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HomeMy WebLinkAboutTR 25479 SIGNING AND STRIPING HWY 74 PLA NO 07-184-07-183 i 2 W3-3 • ,I 01 "�GNAL AHEAD" 14 120'(36.5M) / O2 G8-22 "ARDENWOO7W � l � 6 250'(7 .2M) / O 1 TYPE IV(LT) + l/'' OS 250'(,712M) %•ri `�YP. T '�' ` // ' �•�,ram.; P ';� CONSTRUCTION NOTES RL RELOCATE EOUN'MENT. ` 13 50'(15.2M) RS REMOVE AND SALVAGE SIGN AND POST. O INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. 4 ♦ry♦� / /T /, 12 OINSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. OSANDBLAST CONFLICTING STRIPING. REMOVE EXISTING CONFLICTING 1 TYPE IV(LT) REFLECTIVE PAVEMENT MARKERS. ® INSTALL 12" SOLID WHITE THERMOPLASTIC MARKING. 4 01 TYP /IV(LT) ''/�� O INSTALL 8" SOLID WHITE THERMOPLASTIC CHANNELIZING STRIPE-DETAIL 38. /� / © INSTALL DOUBLE YELLOW THERMOPLASTIC STRIPE-DETAIL 22. 13 50' ,+ /,%'/ %� 3 ON/A "91 ' .® INSTALL 6" WIDE WHITE THERMOPLASTIC BIKELANE STRIPE, DETAIL 39. 4 1 TYPE IV(LT) , O O INSTALL 6" WIDE WHITE THERMOPLASTIC BIKELANE DROP STRIPE, DETAIL 39A. �/� '+: 2 R26(S) Op INSTALL 4" WIDE WHITE THERMOPLASTIC LANE DROP STRIPE, DETAIL 37. (5)200'(60.9M) '�'/ ♦� \ ♦ OINSTALL 4" WIDE WHITE THERMOPLASTIC LANE STRIPE, DETAIL 12. /� t.' , ♦ ♦0 03 INSTALL 4" SOLID WHITE THERMOPLASTIC STRIPE. 10TYPE IV(LT) •ram fy / \ ,`\ R26(S) ® INSTALL INSTALL MEDIAN ISLAND THERMOPLASTIC STRIPE, DETAIL 29. `♦ `♦ 1 "SIGNAL AHEAD" PF /•or P % 12 O6 100'(30.4M) \ ♦ �/ 4 _ , 14 120'(36.5M) ' /,. ' f ♦ ,` Phi 2 W3-3 I '(45.7M) \♦♦ 2 R26(S) ,++ / G8-22 "HIGHWAY 74" tot ' ++++ '/ i 77XFF`��' O1 TYPE IV(LT) ♦♦ ♦ \ '' +++^��/ � 2 G8-22 "ARDENWOOD WAY- 06 90'(27.4M \ \� ` I � C OOO 0120'(36.5M) ♦♦ \`♦ € A C ,,. jy SCALE: 1"= 40' 2 R26(S) tO"SIGNAL" % `\ 0 20' 4o' 80' 120' 160' � 8 JaF, O2 R26(S) _. OW 3-3 luk THIS PLAN ACCURATE FOR SIGNING AND STRIPING ONLY o � °�° PERMIT #08-04-6-MC-0989 I � DIG � ERll RE�ISIaNs: P �ltf�� � �rAa�n Br: am aF wc� asu�a� "'—, 6 �C ^^ SIGNING AND STRIPING PLAN THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE �� SON WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT �. +� S wATfAS,R.C.E.aswe E7�.11/J1/OB 100a.xooe OF pAl n1D WvgIG AND/OR CITY AND STATE LAWS, AND A PERMIT $�� ♦0 m URBAN i°- ;9331_ TRACT N0. 25479 DAYS BIFOW CAN BE ISSUED. `��� THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH 2 YOU YOU * amliIIW111E + THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS IML R8 14OD-Illry-im MAW OESOW IKIN BY MML MTE ij. CITIL ♦� CITY AND STATE/LAWS,AND A PERMIT CAN BE ISSUED. SCALE:�1*-40' PWARM FQh CWUA Na,c BB1M¢BY DESGIED BY: JT DRAWN BY: JT KEN SEUMALO, CITY ENGINEER DATE fq 1 /`� 1295 CORONA POINTE COURTFORDECKED BY' CW PROJECT MANAGER: BW o 0 07 DATE CORONA. 9 92MWW 01378 CENTEX HOMES S uoERBNIIIAp lRM�ALERT RCE/56915 i NDI�WALO IICF sW1s (Bst)47B-Y300 6507 a� C3 GENERAL NOTES: / - /, CONSTRUCTION NOTES: 1. ALL WORK MATERIAL AND EQUIPMENT DONE WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE 1999 STANDARD SPECIFICATIONS AND 2004 � STANDARD PLACEMENT DETAIL ❑1 INSTALL TWO STATE FURNISHED (PURCHASED FROM STATE) MODEL 170E CONTROLLER ASSEMBLY STANDARD PLANS AND THIS PROJECT SPECIAL PROVISIONS. PLEASE SEE THIS WEB ADDRESS FOR REVISED JULY 2004 STANDARD PLANS: __-j AND ONE 332 CABINET PER STANDARD PUNS ES-3C. CONSTRUCT FOUNDATION PER STANDARD http://www.dot.co.gov/hq/esc/oe/project-pions/HTM/stdpins-met-newO4.htm � ` A 4-A PUN ES-4B. BATTERY BACKUP SYSTEM CABINET (PURCHASED FROM STATE) IS CONTRACTOR FINISHED.2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, v INFORMATION ON A UST OF STATE APPROVED VENDORS IS AVAILABLE IN CALTRANS WEBSITE. HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH � ® INSTALL TYPE III CF SERVICE WITH 120V/240V SERVICE. MAIN BREAKER SHALL HAVE 100A, SIGNALS SHALL HAVE 50A, FACILITIES OR INTERFERE WITH THEIR SERVICE. / / i IISNS SHALL HAVE 15A, SAFETY LIGHTING SHALL HAVE 30A . 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTIUTY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF / A w �3 INSTALL 3"CONDUIT WITH PULLROPE TO EDISON SERVICE POINT. CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATED ALL PHASES OF CONSTRUCTION WITH THE VARIOUS I ® INSTALL 2"C, W/PULLROPE TO PROJECT END. (APPROX. 1000' FROM CL TO CL INTERSECTIONS) UTILITY COMPANIES INVOLVED. TELEPHONE SERVICE SHALL BE READY BEFORE THE SIGNAL TURNON. c , —A C.R. 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULLBOXES, CONDUITS, DETECTOR v / \ I ❑5 INSTALL SIGN PER CALTRANS STDS. ON MAST ARM. LOOPS, AND POLES IN THE FIELD. PHASE DIAI3RAM S! F \\\ e� ® NEW SERVICE POINT. SOUTHERN CALIFORNIA DEISON PLANNER CONTACT, JEFF BURT (949)458-4416. 5. ALL PULLBOXES SHAM BE No. 5 UNLESS OTHERWISE NOTED ON PUN. GROUP A GROUP B ��6\ \ (EXACT LOCATION BY FNfY11EIIt AI THE FEED) © INSTALL 3M MODEL 711 OPTICOM DETECTOR, 3M MODEL 138 DETECTOR CABLE AND 3M MODEL I b 6. ALL CONDUIT SHALL BE 53C UNLESS NOTED OTHERWISE. NOT 752 RACK MOUNTED PHASE SELECTOR EQUIPMENT. SEE DETECTOR MOUNTING DETAIL THIS SHEET. I — / \� / 7. NO LIGHTING CONDUCTORS SHALL ENTER THE CONTROLLER CABINET. ® INSTALL R9-3 & R9-3a SIGNS ON SIGNAL POLE. z USED } \[[ C 8. INSTALL 1 #8 CONDUCTOR IN CONDUIT CONTAINING POWER CONDUCTORS AND Of INSTALL 2"C, 6 PAIR #20 SIC. (APPROX. 900' FROM CL 70 CL INTERSECTIONS) 1 #10 CONDUCTOR IN CONDUITS CONTAINING DLC, I.C., OR TELEPHONE CABLE. 2 PHASE 1 PHASE 2 PHASE 3 PHASE a — —— W 9. ALL CONDUCTORS SHALL BE NEW UNLESS OTHERWISE NOTED ON PUN. ®3 2•c,2 DLC 10.CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN QUALIFIED TO WORK c14 NOT 1 1 E.V.P. UNIT AND EMPLOYED BE THE E.V.P. UNITS MANUFACTURER OR HIS REPESENTATIVE 0 USED I PRESENT AT THE TIME THE EQUIPMENT IS TURNED ON. Z 1 6x1 2'C,4 DLC 2•C,3 DLC BERM Of PHASE 5 PHASE 6 PHASE 7 PHASE 8 O ----- 5T --- — — ------- --------------------------------------------------------------- ----------- --- ---- I6rtu -- - -- -- -- -- -- I06I Q R73-3 141200 60.9M �—140 134 426' 129.8M TO 136 200'L60 9MI TO 137 13 �- LIMIT UNE MIT gwfl - - - � - +— - s1w1 - - 9u 212U - 2Ml I - 01 TO ROSETTA CANYON DRIVE 1e -- —' -- ----------- ---- 7 INTERSECTION c 14 © 4 ell HIGHWAY 2•C,3 DLC 2•C,5 DLC \ 8:10 2•C,4 DLC ® / HIGHWAY 74 ---- — -- _ - ® 6 CONDUCTOR SCHEDULE 6 CONDUIT SIZE AND RUN ' 2'C,410 A 4/12 \\ ` + AWGDRSIZE POLE OR 2" 4• 4• 4' 4• 2' 4' 2-4 2-4 �4 CABLE TYPE clRculr 1 2 3 a s s 7 s s 9 NO. 14 CABLES POLE - A - 2•C,3 DLC c 2•C,3/6(SERVI I I u 3 M p POLE SCHEDULE I T 18' 1 ' ' E __- -- _- -- _ 1111 2 14' s c F - - L STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.I.S.N.S. PLACEMENT 5.5M 3.7M 4.3M i 12 r 0 3-C,3 J6 SERVICE i G 1 1 1 1 1 1 1 C TYPE HT. SIG. LAM. H.P.S.V. TYPE W9 QUAD VEHICLE PIED. MESSAGE A 8 all- I = H - _ 1 1 1 1 1 1 _ 26-4-161 30' 45' 15' 200 W B 8 NW 2-MAS,SV-2-T SP-1-T • Chris Circle 9' 4' Q TOTAL CABLES-3 CONDUCT./12 CONDUCT- 1 1 2 2 3 4 4 1 12 2 7 8 7 8 tD 19-4-161 30' 25' 15' 200 W - - - MAS,SV-1-T - • Highway 74 18' 4' I I 10 LIGHTING 2 2 2 2 2 2 2 - - 61-5-161 30' 60' 15' 200 W B 4 SW 2-WS,SV-1-T SP-1-T • Ardenwaod Way 18' 7' O 1 417L I 2•C,2 DLC 12 IISNS - 2 2 2 2 2 2 - _ 1A 10' - - - B 2 NW N-1-T SP-1-T - 26' 3' w I I6 SIGNAL SERVICEE 19-3-161 30' 25' 15' 200 W B 2 NW SV-1-T - • Highway 74 2T 3' O TOTAL CONDUCTORS - 4 4 4 4 4 4 - - gH - 2'C, 1 DLC TYPE 'B' ➢LC et LOOP LEAD-IN 2 2 2 2 21A 10' - - - B 8 NE N-2-T SP-1-T 27' 3' - 2 2 1 I 02 6 - 6 6C 15TS 30' - 15' 200 W B 4 SW SV-2-T SP-1-T - 4 4 I 04 - - - - - - 5 5 5 1A 1O' - - - - - - TV-2-T - - 21' 4' 05 - - - - 2 - - 2 2 V • CITY LOGO EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. 7 C z POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. f� o Q 08 ~ TOTAL 6 6 6 6 15 - 5 120 120 W Z EVP CABLE 1 2 2 1 1ci UNDERGROUND STRUCTURES 30' 14' 9.1m o 4.3M ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN � I N�� I 2"C, 1 DLC ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.THE OWNER ^ t; BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME Il..lr` t: LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED:NOT INDICATED ON THE 41 I 418E PUBLIC RECORDS EXAMINED:THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO o PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UDLITIES OR SCALE: 1"= 20' STRUCTURES CONCERNED BEFORE STARTING WORK. 0 1o' 2o' 40' 60' 80' NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY PERMIT #08-04-6-MC-0989 T REVIaa4s: Br PREPARED Br. a'N OF LAID: E1SINOREDIG E JL Ml 44aF_ Utz N� M� o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE d �,. CAR ETON WA1E11s. C.F 5=6 EXP.12/31/00 S ,DYE c„t,y,y 2 TRAFFIC SIGNAL PLAN F WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT Ca��tBN I,��,y iTp•: cst-0ew TRACT NO. 25479 DIAL Two WONCING AND/OR CITY AND STATE LAWS,AND A PERMIT I m T URBAN F.: na a31-tut < BEFORE DAYS CAN BE ISSUED. `� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH < YOU DIG YOU * ��� * THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1'�20' PREPARED t $ SHEETS WLL t om- MAW DT90WPT1011 BY APPR DATE ij. CIYIL �♦ CITY AND STATE LAWS,AND A PETiWT CAN BE ISSUED.1. ♦ ♦ a/ W.O. FOR FJL F E NO. '�' A PUBLIC 201MQ BY DESICHED BY: JT DRAWN BY: JT KEN SEUMALO, CITY ENGINEER DATE of aµltd' `` 1265 CORONA POINTE COURT I r---i WHALE AFItT CHECKED BY: CW PROJECT MANAGER: BW RCE#56915 11'' ^^^EN SEUMALO ROE#eW18 DATE: 05/16/200 CORONA. 8M 01578 CENTER HOMES III Lr 45 L�S 07