOTES SHT 2 __���. _ G R26 S I N WjTr -' j 4I� ELEVATED MEDIAN --- , -� SEE SIGNING do -255' STIIKAGE SPACE -- - -- - -- - - -- --- —�-- •, , ._s . 60 64 < - 60 80' SPACING W 65 PROPOSED ELEVATED MEDIAN 69 66 100� 83 10' V� - _�`-- ----- 71 --__ N PROPOSED SIDEWALK 60 100' SPACING Y s _ rr�_ S /0�9 60 100 SPACING , _ ' 60 100' SPACING 4 6g ' !�- _ _ l 1— EXISTING CURB �. - l AND GUTTER v, --------------- No. 0596 r" m EXISTING STRIPING EXISTING W11 SIGN d P Ex . 9-30-05 � 1 PROPOSED CURB PROPOSED R/W -_ _ _._ . _ _Y AND GUTTER --- _ - _,� h � f CROSSWALK STRIPING PER _-_ _ - - _ _ _ ..___. _ . TRAFFIC SIGNAL PLAN Of, CALIF �. R81 SIGN I EXISTING PARCEL BOUNDARY f �{ 4. 10' 1 C�'_`CAir1 `EXISTING G93, G91A-1 SIGN { PER PARCEL MAP N0. 15641 6 EXISTING PARCEL BOUNDARY A.P.H. 227-1 1-1 7/ � ` -1 11' 11' 12' _ lQ' 10' 12' 11' 14' i 1s VICTORIA PARK LANE (PUBLIC) axe FULL OS FULL SIGNALIZED INTERSECTION PROPOSED STREET LIGHT AK PROPOSED FIRE HYDRANT 0 20 40 80 160 4 g0' 65 � y Tqp p �p £R SPACIN 3 60, 84>✓ PROPOSED CURB AND GUTTER 69 INSTALL Ef SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 STENCIL TYPE VII LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A 71 INSTALL STREET NAME SIGN AND POST PER CITY STD. DWG. NO. 401 A do 401 B o- INSTALL TYPE * W MARKER PER CALTRANS STD. DWG. NO. A20B o- INSTALL R26(S) SIGN PER CALTRANS STD. INSTALL R81 SIGN PER CALTRANS STD. o- INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. NO. 134 184 INSTALL 8" SKIP WHITE CHANNEUZING LANE LINE PER CITY STD. DWG. NO. 133 85 INSTALL LANE LINE EXTENSION PER CALTRANS STD. DW. NO. A20D PROJECT SFE:ET NO. OF �9 _ I:\29011\IMPLANS\VICTORIA\SIP09.DWG 3/18/03 CHURCH STREET (PUBLIC) VENT TWE PARCEL NO. 15716 F�+-1 N U PROPOSED SIGNING & STRIPING IMPROVEMENTS PER CHURCH STREET CFD 2001-1 B R81 SIG FUTURE STREET (PUBLIC) 60' 30, 30� 12' 18' 18' 12' VRAC 7 NO. 16370 � � j PROPOSED SIGNING & STRiPiNG PER SEPARATE PLAN ` 4 R81 SIGN I PROPOSED CURB & GUTTER PROPOSED R/W R1 SIGN { PROPOSED SIDEWALK t .._. A,"t 60 120' SPACING cki, 120' SPACING4 - 1 �." " - _ -LO _ . N"' 270' STROAGE SPACE65 4 84 120' SPACING �� 68 6 6 � ��3 8 80' BAY TAPER 1430 w 10, PROPOSED CROSSWALK STRIPIN 64 69-- - °° ER TRAFFIC SI AL PLAN .. EXISTING PARCEL BOUNDARY 66 Z - - - - - - _ _ PROPOSED ELEVATED MEDIAN FULL 61 N PER PARCEL MAP N0. 15641 61 ro _ �. _ ._ _ _ . _ - 1 8 PROPOSED BIKE LANE _ _ ._ ,r-- . - 1 La LWn O4r __ ;� __ _ __ _ PROPOSED SIDEWALK 6 68 �� 4 61 1�, 6 ----------- U N PROPOSED SIGNING & STRIPING IMPROVEMENTS PER ARBOR LANE CFD 2003-1A CONSTRUCTION NOTES SIGNING & STRIPING IMPROVEMENTS „' 52' 59' 13' , 3 ' 20' 5', 15' 12' 10' 12' 15' 5' I 1 1 1 s• o l I I 7 I , 52' S9' 13' 3 , ' ' I 20' 5' 15' 112' 10' 12' I 15' 15' LQ PROPOSED R PROPOSED CURB & GUTTER R1 SIGN .1 j Y _ - TENTATWE TRACT NO. 15'Y':/"74 1. 33' 33' . 11' 22' 22' 11' I FUTURE STREET (PUBLIC) ARBOR LANE (PUBLIC) 7R"ACV NO. 1636�J 7 0 0 16370 � - WSTIN PARCEL BOUNDARY U �.4_ `�. PER PARCEL MAP NO. 15641 M..� ULTIMATE R/W PROPOSED SIDEWALK 4 PROPOSED CURB & GUTTER`' ULTIMATE a 66 6 N . .. a _..-_... { PROPOSED BIKE LANE . + PROPOSED ELEVATED MEDIAN O° 9 N N � N EXiS11NG PARCEL BOUNDARY O 6 PER PARCEL MAP NO. 1564161 8 60 4 PROPOSED SIDEWALK �"`� z ZI-1 PROPOSED R/W 0 VRAC T NO. 16370 60 STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A 61 INSTALL R10 (RT) (ONE WAY) SIGN PER CALTRANS STD. o-STENCIL "BIKE' "LANE' PER CALTRANS STD. DWG. NO. A24D WITH 10' SPACING 64 STENCIL TYEP VII LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A 65 INSTALL R18-1 SIGN PER CALTRANS STD. 66 INSTALL TYPE ' FP MARKERS PER CALTRANS STD. DWG. NO. A20B INSTALL 6" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 �- INSTALL 6' SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 69 INSTALL T SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 71 INSTALL STREET NAME SIGN AND POST PER CITY STD. DWG. NO. 401A & 401B o- INSTALL TYPE "N-e MARKER PER CALTRANS STD. DWG. NO. 130 INSTALL R26(S) SIGN PER CITY STD. DWG. NO. 401 A & 401 B INSTALL R81 SIGN PER CALTRANS STD. INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. NO. 134 INSTALL W41 SIGN PER CALTRANS STD. (61--INSTALL R11 SIGN FACING SOUTH PER CALTRANS STD. 86 INSTALL LANE LINE EXTENSION PER STD. DWG. A20C INSTALL R8 SIGN PER CALTRANS STD. PROPOSED CURB & GUTTER 35 , PARK ENTRANCE NJ 5 ARBOR LANE (PUBLIC) LEGEND FULL SO FULL SIGNALIZED INTERSECTION �-- PROPOSED STREET LIGHT Ak PROPOSED FIRE HYDRANT u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�OFESS/ON9 C. No. 20596 �" m Exp. 9-30-05 9TF OF CALIF CITY OF RANCHO CUCAMONGA BENCHMARK NUMBER 10051 ELEVATION : 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH OF CURB RETURN. DESCRIPTION OF REVISION DATE an APPROVED: CITY OF RANCHO CUCAMONGA SIGMNG 8 STRIPMG MPROVEMENTS FOR ARBOR LANE COWA1MTY FACLITES DISTRICT 2001-018 STA. 10+00.00 TO STA. 21+66.15 APPROVED BY CITY ENGINEER DESIGN B.J.B. DRAWN B.J.B. CHECKED S.C.M. �YlL��1 DATE: ZL RCE Nd 24953 RECOMMENDED MtrfsE � 5.6111A» i*03 Sri1. 250 J D O R I C M Irvine, CA 9M11 ' %ke-949251-Ml SHEET f t M Y l i X FAX: 969-251-0516 VLA ERS ENGINEERS SURVEYORS OF / E NO 20596 DRAWING NO. DATE /U U FILE NO PRWKT SFET NO. OF I:\29011\IMPLANS\ARBOR\SIP06.DWG 4/10/03 o d � EXISTING CURB EXISTING PARCEL do GUTTER BOUNDARY do R/W EXISTING R26(S) SIGN ---, Lo EXISTING STRIPING PER CFD 2001-01A zo 0 o� SOUTHERN CALIFORNIA EDISON CORRIDORin W DAY CREEK BOULEVARD �,AR.,MVAR. 14' 11' 11' 11' 11' 110' 13' 1 V 16' 1 EXISTING CURB - & GUTTER EXISTING R18-1 SIGN -----Z 40 ram/ EXISTING . STRIPING TRAFFIC TYPE "K" MARKER 10, PER CFD 2001-01 A —� 15 I wo ` b 74 ----- ¢-- +---�---- r CFD 1 A 44 100' PLAN 10, 40 50 �-• 48 77 76 __---+- -- r 225' STORAGE SPACE m 42 — — — — — — - a' I >1 i 43 �j w EXISTING PARCEL U) ' 44 BOUNDARY i 41 4 100 EXISTING PARCEL �� W BOUNDARY EXISTING R18-1 SIGN �\ 4 51 CURB do GUTTER I 1 -5' 11' 1 V 12' 4' 10 i 11' 1 V 11' 11' 16' CONSTRUCTION NOTES & ESTIMATED QUANTITIES # SIGNING & STRIPING IMPROVEMENTS UNIT 40. STENCIL TYPE IV LEFTIRIGHT ARROW PER CALTRANS STD. DWG. NO. A24A EA 41. STENCIL "BIKE" "LANE" PER CALTRANS STD. DWG. NO. A24D WITH 10' SPACING EA 42, INSTALL DOUBLE YELLOW MEDIAN PER CALTRANS STD. DET. 29, DWG. NO. A20B LF 43. INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 LF 44. INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 LF 45, INSTALL 6" SKIP WHITE BIKE LANE LINE PER CITY STD. DWG. NO. 133 LF 46. INSTALL 6" SOLID WHITE BIKE LANE LINE PER CITY STD. DWG. NO. 133 LF 47. INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 EA 48. INSTALL TYPE "K" MARKER PER CITY STD. DWG. NO. 130 EA 49. INSTALL R26(S) SIGN PER CALTRANS STD. EA 50. INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 LF 51. INSTALL R81 SIGN PER CALTRANS STD. EA 53. REMOVE AND RELOCATE EXISTING SIGN AND POST (SEE PLAN FOR TYPE) EA 54. INSTALL TYPE "H" MARKER PER CITY STD. DWG. NO. 130 EA 61, REMOVE EXISTING SIGN (SEE PLAN FOR TYPE) EA 62. INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. DWG. NO. 134 EA 63. INSTALL 8" SKIP WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 LF 65. INSTALL R10 SIGN PER CALTRANS STD. EA 66. INSTALL R1 SIGN PER CALTRANS STD. EA 67. STENCIL "STOP" AND STOP BAR PER CITY STD. EA N Co Q0 EXISTING EDGE EXISTING OF PAVEMENT DRIVEWAY CFD 2001-01A EXISTING STRIPING PER 2001-01A 67 _ � � 7T 71 -+-------------------------+----------—+--------------==----------+--- r�-- ELEVATED MEDIAN PER CFD 2001-01A EXISTING STRIPING PER CFD 2001-01 A �� 46 � 46 _ -- -� -- 45-- ---- ---- _ '*`� EXISTING R26(S) SIGN EXISTING R/W EXISTING R26(S) SIGN 1 EXISTING R26(S) SIGN 00 f. k A r;T,A • A EXISTING R/W PARCEL MAP NO. 1 EXISTING R26(S) do R18-1 SIGN TRACT NO. 15875-1 VICTORIA SELF STORAGE TRACT NO. 15766 EXISTING TRACT XSSTTNG DRIVEWAY EXISTING R26(S) SIGN 10 ;n cf) dw 73 -- Co w ' w R EXISTING CURB EXISTING R26(S) SIGN k GUTTER DURNESS PLACE EXISTING R1 SIGN 12' 18' I 18' 12' BOUNDARY do R/W EXISTING 5' EXISTING TRACT R18-1 SIGN MEANDERING S/W BOUNDARY do R/W 61 R18-1 SIGN I ' EXISTING R26 EXISTING R26(S) do R26 S SIGN � 46 45 I O SIGN � R 18 1 SIGN .,-EXISTING ( ) 44 - - - - - - - - 100, zo - - - - - - - - EXISTING R26(S) SIGN _ _ 45 _ - — — — — — 44 100, EXISTING ELEVATED MEDIAN 61 R18-1 SIGN — 4 EXISTING R10 SIGN I 100' � z - EXISTING R10 SIGN _ _ gs- 120' BAY TAPER — --- _ " ---- �w 50 ____—_-_----� ----- _ 40 79 _� - -_--- — -+- — 61 "G" MARKER — — — 54 w 78 _ ----+- 61 -G" MARKER--,,,.,— — — — — — — — �— — PROPOSED ELEVATED MEDIAN— — 43 — 49 49 N 49 46 N 54 _ — b ' { PROPOSED CURB do GUTTER PARCEL MAP NO. 15641 BASE LINE ROAD CONSTRUCTION NOTES 40 STENCIL TYPE IV LEFTIRIGHT ARROW PER CALTRANS STD. DWG. NO. A24A 41 STENCIL "BIKE" "LANE" PER CALTRANS STD. DWG. NO. A24D WITH 10, SPACING ® INSTALL DOUBLE YELLOW MEDIAN PER CALTRANS STD. DET. 29, DWG. NO. A20B 43 INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 44 INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 45 INSTALL 6" SKIP WHITE BIKE LANE LINE PER CITY STD. DWG. NO. 133 46 INSTALL 6' SOLID WHITE BIKE LANE LINE PER CITY STD. DWG. NO. 133 ® INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 48 INSTALL TYPE "K" MARKER PER CITY STD. DWG. NO. 130 49 INSTALL R26(S) SIGN PER CALTRANS STD. ©0 INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 51 INSTALL R81 SIGN PER CALTRANS STD. 5© REMOVE AND RELOCATE EXISTING SIGN AND POST (SEE PLAN FOR TYPE) ® INSTALL TYPE "H" MARKER PER CITY STD. DWG. NO. 130 61 REMOVE EXISTING SIGN (SEE PLAN FOR TYPE) 62 INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. DWG. NO.134 63 INSTALL 8" SKIP WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 EXISTING PARCEL BOUNDARY do R/W 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. REMOVED BY WET SANDBLASTING. D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. PROPOSED 5' MEANDERING S/W `JV INE(? Y PROPOSED CURB & GUTTER GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 ML THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST. UNLESS OTHERWISE NOTED. H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. FOLLOWING PROVISIONS: I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES. IN ACCORDANCE WITH CITY AND STATE STANDARDS. K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD. DWG. NO.401-B. i -, I:\29011\IMPLANS\BASELINE\SIP-06.dwg 3/27/03 PROJECT SHEET NO. _��OFF' 4 SAN CARMELA COURT 6' 11' 22' 22' 11' TRACT NO. 15766 EXISTING STREET LIGHTS R1 SIGN TO BE REMOVED PER PLAN NO. 7126 EXISTING 5' R EXISTING CUB MEANDERING S/W EXEXISTING PARCEL 1 61 EXISTING R26(S) SIGN & GUTTER BOUNDARY & R/W I 3 EXISTING R26(S) SIGN I f 53 R26(S) SIGN %4/ ST. LIGHT TO BE RELOCATED R18-1 SIGN r 100' 45 46 — EXISTING R26(S) SIGN — 46 — — - , ��� 1 45 E ISTINCURB GUTTER 100' o _� 46 ;, �� EXISTING STRIPING 4! 41 �* I - - _ EXISTING R26(S) SIGN 44 100' - - d z 100 44 EXISTING ELEVATED MEDIAN CURB" 40 FUT RE - _ ^, ..� 87 - - FI LL FROM �o ^ 100' 43 EXISTING R26(S) SIGN _ _ 43 wF------ - _ +------------ -- - -- -- -- - --a 89 _ 1� 62 .�`145' STORAGE SPACE -- --- ---+--_100' EXISTING w 54 90' BAY TAPER 5Q N - - fps: o _ ESIING STRIPING 51 DRIVEWAY Lu zw ^ ---------- 0 100' S3 R10 SIGN - -` PROPOSED ELEVATED MEDIAN CURB 43 44 O I 91 ` 46 EXISTING PARCEL ' 100 EXISTING K" MARKER '� �--�_ ,, �� BOUNDARY & R/W 46 N 45 60 BAY TAPER �, t m = r - - - - _ _ _ _ - - 100, - - - - - - - 50 80 STORAGE SPACE 1 _ 4 "' - 9? \ 41 EXISTING 5' 7• ;-� ;�, ---�. TO I �~ 41 0 _ TO �'`��, \ MEANDERING S/W 40 �_ �� ao` L \ \ EXISTING R26(S) SIGN 49 PROPOSED 5 40 - EXISTING PARCEL t an, BOUNDARY & R/W MEANDERING S/W O EXISTING PARCEL ��\�� ` ME�InANNG ELEVATED �� PARCEL MAP NO. 1190 38 53 R18-1 SIGN PROPOSED � PROPOSED CURB & GUTTER TO S/W EASEMENT BOUNDARY & R/W WINERY � SEE DRIVEWAY DETAIL SHT. NO. 2 I A.P.N. 227-111-27 i EXISTING R18-1 SIGN 9 1 �• +/ 2 Co h _ ^ / O N 46 100. " 44 PROPOSED R/W 45 EXISTING STRIPING PROPOSED LANE LINE EXTENSION PER CFD 1 B SIGNING & STRIPING IMPROVEMENT PLAN L TOLL FREE 00-422-4133 UST M DAYS Mr ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VICTI 15' +jI ;IA PARK LANE I I i 12' I I 1 2' 11' 5' I ' I o� 1 'rMARKER ROPOSED CRZFFIC WALK STRIPING PER SIGNAL PLAN 98 FULL 1 , EXISTING s STRIPING , - - I ,. 5 'rMARKER 61 W74 SIGN - I "K" AR ER 16' 113' 10' 13' 11' 16' I NOTES 03 TYPE 15 POLE PER PLAN NO. 7126 ® TYPE 29-5-80 SIGNAL POLE PER PLAN NO 7126 EXISTING PARCEL BOUNDARY & R/W A.P.N. 227-111-33 EXISTING CURB EXISTING & GUTTER EXISTING S/W DRIVEWAY BASE LINE ROAD A.P.N. 227-111-01 EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING PARCEL � BOUNDARY & R/W EXISTING R26(S) SIGN 4 \ 48 6 \ \ 1 PROPOSED 5' MEANDERING S/W PROPOSED CURB & GUTTER PROPOSED R/W In\`�� / ►� \ EXISTING STRIPING 49 46 \ / Co 49� Z I O C�I W PA�� MAP z NO. 13502 a 3:, J a EXISTING CURB 3 &GUTTER 44 -,—EXISTING R26(S) SIGN � ' I 40 110' SPACI 100 ___�- EXISTING R26(S) SIGN 4 ^ O �^ ----- — --— �K"MARKZEI_ 50 N ® 110' SPACING '� ' — — o "' 0 `� EXISTING STRIPING EXISTING ELEVATED MEDIAN 100 I 0 101 r 40 110' SPACIN002 103 0 104 T05 N-----� - - ----- }--- - -�--- -�-- --�-�-------1 Q EXISTING STRIPING EXISTING STRIPING R10 SIGN 65 41 EXISTING CURB 46 4 49 g — — — — — — -G-ki = — — & GUTTER EXISTING 5' MEANDERING S/W 46 46 — 49 FROM EXISTING R26(S) SIGN PROPOSED CURB R81 SIGN EXISTING R/W 53 o R18-1 SIGN ROPOSED R/W 61 R18-1 SIGN & GUTTER RELOCATE TO CORNER q - / A.P.I . 227-171-19 TO EXISTING PARCEL o o ` ) PAf�C�Cd MAP �0. 1�6�1 BOUNDARY PER TRACT NO. 1�9�� PROPOSED SIGNING & PARCEL MAP N0. STRIPING PER VICTORIA PARK LANE 15641 IMPROVEMENT PLAN CFD 2001-01B BASE LINE ROAD CONSTRUCTION NOTES ® STENCIL TYPE IV LEFT/RIGHT ARRROW PER CALTRANS STD. DWG. NO. A24A 41 STENCIL "BIKE" "LANE" PER CALTRANS STD. DWG. NO. A24D WITH 3 m (10') SPACING ® INSTALL DOUBLE YELLOW MEDIAN PER CALTRANS STD. DET. 29, DWG. NO. A20B 43 INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 ® INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 45 INSTALL 6" SKIP WHITE BIKE LANE LINE PER CITY STD. DWG. NO. 133 46 INSTALL 6" SOLID WHITE BIKE LANE LINE PER CITY STD. DWG. NO. 133 ® INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 48 INSTALL TYPE "K" MARKER PER CITY STD. DWG. NO.130 49 INSTALL R26(S) SIGN PER CALTRANS STD. 50 INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 51 INSTALL R81 SIGN PER CALTRANS STD. 53 REMOVE AND RELOCATE EXISTING SIGN AND POST (SEE PLAN FOR TYPE) 54 INSTALL TYPE "H" MARKER PER CITY STD. DWG. NO.130 61 REMOVE EXISTING SIGN (SEE PLAN FOR TYPE) © INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. DWG. NO. 134 65 INSTALL R10 SIGN PER CALTRANS STD. STA. 66+04.00 TO STA.102+85.28 COMMUNITY FACILITIES DISTRICT 2001-01 B APPROVED BY DATE: = ' r GRAPHIC SCALE CITY ENGINEER RICE NO 24953 40 0 20 40 80 160 60 CITY OF RANCHO CUCAMONGA DESIGN i , e.5F 17t0R.,„nA�� RECOMMENDED LAN- B.J.B. .orIcwk.�uv26u Vf\� BENCHMARK NO. 10051, ELEV.: 1300.686 ( IN FEET) SET 2" BRASS DISK IN CONC. CURB DRAWN � Il > 1. v.;n 949251-U21 STAMPED "CITY OF RANCHO CUCAMONGA BM SCRUM: W: %9251-0516 SHEET linch = 40 ft. 10051 1987" AT THE NORTHWEST CORNER OF n N B.J.B. P►A ENRS ENGINEERS SURVEYORS 7 OF BASE LINE ROAD AND SWANSON PLACE 0.25 V MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO APPROVED: OF CURB RETURN. DATE —1, —G3 FILE NO OFF I:\29011\IMPLANS\BASELINE\SIP-07.dwg 3117103 PROJECT SHEET NO. (f4 OF4 �9Lj FIVE SECTION SIGNAL HEAD INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE THREE SECTION SIGNAL HEAD TERMINAL COMPARTMENT FIVE SECTION SIGNAL HEAD M,0VN..T_IN,G___DE,TAI - L NOTE: ALL SECTIONS 12" NOTE: ALL SECTIONS 12" NOTE: ALL SECTIONS 12" 0 0 0 0 0 NOTE: ALL SECTIONS 12" MAS-5A DETAIL 99A99 DETAIL 91B99 DETAIL 99C19 R,Y,G = 02, 04, 06 or 08 YA,GA = 01, 03, 05 or 07 SIGNAL DISPLAYS SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETEC 1 1/2" TO 3/4" REDUCCER * : IF X = 10' USE THESE DIMENSIONS ** : IF X = 11' USE THIS DIMENSION WITH OTHER X DIMENSIONS CL DOUBLE YELLOW STRIPE OR MEDIAN CURB FACE X* REFER TO PLAN FOR REMAINING LOOPS LEFT TURN LANE - — 8" WHITE TURNING LANE LINE X O w x CROSSWALK STRIPE E.C.R OR > LIMIT LINE w 2'* O 3'** !�B" -„B" 59* eG O O POLE LOCATION CODE .......... 10' e (EXACT LOCATION BY ENGINEER IN THE FIELD) INSIDE THRU LANE I X-6'2 —4" LANE LINE OR 6" TURNING LANE LINE- 3' 10, OUTSIDE THRU LANE I- 5' ALL DIMENSIONS TO CL OF STRIPE LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS I.I.S.N.S. LEGEND DETAIL REMOVABLE STEEL CAP 019w"y Ls 1AJV MINAMM 8'-0" q ARM LENGTH 60" 24" SIGN TAB" 48" DETAIL - - - - - - + 0 PELCO AB-0155-L OR AB-0132-L • RD 1 COUPLING AT 12L 50 0 BOTTOM FOR L�j SIGN WIRING �� ARM NIPPLE 6c r- 6 - " -I 6" BY OTHERS) 8'-0" NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE do SIGN BY OTHERS MAST ARM MOUNTING CLAMP FOR EVP OPTICAL DETECTOR EXIST. C do G d D 0 MUM z O Ey U W EXIST. C & G "R" 3 2" PAD 4„ CAB. D D C D D C D D VARIES a D O 10" • SECTION ARM TUBE SIZE LENGTH END O.D. x BASE O.D. x THK. 8'-0" 2 3/8" x 3 1 /2" x 11 GA. BACK CLAMP /4 BOLTS �,STM A-307) SIGNAL POLE DIAMETER AT 24' ABOVE FINISHED GRADE 4� R CLAMP 1 1 /2" DIA. DEBURRED SIGNAL POLE HOLE IN CLAMP 6 DIA. HOLE IN 3" CLAMP SUPPLIED S WITH A TYPE F" 3" -16UNC BLUNT _ + POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) NOTCH OR DRILLJ 1 " DIA. HOLE FOR DRAINAGEL W/GROMMET Ot IN POLE (FIELD DRILLED) CLAMP DETAIL GENERAL NOTES MATERIAL SPECIFICATIONS SHAFTSteel of 48,000 psi minimum yield after fabrication BASE PLATES ASTM A-35 Steel ASTM A-36 Steel FLANGES PIPE JASTM A— -- rade B Steel MATERIAL SPECIFICATIONS BUTT WELDS Ground flush with base metal LONGITUDINAL All welds sholl conform to AWS D1.1 weld WELDS specification INI H C A ING STRUCTURE Hot dip galvanized per ASTM A-123 HARDWARE Hot dip galvanized per ASTM A-153 DESIGN CRITERIA STRUCTURE do In accordance with the Specification for Structural HARDWARE Supports of Hi9hwoyy Signs, Luminores and Traffic Signals. AASHTO 1994 WELDINGIn accordance with the 'Specification for Structural Supports of Highway Signs, Luminores and Traffic Signals. AASHTO 1994 4i ARM 3" RAID. (HOLD) AS REQ'D. 4 RAID.9.4" 2 R--{ I DIA 16 DRILL SIGN TAB DETAIL HORIZONTAL I.I.S.N.S. MAST RM N KEN" AVE HIGHLAND II SI-VE"RRr SfREEr .rj.4;j VICTORIA AK LANE SASE UK ----- -----------•---- FOOTHU , awiw -------- es , ------ m AVE -1 WUDLER CT �arwn "" A� -- �% AVENUE sym jV 777-71 T� BB/INAf1tl1NG TRAFFIC SIGNAL LOCATION / LOCATION MAP NOT TO SCALE�� GENERAL NOTES i. Traffic signal and highway safety ligghting systems per CALTRANS Standard Plans and Standard Specifications dated July 1982, an shown on the plans and in the Special Provisions. 2. Traffic s gns, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic Manual, maintenance Manual, and Standard Specifications. Conform pavement legends to city stencils. Reflectorize all signs, stripes and legends. 3. Pavement markers and painting procedures for striping per Standard Specifications for Public Yorks Construction, latest edition. 4. Locate all substructures prior to construction. Hand dig foundation@ until clear of obstructions. Coordinate pole installations with overhead utility or substructrure owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from a search of available records. The Contractor shall conduct his operation in such a manner as to protect not only the utilities and substructures shown, but other utilities or substructures that are not shown on these plans. 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final placement. Perform preliminary striping layout prior to loop detector layout. 6. Vehicle indications shall be 12", pullboxe@ No. 5 and conduit 2" rigid metal except as shown. 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 50 amp metered), illuminated signs (one 15 amp metered), and safety lighting (one 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and scheduling well in advance of need. 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be the Contractor's responsibility to provide the correct conductors required for the intended operation. UTILITY COMPANY TEL. NO. ELECTRICITY- SOUTHERN CAU70RNIA EDISON COMPANY (909) 947-8269 GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 PHONE - VERISON CORPORATION (909) 608-1230 - PACIFIC TELEPHONE COMPANY (800) 227-2600 WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 UNDERGROUND SERVICE ALERT (800) 227-2600 INDEX OF SHEETS i OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS 2 OF 2 TRAFFIC SIGNAL PLAN Base Line Rd. and Victoria Park Ln. NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. FILE: COMMUNITY FACILITIES DISTRICT 01-01B NO. DESCRIPTION OF REVISION DATE CITY C CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL ELECTRICAL DETAILS BASE LINE ROAD AND VICTORIA PARK LANE QRpFESSIC�,�APPROVED BY: / DATE:�h_%�% else, CITY ENGINEER / C�i%1 � 1�'l �,��/ R.C.E. 24953 3�� DESIGN LAWRENCE S. EISENHART RECOMMENDED J No. 13493 L.S.E. CONSULTING ENGINEER `,� Exp. 3-31-05 * DRAWN 2070 Locust Court SHFET San Bernardino, California 92404 J}� CfVt��P L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 oI► CAi �i CHECKED DRAWING NO. -7 I�1rRSNCE RT AR.C.E. ism 4DA' � / / II•ij 1U/ U3 YILV NO. 1 -0 3a � f i CONSTRUCTION NOTES Furnish and installsin le input EVP Optical Detector on signal mast the arm per detail on SHE i OF 2. Phases shall be as shown on plan. 2 — Remove and salvage existing poles as shown on the plan. Remove and discard existing foundations and anchor bolts. Backfill holes with compacted Class H Aggregate Base. Install new poles and equipment on new foundations and anchor bolts as shown on the POLE AND EQUIPMENT SCHEDULE. 3 — Remove and dispose of all existing conductors and detector lead-in cables. Install all new signal cables, conductors and detector lead-in cables as shown on the CONDUCTOR SCHEDULE. 4 — Abandon existing 01, 02 and front 06 loop detectors. Install new loop detectors as shown on the plan. 1 1/2" C. 1 De CONDUCTOR SCHEDULE A.W.G. SIZE PHASE POLE OR RUNS O CABIERSIZE N0• CIRCUIT Q 20 s0 0 �s`; �e`; + POLE lD C 8 0 12 7 POLE O2 1 1 1 1 2 1 1 1 1 4,7 POLE D C 0 z 1 1 1 1 1 C 1'2 POLE O4 i i i i i i T+ D 4 0 POLE 5O i 1 1 R C S 4 i 1 1 3 POLE 8O 1 i 1 T 8 i i i 5 POLE 7O 1 1 R 6 1 1 S 5'8 POLE 80 1 1 8 1 1 TOTAL CABLES 12C/5C i 2 2 3 3 4 4 �/2 8 8i 8 12 I.I.S.N.S. - 2 2 2 2 2 - 10 LUMINAIRES - 2 2 2 2 2 1 01 DETECTOR 2 2 02 DETECTOR 3 3 3 3 3 3 03 DETECTOR 1 1 1 1 TYPE 04 DETECTOR 2 2 2 C 05 DETECTOR 2 2 2 2 2 2 D.L.C. 08 DETECTOR 3 3 07 DETECTOR 1 1 1 08 DETECTOR 3 3 3 3 TOTAL D.L.C. 5 5 9 9 3 17 17 EVP CABLE - 1 1 2 1 4 4 CONDUIT SIZE (IN.) (N) (N) (N) (N) (E) (E) (E) 3 9 3 j 3 j 1 2 2-3 2-3 M SCALE 1"=20' 10 0 5 10 20 40 C -� . 1 Dzc DETECTOR SENSOR TABLE SENSOR DETECTOR LOOP PER SENSOR CONTROUZR INPUT NO. CHANNEL 1 1-E-01 4 1 1 2 1-1/-05 4 5 1 2-E-01 3 9 z 2 2-E-08 4 14 1 1-E-08 3 8 3 2 1-W-02 3 2 1 2-W-05 4 13 4 2 2-W-02 4 10 1 3-E-08 2 14 5 2 3-11-02 2 10 i i-S-03 1 3 e 2 1-N-07 4 7 1 3-S-08 2 11 7 2 2-S-08 4 16 1 1-S-08 2 8 8 2 1-N-04 2 4 1 - - 15 9 2 2 -N-04 4 12 1 EVP 01 do 08 EVP 3 10 2 EVP 02 do 05 EVP 4 1 EVP 03 do 08 EVP 5 11 2 EVP 04 & 07 EVP 8 POLE AND EQUIPMENT SCHEDULE POLE No. SIGNAL STANDARD PLACEMENT DIMENSIONS SIGNAL MOUNTING PED PUSH BUTTONS HPS I.I.S.N.S. LEGEND DESCRIPTION SIGNAL MAST ARM LUMINAIRE MAST ARM .C" "B" "E" POLE VEHICLE MAST ARM VEHICLE POLE PEDESTRIAN0 ARROW LUMINAIRE 1 29-5-80(N) 55'(N) 15'(N) 2.5' - 7.5' SV-1-T(N) 3-MAS(N) P-1-CS(N 8 �— 20OW(N) Lane Victoria Parr V7W (N 2 1-A(N) - - 2.5' 7.5' - TV-1-T(N) - P-1-CS(N 2- 3 19-4-80(N) 25'(N) 15'(N) 2.5' - 0 SV-1-T(N) 2-MAS(N) P-1-CS(N 2 �_ 20OW(N) Base Line 1W00 (x 4 1-A(N) - - 2.5'tEX. - TV-2-T(N) - P-1-CS(N 4 _� - - 5 29-5-80(E) 50'(E) 15'(E) EX. EX. SV-1-T(E) 3-MAS(E) SP-1-CS(E) 4 �_ 2001I(E) Victoria Park 00 (s 6 I-A(E) - - EX. - TV-1-T(E) - SP-1-CS(E) 6 —� - - 7 28-4-80(E) 35'(N) 15'(E) EX. EX. SV-1-T(N) 2-MAS(N) SP-1-CS(E) 6 �— 20OW(E) Base Unead(E1-A(E) - - EX.. - TV-2-T(E) - SP-1-CS(E) 8 —� - - (E) = EXISTING (N) = NEW EXISTING SERVICE EQUIPMENT CABINET EXISTING 2"C, 3#8 (GFCI do SIGNAL) EXISTING 2"C, 2#10 (LIGHTING) do 2#12 (IISNS) EXISTNG CONTROLLER EX. 2" C. 5 DLC INSTALL W41 -SIGN (36"x36" ON METAL POP PAINT "SIGNAL AHEAD" MARKINGS Q• 1 1/2" C, 1 DLC PHASE DIAGRAM 01 02 03 04 Q 05 1 08 11 07 1 08 Kt. 1 1/2" C. 1 DLC T— P\ Q _________________yT —T*_ _____________ I I 1 n _________________yT__T�______________ TI .� 285' TO BACK --- OF CROSSWALK 1 1 p - S -- --- 5-4 r ---------- S -- ------------=------------ W -- W--------------- W --------------- W --- RIW NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. COMMUNITY FACILITIES DISTRICT 01- 01 B (E) = EXISTING (N) = NEW n9 / i n /n'l V r1 F, Nn I _n1lo -2 145' Transition 1 3 10 125 FUTURE CURB 17 210' I W1 14 12 ti I ,n --- - -- -- -- - -- Etfwanda Q 60 GAP ti `" JOIN EXISTING oLd N b 0 Ld i R7/TYPE N 102 104 105 N 106 107 - - - 10B 04 _ 00 13 4 1 TYPE Vf 8 North 1" = 40' 105' 1161105' 105 r�J 205' Transition N TYP R2(45) -1 R1 /R18-2114 mfluskyX MATCH LINE A —A �-- _ 2 10 s T, a 1 '- _ 15 TYPE 8 7 7 12 58 12 69iu - 1 12 7 TYPE I 8 u7 R61 14 8 15 /W56(SPLCIAL E I TYPE V 8 185' 5 6 105' use GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS OR AS OTHERWISE DIRECTED BY THE CITY. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE INSTRUCTED BY THE CITY. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR WITH IMMEDIATE CLEAN UP OF RESIDUES. 4. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING IMPROVEMENTS ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THIS PLAN, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. CONTRACTOR SHALL CAT TRACK AND NOTIFY THE CITY FOR APPROVAL OF THE PROPOSED LOCATIONS OF ALL IMPROVEMENTS INCLUDING STRIPING AND MARKINGS SHOWN. STRIPING NOTES ❑1 REMOVE ALL CONFLICTING STRIPES, MARKINGS AND MARKERS. 2❑ PAINT 4" WIDE WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 3❑ PAINT DOUBLE YELLOW MEDIAN ISLANDS PER CALTRANS STANDARD PLAN A206, DETAIL 29. l INSTALL 8" WIDE WHITE THERMOPLASTIC DIAGUNAL AT 45' AS SHOWN. ❑5 INSTALL 8" WIDE WHITE THERMOPLASTIC LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 37B. © INSTALL 8" WIDE WHITE THERMOPLASTIC CHANNELIZING LINE PER CALTRANS STANDARD PLAN A201), DETAIL 38. E7 INSTALL 12" WIDE WHITE THERMOPLASTIC CROSSWALK PER CALTRANS STANDARD PLANS, A24E. is INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. 90 INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. 10 PAINT BIKE LANE LINE PER CALTRANS STANDARD PLAN A201), DETAIL 39. 11 PAINT BIKE LANE DROP LINE PER CALTRANS STANDARD PLAN A201), DETAIL 39A. 12 RS EXISTING ROADSIDE SIGN AND POST COMPLETE. 13 RL EXISTING ROADSIDE SIGN AND POST AS SHOWN. 14 INSTALL NEW ROADSIDE SIGN AND POST AS SHOWN. 15 INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. 16 PAINT 4" WIDE SOLID WHITE LANE LINE AS SHOWN. 17 PAINT 4" WIDE SOLID YELLOW CENTERLINE AS SHOWN. JOIN EXIST. Avenue _ L 9 360' Transition 1 r i FU RE CURB 15 VW1715 ` 15 8 la E IV 6 105' 60' GAP To '77 JOIN EXIST. N — _ _ - ---- -- -- 75 "- 7" 72 7 - JTYR�TT— Street N 16 8 TYPE VI 80 8 TYPE 3 1 415' Transition �1� Sly I 8 TYPE VI lu I R1 205' Transition 7-+ - - ......... o m - jR2 45 JOIN EXIST. JOIN EXIST. 95 Etiwanda N 96 CN (V 15 JOIN EXIST. W17 14 150' 10 145' Transition REMOVE a LEGEND EXISTING a PROPOSED 1 a a TYPE IV (L or R) PAVEMENT ARROW SIGN (EXISTING TO REMAIN UNLESS NOTED) TRAFFIC STRIPE OR MARKING PAVEMENT LEGEND 245' 10 85' 3 8 TYPE VI - 4 - T3 LO -lam- - - - 98 - - -R77 60' GAP TYPE 1 No.294n3 I 1 1 No.1139 r Exp. 03/31;'0� �� 1 \ Exp. 09/30/04 zu s. Li.! o J _ Avenue _ N � , d 50' PREPARED UNDER THE SUPERVISION OF /eo- X1 3a3 ROCK E. MILLER - R.C.E. 29493 REVISION I APPR. I DATE CITY OF RANCHO CUCAMONGA APPROVED BY CITY ENGINEER DESIGN dpa DRAWN klv CHECKED mak INTERIM STRIPING PLAN ETIWANDA AVENUE AND CHURCH STREET DATE - . - R.C.E. N0. PLANS PREPARED BY RECOMMENDED JAG— '!Katz, Okitsu & Associates TraSHET I ffic Lngis> M and !%nspogd,0R Planners SHEET E OF—+- 685 E. CARNEGIE DRIVE, SUITE 125 SAN BERNARDINO, CA 92408 DRAWING NO. Tel: 909.890.9693 Fax: 909.890.9694 I -7 www. katzok itsu. com -1 HE E7- 70 6 r 9'4