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HomeMy WebLinkAbout2122-S * IF X = 10' USE THESE DIMENSIONS ** IF X O 11' USE THIS DIMENSION GENERAL NOTE S WITH OTHER X DIMENSIONS f• 3 '1 CROSSWALK 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS JULY 1992 STANDARD PLANS DOUBLE YELLOW STRIPE STRIPE w AND STANDARD SPECIFICATIONS, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS OR MEDIAN CURB FACE OR t CAS LIMIT LINE E.C.R AND 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND 2003 MUTCD ' "R" CAB. �_ 2�* w CALIFORNIA SUPPLEMENT. SECTION MARKINGS AND LEGENDS PER CALTRANS MAINTENANCE MANUAL, 3�** � � 2. TRAFFIC SIGNS, STRIPES, AND STANDARD SPECIFICATIONS AND 2003 MUTCD AND 2003 MUTCD CALIFORNIA SUPPLEMENT. CONFORM "R" CAB. SIMA X* REFER TO PLAN FOR REMAINING LOOPS I 50* PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. SIDEWALK G � j_ B" - .6 "B" 3 WORKSSAND CONSTRUCTION, 2006PROCEDURES EDITIONSTRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC I' PLAN SECTION LEFT TURN LANE ( 3'* ,C, O O 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNT1L - —e" WHITE TURNING LANE LINE— CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY X U COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- 2, STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR 0° 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. SECTION CAB I 6 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATION POLE LOCATION CODE S PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. "R" CAB. SI �NA /o INSIDE THRU LANE I X-6' (EXACT LOCATION BY ENGINEER IN THE FIELD 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE SIDEWALK ' � —� � � � �-4" LANE LINE OR 8" TURNING LANE LINE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. 1 7• VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL PLAN SECTION 31 EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS AS SHOWN ON CITY STD. PLAN 407. COORDINATE SERVICE DETAILS AND SCHEDULING WELL 1 p' I IN ADVANCE OF NEED. CURB EXIST. C & G I 6 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL `14 2' BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED-- - �� �� CASE 3 _ FOR THE INTENDED OPERATION. R CAB. OUTSIDE THRU LANE SECTION CAB �- - SIDEWALK 5� 1, 1 „ ST 3» t _ " " " UTILITY COMPANIES PHONE NUMBER M :, ' , •�,: ALL DIMENSIONS TO OF STRIPE 6% 8 U C- LC » 2 S VAI I Y " SOUTHERN CALIFORNIA EDISON CO. j U (CONTACT MIKE CALLEN) (909) 930-8540 PLAN SECTION SOUTHERN CALIFORNIA GAS CO. (800) 227-2600 VERIZON (CONTACT GLEN HOSCH) (909) 469-6327 TYPE " R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 (WATER AND SEWER) PAD DETAIL REFER TO PLAN FOR DISTANCE UNDERGROUND SERVICE ALERT (800) 227-2600 TO ADVANCE DETECTORS I.I.S.N.S. LEGEND DETAIL REMQVA¢LF STEttL CA ARM LENGTH 60" 24" VICINITY M A P SIGN TAB" 48" SINGLE INPUT DETAIL EMERGENCY VEHICLE PREEMPTION DETECTOR COUNTY OF SAN BERNARD/NO - - - - - - - - + AVE ASTRO Mini-8rac AB-015529-NPT-ALO a v e n COUPLING FOR W/5E-0577-GLV OR APPROVED EQUAL HEI 0000 IGH WIRING SHEET INDEX NIPPLE & WILSON A ONNECTORS SIGNAL POLE—� - g._p" BY OTHERS) MAST ARM OR 8" 1. Title / Detail Sheet $'-0" (ONE WAY / ONE OUTPUT) Y"' �NY"'� S"� 2. Traffic Signal Plan (Haven Ave at Trademark St NOTE: LB CONDULET, STO CABLE, HANGING � ` HARDWARE & SIGN BY OTHERS ) ARM TUBE SIZE GENERAL NOTES HO AWFL�H� KENYON AVE H A LENGTH END O.D. x BASE O.D. x THK. I 19TH sTREEr 8'-0" 2 3/8" x 3 1/2" x 11 GA. SFWTee o psi minimum yield a er a �caGon - RAN HO RST E BASE TE -3 SteelSteelrwrowA P� E & FLANGES SUGAR G BACK CLAMP I A-36--53 roe SteelEMERGENCY VEHICLE DETECTOR UCA ONG W/4 T STM TM A-307) BUTT WELDS Groundus with se mea 114%UNE MW M LINE LONGITUDINAL All welds shall conform to AWS D1.1 weld Y, ROAD o SIGNAL POLE WELDS specificationDETER A 244'ABOVE T FINISH COTI '-- Cl TY OF �"�` STR� ` ` PLAN CODE - � FINISHED GRADE STRUCTUREHot dip galvanized per - A FON TS-1 HARDWAREo dip galvanized per S - J )ESIGN CRITERAFOOTHILL BOULEVARD I FOOTHILL i------ 1" T n accordance with a peci "tlon or ruurac BOULEVARD Uo IT I CLAMP HARDWARE Supports of Highwayy Signs, Luminares and Underground S@rVIC@ Alert Traffic Signals. AASHTO 1994 Ef OR Y AFRW --__ --'1' e' F C3 ROUTE 3 ARROW ROUTE � L WEIFINT In accordance with the peci or Structural Call: TOLL FREE ►» NO. DATE ACTED cn 1 1/2" DIA. Supports of Highwayy Signs, Luminares and /y� ,,� DEBURRED Traffic Signals. AASHTO 1994 (" SIGNAL POLE HOLE IN 11�� 1'800'227'2800 J CLAMP CITY OF RANCHO CU CAM ON GA DIA. HOLE IN WITH A TYPE 'F" TWO WORKING DAYS BEFORE YOU DIG covNTY of TITLE / DETAIL SHEET $3 ARM - - TRADUM STW I HAVENPARK o -16UNC BLUNT _ + POINT TAPPING SAN 4TH STREET TENTATIVE PARCEL MAP NO. 17303 3 SCREW (PILOT HOLE RAD. (HOLO) BERNARD/NO HAVEN AVENUE V) TO BE FIELD AS REQ�D. AND z DRILLED) _ CITY OF ONTARIO Q NOTCH OR DRILL 1" DIA. HOLE 3" FOR DRAINAGE GROMMET 4 9D 4" BIZ-+� �+- PROJECT TRADEMARK STREET o IV DRILL NOTE LOCATION Q III APPROVED BY: DATE: �. (FIELD DRILLED) � DI'4' 1 A, l CITY ENGINEER LAMP DETAIL SIGN TAB DETAIL SPECIAL PROVISIONS FOR THIS WORK Q� v4 OR.C.E. 4953 �� i �� DESIGN RECOMMENDED c0 ARE ON FILE IN THE OFFICE OF THE _ 00 No. 57535 N � G T � CITY ENGINEER AND SHALL BE USED. � Exp. 12-31417 �, � . . HORIZONTAL I. I. S.N.S, MAST ARM i DRAWN 14723ANsu�nN° SHEET GT TON PARKWAY Q IRVINE �CJk>�IEOR 92518-2027 OF 2 Q GA1.1 CHECKED 949.472 FAX 9 l 37. 7 www.RBF.com G DRAWING N0. 0 C 0;/A. ORnZ R.0-E. 57535 DATE I w = a> _ :. _ - _. o _ - +..-.. „> ., V ::i.•.. ^.z, a� `-'.t' .. .v^ x 4' y�, ( -.41 :i' is :r'i '. �P'`F f .•'`: - .i-c-'f _ -,..- .,.. -> . _. .3=1`` :'•.,v.. ' .. '$ i -: y .-. .. .:�- s..< ,. :- aT_ � ` ��>'F :'�$-�C + C7i'. '!E. - '�>rg?: -. iv •r�. ! :t7 .-ci r. ...,,.'�.. v3 �-�e7'F_ t CONDUCTOR SCHEDULE PHASE DIAGRAM 1-w-�2 POLE AND EQUIPMENT SCHEDULE PLACEMENT PED PUSH A.W.G. SIZE PHASE POLE OR CONDUIT RUNS 1 02 03 04 POLE SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BUTTONS HPS I.I.S.N.S. CABLE RSIZE NO. CIRCUIT Q1 Q Q3 Q4 A Q6 Q7 Q8 Q --� s- J NO. DESCRIPTION SIGNAL LUMINAIRE ,C. pg„ ,E,. POLE MAST ARM POLE 0 ARROW LUMINAIRE LEGEND C NOT I _ '�— a MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 6p 4PP6 POLE O 1 1 1 1 1 1 USED ; co 3 A 17-3-80 15' 12' 5' - 12' SV-1-T MAS SP-1-CS 4 -T 20OW Haven AVE A �- x B 12C .4 zi z/1 1 - - -4P POLE 15 15' 5' 12' SV-2-TA SP-1-CS 6 —rte- 200WL 6PP6 1 _ 20' 20' ,`5'' - E POLE C NOT I I C 61-5-80 65 15 3 12 SV-1-T 3-MAS SP-1-CS 6 T 200W Trademark) 8P 6PP8 0 1 1 1 1 1 I - - - USED —� I OD 15 15' 3' 12' SV-1-TA SP-1-CS 8 —�► 20OW 6P POLE OD 1 1 1 1 �}--- }� I E 24-4-80 35' 15' 5' - 12' S -1- MAS SP-1-CS 8 -�-- 200W Haven,_ 8PPB 1 1 1 1 I , 3 I SV-1-T 1 1 1 05 06 07 08 f I F 15 - 15' 5' 12' - SV-2-TA - SP-1-CS 2 —�- 20OW - 2P 8PPB POLE O 1 1 1 1 1/2"C, 1-DLC I 0 C POLE F 1 1 G 29-5-80 50' • 15' 3' - 12' SV-1-T 3-MAS SP-1-CS 2 20OW Trademark sT ,R ! 9 A 8P 2PP6 0 1 1 # - H 1A - - 3' 12' - TV-2-T - SP-1-CS 4 —�- - - 3C B 4P 2PP6 POLE 1 1 /w 12' 10' 18" ■ MAST ARM POE LOCATIONS SHALL BE POTHOLED PRIOR TO ORDERING POLES AND MASTARMS. L 1 1 E 2P POLE UH • F= 22'/12' N TOTAL CABLES 12C/3C 1 X 3 4 1 2 3 8 ; Wj 1 3 4 1 2 3 8 w #12 I.I.S.N.S. 2 2 2 2 - 2 2 10 LUMINAIRES 2 2 2 2 2 2 2 - 02 DETECTOR 4 4 3 �' �3 DETECTOR 2 2 2"C & 4 #10(LTG), 2 #12(IISNS) TYPE 04 DETECTOR 3 3 3 3 2"C, 2 #S`,(SIGNAL) 7 H C 06 DETECTOR 5 5 5 5 D.L.C. 07 DETECTOR 4 4 4 4 .' 1 1/2°C, 1-DLC 08 DETECTOR 3 3 5 ® SCHEDULE + TOTAL D.L.C. - 5 5 10 7 7 11 21 3-C, CONDUCTORS 5 cJ D E T ECT® f1 �7 C H E ®U L E EVP CABLE 1 1 3 3 - - - 4 R BY SCE 5 ;w/ wPROPOSED SCE 1 SENSOR CONTROLLER LOOPS PER CONDUIT SIZE (IN.) HANDHOLE #226 DETECINPU TORT CHANNEL 2 3 3.5 4 2.5 3 4 2-4 _:_,� _ _ - - 1 11r _, a . DETECTOR RACK #1 00 6 06 06 � 06 __. 1 -S-03 . 1 N �4 4 3 2 .Y ` 4—E -06 _ _ , r 04 5 4 4 .. _.. _ _ _. - 2 1 -W-02 2 1 xi - .. —N-04 _... .. y w, —N-07 - + _ 1 1 7 1 N 04 2 1 -S-08 8 3 HAVEN 3 04, 7 I tj` 1 3 -W-02 5 1 8 z 4 04 1 2 1 —E-06 6 2 EXIST- RAISER- MEDIAN - x jf, V Ev _ Y tV N 257' TO 5 1 2 -S-�3 11 3 X-WALK 4 R73-5(CA) _ _ �:_-_ - 1 5 E 06 9 3 4-N-0722+00 3-N-917 - __.. �� 6 2 2 -W-02 10 2 ----�� 17+00 1-5-03 2_S 20+ -UJ �7 21 + _ — �. - 01-N-077 1 2 -N-07 15 3 03 0 2-N ' 07 20' t5' to' S' o' zo' 40' o 2 2 -S-08 16 4 _.. GRAPHIC SCALE: 1'-20' -_ . ( ) 4 �_ 8 1 4-W-02 13 3 R73-2 CA � _- _ _. ___.___ _ _- - _ _ _._ _. r__ 257' TO 4. M 2 2 -E -06 14 2 - N EXIST RAISED MEDIAN X-WALK � � _ _ 9* 1 EVP 06 EVP 3 - _ _cli 08 rf - 2 EVP 02 EVP 4 N t° 03,08 3 AVENUE 10* 1 EVP 03 & 08 EVP 5 _ I __ _ ___ 2 EVP 04 & 07 EVP 6 - 08"ql M 3-S-08 6 w DETECTOR RACK #2 Q 1 3-N-04 20 2 ft3-4 ' - q. � w� =. w - = 2 3-N-07 23 1 6 _ . . 1 3-S-08 24 2 r 07 02 3 8 2 3-E -06 22 2 08 08 ,. � P .. _ ___ _ — -- — 3 1 4-N-07 31 3 2R 0192 w 1�2 ;` 02 w * EVP DISCRIMINATOR F r , c r 1 1/2"C, 1-DLC 3 I 1 0 CONSTRUCTION NOTES THIS SHEET: 04 61 2 . O � S � C� FOR GENERAL NOTES AND DETAILS, SEE SHEET 1 OF 2. ; 3 O C3 FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 CONTROLLER ASSEMBLY WITH DETECTOR SENSORS, AND AUXILLARY EQUIPMENT MOUNT AT 17' 06 IN TYPE *R* CABINET WITH CLARY BATTERY BACKUP SYSTEM. CONSTRUCT FOUNDATION AND PAD (APPROX. 6'X18') PER TYPE "R" CABINET FOUNDATION AND PAD DETAIL, SHEET 1 OF 2. SEE SPECIAL PROVISIONS. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. t w PLAN CODE G 6 w �, 1 1/2"c, 1-DLC TS-2 Ln 2 FURNISH AND INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: I W N o ONE 5OA-IP (METERED SIGNALS) TWO 30A-IP (UNMETERED LIGHTING) AND ONE 15A-IP (METERED IISNS). ' 4 .' li � Q SEE SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. AQDRE55= 95 l0 t4xvcFti% Awl e U oe I 0 w MAST MP TAI ON F o F31FURNISH AND INSTALL SINGLE INPUT EVP OPTICAL DETECTOR ON SIGNAL AS AR PER DETAIL 0 E 0 2 I 36 5' ' PHASES SHALL BE AS SHOWN ON PLAN. s SERVICE ADDRESSES GTI " � NO. DATE ACCEPTED 14' 13' 10' 10' 12' 14' i �4 FURNISH AND INSTALL SIGN AS NOTED. SIGNAL - CITY OF RANCHO C U C A M 0 N G A z LIGHTING - o F51 FURNISH AND INSTALL 2 INCH SCHEDULE 80 PVC CONDUIT AND 24 STRAND, SINGLE MODE FIBER OPTIC CABLE TO CONTROLLER CABINET AT 8TH STREET (APPROX. 1,500 FEET CL TO CL). INSTALL No.6 PULL BOXES AT 600 FEET APART WITH 45 DEGREE SWEEPS AND AS INDICATED ON THE SPECIAL PROVISIONS. lox/ ! 1 TRAFFIC SIGNAL PLAN J w w � HAVENPARK o neCONTRACTOR SHALL CONTACT SCE FOR REMOVAL OF EXISTING STREET LIGHT. TENTATIVE PARCEL MAP N0. 17303 3 EXIST RAISED MEDIAN HAVEN AVENUE AND Q TRADEMARK STREET : Q APPROVED BY: DATE: - _ ,• - .,.. -• V -- r-'_� -" - .,A . .,,. »=:kyr �<.�y,,,`E rr�-x...�..�<�F`-vF:.�:...s:_`}.'"". _c..- ., y .....�:#. -.a -<....: ,a>�...-.., w •Y� r. a u'L, :.� - ^�z.+ .. .,. ..::.;.. -...;. _..� - �� U IMPORTANT NOTICEN.UNDERGR�OJN[ `-STfUCTURES ' _ - _. I 1 A. �! CITY ENGINEER R.C.E. 24953 SECTION 4216-4217 OF THE GOVERNMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOS);SHOWN QQtty� e �� DESIGN RECO MENDED 00 CODE REQUIRES A Dla ALERT IDENTIFICATION RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EX T;"OWNER BY ACGEYII ti y 1.1 . ' N U M B R BE ISSUED B F*O R E A THESE PLANS OR PROCEEDING WI1H IMPROVEMENTS PURSUANT THERETO A 10 ASLIML�LIABNJTY AND TSS '','; '"' N0. g7' ,�.� GT � O PERMIT TO EXCAVATE' WILL BE VALID HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIS OF UNDEE}CROUND U TIESn _ NOTE. DRAWN CONSULTING SHEET O FOR YOUR 010 ALERT ID NUMBER CALL OR STRUCTURES NOT REPORTED TO THE UNDERS04ED: NOT INDICATED ON THE P RECT EX WINE THE l� UNDERGROUND SERVICE ALERT CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES In PR UTILITIE ORSTRUC RES r{ _. ' TOLL FREEK 1-800-422-4133 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IF BE THE CONTRACTOR'S ; �� 14725 ON P RKWAY Q SPECIAL PROVISIONS FOR THIS WORK TWO WORKING DAYS BEFORE YOU 010. RESPONSIBIUTY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK 5' 36' ' "06 l' M`'��� GT IRVIN C MORN 92 -2027 2 OF 2 Q ARE ON FILE IN THE OFFICE OF THE , CA1. 949.472. Ax 94 . 7 o7-�W MF.Com o CHECKED ' J� DRAWING N0. CITY ENGINEER AND SHALL BE USED. os nz. a e EE- . r3S753S -GATE .. .• _, ._ .... -, .. .. .. ,. ., _'32, s .. .. as: ... .. x ..... _ .-- _ e i+' - %�,i:� a;�!_.'ate' "y'"z"' ... _ _ D ETAI L „A„ SIGNING & STRIPING GENERAL NOTES. R4-7, OM1 -3, R6-1(RT) 1 A. STRIPING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA O (PER DETAIL B) SUPPLEMENT (MAY, 2004), CALTRANS STANDARD PLANS (JULY 2002), CITY OF RANCHO CUCAMONGA STANDARDS AND REQUIREMENTS (LATEST EDITION), THESE PLANS AND THE SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A20 (A—D) & A-24 (A—E) FOR STRIPING DETAILS, INCLUDING INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. CONTRACTOR SHALL FURNISH �, r AND INSTALL ALL TRAFFIC SIGNS, SIGN POSTS, STRIPING RAISED PAVEMENT MARKERS, AND ALL OTHER EQUIPMENT AND HARDWARE IN ACCORDANCE TO THE SPECIAL PROVISIONS. ul B. THE CONTRACTOR SHALL INSTALL BLUE RAISED PAVEMENT MARKER ADJACENT TO ALL FIRE HYDRANT WITHIN THE PROJECT UMITS IN ACCORDANCE TO THE CITY OF RANCHO CUCAMONGA STANDARD PLAN 134. 1 1 C. ALL PAINTED TRAFFIC STRIPES SHALL BE INSTALLED WITH TWO (2) COATS OF PAINT. THE SECOND COAT OF PAINT SHALL BE APPLIED BETWEEN 7 AND 14 DAYS AFTER THE FIRST COAT. D. ALL NEW STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY INSPECTOR PRIOR TO PAINTING. E. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCIUNG WITHIN THE PERIMETER OF THE CONSTRUCTION AREA WILL BE RESTORED TO UKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY ENGINEER. F. CONTRACTOR SHALL REMOVE CONFLICTING TRAFFICSTRIPES AND PAVEMENT MARKINGS BY WET SANDBLASTING. CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKERS. DETAIL "B" G. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION, NEW SIGNS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA. EXACT LOCATION OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER. H. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF RANCHO CUCAMONGA. TELESPAR---_,. R4-7 (24"X30") WITH HIGH INTENSITY SIGN R+1 FT. I, ALL PAVEMENT MARKINGS SHALL MATCH CITY STENCILS. 2(0 REFLECTIVE SHEETING ol o 1' OM 2-1 H * SIDE OF POST `n REFLECTORIZED AS DIRECTED IN BACKGROUND OR O00 WITH NINE (9) 3' MIN. THE FIELD : REFLECTORS RADIUS s SIGNING & STRIPING LEGEND AND CONSTRUCTION NOTES: NON SCALE FACE OF CURB FE EXISTING TO REMAIN. SIGN PLACEMENT S REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE) T RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING RAISED PAVEMENT MARKERS AND WITHIN INTERSECTION DEFINED BY NEW CROSSWALKS AND LIMIT LINE. X-WALK - DETAIL "C" OINSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. PM INSTALL PAVEMENT MARKING OR ARROW AS NOTED. Q ANGLE POINT A/2 10' 12' a b PROPOSED SIGN (ONE POST) m E- PROPOSED SIGN (TWO POST) 1 N (TYP.) EXISTING SIGN (ONE POST) PLAN CODE 12" PD1 EXISTING SIGN (TWO POST) UNLESS N OTHERWISE SNS STREET NAME SIGN NOTED NOT TO SCALE O 1 1 q 'I (TM) EXISTING SIGNS INSTALLED PER CALTRANS TRAFFIC SIGN CODE (1990) I NO. DATE a' ACCEPTED N CITY OF RANCHO CUCAMONGA SIGNING AND STRIPING NOTES AND DETAILS HAVENPARK .;QST TENTATIVE PARCEL MAP NO. 17303 a a HAVEN AVENUE AND TRADEMARK STREET ool APPROVED BY: DATE- 6'O6 1Q q�f��'! CITY ENGINEER �� R.C.E. 24953 v O i DESIGNRECOMAO� �ND T8 *' No. 57535 V. `1Z-31-01 `�' DRAWN CONSULTING SHEET p ` • 14725 ALTON PARKWAY 'r ff m� Qa TB 000 IRVINE AZIF NI 92618.2027 6 OF 8 ;q . - EAS-1� CHECKED 949.472. FAQ 9 7.8007 www.RBF.com DRAWING N0. ` cao / �l2od 2/22 -s CA O A. ORT z R.C.E. 57535 DATE _ SEE SHEET PD-3 MATCHLINE STA 14+50 I I s, q, G93(CA) P)4' I 'I E R26(S)(CA) I , I ' I "BIKE LANE HAVEN AVENUE "H" MARKERS ON RAISED I MEDIAN E RL D3 (FOURTH TYPE IV (RT) 4" SKIP WHITE LANE I �' i � ,!' � i PM dt ARROW" LINE (PAINT) I PROPOSED CURB STREET) 8" WHITE CHANNEUZING PM (Np•) PM "SIGNAL AHEAD" PM TYPE IV (RT) UN SITE �HANNEUZ{NG IS 1318-1(CA))(RT) & GUTTER T ® 0 SPA TNG TYPE IV (LT) PM I M ;o =- + - ( •) 2 TOTAL R26(S)(CA) NpE I ® 150' IS W74(CA)(LT) ( '') N �� .- fS W4- PM SPACING (TYP.) I R1-1 RP IS R18-1(CA)(RT) '" ' `� R35 TYPE IV (LT) R26(2S)(CA) 91 ;i ? j IS R18-1(CA)(RT) RS G93(CA) PM I IS !I RP R14-1 R81B6((CAA) ( •) 4 TOTAL RS R26(S)(CA) R3-2 IS R18-1(CA)(RT) IS W3-3 WHITE BIKE LANE ;, I (I; I IS LI (PAINT) D11-1 378 I i / Rp JOIN CURB E � R , 14 180 - 14 12" MITE RP - --, 13' 11 100 (TYP.) �, ,6 1, (12') _.._ _ 1 _ RP , - - 12' 12' Q (12�)s+oo - lotoo .�' 1114- 180' 12+00(2') 13+00 00 �s+oo 1e+00 »+oo �s �� (10) - 0 - - - - - - - - I— - - _-(20' z , - I . .... ... ♦ ....._ wn+...c n�«;...m......+r..«-:r.r..«. +uv_. ..wnuvew.w.........nw..sau.w....«.m..w.w».u..a.....w»+M..aw.__.,......w.,-_......,«........,._.....�.«..._..... _.____......_. _......,- _.._.._.._.>..._.......,.a.�..._�_.....__..._.__._ . 11 (12') (4�) 52 , 12 WHITE - - PM 4') , (1 14 10 - 14 a,� -.,.L . ....a.. . SIGNING & STRIPING LEGEND E I IS DETAIL L "B" _I - SPECIALF :4 AND CONSTRUCTION NOTES: / E 4" SKIP WHITE LANE R6-1 IS SPECIAL DOUBLE YELLOW E "NO TRUCK OR E "EPICENTER" SPECIAL E TRAILER PARKING" E "BUS" (PAINT) EXISTING MEDIAN CURB EPICENTER E " " is W3-38LSIGNAL " TREE CITY W11-2 E �,, E R18--1(TM) " AHEAD �E EXISTING TO REMAIN. W80(TM) I f 4 SOLID WHITE UNE EXISTING EDGE OF PAVEMENT 0 SPACIN \ i E R4-7 R6-1(RT) RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) � ^ ;� ^ � , ^ �;� ^ I AS NOTED. M (V M � :-- O j N � .— i t0 W4-3 E ' r r r + � r r r [ .., ,.� .. IS FURNISH AND INSTALL SIGN(S) AND POST IF APPLICABLE C O RL RELOCATE EXISTING SIGN(S) TO NEW POST IF APPLICABLE � MATCHLINE SEE SHEET PD-3 � -�, ( ) ' o AS NOTED. law /r�� FOURTH STREET 22 18 Q I 8" WHITE CHANNEUZING ( W RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND UN (PAINT) 4" SKIP WHITE LANE 8" -� ? � _ U INT WHITE CHANNEUZING a -� ! HAVEN AVENUE MARKINGS AS NOTED, INCLUDING RAISED PAVEMENT ® R18-1(CA)(RT) IS (PAINT I I WITHIN INTERSECTION DEFINED BY NEW CROSSWALKS AND LIMIT LINE. R26 S 1 CA RS DOUBLE YELLOW I I l ' ALL CROSSWA S TO BCENTER UNE(160' ` TYPE IV (RT) PM p11( 1 ) I ;� o .R Q INSTALLED AS qR OF Is R18-1(CA)(RT) ( 1 INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, (TYP IS TYPE IV (LT) TRAFFIC SIGMA Iw TALOON. �..// INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. R26(S)(CA) ii. t JOIN EXISTING RS R18-1(TM) "SIGNAL AHEAD" R1-1 ( ') PM S IPING R18-1 CA RT R3-2 IS R1-1 RS �'�' DOUBLE YELLOW i 4 i DIAN I OLID WHITE LINE , E6-1 RT it ( )( ) IS PM 0 S ACING 8-1(CA)(RT) IS �i IS 20(5)��A) R26i CA E ( ) E R26(S)(CA) PM INSTALL PAVEMENT MARKING OR ARROW AS NOTED. _ . _ ( ) R18-1(TM) RS (30,) 0 ANGLE POINT " " SNS RS RP I RS R26(CA) p TYPE IV (LT) g R26(S)(CA) E E R6-1 IS BUS RS , (TYp•) ; = E W3-3 IS R PROPOSED SIGN (ONE POST) - + DOUBLE YELLOW w _ _ PROPOSED SIGN (TWO POST) 13' _. ,._. ME _ 13' 100'--(TYP.) 13' (VAR.) 11' 11' 6T -- (11 , _ _ _ __ EXISTING SIGN (ONE POST) _:. (12) (12 ) '4 12' 12' (3' DETAIL " " PM 12' F.. .. _ _.... ._ _ 200 EXISTING SIGN WO POST) e r +b ,.� 21+00 22+oa- 10 _ (14') ( T 10 IT+� .. _ 10, 5 e , VAR. `e .� '_�. 2�+ � _ --• 24+00 _..... 2Si()0 IS DETA 10 RAS X10 L B;' - (14,) _ _ __.� ____ - _.� _____ ___.___� w �_w _ - ..._ __ __-. _�,____ -. _ _-- __ � - _- SNS STREET NAME SIGN 12� 100' TYP. RP RP (31) (13') PM TYPE IV (LT) (13') (13') t1� , • (11') _ 58' . 67 ( .) (11') (11') (TM) EXISTING SIGNS INSTALLED PER CALTRANS TRAFFIC SIGN CODE (1990) _ (14) 13m __. 1120, 'DET IL "B IS ) (VAR.) 14' - '� (VAR. ( ) �. 14' rRP Tf 10 TYPE IV (LT) _,... PM RP (TYP.) 2 TOTA! R18-1(CA) IS Rf t ..:_ / RP RP E LEj EXISTING MEDIAN CURB (RT) IS R26(S)(CA) ( ) \ / TYPE VI 0 100' E G93 CA TYPE IV RT in PM DOUBLE YELLOW RP MEDIAN ( - RS SlS .w.___.__ - _ PM SPACING (TYP.) R26(S)(CA) PLAN CODE (TYP.) 2 TOTAL • RS R26(S)(CA) nE r¢US" 0 R26(S)(CA) E �. -.. - " PD-2 SPECIAL i IS R18-1(CA)(RT) 8 WHITE I THANNEUZING "FIGHT CRIME" E I' LINE 8" WHITE CHANNEUZING '� o o i� 41 13 R1-�l � � JOIN EXISTING " (PAINT) I '"I I I TYPE VI 0 100 I PM "SIGNAL AHEAD" � 12 WHITE DIAGONALS R26(S)((CA) DETAIL "B" IS I l SPACING (TYP.) IS Pm 0 SPA IN N 28 SPACING TYP. PM RS R18-1(TM) o i PM TYPE IV (RT) W3_3 _s. �, i (TYP.) 2 TOTAL R18-1(CA)(RT) - 0 R26(S)(CA) � "`� IS R18 IS E R26(S)(CA) NO. DATE ACCEPTED IS W74(CA)(LT) 4" SKIP WHITE LANE h IS R26B(CA) _ --- _ CITY O F RANCHO C U C A M 0 N G A U (PAINT)100 JOIN EXJSTING r _ SIGNING AND STRIPING PLAN 37B 200 -- _ - TYPE IV (LT) TENTATIVE PARCEL MAP N0. 17303 a (TYP. 3 TOTAL '_ . t.... AVENUE A N D < _ HAVEN AVEN ONE TRADEMARK 8" MITE I THANNEUZING STREET �) RP �4 aa S j1 APPROVED BY: DATE/D R26(S)(CA) E t , CITY c��1 o ENGINEER R.C.E.RCE24953 DESIGN RE N �- C ENDED No. �73513-0b � TB _ � , 7 �, $�L 40' 30' 20' 10' 0' 40' 80' °� �' DRAWN CONSULTING SHEET ~ '- 4" SKIP WHITE LANE + 0 ' ,�G�11•`H UNE PAINT GRAPHIC SCALE: 1~=4�' 1' M�- TO 14723 TON PARKWAY ' 8 j M�w ��► IRVINE IF NI 92618-2027 OF �A�� 949.472. F �4 , 07 �rww.RBF.com TRADEMARK STREET CHECKED DRAWING N0. 'a CAO (/ yllo� 2122 -� S ORTIZ R.0-E. 57535 GATE Z FOURTH STREET ' : , , . E CENTER AVENUE ! c� i V— ! v— : Jb f ils f r 12' WHITE dt OUBLE YELLOW E W — j E CENTER LINE(278 ui "STOP' PM �f t F � t (20') _- I •N, 4. (14') : (18 -v t i tc' 20 - (12)r ti I i i I c�4�) 0' — -- RKSTREET w — i. RSR26(CA) R ui r R28(CA) IS R28(CA) R28(CA) IS 1i RP j- r , c ' � {• ^ ^ ? E �40 + ! R26(S)(CA) ; , ; , E R18-1( A T) R26(CA) IS ; — ENTERPRISE STREET .. .. R26(S)�C E R1 1 cq \RP DOUBLE YELLOW R �i DOUBLE YELLOW 8' WHITE CHANNELIZINGCENTER , I •— (PAINT) m , _ LINE r DOUBLE YELLOW j DOUBLE YELLOW ? E I T r i _ f f E I! ` is R18-1(CA)(RT) CENTER 80' '"` \ E R28(CA) 7 ,� E R1-1 Lu R26(CA) I � is li 'max � � ,.,� f i{ !S R26(S)(CA) \ � / jr IS R 8 S CA RP W3-1 \ _ �� I c )( ) ;# I R26(CA) IS DOUBLE YELLOW ry0 , KK -' 0• I f� ( ) N _ x _ RP I ` E R26 CM ,� 1 !S' IR26(S)(CA) CENTER c W ? . ti � DOUBLE LLOW I I + �• 1 EI R28(CA) 8'A� \ y EN I -. _ oo R26(CA - 12'__ �iITE_� � ` I 'STOP AHEAD" 'STOP" r-I1PM 5 5 ACI R2 IS 19f 00 II I 8(CA) Lu LU \• N 12 WHITE & I . "STOP" PM W DOUBLE YELLOW 20+oo y N 21+00 22+00 'moi p� h E TE $ , kyr '�� M TYPE IV (LT) �rr 1 I I I I 39A 200' R26(CA) IS 'a 1 - cQi — (TYP.) E R26(CA) I i ui RS R26(CA) X I r i �� pl �l ' � R28(CA) !S R26(CA) !S R26(CA) IS RP _-� i �S. R26(S)(CA) 4" SKIP WHITE LANE � _ I INT "STOP AHEAD" PM R1-1 E `t. i r r r l h I 0 50 SPACING SNS E 1 00 o iv j j COMMERCE CENTER DRIVE , 8 WHITE CHANNElJZIN O I I �► RP I W3-3 (PAINT) ( ) IS i �� I � R28 CA fI IS W4-2, R26(S)(CA) DOUBLE YELLOW I t g \ { RS R28(CA) \ CENTERQg3NI i I IS W3-1 "SIGNAL AHEAD" PM �- IS R26(S)(CA) 37B 550' 1 0 SPA ING ( I I t I 1 a , f ii DOUBLE YELLOW MATCHLINE SEE SHEET PD-2 r E TE 5 s�� i ti. SIGNING & STRIPING LEGEND AND CONSTRUCTION NOTES. ' I1 8' WHITE BIKE LANE0. U INT R26(CA) IS ` FE EXISTING TO REMAIN. m I ` RP \ '. DOUBLE YELLOW RS REMOVE AND SALVAGE SIGN AND POST (IF APPUCABLE) AS NOTED. } E TE 87 O SEE LOWER LEFT X � . PM TYPE I ® 150 MATCHLINE STA i2+2S ` $ IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPUCABLE) ^ 0 R I S CIN I I � �I ,! � I � t I I E RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPUCABLE) AS NOTED. i I oM Is W3-. 3 rF� PLAN CODE f' I ' R26S)(CA) I I ` , RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING A � 1 � _ O RAISED PAVEMENT MARKERS AND WITHIN INT PD-3 KIP WHITE LANE �O INTERSECTION DEFINED BY NEW CROSSWALKS AND LIMIT LINE. $ 1Z, jI , I '� I RLI (PAINT) # INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION w33— RS &&(CA) ,�Q• OF RAISED PAVEMENT MARKERS. " WHITE BIKE LANE s + ' PM INSTALL PAVEMENT MARKING OR ARROW AS NOTED. N ( ; LIE INT �` CATY • R26(CA) !S NO. DATE ACCEPTED 0 I ! M $ I "SIGNAL AHEAD= N `� I RP 'tG Q' 4 ?; '' I I PM AIG I s v v I t` O ANGLE POINT CITY OF RANCHO CU CAM ON GA i IS R2-1(50), R26(S)(CA) m 4 SKIP WHITE LANE p PROPOSED SIGN (ONE POST) SIGNING AND STRIPING PLAN E ! 1 ` INT y ; 50 50 _ HAVENPARK R i!pRS R2-1 50 PROPOSED SIGN (TWO POST) i IS W74(CA)(LT) I k j` ( ) ' I — TENTATIVE PARCEL MAP N0. 17303 a I` I COMMERCE CENTER DRIVE 3 8" WHITE BIKE LANE I � � � � � EXISTING SIGN (ONE POST) � II >. AND TRADEMARK STREET li I I T RICA? R II �' PM 50 Rr I1 IS R264S CA) EXISTING SIGN (TWO POST) APPROVED BY: DATE: l10, t t )� ) SdJp lllf $ Q N : ;I E ; ; , I ' CITY ENGINEER R.C.E. 24953 + ,s,, I'° ,,, �1 O A. 0 DESIGN RECORMNDED V SNS STREET NAME SIGN c N s TB "� No 57535 V i I RS R48(CA) ;•I „( �, C li 1 R28(S)(CA) �' '' I( N Exp. 12-31-07`/ V s i I, 4V CONSULTING Q '', I'' (TM) EXISTING SIGNS INSTALLED PER CALTRANS TRAFFIC SIGN CODE (1990) : DRAWN 14723 ALT N PARKWAY SHEET .- MATCHLINE STA 12+25 ti 8 a IA 618-2027 i SEE UPPER RIGHT � i 1 i�� � E 40' 30' 20' 10' 0' 40' 80' fr7 � E� TB IRVINE, � MATCHLINE STA 14+60 CA1.1 CHECKED 949.472.3 / 80 www.RBF.com DRAWING N0. SEE SHEET PD-2 GRAPHIC SCALE: 1" 40' CAO X11-p 21 ,22 -3 ARLOS ORnz R.C.E. 57535 DATE a a a a 12 48 48 12 f UUUSu"HE"' ULE � N U I N NO" TES THI AWG CIRCUIT 1 �, 012, kl2N POLE A EXIST 1"C, 6 PR #19 SIC �f ,, 1 EXISTING 16-CHANNEL TYPE 90 CONTROLLER ASSEMBLY IN TYPE P CABINET WITH BATTERY BACK-UP SYSTEM. 1 1 1 TO CONTROLLER CABINET POLE B 1 1 1 1 AT CENTER AVENUE I' EXISTING TYPE III-BF SERVICE. POLE C 3 RELOCATE POLE AND EQUIPMENT COMPLETE TO NEW LOCATION SHOWN. REMOVE ENTIRE FOUNDATION. POLED Q , 20' t 5' iQ' 5' Q' 2D' 4Q' a i15 i t 1 iUJI 1 , POLE E 1 1 1 1 1 1 1 /9 f x f. f 4 REPLACE EXISTING PULL BOX WITH NEW No. 6 PULL BOX. POLE F GRAPHIC SCALE: 1 ss=20' � 1 1 1 1 1 f 5 PULLOUT EXISTING DLC AND REPULL INTO NEW CONDUIT. POLE G 1 1 1 1 1 EXIST 1"C, 1-DLG, 1-SIC C POLE H 2 2 2 i 6 REPLACE EXISTING PEDESTRIAN PUSH BUTTON NTH NEW ADA TYPE. SEE SPECIAL PROVISIONS. POLE I LOOPS SC i 20' 13' 110' 1 ' ,4' 13' 13' 13' POLE J 1 1 AA IL IL t { POLE K 1 1 ,� 0 i 1 /9\ 4 { ,, TOTAL 1 2 2 4 4 7 7 3 3 2 1 UK �.,� =i{ _ _ _ �, 1 c ill POLE A 1 1 1 1 1 1 EXIST 2"C & 2 #10(LTG}, 2 #12(IISNS) _ + /i s �-- C, POLE B 1 1 1 1 1 1 1 1 EXIST 2"C, 2 #6 (SIGNAL) 1 / •} I POLE C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,t�,� � .-., �.. 4 1 , RS IMPORTANT NOTICE (�` POLE Dzi �x �.t i� ``''/ °'"' i 1 _-L-- _. .,} _ SECTION 4216-4217 OF THE GOVERNMENT `✓ 1 1 1 1 I`- " �� I- r; ` '�'� SC LOOPS CODE REQUIRES A DIG ALERT IDENTIFICATION POLE E 04P :, �� 1 1 1 1 1 1 1 1 1 1 1 1 1 _ ? <� (� ; _��f, '` SC LOOPS !`DUMBER BE ISSUED BEFORE A ( ° P �a 'PERMIT TO EXCAVATE" WILL BE VALID C _ ,, , 2 C, 1-DLC RO p ��/ , � FOR YOUR DIG ALERT ID NUMBER CALL. 1 1 1 1 1 :a �� o6,x? .-., �/ �,�t' ' UNIaERGROUNC? SERVICE ALERT POLE F 1 1 1 1 1 EXIST 2 C, 3 #6 (SERVICE) �. '�' r^� 1 103 08 I TOLL. FREE 1-800-422-4133 PULE G 1 1 1 1 1 1 1 1 Y 0fi 1-. .i �� .� �� .-� t� 4 �pPf f U TWO WORKING DAYS BEFORE YOU DIG, /fit sp(PP#4042696E) 7 : --------- POLE H I ' 1 1 1 POLE Ico , . I 8 POLE J 1 1 — C 1 1 N as - _ t. .. r..._... .. _,. _. . �.. . S POLE K 1 1 ' Sic AB �, RC Z C �.`' LOOPS _ �,� i �__ 6 t . TOTAL 2 3 3 4 5 6 8 8 3 2 2 1 ( ~ 1 2 2 3 4 4 5 5 3 2 2 1 I f AB EXIST EVP4 ' � t EXIST EVP2 � 2 , #10 LUMINAIRE 2 2 2 2 2 2 2 2 2 2 1 EXIST R73-5(CA) k . _ x ' IMAX. HAVEI '_ - , -� LEFT TURN LANE #12 IISNS 2 2 2 2 2 2 2 2 2 2 t ,2 3 LOOPS AB ,4 , 3 ti H 10 of 2 3 3 3 3 _ 320'111301W- r 2 LOOPS AB `` 1 3 2 2 2 2 2 2 " I LIMIT LINE x—WALK �. 10' �559 05 - DET. -�► 1 { r r 04 11 1 N `, r<.i F`�rr 1 10 (�0 � 11 11 +�0 a � � 14� LOOP `� � ' 9+ _ _ LOOP DETECTOR INSTALLATION DETAIL 5 2 2 2 �' � 1� r CABLE � ._ _ _ r _ — „ -- --F-� 9S 3 3 3 3 t� _� ra Q o a r "l 3/ f—� �� �c'" 1 EXIST R73 5(CA) 1 1 t 91 r ' 7 2 2 1131 15 , 1 f " k _.. *�-- --, I ,• ., 08 3 3 3 3 3 3 3 ,.-., 05 I ... .... .. . .. . 1101 260 TO Q . TOTAL — 5 5 10 10 10 9 5 -- i1 1 A r X-WALK �< ;EXIST R73-5(CA)- 5 J20 EVP CABLE 1 1 1 2 2 2 3 3 1 1 1 �-�� k �2 � CONDUIT SIZE 2" 3" 3" 3» 3" 3'1 3n 3" 3» 3" 39' 3 t10�� '� i18�a 2 1 a L CSC = CONDUCTOR SIGNAL CABLE -. 1� AVENUELO �2 _. UNDERGROUND STRUCTURES L10�� � "'` t �'"�� t EXIST EVP1 ` � .�=�r.�_ r�m �.�_ i REUSE EXISTING CONDUIT & CONDUCTORS THROUGHOUT UNLESS NOTED: f+R} = NEW i1�r r� + f -2 r ' .. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE `` r!' RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING I -•�.C. THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO 11 i I C EXIST R73-5(CA/} ` '' j f HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES 11 © 1 11 .I,,,/` OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE _. IRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES u I ;' EXIST EVP 3 < cONTRAcroR IS REQu I '' r"`. "��--.,� SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S GES �R AL N OTE THIS SHEET*� ' RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 202 TSP00 1* ALL OK AND MATERIALS SHALL CONFORM TO CALTRANS JULY 2004 STANDARD PLANS AND $2P ,�' 7 11 SECTION 86 OF THECALTRANS JULY 1999 STANDARD SPECIFICATIONS, 2003 MANUAL ON i X57 ��� 1° 2 ` EXIST 2"C TELEPHONE UNIFORM TRAFFIC CONTROL DEVICES( UTCD), 2003 MUTCD CALIFORNIA SUPPLEMENT AND CITY EXIST 1 1/2 C, 1—DLC , /.. �-� PCIS- _ G yJ_� �44 07 ' t 1 OF ONTARIO SPECIAL PROVISIONS FOR TRAFFIC SIGNALS. r _ 0413m t` 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH --- f--► {�14 LI, .-� �-- r 1 , 8 1 r 4, C fV1 w 1 8 / THIS SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES `�'��,, -r � _ -�- r 3 /,-ca RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, ETHER OR NOT SUCH �., a �`-� �-- .� r r-�� ry FACILITIES ARE SHOWN ON THESE PLANS. - = - __L_ ___�--�-r � -r �;i:_ 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT �-�'� �" ' 8 MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF E f _ �'"` �1 ��®� t $ 1 t2 ; CHE LE LE WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS 1 POLE DATA SIGNAL ARM H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION AND THE SPECIAL PROVISIONS. IISNS No TYPE HEIGHT MA F DIST MA WATTS VEH MA PED PHASE POLE QUAD A B MESSAGE 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR => t � A 29A-5-80 35' 50' 18' 15' 400 SV-1-T 2-MAS SP-1-T 6 EAST EXIST EXIST HavenAVE EXIST 3"C, 1-DLC, 1-SIC 9600 PUBLIC WORKS CONSTRUCTION. 15' 30' - - 15'' 250 _ _ - SP-1-T' 8 ' SOUTH 14' 3' - 5° STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN i C 15' t , SV 2 UM St IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR i ( 29A-5-80 35 55 12 15 400 SV-1-T 3-MAS SP-1-T 8 SOUTH EXIST EXIST Fourth SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133, 48 HOURS MINIMUM) IN ADVANCE OF ANY I EXIST 1"C, 1-DLC @ PPB POST 3'-7� - - - - -- - - 8 SOUTH EXIST EXIST - m CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. co 13' 12' 13' 4' i 11' 10' 12' 11' 16' ,� 15 30 - - 15' 250 SV-2-TA - SP-1-T 2 ST EXIST EXIST - 6. ALL OBSTRUCTIONS WITHIN TIME AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION _ F 29A-5-80 35' S5' 25' o OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS i } 12 15 400 SV-1-T 3-MAS SP-1-T 2 WEST EXIST EXIST Haven 1000 N oma, REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ►, �'� F G - - 15 250 -. SP- 1-T 3"C' 1-SIC , O 15 30 250 SV-2-T SP 1-T 4 NOR EXIST EXIST - a 7. IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR _ SV-1-T 33 20 15 - - - SV-1-T MAS SP 1—T NORTH EXIST EXIST - CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STA DIVISION OF INDUSTRIAL SAFETY. �, o ;e PPB POST 3P-7" - - - - - - - 4 NORTH EXIST EXIST -- o 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITIES OF ONTARIO AND RANCHO CUCAMONGA. ., 1 i11 "� I 29A-5-80 35' 50' 15' 15' 400 SV-1-UM 3-MAS SP-1 4 NORTH EXIST EXIST 4th street Q 9. E CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT FROM THE CITIES OF ONTARIO AND RANCHO CUCAMONGA A MINIMUM OF 14 11 f ,�i =� o F 3 TWO WORKING DAYS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO y' x K 15 30 - - 15 250 SV-2-UM - SP-1-T 6 EAST EXIST EXIST - SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. l xE 10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF ■ ALL EQUIPMENT EXISTING UNLESS NOTED: �•} = RELOCATE �c SEE CALTRANS STD. ES-4C THE SOUTHERN CALIFORNIA EDISON COMPANY. 11. OBTAIN APPROVAL FOR EXACT EQUIPMENT, POLE, AND DETECTOR LOCATIONS PRIOR TO FINAL PLACEMENT. �' 12. ALL PULL BOXES ADJACENT TO MASTARM POLES, OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE #6. } ALL OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN. z 13. DETECTOR LOOPS SHALL BE SPLICED IN SERIES. PHYSICALLY ADJACENT DETECTOR LOOPS SHALL BE WOUNDcn` WITH OPPOSITE ROTATION. ROTATION REVERSAL MAY BE ACCOMPLISHED AT THE PULL BOX BY REVERSING THE EXIST 3"C, 12 PR #19 SIC ( 1 68 : 48 12' LEADS. TO CONTROLLER CABINET C"NITY -' RAN� IL A 14. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE A ICA AVENUE �- ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE NO. 99 ON THE WEST r SIDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET. J APPROVED BY (2� 24953 � 1 . CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER O DEVELOPER FROM RESPONSIBILITY FOR TY ENGINEER C.E, No. ATE THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY PLAN CODE INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. a v REVISIONS GT DESIGNED BY Q4ESS1 `— MARK DATE BY APPROVED/RCE NO. AUGUST 2006 PLANNING DESIGN c❑NsrRucr'®N 1�Q° A. 00 DATE UM T A +`g�4� l3,Q®l f� SHEET OF DRAWN �Y GT ' z7 Na. 57 ENGIN =' U� N = - OW" NAL M0`DlFlj`ATl'N CONTRACT o DATE AUGUST 2006 RECOMMENDED BY ' FAX ' ' Exp.12-31-07CARLO _ ` TRAFFIC ENGINEER C.E. No. DATE * ® ° HAVEN AVENUE AND FOURTH STREET ACCOUNT Q CHECKED BY CARLOS A. ORTIZ APPROVED BY CONSULTING ff���` EXP, t-� DATE AUGUST 2006 CITY ENGINEER C.E. No. DATE �� DWG` NO.