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933m_tcRIVER HEIGHTS MIDDLE SCHOOL GENERAL NOTES TRAFFIC SIGNAL NOTES: 1. All material and work shall conform to the July 1999 1. All pull boxes shall be #5 unless otherwise indicated or approved Standard Plans and Standard Specifications of the State of by the Engineer. Maximum spacing shall be 500 feet. California, Department of Transportlon ( CALTRANS). 2. Locations of all underground utilities are approximate. The PROJECT 2. All spare conductors shall be continuous, with 6 feet of slack in Contractor shall determine the exact locations and verify all LOCATION each pull box. conditions on the job site prior to commencing work. The 3. Detector loop curb teminals shall be TYPE "A" per Standard Plan Contractor agrees to be fully responsible for any and all SCHLEISMAN ROAD ES -5E. damages which might be occasioned by his failure to exactly locate and preserve any and all underground utilities. The 4. A minimum of 15 feet of clearance shall be maintained between Contractor shall notify all concerned utility companies at least PA ORANGE STREET telephone conduits and electrical conduits. 48 hours in advance of excavation. Call Underground Service Alert at (800) 227 -2600. Hand dig until clear of obstructions 5. A minimum of 15 feet of clearance shall be maintained between d d the the service w controller cabinet and equipment enclosure. as directed by the Engineer. 3. See CALTRANS Standard Plans ES —lA and ES -111 for symbol 6. All pull boxes in uninproved areas shall be traffic bearing. and abbreviation legend. WALNUT STREET w 7. Obtain approval for exact equipment locations prior to final 4. Existing privately owned improvements on public right —of —way c a w RLnNOR aoo�m a Z Striping la a prior P y ( fig) shall be approved P Pig p lacement. lace out (cat—tracking) shall be protected or replaced, as directed by the Engineer. :n z ®ca nor° to detector installation. 5. The county right —of —way shall be kept clean of debris, with dust and other nuisances be° controlled at all times. The mg CITRUS STREET w WrEMRsA 8. All vehicle indications shall be 12 inches. All signal heads and Contractor shall be responsible for any clean —up on county z G backplates shall be metal. All lenses shall be glass. r ight—of—way affected by his construction. Method of street `� 9. All detector loops shall be round (6' dia.) with 10 feet minimum cleaning shall be dry sweeping of all paved areas. There spacing between loops is the direction of travel and centered in shall be no stockpiling of construction materials within the county right —of —way without the permission of the Inspector. the lane unless otherwise indicated. Install detector loops 1 foot behind limit line or crosswalk unless otherwise indicated. Loops_ t shall be tested and approved prior to filling sawcuts. 10. All conduit shall be 2 inch rigid metal unless otherwise indicated. SIGNING IG NOTES All conduit placed under paving shall be installed without open 1. ® Traffic stripes, pavement markings and raised pavement markers SECTION 36 UP 11. cutting. A minim of 6 feet of slack shall be provided at each pull P P ° Y per CALTRANS Traffic Manual, Standard Plans and Standard T2S R7w box, and 20 feet of slack shall be provided at each controller Specifications, latest editions. 2. All signs shall be standard size unless otherwise noted on plans. N OT TO SCALE cabinet for signal interconnect cable. Signs shall be installed on 4 "Y4" wood posts with anchor blocks 12. All 12 inch red, yellow and green sections and the red yellow ., unless otherwise noted on the plan. SEE 2002 THOMAS BROTHERS PAGE 683 and green arrow sections shall utilize light emitting diode signal 3. All stripes, signs, and pavement markings shall be reflectorized. modules. Stencils for pavement markings shall match County Federal Metric Standard stencils exactly. All striping and marking details shall 13. All pedestrian signal faces (combination pedestrian signal) shall match CALTRANS Standard Plans details. utilize light emitting diode signal modules. 4. All conflicting stripes and pavement markings shall be removed 14. All unused tenons shall be capped in a waterproof method as by sandblasting or grinding. Conflicting signs and raised directed by the Resident Engineer. pavement markers shall be removed. All removals of signs and markings shall be the responsibility of the developer/applicant- 5. Painted traffic stripes and painted pavement markings (if allowed) shall be applied in two coats. Pavement markings shall be applied in thermoplastic format unless approved otherwise. 6. All removed signs shall be salvaged and delivered to the County Yard as directed by the County Inspector on the job site. 7. The County installs signs, and painted lane lines. Installation of signing and striping shall be in accordance with the approved plan with all incurred costs borne by the developer /applicant. The County reserves the right to require all work to be done by the Contractor. 8. Raised pavement markers shall be furnished and installed by the Contractor in accordance with the striping details shown on the signing and striping plan. Installation shall be complete within seven working days of roadway striping. Raised pavement markers are to be installed on roadways with "expressway" or "arterial" classifications only. A. O . '. 1 PED PUSH BUTTONS ®— Furnish and install TYPE 170E Controller Assembly. Construct foundation for TYPE ._— 332 Controller Cabinet. © "— nFAI "© An 50A -IP circuit breaker for metered signals, one 3OA -IP circuit breakers for metered A 00 TYPE � P.E.C. in Service Equipment Enclosure. ® — Furnish and install 3" schedule 80 PVC service conduit with pull rope per SCE requirements. Contact Janet Hackney at (900) 928 -8237 at least 48 hours before be work. ®— Furnish and install Model 711 optical detector on signal mast arm per detail this S ARM sheet and as directed by the Engineer. Phases shall be as shown on the plan. ® — Furnish and install R73 -3 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. © — Furnish and install B34 -2 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. ® — Furnish and install R61 -19.1 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. i o ■M■PARIS O aaPAN TOTAL CABLES 12C/3C TYPE 04 DETECTOR C 05 DETECTOR m_0—___0 CONSTRUCTION NOTES PRE- EMPTION DETECTOR 1 PED PUSH BUTTONS ®— Furnish and install TYPE 170E Controller Assembly. Construct foundation for TYPE ._— 332 Controller Cabinet. © "— — Furnish and install dual meter TYPE III -CF Service Equipment Enclosure with one "© 50A -IP circuit breaker for metered signals, one 3OA -IP circuit breakers for metered ht and one 20A -lP circuit breaker for metered I.I.S.N.S. h and install TYPE � P.E.C. in Service Equipment Enclosure. ® — Furnish and install 3" schedule 80 PVC service conduit with pull rope per SCE requirements. Contact Janet Hackney at (900) 928 -8237 at least 48 hours before be work. ®— Furnish and install Model 711 optical detector on signal mast arm per detail this S ARM sheet and as directed by the Engineer. Phases shall be as shown on the plan. ® — Furnish and install R73 -3 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. © — Furnish and install B34 -2 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. ® — Furnish and install R61 -19.1 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. TO CONTROLLER ® INSTALL 2 "C & 6 PR. ##20 SIC HIGH SCHOOL D/W INSTALL #5 P.B. EVERY 500' (APPROX. 1960 W/6 SLACK IN EACH P.B. & SEE MS 391 11'/15' SLACK IN CONTROLLER I.P. #0 0087 FOR DETAIL R NEW C &G—� 2 12 I.I.S.N.S. 2 C ' 210 ( GHTING 2 "C, 3 #6 (SERVICE & GFCI) --\ SCE HANDHOLE SERVICE POINT M 0 U W z a a P, U a A U 6�2 DETAIL "B" n n 30 06 285' CQ OF 1 NEW E.P. J 5T 1.5 "C, 1 DLC 2 "C, 3 DLC 04+ OL .e P " DETAIL "A" L 02 +05(; EVP L 7 04 EVP CONSTRUCT A.C. DIKE EMERGENCY VEHICLE CONSTRUCTION NOTES PRE- EMPTION DETECTOR 1 PED PUSH BUTTONS ®— Furnish and install TYPE 170E Controller Assembly. Construct foundation for TYPE 332 Controller Cabinet. ® — Furnish and install dual meter TYPE III -CF Service Equipment Enclosure with one 50A -IP circuit breaker for metered signals, one 3OA -IP circuit breakers for metered ht and one 20A -lP circuit breaker for metered I.I.S.N.S. h and install TYPE � P.E.C. in Service Equipment Enclosure. ® — Furnish and install 3" schedule 80 PVC service conduit with pull rope per SCE requirements. Contact Janet Hackney at (900) 928 -8237 at least 48 hours before be work. ®— Furnish and install Model 711 optical detector on signal mast arm per detail this S ARM sheet and as directed by the Engineer. Phases shall be as shown on the plan. ® — Furnish and install R73 -3 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. © — Furnish and install B34 -2 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. ® — Furnish and install R61 -19.1 sign (36 "x36 ") per CALTRANS Standard ES -6T, Detail U. Wr W W W ilm M7 M m DETAIL "C" POLE D EQUIP 1 PED PUSH BUTTONS O NOTE: ALL SECTIONS 12" l= DETAIL "A" DETAIL "B" DETAIL "C s, �' TRIANGLE TYPE E LOOP DETECTOR SAWCUT DETAIL 1.5 "C, 1 DLC PROPOSED E.P. 5T 285' TO BACK OF CROSSWALK 10.M* CE NOTE: ALL SECTIONS 12" NEW E.P. EX. E.P. SPECIF BACK CLAMP W/4 BOLTS (ASTM A -307) 1/4" IL CLAMP NOTC FOR 7/16" DIA HOLE IN CLAMP SUPPLIED WITH A TYPE "F 3/8 " -16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) CLAMP DETAIL DETAIL "A NOT TO SCALE (TYPICAL FOR 8' IISNS) 10' REMOVABLE—", �1'2' �T• — 4' — CAP 2' DETAIL " A D " NOT TO SCALE :li• 1 _ 5 , 411 X1... 4:I ENERGI SIGNAL SG ... 12M PHA ' e ■ T q FLOURESCENT YELLOW /GREEN Fa a ,r Ll TOTAL QUANTITIES E ON CENTERLINE CONST N (a) Paint 4"/4" double yellow stri�e per CALTRANS Plan • A20A D etail Std. Plan Paint 8" solid white stripe per CALTRANS • Plan. No A20D Deta @) Apply thermoplastic TYPE IV arrow marking per St d. P f • ! D etail r �7T • Plan N o. • Plan • A20B D etail • St d. P C @) Paint double double yellow stripe per CALTRANS / : • No. A20B D etail (:7 ) Install sign and post (# shown on plan). i s 1 E'I!I!j IN K: _f1 T o b e insta R _ g! Mi dd l e _ S choo l cons i s comp pri or to Eleanor Roosevelt 1 S c h ool • ' # 030087 ). The conflicting signing and striping shall be removed and replaced when striping Cleveland Avenue fronting the high school. NOTE: WORK CONTAINED WITHIN THIS PLAN SHALL NOT COMMENCE UNTH. AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE mApic B FOR I)MRIGNING AN ACCEPTABLE SOLUTION AND RIVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER r>, i 3 EA. 120 L.F. W90M SCALE: 1 " =40' Paint 4" white skip stripe s CALTRANS Std. Plan No. A20A, Detail Pai 1 • • ! D etail �7T Paint tw o i.- per T ., • Plan • A20B D etail i s 1 E'I!I!j IN K: _f1 T o b e insta R _ g! Mi dd l e _ S choo l cons i s comp pri or to Eleanor Roosevelt 1 S c h ool • ' # 030087 ). The conflicting signing and striping shall be removed and replaced when striping Cleveland Avenue fronting the high school. NOTE: WORK CONTAINED WITHIN THIS PLAN SHALL NOT COMMENCE UNTH. AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE mApic B FOR I)MRIGNING AN ACCEPTABLE SOLUTION AND RIVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER r>, i 3 EA. 120 L.F. W90M SCALE: 1 " =40' R 11 0 4 C &G EXISTING STRIPE FLOURESCENT YELLOW /GREEN •,. 9 R 2 P 4"/4" double yellow stripe per CALTRANS St , Plan No A20A D etail Paint 8" solid white strine CALTRANS Std. Plan. No. A20D, ger Detiil 8. Apply thermoplastic TYPE IV arrow marking per CALTRANS Std. Plan No. A24A. AU th rmoplastic 12" solid yellow stripe per S Std. Plan No. A24E. A pply r' u•• lastic 12 solid white stripe pe CALTRANS 7 Plan No. A24E. Paint • e pe P . • A2 Detail 32. Install sign and post (# shown on plan). NOTE; WOR CONTAINED WITHIN THIS PLAN SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. SEAL - COUNTY QROFESS/ �0 A 0) No. 33950 4( Exp. 06-30-06 * � ` CIVIC \P 9� OF CAL�F� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY. r ' � �� / 4 A.. RCS 38950 DATE .' RECOMMENDED DATE SEAL- ENGINEER QgOFESS/ �E 5• f/ s F` J No. 13493 * Exp. 3 -31 -05 * ` CIVIC \Q° 9� OF CA��F � PLAN PREPARED BY: IAA ENCE S. EISENHART CONSULTING ENGINEER 2070 Locust Court sBII Ber>a�r ®, cB 92404 Tel: (909) 884 -5406 F ax: (909) 884 -5047 sb-td� n j / I/ /& M.S. 3916 I.P. #030086 MET NO. CORONA /NORCO SCHOOL DISTRICT COUNTY OF RIVERSIDE ORANGE STREET SIGNING STRIPING PLAN _ OF S HEM P W.O. COUNTY FILE NO. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THIN PRIVATE ENGINEER SHALL HE RESPONSIILE FOR DETERMINING AN ACCEPTABLE SOLUTION AND RIMING THB PLANS FOR APPROVAL BY THE COUNTY. MARK BY DATE APPR. DATE - LA CE S. E T RCE 13493 I DATE ENGINEER COUNTY 933- M SCALE: I " =40'