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HomeMy WebLinkAbout1866-S 3GENERAL NOTES GENERAL NOTES (CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS AT HAVEN AVENUE AND CIVIC CENTER 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE CASE 1 DRIVE SHALL BE PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. ° "R" CABJULY, 1992, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. TRAFFIC SIGNAL . SECTION OF DOUBLE YELLOW LINE AND HIGHWAY SAFETY LIGHTING SYSTEMS AT HAVEN AVENUE AND FOOTHILL BOULEVARD SHALL BE 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1999, - - � "' � OR MEDIAN CURB FACE EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. 8. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL "R" CAB. SI ° _ LEFT TURN LANE N 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECI- BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FICATIONS. TRAFFIC MANUAL, MAINTENANCE MANUAL. AND STANDARD SPECIFICATIONS. CONFORM SIDEWALK - - 30' 15' 10' FOR THE INTENDED OPERATION. b PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. PLAN SECTION * 0 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC UTILITY COMPANIES PHONE NUMBERS 8-WHITE TURNING LANE LINE WORKS CONSTRUCTION. 2000 EDITION. SOUTHERN CALIFORNIA EDISON CO. 540 THRU LANE �,� Q 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL SOUTHERN CTCURCALIFORNIA HGOR CO. (800) 2207-2600 2' J CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR J SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY VERIZON Q COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- (CONTACT STEVE HOCK) (909) 469-6327 • 10 C14 STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE (WATER AND SEWER) CASE 2 "R" _ UNDERGROUND SERVICE ALERT 800 227-2600 SECTION CAB N UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ( ) 4" LANE LINE M ARE NOT SHOWN ON THESE PLANS. - 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR ' THRU LANE -`D w TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR SI>� Z R CAB. LAYOUT. _- - SIDEWALK { 10' PLAN SECTION J 8" U C- 6 " LC 4 LANE LINE OR 8 ;,, Q o CURB TURNING LANE LINE 3 w EXIST. C & G o -I THRU OR RIGHT 10' of E.C.R. N 2 TURN LANE 1 " BLVD- " 3 CASE 3R" N - 2» "R" CAB. SECTION CAB 5' w T 6� " SIDEWALK "' 1 ' � 00 Q �- » —� TOP OF CURB FACE > thill 4 qW9 "B" -11050a VAIN---�I rA O O RIO -V 2" PLAN SECTION U C6 TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD) REMOVABLE STEEL CAP PLANS8'-0" EOR THE MODIFICATION OE TRAFFIC SIGNALS � ARM LENGTH 5SGNTAB" W. ,2' #24"1 FOOTHILL BLVD AT HAVEN A DETAIL - - - - CIVICCENTER DRIVE AT HAVEN A AVE�\ SINGLE INPUT ven ?»COUPLING AT EMERGENCY VEHICLE 8100 BOTTOM—FOR PREEMPTION DETECTOR SIGN WIRING VICINITY M A P (NINPPLE O SHEET INDEX 6'OR " -I 6» BYOTHE S) s'-o 1.5" TO .75" ASTRO Mini-Brac AB-0155-L OR REDUCER AB-0132-L MOUNT OR ARM TUBE SIZE GENERAL NOTES APPROVED EQUAL 8. GENERAL INFORMATION AND DETAILS LENGEND O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS SIGNAL POLE I I 9. TRAFFIC SIGNAL MODIFICATION PLAN FOOTHILL BLVD AT HAVEN AVE 8'-0TH' 2 3/8' x 3 1 2' x 11 GA. SHAFT Steel of 48,000 psi minimum yield after fabrication MAST ARM �I II , Project BASE PLATES ASTM A-35 Steal ASTM A-3s Steel L—J�J U Li !V Location 10. TRAFFIC SIGNAL MODIFICATION PLAN CIVIC CENTER DR AT HAVEN AVE (ONE WAY / ONE OUTPUT) 0 CZ BACK CLAMP PIPE ASTM A-36--5 Grade B Steel 11 . SIGNING AND STRIPING PLAN, FOOTHILL BLVD, HAVEN AVENUE, W 4 BOLTS MATERIAL SPECIFICATIONS (ASTM A-307) BUTT WELDS Ground flush with base metal LONGITUDINAL All welds shall conform to AWS D1.1 weld CIVIC CENTER DRIVE. SIGNAL POLE WELDS specifacation EMERGENCY VEHICLE DETECTORS Elr" HIGHO N�NUE TAGS D IVE 1 DIAMETER AT ❑ 24' ABOVE FINISH COATING FINISHED GRADE STRUCTURE Hot dip galvanized per ASTM A-123 19TH T HARDWARE Hot dip galvanized per ASTM A-153 �I VICTORIA PARK 11E BASE I 11 I NE RD SIGN C ITERIA Sp 1:1 E ❑ LJ STRUCTURE do In accordance with the 'Specification for Structural i 1 R CLAMP HARDWARE Su s of H' way Sins, Luminares and w 4 Traffic Signals.. AASHTO 1994 FF0qTHILL _BLVD/,- WELDING �• WELDING In accordance with the Specification for Structural 66 1/2" DIA. Suppports of H' way S'Igns, Luminares and DEBURRED Traffic Signals. AASHTO 1994 CIVIC CEN R DRI DATE HOLE IN ARROW R , SIGNAL POLE No. DESCRIPTION OF REVISION DATE APPROVED: CLAMP a DIA. HOLE IN CITY OF RANCHO CUCAMONGA 3" CLAMP SUPPLIED x 8 WITH A TYPE 'F' AR 6TH ST_ _ NO SCALE 3" -16UNC BLUNT POINT TAPPING 3- 4TH sT TRAFFIC SIGNAL MODIFICATIONS SCREW (PILOT HOLE RAD. (HOLD) FOOTHILL BLVD AT HAVEN AVENUE BE FIELD AS REQ'D. DRILLED) CIVIC CENTER DRIVE AT HAVEN AVENUE DR _ NOTCH OR DRILL 1' DIA. HOLE 4' RAD. GENERAL INFORMATION AND DETAILS FOR DRAINAGE N/G�MET 9» DW 4 2 R� � NOTE. (FIELD DRILLED) 16 DRILL QRpFESS/ ,� APPROVED BY ATE CLAMP DETAIL SIGN TAB DETAIL SPECIAL PROVISIONS FOR THIS WORK ARE ON Dame 11 & ASSOCIATES, INC. ��o CITY ENGINEERYJ DZR.C.E. No. 24953 FILE IN THE OFFICE OF THE CITY ENGINEER. 1446 FRONT STREET, THIRD FLOOR BILL E. DARNELL � r� PREPARED UNDER TF��DIRECT SUPERVISION OF RECOMMENDED SAN DIEGO, CA 92101 C 22338 DESIGN: BED l 4! HORIZONTAL IISNS MAST ARM (619) 233-9373 Exp. 9-30-05 * DRAWN: RH/sN BILL E DARNELL DATE SHEET `rte C I V I L DESIGN ENGINEER 8 OF 14 SG- 1 9lF EOQ� R.C.E. No. 22338 EXP. 9-30-05 DRAWING NO. DWG: 020411SG-1H DATE: 04-21-03 BY: kM/RH/SN OF 0A�� CHECKED: FILE No. J866— • CONDUCTOR SCHEDULE146' GENERAL NOTES AWG CIRCUIT 0 0 0 0 0 0 0 0 0 1 . TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 3.OM :127' AND STANDARD SPECIFICATIONS. DATED JULY, 1999 AND AS SHOWN IN THIS PLAN AND 01 - - 3 3 3 3 3 3 - VFR!70N/1`TE SER OCE FON - _ HESPECIAL 10, PROVISIONS. 02 - - 3 3 3 3 - - - 03 3 3 6 3 3 3 3 3 3 4.6M 0.6M i I I I 2. SEE SHEET 8. 04 - - 3 3 3 3 3 3 3 15' i CONSTRUCTION NOTES (THIS SHEET 05 - 3 3 - - - - - - 30' f -- -- 4I6t's, 06 - 3 6 3 3 3 3 3 - I Y X14 07 - - 3 3 3 - - - - -D ' 1 '16f 75 1❑ MODIFY CABINET TO REFLECT CHANGES ON PLAN. I uj i)t_ ;C..z 08 3 3 3 3 - - - - - 14I6): �} 6 02 PED - - 2 2 2 z - - - O 0 , �� J{ ;71 „ ' , , ` 2❑ REMOVE EXISTING SIC CABLE AND INSTALL NEW (12#19)SIC CABLE FROM SPLICE CABINET 04 PED - - 2 2 2 2 2 z z 3 (0.9m)TYP 16 TO CONTROLLER. SEE NOTE ®. 06 PED - 2 4 2 2 2 2 2 2 08 PED 2 2 4 z 58 - -� 3❑ INSTALL 53C AND EXISTING (12#19) SIC CABLE TO SPLICE CABINET. 02 PPB - - 2 1 1 - - - - ;R€ 04 PPB - - 1 1 1 1 1 1 - 3 (0.9m)TYP ,., ;� � � �_I - - ; - i a ; ® LOOPS 213L TO BE INSTALLED AND TESTED BUT NOT CONNECTED IN PULLBOX UNLESS 06 PPB 1 1 2 1 1 1 1 1 1I I ! I i -�- o_ i I OTHERWISE DIRECTED BY CITY. 08 PPB - 1 z - - - - - - O 3'(0.9 m)TYP j - 5❑ RELOCATE EXISTING IISNS SIGNS TO NEW MOUNTING HARDWARE. REPLACE EXISTING IISNS PPB COMMON 1 1 2 1 1 1 1 1 1 t ! -``-� SPARES 3 3 6 3 3 3 3 3 3 I I f j �' - I ���,� SIGN FACES WITH NEW SIGN FACES WITH CITY LOGO. SEE SHEET 8 FOR DETAILS. TOTAL 13 22 57 36 31 27 22 22 15 ! I 01 - - 3 - - - - - - 02 - - 3/4(N)3/4(N) 3/4(N) 3/4(N) - - - , ' : , ;s -0�. , ' I ,�� i ,, I ,,. © REMOVE EXISTING MEDIAN. SEE STREET PLANS. LOOP PLACEMENT DETAIL t 2, ► v; , I t � K TYPE 03 - - 3 3 - - - - - ' (4.2M) J (i6m) (3.6M) +` .6M) (3.i? 4) {3�Crti1 (3.3M) '3 _)O) (3.:M) 7❑ INSTALL 53C AND (12#19)SIC TO CONTROLLER AT HAVEN AVE/CIVIC CENTER DR. (SEE SHEET 10). C 04 - - 5 5 5 5 5 5 5 THIS PAGE ONLY - NO SCALE 4 �t DLC 05 - - 3N 3N 3N 3N - - - i + 1 �� - i l �` - ' ;,,; REMOVE AND SALVAGE EXISTING 1A POLE. INSTALL TYPE 15 POLE. RELOCATE EXISTING 06 - 5 5 8 _ _ 3 3 3 3 3 3 -3 , , ! i I ; , !' , IF Ir �;{ o�+ + t' S HARDWARE. (SEE POLE SCHEDULE) 4 2 ! I + 4M 1418 ! / _' I 9❑ CONTRACTOR TO TEST AND CERTIFY INTERCONNECT CABLE AND CONNECTIONS. TOTAL - 5 23 7N 16/(7N) 8/(3N) 11/(7 8 8 8 I + / n✓ 7', 5L_ 44 ( I j , Y ;; INSTALL SPLICE CABINET. 12 I.I.S.N.S. 2 2 - 2 2 2 2 2 2 , + "' , ; ► + ` �� SIGNAL COMMON 1 1 2 1 1 1 1 1 1 , + Y t , 110 LUMINAIRES 2 2 - 2 2 2 2 2 2 TOTAL 3 3 2 3 3 3 3 3 -- _ _ _ r j f _.i �� -T , ;; •;,, I;,, .,, f ;_ T_ -� ' -- }, X EXIST. 53c, 8c SIC TC 8 G.F.C.I. GROUND - - i i i r ,, , I , ; d -,- - - - , s 1 --E.,. 53C, SIC -.E x. 53C, SIC T 8 SIGNAL SERVICE - - 4 3 - - - - - �� , jr �.` �"--- _ _ -; err-`. r ._ ',% ` Jr- 1 5"C.%a-D�t / E t CONTROLLER A, ASPf7N. OPTICOM 1 1 4 2 2 1 1 1 - g .._ -1- ---=:✓ =_` I `" V/ f ��_; G /� Q..0 ;i` -f/ . T Yr' _ _ S.I.C. CABLE(12119)1 - i 1 --{.�---- CONDUIT SIZE " " " " " " 2.5 5 � -�. t �� _�-- __ __..- Z } : . - 3-3 2-3 3.5 2-2 3 1.5- CONDUIT � ___ -, _. _ 0_0 • ALL CONDUCTORS EXISTING, EXCEPT AS NOTED. (N)=NEW -__ _ __ _ _. / ;iP --- 12'(16M} 6J10U FOOTHILL B 2' 3. � ► I 1 , , ar _ _ !- �� 250"t _L_ �0' ,� 69 _6" RCS' -- c ,- k _ I_ : -, ,_ M -� 63 1 {� - � % � i J fZ f , f C.- 2 ✓.6 f 1 16J2L 16J2C EX. 53C AND SWC 12'(3.6M} t-., TO CONTROLLER AT CENTER AVENUE g - - ! � i I I i OPr;COM 014-06 '2'(Z 6M� y` n fR�3, 51 , 1 01 12'(3.sM) ------------------------ JIMI 115' 130' -�- - -- _ 5J9U 5JIU - 1L 12'(3.6M) _ + --_fix.2 W;4-' IRE FULL ---------- --------------- --- +-- _ C, X, 53C AND SIC - - ! -- _ 142'(416M) TO XW t 212U285"(87.5M) TO XWALK ) _12` 3.6M _ l 2I2L B ! ; i ( �_--rk. =Z, -„ ; 53 �. 2I4U B 12'(3.6M) B 1 i ' . Uu 2'(�, r;�+; I 60' I , 2I3U 5 1 12'(4 RPS? 12'(3.6M) o i 2I10L -- _. _ _ __ I � : _-.. _ ,� I _14`(4.3 _ ti` __. I 8 , . 2I34 9 2 EX.53C "TH 4 WIRE. i REMOVE PROPOSED MEDIAN n B B 4 FULL DUPLEX 3002 "f _ j 5 REMOVE EXIST. SIC, A D ' - 3 9 - - _ ► ; INSTALL (2) SIG x. r3` , k ti�R =aizL U�1PL! k s r _ �. r � �_� I v ,,,r �� hr �� ' , ;NS tl 2 7 9 Lj t 'j EASEMENT �. "`�`� ', ,`� _,._.�_.„..c . i-; � �,� 04 & 07 _}�6 _ �, , , _ 0 2 9 g 2 _ _ - -- - I, �+ I �� 29 i : If 05 INSTALL 53C, 5DLCr - = '� � �' -- ' ,' Y; + y _ r ,�, 06 03 �8 01 INSTALL 53C, 7DLC R `4 _ C?I,T{r. Pro 71 1 -" !" - X, Y '+' RVICE F^sC�OSL!Rr. -� L 07 04 B .� �8J8U I ! '►-- -EDISON SEF:>.,',Cr POINT -}---{_02 � �8 b 05 � NSTALL 53C,4 DLC B ; I 03 & �7 03 4 01 INSTALL 53C,3 DLC CB ' i ! ' ! 11' 12' 10' 10' � ' ` 11' I 13 1 02 & 06 04 2 9 EX. 2 C, I I (3._)M) (3.3M (3.£x,'1) ( OM) 143_01V� 3.SP,1) ►(�3.3M,, (3.3M) (3.3M)� R/W � 04 & 08 01 & 05 �2 INSTALL 53C,10 DLC EASEMENT-/ 60' , I ' cj7' -� 03 & 08 02 & 05 R/W i 31�� PHASE DIAGRAM 66 ' 67 ._ X. D!'c, L` • POLE SCHEDULE I _ cv 7 9 POLE LOCATION w 67' II I TO I I ����• POLE DATA LUMINAIRE SIGNAL MOUNTING PPB I.I.S.N.S. REMARKS "'(WTc)AI., I XWALK j I NO. TYPE HEIGH SIG. M.A. LUM. M.A. vEH. M.A. PED. PHASEOJ� c B E 1313 T' # ► � w SPECIAL PROVISIONS FOR THIS AVE ___..-_. .` f k a_� __j PROJECT ON FILE IN THE OFFICE No. DESCRIPTION OF REVISION DATE CITY O 26-4-80(E) 3'10" 45' 15' 20OW(E) SV-1-T(E) 2-MAS(E) SP-1-T(E) - - 4'(1.15M) - 14'(4.2M Haven 8000 ❑5 ; ; �: ---f' i I i �� U APPROVED cn OF THE CITY ENGINEER. 1 A PPB POST(E) 4' - - - - - - 04 E - - - - I _ __ � -!--- _____L.._!__ I O 1A(E) 10' - - - TV-2-T(E) - SP-1-T(E) 06 S 3'(0.9M) 12'(3.6M) 117' I 4 CITY OF RANCHO CUCAMONGA _. _. _ . _ _ _ _ _._ 5 10 2 5 i1 + �- ' ' ' TRAFFIC SIGNAL MODIFICATION PLAN I _ II + BLVD O 29-5-80(E) 30 55 15 20OW(E) SV-1-T(E) 3-MAS(E) SP-1-T(E) 06 S 3'(0.9M) - 9'(2.8M) Foothill 10500 0 I I 1! i - i - --- ` k ' FOOTHILL BLVD AT HAVEN AVENUE O4 1 A(E) 10' - - - TV-2-T(E) - SP-1-T(E) 08 W 3'(0.9M) 14'(4.2M) -4I GRAPHIC SCALE IN METERS W I rn I '; O5 29-5-80(E) 30' 55' 15' 20OW(E) SV-1-T(E) 3-MAS(E) SP-1-T(E) 08 W 3'(0.9M) - 10'(3.OM)Haven AVE 5 .1. x�'q(� ~ k »�' 4~JL + I ES 8100 ❑ APPROVED BY TE U ii Darnell & ASSOCIATES, INC. �0 24953 O 1A(E) 10' - - - TV-2-T(E) - SP-1-T(E) 02 N 7'(2.1M) 16'(5.OM) - - I 11 1 I __ -__�- � I i i CITY ENGINEER u� C.E. No. I E ; -_ - i PREPARED UNDER DIRECT SUPERVISION OF e -� I! - - -�+- __`__� 1446 FRONT STREET, THIRD FLOOR BILL E. DARNELL RECOMMENDED O7 29-5-80(E) 30 55 15 200W(E) SV-1-T(E) 3-MASE) SP-1-T(E) 02 N 3.5'(1.1 M) - 12 (3.6M Foothill BLVD 0 I 1 j I I _ 1 SAN DIEGO, CA 92101 W 223 DESIGN: BED $� 'f z v3 OAG_ 10400 I Bjff I 1 619` 233-9373 * EV 9-30-05 * BILL E. DARNELL DATE SHEET O 15(N) 30' - 15'(N) 200W(N) SV-2-TB(N) - SP-1-T(R) 04(R) E 2'(0.5M) 13'(3.9M) - - ® ' I 1 1 ` J _ s� C I VIE < DRAWN: RH/SN DESIGN ENGINEER 9 of 14 SG � ''F pQ� R.C.E No. ��@ EXP. 9-30-05 DRAWIN N0. • ALL EQUIPMENT EXISTING(E), EXCEPT (N)=NEW, (R)=RELOCATE/REMOVE DWG: 020411SG-2H-METRIC DATE: 04-24-03 BY: RH/SN/JLM OF cA��E CHECKED: FILE NO. -.5 1 CABLE/CONDUCTOR SCHEDULE DETECTOR SCHEDULE 89 42' CONSTRUCTION NOTES: SENSOR DETECTOR CONTROLLER LOOPS PER ' CABLE POLE/PHASE iA 22 3Q 4Q 5Q 66 7Q SQ NO. CHANNEL INPUT CHANNEL 47 64' _ I 1❑ REMOVE AND SALVAGE EXISTING CONTROLLER AND CABINET. REMOVE THE EXISTING FOUNDATION COMPLETELY. INSTALL 1 1 1—S-01 1 1 J TYPE 90 CONTROLLER IN A NEW TYPE R CABINETON NEW FOUNDATION WIRED FOR 8 PHASE OPERATION WITH APPURTENANCES TO PROVIDE — 02 05 do 02P 1 1 t 1 1 - - t 2 1_N_02 2 3 J2'' I OPERATION AS SHOWN ON THESE PLANS AND IN THE SPECIAL PROVISIONS. INSTALL EXISTING CLARY SP1000SN BATTERY BACKUP UNIT WITH — 04 08 08P — 1 1 1 1 - - 1 2 2 i-E8 4 2 ❑ 1-yy-08 32 PIM AND SIX (6) BATTERIES IN NEW CABINET. INSTALL 4"C PCC SLAB IN FRONT OF CABINET AS DIRECTED BY ENGINEER. — 04 07 04P — — 1 1 1 1 — — 3 1 1—N-05 5 1 ' �1 — 01 02 06 02P — — 1 1 1 - - 1 2 1-S-06 6 3 ! I ❑2 REMOVE AND SALVAGE EXISTING POLED (TYPE 1A). INSTALL TYPE 15 RELOCATE EXISTING SP-1-CS, INSTALL SV-2-TA WITH 5 — 01 06 06P — — — 1 1 — — 1 4 1 3—E-04 7 1 „ _ I C-_ SECTION PER DETAIL "A” AND ADA PUSH BUTTON. 12C — 04 08 08P — — — — 1 — — 1 2 1—W-08 8 2 5 1 2—S-01 9 3 lye� D REMOVE AND SALVAGE EXISTING POLE @ , INSTALL NEW 12" SIGNALS, PED HEADS AND INSTALL ADA PED PUSH BUTTON ON NEW POLE. — 02 05 06P — — — — — 1 1 1 2 2—N-02 10 4 6 1 4—W-08 11 3 TOTAL 12C 1 2 4 5 6 1 2 8 I � ® REMOVE AND SALVAGE EXISTING POLE© . 2 2—E-04 12 4 — 02PP804PPB — 2 2 2 2 — — 2 7 1 2—N-05 13 3 R WI ' X i ❑5 REMOVE AND SALVAGE EXISTING POLE© , INSTALL NEW 12" SIGNAL AND PED HEADS. — 02PPB _ _ 1 1 1 _ _ 1 2 2—S-06 14 4 O — 04PPB 1 1 1 1 8 1 4—E-04 15 3 H— , 3C _ 04PP6 06PPB _ _ — — 2 _ — 2 i 2-W-08 16 4 ❑ -w I © MODIFY MEDIAN AS DIRECTED BY ENGINEER. - 06PPB — — — 1 1 9 I In i ❑7 INSTALL SINGLE INPUT/SINGLE OUTPUT EMERGENCY VEHICLE PRE-EMPTION SENSOR. — 08PPB — — — — — 1 1 1 2 3—N-02 18 2 CUR I TOTAL 3C — 2 4 4 6 1 2 8 10 2 - 20 - I CURB ® INSTALL ADA PED PUSH BUTTONS. 10 LUMINAIRES 2 2 2 2 2 2 2 - 11 1 - 21 - ' ! ❑9 REPLACE EXISTING 8" HEADS WITH 12" RED, YELLOW & GREEN AND PED LED HEADS. 12 I.I.S.N.S. 2 2 2 2 2 2 2 — 2 3—S-06 22 2 3 20 EVP CABLE 1 1 2 3 3 - 1 4 12 1 - 23 - I ` ' "� ' >o INSTALL 12" YELLOW AND GREEN LED'S. 12 r 19 SIC — — — — — — — — 2 — 24 'SCE'.01 DLC — — — — — 2 2 2 13 1 - 25 - ' D REMOVE AND SALVAGE EXISTING STREET LIGHT. COORDINATE WITH SCE . 02 DLC — — 4 4 4 — — 4 2 4—N-02 26 2 I j TYPE C 04 DLC — — — — 1 — — 4 14 1 - 27 - ! I i 12 INSTALL 2"C AND SIC TO CONTROLLER AT FOOTHILL/HAVEN (SEE SHEET 9). DLC 05 DLC — — 2 2 2 - - 2 t5 2 - 2s 13 RELOCATE EXISTING IISNS SIGNS TO NEW MOUNTING HARDWARE (SEE SHEET 8). REPLACE EXISTING IISNS 07 DLC — — — — —DLQ 3 — 3 2 _ 30 _ 11 ; I SIGN FACES WITH NEW SIGN FACES WITH CITY LOGO. 08 DLC — 4 4 4 4 — — 4 is 1 31 , >, RELOCATE EXISTING IISNS SIGNS TO NEW MOUNTING HARDWARE (SEE SHEET 8). TOTAL DLC — 4 10 10 11 5 5 19 2 32 16 1 11 16 , CONDUIT CONDUCTOR AREA 0.57 1.46 2.93 3.39 4.09 0.94 1.52 5.58 17 1 EVP01&06 EVP3 _ I I 4- W 8 05 INSTALL 12 YELLOW, GREEN, YELLOW ARROW AND GREEN ARROW AND PED HEAD LED S IN EXISTING DETAIL A. 2 EVP02&05 EVP4 ( � 13 SIZE 2 2 2.5 3 2 2.5 3 2-4"(N) 18' 1 EVP03dt08 EVP5 — I �2—w 8' © INSTALL 12" YELLOW, GREEN, YELLOW ARROW AND GREEN ARROW LED'S IN EXISTING MAS-5A. 3"(N) 3"(N) 3"(N) 4" N 2 EVP043c07 EVPs - AB 17 ELECTRICAL CONTRACTOR TO REMOVE CONCRETE AND BACKFILL FOR GENERAL CONTRACTOR TO INSTALL NEW CONCRETE. CONTRACTOR 18 ; (N) = NEW # EVP DISCRIMINATOR -1 - - I 2 TO COORDINATE WITH GENERAL CONTRACTOR. 17 � � e� I�&i � 19 INSTALL R34 SIGN. CURB • HAVEN AVE . 0 D ❑ INSTALL PULLBOX EXTENSION, ADJUST PULLBOX TO GRADE. - - - - GENERAL NOTES: SEE SHEET 9 CURB 1 w _ 02 -- - --- -- - -- - - - __ - r, 02 6 - - - 0 2 I O6 14 -__ s- 04 } 4-N-02 i it v - w - - - -- -- -i - - _ ' RS 14 - - r 67 4 8 02 & �8 ,4 -- 3-N-02 -- - - - - - -- - - -- -- -- -- -- -- - -- -- -- -- - - - - - - -- -- -- - - - - - N RSf DETAIL. A" 10 _- -- - - - -- -- -- - � - - - - - - - -= - - - - -- -- - -- - -- _ - - - - -- -- _ - __ _ -- -- -- -- -- -- __ -- -- --- -- -- -- -- -- --- - -- -- --_1-2 -- - - -- -- -- - -- -- - - --_ - - -- -- -- Z4 6 - t 12' IbI I _ , -- 15 it ' -__ A f-300' TO XWALK- `-' ! 2—N-05 1—N-05 133 100 , =--- �� ► 16 _______-____�___._________-_________________.---- _ __-.____---___.._��__-_-_-____------__.__________.-______.._-.__ _--_-_--------_.___- _.._____ 3f 300 TO XWALK--N-� � 9 r 7 2 H - i r &�6 7 R-73-7, ;' 47' 1 53 66 66 Lig. K i 1 1 • 12 v l , 1 H 3-s-- 5 ; , DETAIL A _ -- -- -- -- -- -- - �v - - __ __ __ _- __ _- -- -- -- -- -- -- -- -- - ��-- -- -- -- -- -- -- - - - - - 8 15 _ �4&�8 7 s I08 05 t --- --- -- --- -- --- -_ -_. r .-- f P CURB - � - ___._ --- __ — - - - g - - - x 6 08 - - , f` 17 I L 0. LX'`TNG TY� I` `EVV'��--� 17 - i 4 ��� t,� 6 ,116 � i 104 �` ' Mr E PED ���jNAI r = 150 AMP �� 17 R PHASE DIAGRAM NOTE: H = App, SPECIAL PROVISIONS FOR THIS 8 5 ' S t I 12 NOT Y PROJECT ON FILE IN THE OFFICE s E USED ' 0 20 40 6 OF THE CITY ENGINEER. !6E 4 SCALE: 1 = 20' 13 _ 1 01 02 03 04 8 1 i I 16' 11 ' 10' 1V 16' j ,INSTALL 2"C, 1 DLC G NOT 4 POLE SCHEDULE 1 ► — USED POLE DATA LUMINAIRE SIGNAL MOUNTING PPB POLE LOCATION I.I.S.N.S. COMMENTS I 19 DETAIL Wff 8 OF 14 I I _ ' !)L C NO. TYPE HEIGH SIG. M.A. LUM. M.A. HPS MAST ARM VEH. PED. PHASE g C E LEGEND j� ; I Z r' 05 06 07 08 71 YA FLASHING OPERATION SHALL BE ALL RED. pn 2-MASE Civic Center DR ' I; r "C No. DESCRIPTION OF REVISION DATE APM\CD: AO 26-5-80(E) 30 45 15 200W(N) 1—MASSAE SV-1—T(N) SP-1—CS(E) — — 2.5 0 R 10400 9 7 10 14 16 I I I ��. , B 15(N) 30' — 15' 20OW(N) — SV-2—TAN SP-1—CS(N) 02 N N 18' — — 8 ; ` ; %,; � CITY OF RANCHO CUCAMONGA GA 29 35 t o CO 24-4-80(N) 30'(N) 25'lN� 15'(N) 20OW(N) 1—MAS(N) SV-1—UM(N) SP-1—CS(N) 02(N) — 3.0' 15' (R)ven AVE 8100 3 4 7:M 9' !~ 44 45 TRAFFIC SIGNAL MODIFICATION PLAN C:) OD 15(N) 30'(N) — 15'(N) 20OW(N) — SV-2—TA(N) SP-1—CS(N) 04(N) 10' 3.0' - - ❑ ` 64, AB o "A" CIVIC CENTER DRIVE AT HAVEN AVENUE A , Civic Center DR (14 DETAIL A O 29-5-80(E) 30 45 15 20OW(N) 1—MAS5A E SV-1—UM(E) SP-1—CS(N) — — 2.5 2.5 (R) 10500 1719 10 14 OF 1 A(E) 10' — — — — TV-2—T(N) SP-1—CS(E) 04/06(N) 16' 2.5' — 0— L��9 ~ _ - µ ESS/ APPROVED BY DATE _ _ (� RS Darnell & ASSOCIATES, INC. ��° e CITY ENGINEER l R.C.E. No. 2 95 O 26-4-80(N) 30'(N) 30' N 15'(N) 20OW(N) 1—MAS(N) SV-1—UM(N) SP-1—CS(N) 06(N) 6' 3.0' 9' Raven AVE 8200 4 5 7 13 8 1 -E �4 1446 FRONT STREET THIRD FLOOR BILL E. DARNELL �, PREPARED UN E DIRECT SU VISION aF RECOMMENDEDes O - - - - 22338 DESIGN: BED �/2 O j H TYPE 15(N) 30'(N) 15'(N) 200W(N) SV-2—TA(N) SP-1—CS(N) 08(N) 15' 3.0' 8 15 SAN DIEGO, CA 92101 �. (N) = NEW (R) = RELOCATE (E) = EXISTING (RS) = REMOVE AND SALVAGE (F) = FUTURE (619) 233-9373 * E,� 9-30-05 * DRAWN: RH/SN �gj DARNELL ENGINEER DATESHE OF 14 SG-3 sT C I V I L �lE' EOQ`� R.C.E. No. 22338 EXP. 9-30-05 DRAWING NO. DWG: 020411SG-3H DATE: 04-24-03 BY: RH/SN/JUuI OF C��� CHECKED: DATE FlLE N0. -s I d CURB CURB _... X I S T I N G S T R I P E S R E • 10(RT 12 A I N U N T O U C H E D TYPEus 6 FLEXIBLE K" _ - --- EXIST. CURB I ______._ ---__.-- MARKER � _ ...._. - -: - ... _. - - i - _ - -- _ - _. __ _ - - - _. .._ 4 TYPE N � -- 1 I J QL 1 .. EXIST. CURB' _ .�. - _ - EXISTING MEDIAN - - _ -.. _ _... - - - - - TYPE N _ - Z(n Q - -_ - - -- _ _ _ -- -- - - __ T_ - v . N v . 10 M - _ N 1 N m i0 325' TYPE IV � U 100 v _ M 12 12 1 0 d o N _ 12 - �� N � 325' � �� Z ter- - _ a o w� — — — QD j/T X . .- _. _.Jr - --_ _ -.�._ N -c" O 4 CURB 4 r 10 w m 7 jO FLEX TYPE -K- C14 ,• ti 4 ^ - �� - � 4 6 R W-� - - 6 `" `�' m 11 MARKER z - - 6 ) _ __._ R26 S EASEMENT 2 (s R 1 R26(S) _ ) * a� 290' MbDIFIED 0 20 40 80 120 160 W ! &R17 - _. __ MEDIAN NOSE 6 610 _ R . 8 R26(S) W41 R26 F 4 V) EASEMENT ) m - HAVEN TE 30 . SCALE: 1"=40' - j R1&R17 - _ _ _ _ 4 Q , v J COURT HOUSE ti V) CHANGE ROUTE 30 R18-1 TYPE IV R 6 9 - R26 S R.C NEW INTERSTATE ) {� LEGENDS & LOGOS ( ) TRUCK R26 S i < Q 8 TO SR210 PROVIDE ROUTE HOMES 10 R 18-1 "s' ; ' t 10 FOOT CLEARANCE. o -. 14' 11' 11' 12' '�' [' m EASEMENT 1 m ! j j I i IC FOOTHILL 13OULEVARD SEE MATCH LINE BELOW RIGHT SEE MATCH LINE BELOW RIGHT HAVEN AVENUE CIVIC CENTER DR . I? 4• Cj +, 6 R26(S)W5j !W (-EASEMENT 8 ' - n ( EASEMENT I 1 - - -(- 70, EASEMENT - - - - - - - - - - - - - +- - - - - R2(50) - R17 & Q � - - R2(50) - - - - - - - R26 S) I 16 11' 1b' 11' 16 -1 6 EXISTING SIGNS 6 6 SIGN) 6 R26 S R 6 R18-1 �- 26(S) 10 R W PROTECT IN PLACE R/W R26(S) R26(S) R/W U O R26(S) R/W _ + R _ ^ 9 240 f W 1 I r 190' H E _ - - - ��y CURB - - - - - - - - - - - - - - - o 6USBAY - x,'"y CURB CURB _. -__ L t 100' - - --- - . R26(S) _ --� TYPE IV ___ ___ ___ . __ TYPE 1 13 70 _ o r - 4 W --- ,� 4 N 11 3 — 4 TYPE IV — — — — — — — TYPE N cn TYPE IV N 100' 4 3 4 N �o (R� 8 N 1 12 N N m 2 - — — — — — — — — — — — — — — — — — — — 3 4 - N TYPE N N 4 TYPE IV 12 Q a i _ 1b' — — _ __ _ _ __-_-- ___-_ -_ __.____ _ _ - - _______._-__-_-- _ -_ _ �_--_--—._._---.-___ .-._____—______— ____--____-- - ---.--_ _-_____.__ _______---.___._�_. _____---_--______—___.__ LLI - ---- - r - Y� N Q � cr• - ---_._ Lu N __ _ _ �x _-- _- E -X IS y T I N G »-- S T R I P E S R E M A I N U N T O U C H E D E X I S T I N G 4 S T R I P E S R E M A I N U N T O U C H E D ___ _ -__----_ i 4 J a uas 6 ! ' TYPE K(FLEXIBLE) LLJ ! I R I — W 6 I i It �� 0 20 40 80 120 160 HAVEN AVENUE I I1� 4j I f / SCALE: 1"=40' 16' 111' 10' 11' 16'1 W o J I o ^ j o Q 8 1 ^ Q cv R 1(STOP SIGN) R18-1 4 50' TYPE4 6 R18-1 1 CURB 6 R26(S) CURB R s R26(S) T TYPE IV CURB--\ �R� CURB Z � N WIA CI I 11 1 � C,4 14 N � �- 11 L - - r ` JJ- 3 W X. TYPE N (RED c� ,n50, 1 v - - - - - - - J - EX. TYPE L 6 TYPE N-5 2 N 2 2 N _- - _ 2 W Q- - - - _. = - - - - � � t � _ __ _ 2 4 4 1022 i _ TYPE IV 11 \*"` -EX. RED CURB _-._ __ ___.__. _ URB - _ ___. _- --- . 1 CURB _ TYPE N m URB �. -` R28�SLLI 1 I y /' ___ ' Ex. RED CURB I I� X. RED CURB RAW 50' R26(S) _.- _.,,_----- 6-. - CURB J W k `* POLICE AND CITY �� - " . I ` I' 71.60' 76.20' 63'f R26(S) z , I > tj ------ s X. RED CURB I 100' TAPER 139.56' R/W / 1 I DELIVERIES DRIVEWAY / I �/ � I I , N �j m 0 20 40 80 120 160 0 CIVIC CENTER DRIVE N SCALE: 1"=40' No. DESCRIPTION OF REVISION DATE AFMVM: 'I I �- I 3 CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA r l N I I. 1 SANDBLAST CONFLICTING STRIPING t uSIGNING AND STRIPING PLAN 2� INSTALL 4" SOLID DOUBLE YELLOW CENTERLINE WITH TYPE G MARKERS AT 24' 0.C. 9 INSTALL 4" SKIP WHITE PER CALTRANS DETAIL 37B. D R C D R O O-7 9 --- - --L_ _ ------ ---_ PER CITY OF R.C. STD. 133. 10 INSTALL 8" WHITE CHANNELIZATION LINE WITH TYPE G RPM PER CITY OF R.C. STD. 133 3 INSTALL 4" SKIP WHITE LINE PER CITY OF R.C. STD. 133. � FOOTHILL BLVD. (ROUTE 66) (FROM DEE TOREEK HAVENCHANNEL JOIN E X I S T S T R I P I N G 11 INSTALL 100' OF 4" SOLID WHITE THERMOPLASTIC STRIPING PER CITY OF R.C. STD 133 HAVEN AVENUE (FROM FOOTHILL BLVD. TO CMC CENTER DRIVE) ) 4� INSTALL PAVEMENT MARKINGS PER CITY OF R.C. STD.133 5 INSTALL 12" SOLID WHITE STRIPE 12 INSTALL MEDIAN EDGE LINE PER R.C. STD. 133. CIVIC CENTER DRIVE (WEST SIDE OF HAVEN AVE UE) 6 INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, 13 INSTALL 4" WHITE RIGHT EDGELINE PER CALTRANS DETAIL 27B. QRpFES APPROVED BY - DATE DEPARTMENT OF TRANSPORTATION, (CALTRANS) "SIGN SPECIFICATION SHEETS- Darnell & ASSOCIATES, INC. �° CITY ENGINEER L4&W_ R.C.E. No. 24953 7 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK WITH 10' BETWEEN 14 PAINT 50' RED CURB. 1446 FRONT STREET, THIRD FLOOR BILL E. DARNELL PREPARED UNDER RECT SUR\44p, RECOMMENDE ADJACENT PARALLEL LINES PER CALTRANS STD. A-24D. � REMOVE SIGN SAN DIEGO, CA 92101 W No. 22338 DESIGN: BED V N INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE, STOP LEGEND AND PAVEMENT ARROW. * EV 9-30-05 * BILL E. DARNELL DATE SHEET 1 REMOVE & RELOCATE SIGN (619) 233-9373 DRAWN: RH DESIGN ENGINEER 11 OF 14 � PROTECT SIGN IN PLACE -1 s� c I v I L �lE` �OQ� R.C.E. No. ? $ EXP. 9-30-05 DRA1M G N DWG: 020411SS-1H DATE: 04-24-03 BY: RH SN JLM SN OF CI�L� CHECKED: DATE FlLE N0. v