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HomeMy WebLinkAbout1498-S GENERAL NOTES * - IF X - 10 ' USE THESE DIMENSIONS O 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans 3 ' • and Standard Specifications dated July 1992, as shown on the plans and in the CASE i ;`� Special Provisions. "P« o CROSSWALK E.C .R 2. Traffic signs, stripes, markers and legends per CALTRANS Traffic Sign Specifi- DOUBLE YELLOW STRIPE STRIPE cations, Traffic Manual, Maintenance Manual, and Standard Specifications. Con- CAB . w form pavement legends to City stencils. Reflectorize all signs, stripes and • v "P" CAB . L OR MEDIAN CURB FACE OR legends. A. W -� LIMIT LINE p r, a cn _. _ _. —._ 3. Painting procedures for striping per Standard Specifications For Public Works 44 SIDE , . 2 ' 4E ;: Construction, 1991 Edition. SIDEWALK t ► • " .G eBe -OBE 4. Locate all substructures prior to construction. Hand dig foundations until clear of obstructions. Coordinate pole installations with overhead utility or PLAN SECTION 1Q ' * REFER TO PLAN FOR REMAINING LOOPS I 5 ' * C substructure owners. Phone Underground Service Alert and concerned utility .v companies 48 hours prior to construction. Location of utilities and substruc- tures 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 LEFT TLMN LANE 3@ * ¢ substructures shown, but other utilities or substructures that are not shown on these plans. , •d' WHITE TURNING LANE LIIJE--• 2 � X_6 � °D 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to CASE 2 ( final placement. Perform preliminary striping layout prior to loop detector o _ 2 POLE LOCATION CODE layout. ♦ H 6. Loop detectors shall be 6 foot by 6 foot, except as noted. Center loops in the ~riul. - A "P" L travelled portion of the lane, except as shown. P" CAB U) -C W CAB . X 10' 6 . (EXACT LOCATION BY ENGINEER IN THE FIELD) 7. Vehicle indications shall be 12% pullboxes No. 5 and conduit 2' rigid metal I except as shown. SIDEWALK • . • . 6. Electrical services shall be 120volt/240volt. Provide circuit breakers for SIDEWALK X-6 . signals (one 50 amp) , illuminated signs (one 15 amp) , and safety lighting (one DIqTDE TWU LANE30 amp per 1200 watts or portions thereof) . Coordinate service detail and PLAN SECTION _ 1' LANE LINE OR 8' TURNING LANE LINE---- I 2 scheduling well in advance of need. See service wiring detail hereon. I 9. The conductor schedule is furnished as an installation guideline only. It shall 3 ' be the Contractor 's responsibility to provide the correct conductors required CURB for tffe intended operation. N Z CAS_ E_ 3 i00 I 6 ' "P" CAB . EXIST . C & G " • 3 ' �, .• . • Li � t CAB . L ,, "' 8 " UC -6 " LC • SIDEWALK WSM TH1 LAIC I ' Lo , UTILITY COMPANIES TELE 10-i \ VARIES � � 5' NOS . T . ALL DIMENSIONS TO rLOF STRIPE T ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 PLAN SECTION GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 422-4133 PHONE - GENERAL TELEPHONE COMPANY (800) 422-4133 - PACIFIC TELEPHONE COMPANY (800) 422-4133 WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 TYPE " P " CABINET FOUNDATION AND OP DETECTOR PLACEMENT SEWER - CUCAMONGA COUNTY NATER DISTRICT (909) 987-2591 I . I . S . N . S . LEGEND DETAIL UNDERGROUND SERVICE ALERT - (800) 422-4133 PAD DETAIL REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS CITY OF RANCHO CUCAMONGA ONLY Nkn INDEX­_ OF SHEETS CK)TION cTMM MY K , W Uj 1 OF 4 TRAFFIC SIGNAL GENERAL ' UVE WITH METER o < < INFORMATION AND DETAILS 2 OF 4 TRAFFIC SIGNAL PLAN WT Etiwanda Ave . & Fourth St . am RANCHO CUCAMONGA 3 OF 4 SIGNING & STRIPING PLAN • Etiwanda Avenue MT 4 OF 4 SIGNING & STRIPING PLAN Fourth St ./San Bernardino Ave . it' s/ FOURTH STREET SAN BERNARDINO AVENUE Z%k W T. utsF Q�pF E S S/pHA W. ft IDA cc ONTARIO SAN BERNARDINO COUNTY ! No. 13493 A W � s � Exp. 3-31- 97 N W �f eiyl� lF Of C Al\FAQ INLAND EMPIRE BOULEVARD VALLEY BOULEVARD 120/240VAC iPH 3M 100 AMPS UTILITY LANDING LUGS 250MCM METER SOCKET 120V WITH TESTBLDCKS SERVICE DISCONI 100A 3P 240V 10KAIC CIRCUIT BREAKER INTERIOR, 120VAC METERED - SUB-BREAKERS AS INDICATED - 4 CIRCUIT BREAKER INTERIOR, 240VAC UNMETERED INTERSTATE DESCRIPTION OF REVISION DATE CITY SUB-BREAKERS AS INDICATED ACCEPTED PHOTOCELL SOCKET 1600VA FOR LIGHTS & SIGN "—"—' CITY OF RANCHO CUCAMONGA SPST TEST SWITCH FOR LIGHTS s SIGN ROUTE !0 CONTACTOR 30A 1P 120V COIL FOR LIGHTS & SIGN PHENOLIC NAMEPLATES PROVIDED AIRPORT DRIVE SLOVER AVENUE NEMA 3R ENCLOSURE TRAFFIC SIGNAL GENERAL INFORMATION AND DETAILS LIGHT BEIGE COLOR NO. 26521 FED. SPEC. 595 FONTANA DIRECTORY SAN BERNARDINO COUNTY ETIWANDA AVENUE 1-3 100/2 SERVICE DISCONNECT AND 4 15/1 SPARE 50/1 SIGNAL ACCEPT 0 §Y gOATY TRAFFIC NGINEER: 1 15/f PE CONTROL. FOURTH ST . /SAN BERNARDINO AVE . 1 L��,�,¢r >0 15,1 IISFlS fl 30/1 LIGHTS — TRAFFIC SIGNAL LOCATION �� ` �� FILo GolALE� -�� SATE — - � ACCEPTED BY: DATE: M.. 316" RCE 31694 CITY ENGINEER R.C .E. NO z� Ew 12-31-N CITY OF ONTARIO DE SI GN LAWF NCE cS . EIS NHAVIT RE CC>ktt.E N.'T D armL.LS.E. SERVICE WIRING LOCATION MAP n � CONSULTING ENGINEER DRAWN 90,6 Orange Tree Lane, Butte LOB SFS£ F I --� ACCEP ED CITY NGINEER: Reo]enOe. CaliforniaB2a�. , Y L.S.E. �F. SCALE.: 1 " 0 . 2� MI . , LEROY 6. BE_NIDE H DATE CHE CKE P CI o. _ -- - a—� r: h'Ct 3. 1Sf rt� t-.F; R.C.E. 1 X1'3 CONDUCTOR SCHEDULE PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE PLACE kE NT PED.A.N.6 RUNS R STANDARD PLACEDrwNNT VEH. SIGNAL MTG. 8PED. P.P.B. OR NO. IGNH.P.S. I.I.S.N.S. CIRCUIT . . . . . . 1 2 3 4 TYP S6 LUMINAIRE E I .N.�. LIM.M.�. E B C MAST ARM POLE MTG. ♦♦ ARROW D.L.C. 1 &1A 4 6 8 � T0 © � 00 � 0 Y CA) 29-5-80 50 ' 15' - 5' 3' MAS S - - - - f- 0 i VEHICLE 3 3 � /MA /MAS SV 1 UM 8 SP i CS 6 200W SEE BELOW 0 2 VEHICLE 1 3 3 3 3 411 1 C7 DB 15 - 15' 5' - 3' - SV-2-UM 6 SP-i-CS 8 —� 20OW - 0 3 VEHICLE 3 3 3 3 3 3 3 6 0 4 VEHICLE 3 3 3 6 V �__� DC 24-4-80 35' 15' - 5' 3' MAS/MAS SV-1-UM 2 SP-I-CS 8 f--- 20OW SEE BELOW 0 4 OVERLAP 2 2 2 4 �__�, ETIWANDA AVENUE DD 1-A - - 5' - 3' - TV-2-UM 8 SP-I-CS 2 ---► - - 0 5 VEHICLE 3 3 3 3 3 f-- 0 6 VEHICLE 3 3 3 3 3 6 I I CE) 24-4-80 35' 15' - 5' 3' MAS/MAS SV-1-T 4 SP-I-CS 2 f--- 20OW SEE BELOW 0 7 VEHICLE 3 3 3 - F i-A - - 5' - 3' - TV-2-UM 2 SP-1-CS 4 ---► - - #14 0 8 VEHICLE 3 3 3 3 3 3 0. VI I 0 2 PEDESI RIAN 2 2 2 2 G 26-4-80 45' 15' - 5' 3' MAS/MAS SV-1-UM 6 SP-I-CS 4 f--- 200W SEE BELOW 0 4 PEDESI RIAN 2 2 2 4 5 6 7 8 DETAIL NAM H 15 - 15' 5' - 3' - SV-2-T , SP-I-CS 6 —� 200W - 0 6 PEDESTRIAN 2 2 2 2 2 4 c 0 8 PEDESTRIAN 2 2 2 2 2 2 ~ `� 4c) 4E INSTALL SV MOUNTINGS PER DETAIL THIS SHEET. 02 P. P . B . 2 1 2 0 4 P . P . B 1 2 0 INTERNALLY I g C3 _ - _ LLUMINATED STREET NAME SIGN FACES CJ � � � 0 6 P. P . B . 1 1 1 f f 1 1 2 �_ P0, 0 8 P. P . B . 2 2 2 i 2 -., 60 � � POLE C POLE 6 _ o Ave. P . B . COMMON i 1 f f 1 1 1 2 v c�.v I A O 4e zs Etl �� Sm B � -� ♦-- 0 � A� fOI 'th St &0 E SPARES 3 3 3 3 3 3 3 6 �--• � � `\ FNBT FNBT TOTAL #14 15 24 1 40 32 28 22 3 65 - - U' v I I I I \ #12 I . I . S . N . S . - - 1 I I 2 2 2 2 2 2 2 \ (V \ LUMINAIRES 2 2 2 2 2 2 2 � i2 � 112, 1 11 ' I 1 14 POLE CO POLE O #10 SIGNAL COMMON 1 1 1 1 1 f 1 2 I I I I �\ \ POLE p Etiwanda E �" SM I {p ARFou h 9 &M E --� I I 'i TOTAL # 10 1 3 3 3 3 3 3 2 2 - � � � I I � \ FSBT FSBT \ I I ` G . F . C . I . GROUND 1 N #6 SIGNAL SERVICE 2 >a TOTAL #6 - - - - - - - - - 3 SCALE. to _ • 0 1 DETECIOR 20 2 2 2 2 2 0 2 DETECTOR 2 B I \ 0 3 DETECTOR 2 2 2 _ H 340 TO BCR 1 t 6 I I 0 4 DETECTOR 3 3 3 I I 8' 100 E V D - I - I 0 L 5 DE ECIOR 2 I I 1 0 6 DEIECIOR 3 3 3 3 3R/M O A O \ O . 0 7 DETECI R � � � I I39 08 DETECTOR �� 2 2 2 r 4• TOTAL D . L . C . 5 5 9 9 5 5 1 - 1Ea J OPIICOM CABLE i f - 2 _ _ _ _ _ _ _ -� I D — — fay �\ w STREET NAME SIGN CONDUIT SIZE 2 2 >� 3 3 21A2 >r z >n 2-3 2 2 - I � � � . . .. : : .�.. 2. � 1.5• c-1 0Lc � � CITY OF ONTARIO ONLY 4 I z " I � 1 4 DLC I LiJ ---- - -- w $ � g Li - Q EXISTING TRAFFIC SIGNALS w DETECTOR SENSOR TABLE Of 1. Remove and salvage all above ground traffic signal poles, mast arms, vehicle controller assembly, service equipment and other hardware. SENSOR LOOPS PER !_ I r signal heads, q NO. CHANNEL DETECTOR SENSOR 21-1 4 Deliver to a location in the City of Rancho Cucamonga to be determined at the 1 , - N - , • 1 M NC UCAMON A _ �-..i time of removal . 2 1 - S - 5 • 1 -q 7 .I I �I 2. Remove all pull boxes, traffic signal foundations and anchor bolts. Backfill 0NT C-07 _� -V '_` _fie C[ holes with compacted Class II Aggregate Base. 1 2 - N - I 3 I cc V-;r-7_L: I i i I r i I ' sEl L I 2 2 2 - N - 6 4 ~ ` ` - - 4 3 3. Abandon existing conduit runs and loop detectors. Remove and dispose existing 1 ) - N - 6 • 2 r -i r DETAIL z conductors 2-M-4 -� � I A , and detector lead-in cables . p� 3 2 ) - S - 2 • 2 i4 L- `- - Q - - - - - - I Z r A( w INSTALL POLE PLATE 4 1 2 S - 5 3 LL_ r­ 'i r-n I I Q 4 ' ATTACH TOP OF SV-2-T , r_ - TO POLE PLATE 2 2 - S - 2 4 I I I I I I I � � ' Boom 5 � I - � _ 2 3 - W - R DETAI ' ��N. I I 4 4 _ _ z 4 2 _ 1 I - E - 3 • 1 / t r < 6 2 ) - W - 7 • 1 — MI -RUN 2'C DLC ~. `.�` i =� _J // / t n®R) I _ 1.5' C-1 DLC ,o 1 2 - E 3 3 - A A I t 61 / � Y 2 2 - E - 8 4 06 I / i R/M � .� a. t t p H -- — s EF �i I 6 1 1 - E - 8 • 1 `_J I - I ! 5 / FIVE SECTION SIGNAL HEAD G I 2 I W 4 3 I I 1 2 - W - 7 3 O - W - 4 4 340' TO BCR l3 �� I I THREE SECTION SIGNAL HEAD 9 2 2 / I I � A OPTICOM 1 & 6 _ 3 r 10 I - B u / 1 B OPTICOM ICO 2 & 5 IL—J d CU I � A OPTICOM 8 & 3 B w 11 B OPTICOM 4 & 7 I - TERMINAL COMPARTMENT 1. Detector loop locations shall be appro- MAST-ARM MOUNTINO r- r- ved by the Engineer in the field prior CLAMP FOR I I I I to installation.lat ion. MODEL 522 OPTICAL DETECTOR �_J ��J U � _ _ I V 2 T MQUNTIN6 DETAIL 2. All detector units shall be dual channel, VAR i2 i ' 12 14 rack-mounted, inductive loop type confor- �• 25• / Ding to Detector Systems Model 222C or ' roved eual. 3. Detectors shown with a • shall be con- rte' rte' �E S . Apf S/0 netted to expanded detector controller �C' inputs. 4. Model 262 Discriminator. CONSTRUCTION NOTES k` 31M ,. a No. 13 3 prn R AT CIlY Ey. 1V 96 a Exp. 3-31-97 * DE.DESCRIPTION OF REVISION DATE Furnish and install 8 phase NEMA Type 690' controller assembly with detector = f ACCEPTED sensors and auxiliary equipment in a Type *PQ cabinet (see Special Provisions) . s � � ' rF pF �A� CITY OF RCUCAMONGA Exact location to be determined by the Engineer . See Sheet 01 - Case 03. © — Furnish and install TYPE III-BF Service Equipment Enclosure with one 50A-IP TRAFFIC SIGNAL PLAN circuit breaker for Metered signals. one 3OA-IP circuit breaker for unmetered N lighting and one 15A-IP circuit breaker for Metered I.I.S.N.S. See Special I `�' SAN BERNARDINO COUNTY ETIWANDA AVENUE Provisions. ETIWANDA AVENUE AND Underground Service Alert 3[� — Furnish and install Opticom Detectors on signal Mast arm per' detail this sheet. ACCEPTED BY COUNTY TRAFFIC ENGINEER: FOURTH ST . /SAN/SAN BERNARDINO AVE . Phases shall be as shown on the plan. - tfoRE ►'o FIL ER10 R . GO ZALEZ V DATE ACCEPTED BY: DATE: - G Call: TOLL FREE a — Install A73-3 sign (36'x360) per CALTRANS Standard ES-6T, Detail U. RCE 31694 CITY ENGINEER l-800 CITY OF ONTARIO DESIGNLAWnFNCE .S EISENHAtRT REco�,�scNc�Er, 422-4133 Q — Install 3' conduit 6 pull rope for SCE service conductors. L.S.E. CONSULTING ENGINEER NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ACCEPTED BY CITY ENGINEER: DRAWNL.S.E. Red TCalifornia 92374 SFiE2 TWO IW DAYS eeFow You bre �—� .�� /��� T ephone: (909) 793-9242 ON FILE IN THE CITY ENG I NEER S OFFICE CE(ECKED DRE,KIN G. LEROY D . J `L NDER DATE AM NCE S. S NHA. ,t R.C.E. 13493 Rib-2.i R26(B) Rib-2.1 R26(S) W74 R26(S) R26(S) (36'x36') (12'x18') F05 (36'x36') M41 (12'x18') (60'x60') (128x18') (12'x!8') Z TYPE 'L' MARKER 50' c-c FOURTH STREET 1P L P L P L L H 4 9 i 5 4 5 5 3 2 5 3 5 f 6 CC P P P P P T T P P T P T P P SCALE: i' - 40'CD , o 0 N H —4 .- X Low J T � N 2 N 7 �%+ 300' RIGHT TURN LANE 9R u U CC o cc 150POCKET 90' OPENING H-- CITY LIMIT 10 cc � l0 sQ N N ti ` .ti -__ --- ---___ _ . �- --_ . --_ - ---_ .. --_ —7 - .-----a-----_ SAN BERNAR INO COUNTY - i� D 14 1s se C\j120' 120' REVERSE 150' POCKET & CITY LIMIT 7 O T -• -� D t"1 o • T P P P [PQ T v P P T P T P P ~ Cn it f 9 3 2 P 5 2 4 5 3 1! f 9 3 IP v W41 R35 TYPE N-4 (36'x36') All SAN BERNARDINO AVENUE PRO ECT•INARKPLACE ETIWANDA AVENUE 'HERE TO CORNER' (24'x 18*) R26(9) R26(S) R26(S) R26(B) R18-2.1 R26(S) R26(S) R26(S) R26(S) (12'x188) (126x181 (!2'x18') (12'x18') (36'x36') (12'x!8') (12'x!8') (!2'x!8') (12'xi8') H L L NOD L MAIN ENTRANCE L L L L L L 100' Cn 1 SME 18 - 40, 5 4 5 5 2 3 5 8 1 4 P T P T T P P T P P P ooN + F4 _q K en w o Uj ., Z -C LAJ N ti U H � eFi YN 150' RIGHT TURN LANE U PAINT 8' SOLID YELLOW a �(E G CITY LIMIT RANCHO CUCAMONGA RANCHO CUCAMONGA "' !° SAN BERNAFtC)iNCJ COUNTY r` 60' OPENING r 100' POCKET :4 SAN BE. NA,RDINO COUNTY & CITY LIMIT X31 OC%j C:) u .� M co r� Q P P P P P P U) 1 HI 3 1 9 f SING, STRIPING, MARKING LEGEND QUANTITIES - © PAINT O 4' WHITE SKIP LANE LINE 4300 L.F. TD THERMOPLASTIC (DETAIL 9) © INSTALL SIGN G POST O 4' WHITE SOLID LANE LINE 500 L.F. o Q�'pFESS/ pN�l ('G' MARKERS 24' 0-C) © INSTALL SIGN ON STREET LIGHT POLE 3 8' WHITE SOLID LANE LINE 650 L.F. R EXISTING SIGN - PROTECT IN PLACE 0 (DETAIL 38) _ " p m J No. 13493 -y r O 40/4' DOUBLE YELLOW 1100 L.F. 4t Exp. 3-31-97 (DETAIL 22) sl C I► Iv OTURN ARROW (TYPE IV) 11 EA. 'lF OF C A\ \FAQ O 12' WHITE SOLID CROSSWALK 660 L.F. OTWO-WAY LEFT TURN LANE 1300 L.F. (DETAIL 32) O 4' WHITE SOLID EDGE LINE 1800 L.F. W/O MARKERS �t Q 'SIGNAL AHEAD' MARKINGS 4 EA. tip` A DESCRIPTION OF REVISION DATE CITY a. 31604 ACCEPTED EW ':"""°° ; GENERAL NOTES CITY OF RANCHO CUCAMONGA «r+� SIGNING AND STRIPING '� � • � SIGNING AND STRIPING PLAN 1. All details and dimensions for traffic signs and the installation thereof shall a . Paint and all details and dimensions for traffic stripes and markings shall SAN BERNARDINO COUNTY E T I W A N D A AVENUE conform to the CALTRANS Sion Specifications, Traffic Manual and Maintenance conform to CALTRANSn ar f and gaintenaoCe Manual. Ranual e unless otherw se noted . avement egends sha con orm to lty of ncho Cucamonga's maintenance stencils. FROM STATION 5+25 TO STATION 31+00 2. New and relocated signs shall be installed using green non-perforated Unistrut ACCEPTED BY COUNTY TRAFFIC ENGINEER: posts and anchor sleeves. Sign posts shall be 2' x 2' and of sufficient length b . Existing traffic stripes and markings that do not conform to the plans to extend from the top of the sign (s) to between 6 and 8 inches into the anchor shall be removed by wet sandblasting. - ' �—'� !!l��93 ACCEPTED BY: � � ! DATE'' -� sleeve and provide 7 feet of clearance between finished grade and shall be FIL ER10 R. GONZALEZ v DATE CITY ENGINEE R. C 2 1/2 x 2 1/2 by 30 long. Post shall be attached to the anchor sleeve C . The Contractor shall furnish the necessary control points for all RCE 31694 .E. NtJ� utilizingUnistrut corner bolts or two Unistrut drive rivets or other Cit striping and markings and shall be responsible for the completeness and Y P 9 9 approved techniques. Install R26, R26 (S) and Neighborhood Watch signs on green accuracy thereof to the satisfaction of the City Engineer . CITY OF 0 DESIGN RECOMMENDED LAW�,L"NC� S . �I�ENNART 12 foot U-channel posts when street light poles are not available. L.S.E. CONSULTING ENGINEER d . Spotting shall be completed and approved prior to removal of any existing 3. Painting and installation procedures for striping, pavement markings and stripes . Existing stripes and markings shall be removed prior to DRAWN 9046 orange Tree Lane. suits 209 s�EE1 pavement markers shall conform to the Standard Specifications for Public Works painting new ones, but in no case shall any section of street be left ACCEPTED BY C TY ENGIN ER: L.S.E. Redlands, California 92374 3 cw 4 Construction, 1991 Edition and the following provisions: without proper striping for more than 24 hours, or over weekends or _ ��� /—&-N ,9242 e A holidays. CHECKEp DRAWING N0. LEROY D . BENDER DATE 8_s WPFNCE S. sEN`SA 1 R.C.E. 13493 'SPEED DUST NO TRUCK R26(S) R26(S) R26(S) CHECKED CONTROL R26 (S) PARKING E T I W A N D A AVENUE R26 (S) (126x181) (12'x18') (12'x18') BY RADAR' SIGN (12'x18') N SIGN (128x18') TYPE 'L' MARKERS W41 L L L R R L R v L PROTECT IN PLACESCAR H 8 1 9 5 4 � i� �' 5 <I 3 2 3 9 4 ! !i P P P T P T P P P P P P T i W 4- + � ° ►, xH ,__ _. - - . _. -----—---- - - - - --- - ------ -- - - - --- - - -- --- - - a a w Uj F-- I~ T Pill Q � i CITY LIMIT 10' " 7 150' POCKET 910' REVERSE ' RANCHO CUCA 180TAPER • - —. t—. .. O 1 ONTARIO 9+n.n 4ErtM AVE. << s O 90' OPENING 1T) - 10«26.27 gFOIFiTH ST. 10' R R11 . . . + . . . , . . • , , . . • � 150 POCKET _ � 1 co 150' N g 4' OFFSET T QZ Uj D D 19 U) m n o e♦Fi gi S v _ 'r A N N � O O � � T P P T P P P T T P P T P P to z 11 ! 0 5 3 3 2 5 I 5 3 4 5 9 P P 200' P P R R l4EMIOVE EXISTING Moi W74 R26 (S) R18 R26(S) R260 R35 R18-2 STREET NAME SIGN TYPE 'L' MARKERS in in (36'x36') (12'x186) (36'x36') (12'x186) (12'x18') (12'x18') ETIWANDA AVENUE PROTECT IN PLACE FOURTH STREET SAN' BERNARDINOAVENUE SOUTH ENTRANCE *" 'i;Ox18CORNFR) F126(S) R26(S) F126(S) F126 (S) R26(B) Rib-2.i OD F126(S) R26(S) R26(S) (!2'x18') (12'x180) (12'x184) (12'x18') (12'x18') (36'x36') (12'x18') (12'x18') (128x18') L L L L L P L L L SCALE f' - 40. 8 ! 8 9 1 5 3 4 5 I 5 3 5 8 1 9 P P P P P T P P T T P o T P P P W ++ ICU Z N ! W H U � I _Fl20'--1 12' SOLID WHITE U Q (Z i CITY LIMITt— b, ~ �. I CITY LIMIT CUCAWWA ARio d ----ANCHO CUCAIt�O _ __ � WAR-I-0- ARIO —� O O OC H 60' OPENING +� 100' POCKET ;n i O +, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -» . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + it CJS Q Q C!7 Cn FOURTH STREET R (S (128x18") cc f- L in SIGNING, STRIPING, MARKING LEGEND QUANTITIES 8 1 9 � P P P © PAINTfO 4' WHITE SKIP LANE LINE 2860 L.F. w T� THERMOPLASTIC (DETAIL 9) ` ; + U1J © INSTALL SIGN 6 POST O 4' WHITE SOLID LANE LINE 300 L.F. in H ('G' MARKERS 24' 0-C) © INSTALL SIGN ON STREET LIGHT POLE 3O 8' WHITE SOLID LANE LINE 800 L.F. , . . . . _ ® EXISTING SIGN - PROTECT IN PLACE (DETAIL 38) U O40/4' DOUBLE YELLOW 820 L.F. • (DETAIL 22) Q ' .fes . 5O TURN ARROW (TYPE IV) ii EA. - — O O 12' WHITE SOLID CROSSWALK 665 L.F. „ , , , , , , , , , , , , , , , O . +. 8O TWO-WAY LEFT TURN LANE 1540 L.F. (DETAIL 32) 9O 4' WHITE SOLID LANE OR EDGE LINE 2020 L.F. W/O MARKERS Q 3'x8' WHITE SKIP LANE LINE 200 L.F. Cn (DETAIL 37) O 'SIGNAL AHEAD' MARKING 4 EA. J r_ �p R a, DESCRIPTION OF REVISION DATE CITY ACCEPTED GENERAL NOTES we 31694 { flip 12.3196 CITY OF RANCHO CUCAMONGA SIGNING AND STRIPING elm 1. All details and dimensions for traffic signs and the installation thereof shall a . Paint and all details and dimensions for traffic stripes and markings shall SIGNING AND STRIPING PLAN conform to the CALTRANS Sion Specifications. traffic Manual and Maintenance conform CALTRANS and SAN BERNARDINO FOURTH ST . /SAN BERNARDINO AVE . l4enua] • �Il.�1�1 unless otherw se noted. avement egen s sha conform to City o Rancho 2. New and relocated signs shall be installed using green non-perforated Unistrut Cucamonga's maintenance stencils . posts and anchor sleeves. Sign posts shall be ' x 2' and of sufficient length b . Existing traffic stripes and markings that do not conform to the plans ACC P BY COUN Y TRAFFIC ENGINEER: FRON STATION 5+58 TO STATION 34+00 to extend from the top of the sign (s) to between 6 and 8 inches into the anchor shall be removed by wet sandblasting . sleeve and provide 7 feet of clearance between finished grade and shall be Post shall be attached to the anchor sleeve C . the Contractor shall furnish the necessary control points for all Q%OFESS� 2 1/2' x 2 1/2 by 30' long. p ACCEPTED 8Y: DATE:( utilizing Unistrut corner bolts or two Unistrut drive rivets or other City striping and markings and shall be responsible for the completeness and p ��� FILBERIO R . GONZAL Lr DATE approved techniques . Install R26, R26 (S) and Neighborhood Watch signs on green accuracy thereof to the satisfaction of the City Engineer . ��` c,E S ' E�S�• �`f RCE M694 CITY ENGINEE5%; r Dom_ R.C .E . N0 12 foot U-channel posts when street light poles are not available. CITY OF ONTARIO DESIGN RECOMP4ENDE U d. Spotting shall be completed and approved prior to removal of any existing �� 9 LAWRENCE S . EISENHART 3. Painting and installation procedures for striping, pavement markings and stripes. Existing stripes and markings shall be removed prior to _j No. 13493 L.S.E. CONSULTING ENGINEER pavement markers shall conform to the Standard Specifications for Public Works painting new ones, but in no case shall any section of street be left W Exp. 3-31-97 * DRAWN SHCE1 Construction, 1991 Edition and the following provisions: without proper striping for more than 24 hours, or over weekends or 9048 Orange Tree Lane. Suite 209 � holidays. dI �Civil, ACCEPTED BY C TY ENGINEER: L.S.E. Redlands, California 92374 � 'lf �F CAL 1E�Q� A o /_LG- ?y CHECKED T lepnone: (909) 793-9242 DRAWING NO. LEROY D . BENDER DATE i. - 3 L WINCE S. E1SFNt,A. C.E. 13 93 --