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17-0516_UNISPEC CONSTRUCTION, INC._Plans
LOCATION MAP ■ WORK AREA MAP N.T.S CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA SIGNING AND STRIPING PANS FOR ALIPAZ STREET, CAMINO CAPISTRANO, EA NOVIA ROAD, RANCHO VIEJO ROAD, AND TRABUCO CREEK ROAD f BENCH MARK DATA 1. ALIPAZ STREET DESCRIBED BY OCS 2003 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3B-109-99" SET ON THE TOP NORTHEASTERLY CORNER OF A 22 FT. BY 4 FT. CATCH BASIN. MONUMENT IS LOCATED ALONG THE WESTERLY SIDE OF CALLE PERFECTO, 0.2 MILES NORTHERLY OF THE INTERSECTION WITH AVENIDA AEROPUERTO, 30 FT. INTO A REVERSE CURVE OF CALLE PERFECTO, AND 20 FT. WEST OF THE CENTERLINE. MONUMENT IS SET LEVEL WITH THE TOP OF THE CATCH BASIN. 2. LA NOVIA ROAD DESCRIBED BY OCS 2003 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3W-52-79" SET IN THE SOUTHEASTERLY CORNER OF A 4 FT. BY 8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE NORTHERLY SIDE OF ORTEGA HIGHWAY, 0.65 MILES EASTERLY ALONG ORTEGA FROM THE CENTERLINE OF INTERSTATE 5 AND 107 FT. WESTERLY OF THE NORTHERLY PROLONGATION OF WINDSONG FROM THE SOUTH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. Sq /V o/Fco FRFFwq Y CORONA DEL MAR IRVINE M U) LAGUNA BEACH & LAKE FOREST �9 Z9291 SPF F� 9�. ALISO VIEJO VICINITY MAP MAP N.T.S UTILITIES NOTE BEFORE EXCAVATING, VERIFY LOCATION OF UNDERGROUND UTILITIES - CONTACT SAN DIEGO GAS & ELECTRIC CO 714 492-3644 PACIFIC TELEPHONE 714 633-0811 OR 714 547-6606 WATER WORKS DISTRICT NO 4 714 493-1515 CITY OF SAN JUAN CAPISTRANO 714 493-1171 TRABUCO WATER CO 714 493-1820 SOUTHERN COUNTIES GAS CO 714 538-0211 MISSION VIEJO ORTEGA HIGHWAY SAN JUAN CAPISTRANO PROJECTROADWAYSEGMENT LOCATIONS CITY OF SAN JUAN CAPISTRANO a DEPARTMENT OF PUBLIC WORKS & UTILITIES a TITLE SHEET ALIPAZ STREET, CAMINO CAPISTRANO, DEL OBISPO, z LA NOVIA ROAD, RANCHO VIEJO ROAD, TRABUCO CREEK ROAD o Q 2 a Z U �O KOA CO"ORATI U) 4 W PLANNING &ENGINEERING C) � W 2141 W. Orangewood Avenue, Suite A W Orange, CA. 92868 Tel: (714)573-0317 Fax: (714)573-9534 V VO 0J �Q TRABUCO CREEK ROAD GAP CLOSURE r. 5�y , k k ,41 0 z: „ -13 i ? I :77�r « CAMINO CAPISTRANO GAP CLOSURE Oy0 P\�F. G RANC 0 VIEJO ROAD GAP CLOSURE LA NOVIA ROAD GAP CLOSURE O�� OQO 00� QPA P� JJP� OSP ALIPAZ STREET CAMINO DEL AVION GAP CLOSURE LOCATION MAP ■ WORK AREA MAP N.T.S CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA SIGNING AND STRIPING PANS FOR ALIPAZ STREET, CAMINO CAPISTRANO, EA NOVIA ROAD, RANCHO VIEJO ROAD, AND TRABUCO CREEK ROAD f BENCH MARK DATA 1. ALIPAZ STREET DESCRIBED BY OCS 2003 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3B-109-99" SET ON THE TOP NORTHEASTERLY CORNER OF A 22 FT. BY 4 FT. CATCH BASIN. MONUMENT IS LOCATED ALONG THE WESTERLY SIDE OF CALLE PERFECTO, 0.2 MILES NORTHERLY OF THE INTERSECTION WITH AVENIDA AEROPUERTO, 30 FT. INTO A REVERSE CURVE OF CALLE PERFECTO, AND 20 FT. WEST OF THE CENTERLINE. MONUMENT IS SET LEVEL WITH THE TOP OF THE CATCH BASIN. 2. LA NOVIA ROAD DESCRIBED BY OCS 2003 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3W-52-79" SET IN THE SOUTHEASTERLY CORNER OF A 4 FT. BY 8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE NORTHERLY SIDE OF ORTEGA HIGHWAY, 0.65 MILES EASTERLY ALONG ORTEGA FROM THE CENTERLINE OF INTERSTATE 5 AND 107 FT. WESTERLY OF THE NORTHERLY PROLONGATION OF WINDSONG FROM THE SOUTH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. Sq /V o/Fco FRFFwq Y CORONA DEL MAR IRVINE M U) LAGUNA BEACH & LAKE FOREST �9 Z9291 SPF F� 9�. ALISO VIEJO VICINITY MAP MAP N.T.S UTILITIES NOTE BEFORE EXCAVATING, VERIFY LOCATION OF UNDERGROUND UTILITIES - CONTACT SAN DIEGO GAS & ELECTRIC CO 714 492-3644 PACIFIC TELEPHONE 714 633-0811 OR 714 547-6606 WATER WORKS DISTRICT NO 4 714 493-1515 CITY OF SAN JUAN CAPISTRANO 714 493-1171 TRABUCO WATER CO 714 493-1820 SOUTHERN COUNTIES GAS CO 714 538-0211 MISSION VIEJO ORTEGA HIGHWAY SAN JUAN CAPISTRANO PROJECTROADWAYSEGMENT LOCATIONS CITY OF SAN JUAN CAPISTRANO a DEPARTMENT OF PUBLIC WORKS & UTILITIES a TITLE SHEET ALIPAZ STREET, CAMINO CAPISTRANO, DEL OBISPO, z LA NOVIA ROAD, RANCHO VIEJO ROAD, TRABUCO CREEK ROAD o U) 2 a Z U ° KOA CO"ORATI U) 4 W PLANNING &ENGINEERING C) � W 2141 W. Orangewood Avenue, Suite A W Orange, CA. 92868 Tel: (714)573-0317 Fax: (714)573-9534 z WS CHECKED BY: oz SWV MZ %F�\N ZNoG�� 2 ti No. 66448 i 06+.6-30-18 � s �®OF VI * CITY PREPARED UNDER THE SUPERVISION OF: Min Zhou, RCE No. 88448 Date R.C.E. 25161 ' EXP. 12/31/2017 SHEET T OFTO GENERAL NOTES: 1. ALL WORK SHOWN ON THESE PLANS SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF SAN JUAN CAPISTRANO'S STANDARD PLANS, AND ORANGE COUNTY RESOURCES AND DEVELOPMENT MANAGEMENT DEPARTMENT (FORMERLY EMA) STANDARD PLANS. 2. ALL WORK SHALL CONFORM TO THE STATE CONSTRUCTION SAFETY ORDERS. 3. ALL WORK SHALL CONFORM TO THE CITY OF SAN JUAN CAPISTRANO LAND USE MANAGEMENT CODE. 4. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND NOTIFYING THE GRADING INSPECTOR. 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING INSPECTOR AT (949) 443-6354 AT LEAST 24 HOURS PRIOR TO STARTING ANY CONSTRUCTION. 6. IN THE EVENT THAT EXISTING TRAFFIC STRIPING AND MARKINGS ARE OBLITERATED BY CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE SAID STRIPING. 7. ALL PAVING REMOVAL SHALL BE SAW CUT AT THE CITY ENGINEER'S DIRECTION, MINIMUM DEPTH OF CUT - 1136 INCHES. 8. STATIONING REFERS TO CENTERLINE OF STREETS UNLESS OTHERWISE NOTED. 9. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF SAN JUAN CAPISTRANO DOES NOT CONSTITUTE A REPRESENTATION AS TO ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATIONS IN THE FIELD. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING WARNING SIGNS, DEVICES, LIGHTS AND FLAGMEN IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". 11. ALL FORMS SHALL BE INSPECTED AND APPROVED PRIOR TO THE POURING OF CONCRETE TO ASSURE PROPER SLOPE AND ACCESS TO BUILDINGS. 12. INGRESS AND EGRESS TO EXISTING ESTABLISHMENTS SHALL BE KEPT OPEN TO THE SATISFACTION OF THE CITY ENGINEER. 13. PRIOR TO APPROVAL OF IMPROVEMENTS BY THE ENGINEERING DIVISION AND ACCEPTANCE BY THE CITY, CENTERLINE MONUMENTS SHALL BE SET AT ALL POINTS OF INTERSECTING STREETS, BEGINNING OF CURVES, POINTS OF REVERSE CURVE, END OF CURVES, CENTER OF CUL-DE-SACS AND ANY OTHER POINTS DESIGNATED BY THE CITY ENGINEER. TIES TO MONUMENTS SHALL BE SET WITHIN 90 DAYS AFTER COMPLETION OF IMPROVEMENTS AND COPY OF SAID TIES SHALL BE FURNISHED TO THE CITY ENGINEER. 14. REPORTS OF COMPACTION WITHIN THE TRAVELED WAY OF ALL STREETS SHALL BE SUBMITTED TO, AND APPROVED BY THE CITY ENGINEER, PRIOR TO PLACING ANY IMPROVEMENTS _x 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL TRAFFIC SIGNS WHERE APPLICABLE. 16. FOR DETOURS AND STREET CLOSURES, PUT FOLLOWING NOTE, "CONTRACTOR SHALL NOTIFY CITY ENGINEER (493-1171), ORANGE COUNTY SHERIFFS DEPARTMENT (834-6005), AND ORANGE COUNTY FIRE AUTHORITY (831-0872) AT LEAST 72 HOUR PRIOR TO STREET CLOSURE OR DETOUR." 17. WHERE GROUND WATER IS ENCOUNTERED DURING TRENCHING AND/OR EXCAVATION, A MINIMUM OF 1 FOOT OF NO. 2 ROCK SHALL BE PLACED BENEATH ANY PIPE TO THE SATISFACTION OF THE CITY ENGINEER. 18. THE CONTRACTOR SHALL HAVE A COPY OF THE "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF SANITARY SEWERS," CITY OF SAN JUAN CAPISTRANO, ON THE JOB SITE AT ALL TIMES. COPIES OF THESE SPECIFICATIONS MAY BE PURCHASED AT THE CITY HALL, ENGINEERING DIVISION, CITY OF SAN JUAN CAPISTRANO, CALIFORNIA. 19. CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA(S). AT NO TIME SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE. 20. NO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE RIGHT-OF-WAY. 21. A TRAFFIC CONTROL PLAN SHALL BE REQUIRED FOR ALL LANE CLOSURES. SAID PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE TRAFFIC ENGINEER PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY. 22. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE CITY OF SAN JUAN CAPISTRANO, ESPECIALLY SECTION 6-3.06(B), (C), (D), AND (E), AND SHALL SECURE THE SERVICES OF THE CITY'S EXCLUSIVE SOLID WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS. 23. MAINTAIN THE SITE IN A "WET -DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY REMOVE SPILLAGE FROM THE PUBLIC RIGHT-OF-WAY BY SWEEPING OR SPRINKLING, HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. 24. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNER'S IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNER OF THE ADJACENT PROPERTIES, AND SUBMITTING A NOTARIZED COPY THEREOF TO THE CITY ENGINEERING DIVISION. 25. ISSUANCE OF A PERMIT FROM THE ENGINEERING DIVISION AND/OR BUILDING DIVISION DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER CITY REGULATORY DIVISIONS/DEPARTMENTS OR AGENCIES WITH REGULATORY RESPONSIBILITIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. 26. EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR DURING ENTIRE CONSTRUCTION PERIOD. 27. PER CITY COUNCIL POLICY 505, NIGHT TIME CONSTRUCTION WORK WILL BE REQUIRED ON HEAVILY TRAVELED STREETS (IN NON-RESIDENTIAL NEIGHBORHOODS). REFER TO POLICY FOR AFFECTED STREETS. 28. IMPROVEMENT AND/OR CONSTRUCTION OF BIKE TRAILS SHALL BE PER CITY STANDARD NO. 345. 29. "AS BUILT"MYLAR DRAWINGS AND DIGITAL COPIES (IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF SAN JUAN CAPISTRANO DIGITAL SUBMISSION STANDARDS), SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS IN ACCORDANCE WITH APPROVED REVISIONS, TO THE SATISFACTION OF THE CITY ENGINEER. GENERAL GRADING NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE CITY OF SAN JUAN CAPISTRANO, GEOTECHNICAL REPORTS NOTED HEREON, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. 2. INITIAL INSPECTION. PRIOR TO ANY GRADING OR BRUSHING, PREPARATORY TO GRADING, THERE SHALL BE A PRE -GRADING MEETING HELD ON THE SITE. THE PROJECT COORDINATOR SHALL CONTACT THE CITY GRADING/BUILDING INSPECTOR, CITY ENGINEERING INSPECTOR, AND CITY PUBLIC WORKS INSPECTOR AT LEAST 48 HOURS PRIOR AND SHALL CONTACT THE FOLLOWING PRINCIPALS TO BE REPRESENTED AT THE MEETING: OWNER, SOILS ENGINEER, ENGINEERING GEOLOGIST, CIVIL ENGINEER (OR ARCHITECT) AND GRADING CONTRACTOR. 3. SUBSEQUENT INSPECTIONS. REQUESTS FOR INSPECTION BY THE GRADING/BUILDING INSPECTOR OR RECORD OF THE FOLLOWING ITEMS SHALL BE MADE IN THE FORM AND MANNER AS REQUIRED BY THE BUILDING DIVISION: A) CANYON CLEANOUT. AFTER ALL BRUSH AND UNSUITABLE MATERIAL HAS BEEN REMOVED AND AN ACCEPTABLE BASE HAS BEEN EXPOSED, BUT BEFORE ANY FILL IS PLACED. B) TOE BENCH AND KEY INSPECTIONS. AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE FILL IS PLACED. C) OVER -EXCAVATION. AFTER AREA HAS BEEN EXCAVATED, BUT BEFORE FILL IS PLACED. D) DRAINAGE DEVICE INSPECTION. CONTACT GRADING/BUILDING INSPECTOR OF RECORD FOR REQUIREMENTS. E) ROUGH GRADING. WHEN ALL ROUGH GRADING HAS BEEN COMPLETED. THIS INSPECTION MAY BE CALLED FOR AT THE COMPLETION OF ROUGH GRADING WITHOUT THE NECESSITY OF THE CITY ENGINEER HAVING PREVIOUSLY REVIEWED AND APPROVED THE REPORTS. UNDER NORMAL CIRCUMSTANCES, ALL SUBDRAINS AND SLOPE DRAINS SHALL BE IN PLACE AND APPROVED AS A CONDITION FOR ROUGH GRADING RELEASE. 12. THE CIVIL ENGINEER/SURVEYOR SHALL CERTIFY LINE, GRADE AND DRAINAGE OF THE DEVELOPMENT AREA. THE CERTIFICATION SHALL BE SUBMITTED TO THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD PRIOR TO FOOTING AND SLAB PLACEMENT. 13. ANY LOT CORNER OR OCEMA BM, MONUMENT OR TIE DESTROYED OR DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A LICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION OR ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND ORANGE COUNTY RDMD BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8136" X 11" PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN. 14. SITUATION CONTROL FACILITIES (RAINY SEASON: OCTOBER 15 TO APRIL 15): PRIOR TO THE START OF ANY WORK ON DESILTING BASINS AND EROSION CONTROL FACILITIES, THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD AND THE DEPARTMENTAL EROSION CONTROL ENGINEER SHALL BE CALLED TO REVIEW THE PLACEMENT OF SAID FACILITIES. DURING INSTALLATION, INSPECTIONS ARE TO BE CALLED BEFORE ANY CONCRETE IS POURED AND AFTER STRUCTURE IS COMPLETE. A) AFTER EXCAVATION, BUT PRIOR TO FILL PLACEMENT. PRE -FABRICATED DEVICES TO BE AVAILABLE ON SITE FOR INSPECTION. B) AFTER FILL PLACEMENT, BUT PRIOR TO PLACEMENT OF CONCRETE OR OTHER NON-EROSIVE MATERIALS. C) AFTER COMPLETION, IN ACCORDANCE WITH REQUIREMENTS OF THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD. 15. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS", AND W.A.T.C.H.. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SEC11ON OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A FULLY EXECUTED, NOTARIZED AND RECORDED AGREEMENT BETWEEN THE AFFECTED PARTIES SHALL BE EXECUTED. GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL: 1. THE DIRECTOR OF ENGINEERING & BUILDING, OR DESIGNEE, RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID INSTALLATION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER/CITY ENGINEER OR, IN AN EMERGENCY, BY THE DESIGN CIVIL ENGINEER OR DESIGNEE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. FORECASTS SHALL BE RECEIVED FROM BROADCASTS PROVIDED BY THE UNITED STATES WEATHER SERVICE. 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 6. GRADED AREAS AROUND THE TRACT PERIMETER, IF APPLICABLE, MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 8. AREAS SHALL BE MAINTAINED IN SUCH STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 9. FAILURE TO HAVE EROSION CONTROL MEASURES INSTALLED AT THE REQUIRED TIMES WILL RESULT IN FORFEITURE OF THE CLEAN-UP AND COMPLETION DEPOSIT. WORK SHALL NOT CONTINUE UNTIL THE DEPOSIT IS REPLENISHED. 10. DEVICES SHALL BE PROPERLY MAINTAINED IN PLACE UNTIL PROJECT COMPLETION; TORN GRAVEL BAGS SHALL BE REPLACED. 11. BUILD-UP OF SILT AROUND ANY DESILTERS SHALL BE PERIODICALLY REMOVED TO THE SATISFACTION OF THE CITY INSPECTOR AND THE FIELD SUPERINTENDENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARY STORAGE OF EXISTING MANHOLE COVERS, IF APPLICABLE, UN11L DESILTER USE OF MANHOLE IS COMPLETE. 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS OR PIPES, FROM DRAINS OR PIPES OF ADJACENT PROPERTIES, AND FROM ALL PUBLIC AND PRIVATE STREETS. 13. SUBSEQUENT RAINY SEASONS. FOR PROJECTS EXTENDING INTO SUBSEQUENT RAINY SEASONS, NEW TEMPORARY DRAINAGE AND EROSION CONTROL PLANS SHALL BE SUBMITTED. THESE PLANS SHALL COMPLY WITH ALL THE ABOVE MENTIONED REQUIREMENTS. 14. EROSION AND SEDIMENT CONTROL SHALL BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOD. 15. PROVIDE AT DOWNSTREAM CATCH BASINS A WAY TO CATCH DEBRIS FROM ENTERING CATCH BASIN AND PROVIDE PROTECTION AROUND IT DURING THE ENTIRE CONSTRUCTION PHASE (GRAVEL BAGS OR OTHER CITY APPROVED METHOD.) PROTECTION MUST BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PROCESS. 16. PROVIDE PROTECTION DURING ENTIRE CONSTRUCTION PHASE AROUND ALL INLETS WHERE SOIL IS NOT STABILIZED YET WITH VEGETATION (GRAVEL BAGS OR OTHER CITY APPROVED METHOD.) .. ,x „ „ t.;. ,.. w.m.Y. . ,- : ,, «.,r. r .. 17. ALL DISTURBED SLOPES SHOULD BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION (SUCH AS HYDRO SEEDING, OR OTHER APPROVED MEASURES). ALL INLETS SHOULD BE PROTECTED UNTIL VEGETATION IS AT LEAST 80% ESTABLISHED. 18. STABILIZED CONSTRUCTION ENTRANCES MUST BE SET UP PRIOR TO ANY GRADING OR h EARTHWORK OPERATION. CONTRACTOR TO MAINTAIN ENTRANCE DURING CONSTRUCTION." 19. DURING CON STRUCTI ON, CONTRACTOR MUST PROVIDE DAILY STREET SWEEPING. (SWEEP AT END OF EVERY DAY TO PICK-UP DIRT AND/OR DEBRIS.) 20. CONSTRUCTION WATER: THE CONTRACTOR SHALL REDUCE OR ELIMINATE EXCESSIVE CONSTRUCTION WATER THAT MAY CAUSE EROSION AND CARRY POLLUTANTS FROM THE SITE. IN ADDITION, THE CONTRACTOR SHALL: STORE CONSTRUCTION WATER IN LEAK -PROOF TANKS LOCATED AWAY FROM DRAINAGE SYSTEMS. USE CONSTRUCTION WATER CONSERVATIVELY. WHENEVER POSSIBLE, DISPOSE OF EXCESS WATER ON-SITE, BY ALLOWING IT TO SOAK INTO THE GROUND. 21. ASPHALT AND BITUMINOUS PRODUCTS: THE CONTRACTOR SHALL PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS FROM ASPHALT AND BITUMINOUS OPERATIONS BY PREVENTING RUN-ON AND RUN-OFF OF WATER DURING PAVING OPERATIONS AND PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND SUBCONTRACTORS. IN ADDITION, THE CONTRACTOR SHALL: AVOID PRIME OR TACK COATING DURING WET WEATHER. STORE MATERIALS AWAY FROM DRAINAGE COURSES. COVER CATCH BASINS AND MANHOLES WHEN APPLYING SEAL COAT, TACK COAT, SLURRY SEAL, FOG SEAL, ETC. MAKE SURE SAND OR GRAVEL PLACED OVER NEW ASPHALT DOES NOT WASH INTO STORM DRAINS, STREETS, OR CREEKS. DISPOSE OF OLD ASPHALT PROPERLY AND COLLECT, AND REMOVE ALL BROKEN ASPHALT FROM THE SITE, AND RECYCLE WHENEVER POSSIBLE. DO NOT DISPOSE OF ASPHALT PRODUCTS INTO WATERWAYS. FOLLOW THE STORM WATER PERMITTING REQUIREMENTS FOR INDUSTRIAL ACTIVITIES IF PAVING INVOLVES AN ON-SITE MIXING PLANT. 22. HOUSEKEEPING/CLEANUP: THE CONTRACTOR SHALL PREVENT POLLUTION OF STORM WATER FROM CLEAN-UP AND DISPOSAL OPERATIONS BY USING GOOD HOUSEKEEPING METHODS. WHEN FLUIDS OR DRY MATERIALS SPILL, CLEAN-UP SHOULD BE IMMEDIATE, THOROUGH, AND ROUTINE. THE CONTRACTOR SHALL NEVER ATTEMPT TO 'WASH THEM AWAY"WITH WATER OR BURY THEM. THE CONTRACTOR SHALL REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL RESPONSE AGENCIES IMMEDIATELY. THE CONTRACTOR SHALL RECOGNIZE THAT DIFFERENT TYPES OF MATERIALS HAVE DIFFERENT DISPOSAL REQUIREMENTS AND FOLLOW APPROPRIATE PRACTICES. THE CONTRACTOR SHALL CONFINE NON -HAZARDOUS DEBRIS TO DUMPSTERS, COVERED AT NIGHT OR DURING WET WEATHER, AND TAKE THE DEBRIS TO A LANDFILL FOR RECYCLING OR DISPOSAL. THE CONTRACTOR SHALL HANDLE HAZARDOUS DEBRIS IN ACCORDANCE WITH SPECIFIC LAWS AND REGULATIONS AND DISPOSE OF THEM PROPERLY. A SEPARATE PERMIT MAY BE REQUIRED. COMMON HAZARDOUS DEBRIS FOUND ON CONSTRUCTION SITES ARE: LIQUID RESIDUES FROM PAINTS, THINNERS, SOLVENTS, GLUES, AND CLEANING FLUIDS; LEACHING AGENTS FROM LUMBER SUCH AS FORMALDEHYDE, ARSENIC, COPPER, CREOSOTE AND CHROMIUM; MOTOR OIL; GEAR OIL; ANTIFREEZE FLUIDS; BRAKE FLUIDS; ETC.; AND UNUSED PESTICIDES. 23. NPDES AND CLEAN WATER ACT OF 1990 COMPLIANCE. (ALL DEVELOPMENTS) THE APPLICANT SHALL SUBMIT TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL FOR A WATER QUALITY MANAGEMENT PLAN (WQMP)/EROSION CONTROL PLAN SPECIFICALLY IDENTIFYING STRUCTURAL AND NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) THAT WILL BE USED ON-SITE TO CONTROL PREDICTABLE POLLUTANT RUNOFF. 24. THE CITY OF SAN JUAN CAPISTRANO, IN CONFORMANCE WITH THE CITY'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, IS DEDICATED TO THE ELIMINATION/REDUCTION OF WATER POLLUTION AS A RESULT OF CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL COMPLY WITH THE ITEMS DESCRIBED IN THIS SECTION NECESSARY TO ELIMINATE/REDUCE WATER POLLUTION. SAID ITEMS ARE INTENDED TO PROVIDE PREVENTION, CONTROL, AND ABATEMENT OF WATER POLLUTION INTO STORM DRAIN SYSTEMS, STREAMS, AND ANY OTHER BODIES OF WATER AS A RESULT OF THE CONTRACTOR'S OPERATIONS. THESE ITEMS ARE SUPPLEMENTAL TO THOSE REQUIRED OF THE CONTRACTOR IN SECTION 7-8 'PROJECT SITE MAINTENANCE"OF THE 'GREENBOOK ". THE PERMITTEE SHALL PLACE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE CITY'S APPROVED STANDARDS REGARDING EROSION CONTROL AND THE CITY OF SAN JUAN CAPISTRANO GRADING ORDINANCE, AND TO THE SATISFACTION OF THE BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. PERMITTEE SHALL BE RESPONSIBLE FOR PROVIDING THE FREE FLOW OF STORM RUNOFF AND FLOOD CONTROL CHANNELS, STORM DRAINS, AND TRIBUTARIES DURING THE CONSTRUCTION PERIOD; AND PERMITTEE AGREES TO ASSUME ALL LIABILITY FOR ANY AND ALL DAMAGES THAT MAY RESULT FROM SUCH. PERMITTEE SHALL DESIGN AND IMPLEMENT SEDIMENT BASINS OR USE ANY OTHER APPROVED METHOD TO MINIMIZE DOWNSTREAM SEDIMENT TRANSPORTATION DURING STREAM FLOW. ALL SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH THE CITY'S GRADING ORDINANCE AND WATER QUALITY ORDINANCE. DISPOSAL AREAS WILL BE UTILIZED IN A MANNER THAT ENSURES ADEQUATE EROSION CONTROL PROTECTION AND THE PREVENTION OF PONDING, AS APPROVED BY THE CITY BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. ALL DISPOSAL (STOCKPILING) SITES WITHIN THE CITY MUST BE PERMITTED WITH A GRADING PERMIT. CITY OF SAN JUAN CAPISTRANO a DEPARTMENT OF PUBLIC WORKS & UTILITIES a GENERAL NOTES ALIPAZ STREET, CAMINO CAPISTRANO, DEL OBISPO, z LA NOVIA ROAD, RANCHO VIEJO ROAD, TRABUCO CREEK ROAD O � a Z ip� O PREPARED UNDER THE SUPERVISION OF: KOA CORPORATION QROFESs/pNq WW PLANNING & ENGINEERING ��O ��N ZHOG ��ny W 2141 W. Orangewood Avenue, Suite A r� Z Orange, CA. 92868 c� No. 66448 m Cc Tel: (714)573-0317 Fax: (714)573-9534 EXP. 6-3D-18 s4L T CIV1� �Q- J q)<r OF CpU\F Min Zhou, RCE No. 66448 Date ¢ DRAWN BY: DESIGN BY: - - z WS SWV /}nSHEET CHECKED BY: CHECKED BY:`LL�� GEORGE Oz SWV IVIZ CITY ENGIIKEER EZ R.C.E. 161 EXP. 2/31 2017 20F10/2017 OF 10 F) FINAL. ALL WORK, INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND OTHER PROTECTIVE DEVICES HAS BEEN COMPLETED AND ALL WRITTEN PROFESSIONAL PPROVALS AND THE REQUIRED REPORTS HAVE BEEN SUBMITTED. REQUIRED REPORTS FROM THE SOILS ENGINEER SHALL INCLUDE, BUT NOT BE LIMITED TO, INTERIOR AND EXTERIOR UTILITY TRENCH BACKFILL COMPACTION AND RETAINING WALL BACKFILL COMPACTION. AN AS -BUILT PLAN WILL BE REQUIRED IF, IN THE OPINION OF THE CITY ENGINEER, THE FINISHED SITE SIGNIFICANTLY DEVIATES FROM THE APPROVED GRADING PLAN. 4. CUT SLOPES SHALL BE NOT STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 5. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL AND SHALL HAVE NOT LESS THAN 90% COMPAC11ON OUT TO THE FINISHED SURFACE. 6. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% DENSITY AS DETERMINED BY U.B.C. STANDARD NO. 70-1-70 AND, CERTIFIED BY THE SOILS ENGINEER. 7. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD AND SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. AFTER FILL IS PLACED, A COMPACTION REPORT, TEST RESULTS AND A LETTER OF CERTIFICATION SIGNED AND STAMPED BY THE SOILS ,... , ENGINEER SHALL BE SUBMITTED TO THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD. 8. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL AS PER DETAIL ON PLAN 9. ALL EXISTING FILLS SHALL BE APPROVED BY THE CITY ENGINEER OR REMOVED BEFORE " ANY ADDITIONAL FILL IS ADDED. - 10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO EXCAVATION. 11. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SITE SOILS ENGINEER PER THE GRADING CODE AND LETTER REPORT SIGNED AND STAMPED AND =" SENT TO THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD WITH RESULTS OF TESTS. 12. THE CIVIL ENGINEER/SURVEYOR SHALL CERTIFY LINE, GRADE AND DRAINAGE OF THE DEVELOPMENT AREA. THE CERTIFICATION SHALL BE SUBMITTED TO THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD PRIOR TO FOOTING AND SLAB PLACEMENT. 13. ANY LOT CORNER OR OCEMA BM, MONUMENT OR TIE DESTROYED OR DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A LICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION OR ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND ORANGE COUNTY RDMD BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8136" X 11" PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN. 14. SITUATION CONTROL FACILITIES (RAINY SEASON: OCTOBER 15 TO APRIL 15): PRIOR TO THE START OF ANY WORK ON DESILTING BASINS AND EROSION CONTROL FACILITIES, THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD AND THE DEPARTMENTAL EROSION CONTROL ENGINEER SHALL BE CALLED TO REVIEW THE PLACEMENT OF SAID FACILITIES. DURING INSTALLATION, INSPECTIONS ARE TO BE CALLED BEFORE ANY CONCRETE IS POURED AND AFTER STRUCTURE IS COMPLETE. A) AFTER EXCAVATION, BUT PRIOR TO FILL PLACEMENT. PRE -FABRICATED DEVICES TO BE AVAILABLE ON SITE FOR INSPECTION. B) AFTER FILL PLACEMENT, BUT PRIOR TO PLACEMENT OF CONCRETE OR OTHER NON-EROSIVE MATERIALS. C) AFTER COMPLETION, IN ACCORDANCE WITH REQUIREMENTS OF THE CITY'S GRADING/BUILDING INSPECTOR OF RECORD. 15. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS", AND W.A.T.C.H.. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SEC11ON OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A FULLY EXECUTED, NOTARIZED AND RECORDED AGREEMENT BETWEEN THE AFFECTED PARTIES SHALL BE EXECUTED. GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL: 1. THE DIRECTOR OF ENGINEERING & BUILDING, OR DESIGNEE, RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID INSTALLATION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER/CITY ENGINEER OR, IN AN EMERGENCY, BY THE DESIGN CIVIL ENGINEER OR DESIGNEE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. FORECASTS SHALL BE RECEIVED FROM BROADCASTS PROVIDED BY THE UNITED STATES WEATHER SERVICE. 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 6. GRADED AREAS AROUND THE TRACT PERIMETER, IF APPLICABLE, MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 8. AREAS SHALL BE MAINTAINED IN SUCH STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 9. FAILURE TO HAVE EROSION CONTROL MEASURES INSTALLED AT THE REQUIRED TIMES WILL RESULT IN FORFEITURE OF THE CLEAN-UP AND COMPLETION DEPOSIT. WORK SHALL NOT CONTINUE UNTIL THE DEPOSIT IS REPLENISHED. 10. DEVICES SHALL BE PROPERLY MAINTAINED IN PLACE UNTIL PROJECT COMPLETION; TORN GRAVEL BAGS SHALL BE REPLACED. 11. BUILD-UP OF SILT AROUND ANY DESILTERS SHALL BE PERIODICALLY REMOVED TO THE SATISFACTION OF THE CITY INSPECTOR AND THE FIELD SUPERINTENDENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARY STORAGE OF EXISTING MANHOLE COVERS, IF APPLICABLE, UN11L DESILTER USE OF MANHOLE IS COMPLETE. 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS OR PIPES, FROM DRAINS OR PIPES OF ADJACENT PROPERTIES, AND FROM ALL PUBLIC AND PRIVATE STREETS. 13. SUBSEQUENT RAINY SEASONS. FOR PROJECTS EXTENDING INTO SUBSEQUENT RAINY SEASONS, NEW TEMPORARY DRAINAGE AND EROSION CONTROL PLANS SHALL BE SUBMITTED. THESE PLANS SHALL COMPLY WITH ALL THE ABOVE MENTIONED REQUIREMENTS. 14. EROSION AND SEDIMENT CONTROL SHALL BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOD. 15. PROVIDE AT DOWNSTREAM CATCH BASINS A WAY TO CATCH DEBRIS FROM ENTERING CATCH BASIN AND PROVIDE PROTECTION AROUND IT DURING THE ENTIRE CONSTRUCTION PHASE (GRAVEL BAGS OR OTHER CITY APPROVED METHOD.) PROTECTION MUST BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PROCESS. 16. PROVIDE PROTECTION DURING ENTIRE CONSTRUCTION PHASE AROUND ALL INLETS WHERE SOIL IS NOT STABILIZED YET WITH VEGETATION (GRAVEL BAGS OR OTHER CITY APPROVED METHOD.) .. ,x „ „ t.;. ,.. w.m.Y. . ,- : ,, «.,r. r .. 17. ALL DISTURBED SLOPES SHOULD BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION (SUCH AS HYDRO SEEDING, OR OTHER APPROVED MEASURES). ALL INLETS SHOULD BE PROTECTED UNTIL VEGETATION IS AT LEAST 80% ESTABLISHED. 18. STABILIZED CONSTRUCTION ENTRANCES MUST BE SET UP PRIOR TO ANY GRADING OR h EARTHWORK OPERATION. CONTRACTOR TO MAINTAIN ENTRANCE DURING CONSTRUCTION." 19. DURING CON STRUCTI ON, CONTRACTOR MUST PROVIDE DAILY STREET SWEEPING. (SWEEP AT END OF EVERY DAY TO PICK-UP DIRT AND/OR DEBRIS.) 20. CONSTRUCTION WATER: THE CONTRACTOR SHALL REDUCE OR ELIMINATE EXCESSIVE CONSTRUCTION WATER THAT MAY CAUSE EROSION AND CARRY POLLUTANTS FROM THE SITE. IN ADDITION, THE CONTRACTOR SHALL: STORE CONSTRUCTION WATER IN LEAK -PROOF TANKS LOCATED AWAY FROM DRAINAGE SYSTEMS. USE CONSTRUCTION WATER CONSERVATIVELY. WHENEVER POSSIBLE, DISPOSE OF EXCESS WATER ON-SITE, BY ALLOWING IT TO SOAK INTO THE GROUND. 21. ASPHALT AND BITUMINOUS PRODUCTS: THE CONTRACTOR SHALL PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS FROM ASPHALT AND BITUMINOUS OPERATIONS BY PREVENTING RUN-ON AND RUN-OFF OF WATER DURING PAVING OPERATIONS AND PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND SUBCONTRACTORS. IN ADDITION, THE CONTRACTOR SHALL: AVOID PRIME OR TACK COATING DURING WET WEATHER. STORE MATERIALS AWAY FROM DRAINAGE COURSES. COVER CATCH BASINS AND MANHOLES WHEN APPLYING SEAL COAT, TACK COAT, SLURRY SEAL, FOG SEAL, ETC. MAKE SURE SAND OR GRAVEL PLACED OVER NEW ASPHALT DOES NOT WASH INTO STORM DRAINS, STREETS, OR CREEKS. DISPOSE OF OLD ASPHALT PROPERLY AND COLLECT, AND REMOVE ALL BROKEN ASPHALT FROM THE SITE, AND RECYCLE WHENEVER POSSIBLE. DO NOT DISPOSE OF ASPHALT PRODUCTS INTO WATERWAYS. FOLLOW THE STORM WATER PERMITTING REQUIREMENTS FOR INDUSTRIAL ACTIVITIES IF PAVING INVOLVES AN ON-SITE MIXING PLANT. 22. HOUSEKEEPING/CLEANUP: THE CONTRACTOR SHALL PREVENT POLLUTION OF STORM WATER FROM CLEAN-UP AND DISPOSAL OPERATIONS BY USING GOOD HOUSEKEEPING METHODS. WHEN FLUIDS OR DRY MATERIALS SPILL, CLEAN-UP SHOULD BE IMMEDIATE, THOROUGH, AND ROUTINE. THE CONTRACTOR SHALL NEVER ATTEMPT TO 'WASH THEM AWAY"WITH WATER OR BURY THEM. THE CONTRACTOR SHALL REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL RESPONSE AGENCIES IMMEDIATELY. THE CONTRACTOR SHALL RECOGNIZE THAT DIFFERENT TYPES OF MATERIALS HAVE DIFFERENT DISPOSAL REQUIREMENTS AND FOLLOW APPROPRIATE PRACTICES. THE CONTRACTOR SHALL CONFINE NON -HAZARDOUS DEBRIS TO DUMPSTERS, COVERED AT NIGHT OR DURING WET WEATHER, AND TAKE THE DEBRIS TO A LANDFILL FOR RECYCLING OR DISPOSAL. THE CONTRACTOR SHALL HANDLE HAZARDOUS DEBRIS IN ACCORDANCE WITH SPECIFIC LAWS AND REGULATIONS AND DISPOSE OF THEM PROPERLY. A SEPARATE PERMIT MAY BE REQUIRED. COMMON HAZARDOUS DEBRIS FOUND ON CONSTRUCTION SITES ARE: LIQUID RESIDUES FROM PAINTS, THINNERS, SOLVENTS, GLUES, AND CLEANING FLUIDS; LEACHING AGENTS FROM LUMBER SUCH AS FORMALDEHYDE, ARSENIC, COPPER, CREOSOTE AND CHROMIUM; MOTOR OIL; GEAR OIL; ANTIFREEZE FLUIDS; BRAKE FLUIDS; ETC.; AND UNUSED PESTICIDES. 23. NPDES AND CLEAN WATER ACT OF 1990 COMPLIANCE. (ALL DEVELOPMENTS) THE APPLICANT SHALL SUBMIT TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL FOR A WATER QUALITY MANAGEMENT PLAN (WQMP)/EROSION CONTROL PLAN SPECIFICALLY IDENTIFYING STRUCTURAL AND NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) THAT WILL BE USED ON-SITE TO CONTROL PREDICTABLE POLLUTANT RUNOFF. 24. THE CITY OF SAN JUAN CAPISTRANO, IN CONFORMANCE WITH THE CITY'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, IS DEDICATED TO THE ELIMINATION/REDUCTION OF WATER POLLUTION AS A RESULT OF CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL COMPLY WITH THE ITEMS DESCRIBED IN THIS SECTION NECESSARY TO ELIMINATE/REDUCE WATER POLLUTION. SAID ITEMS ARE INTENDED TO PROVIDE PREVENTION, CONTROL, AND ABATEMENT OF WATER POLLUTION INTO STORM DRAIN SYSTEMS, STREAMS, AND ANY OTHER BODIES OF WATER AS A RESULT OF THE CONTRACTOR'S OPERATIONS. THESE ITEMS ARE SUPPLEMENTAL TO THOSE REQUIRED OF THE CONTRACTOR IN SECTION 7-8 'PROJECT SITE MAINTENANCE"OF THE 'GREENBOOK ". THE PERMITTEE SHALL PLACE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE CITY'S APPROVED STANDARDS REGARDING EROSION CONTROL AND THE CITY OF SAN JUAN CAPISTRANO GRADING ORDINANCE, AND TO THE SATISFACTION OF THE BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. PERMITTEE SHALL BE RESPONSIBLE FOR PROVIDING THE FREE FLOW OF STORM RUNOFF AND FLOOD CONTROL CHANNELS, STORM DRAINS, AND TRIBUTARIES DURING THE CONSTRUCTION PERIOD; AND PERMITTEE AGREES TO ASSUME ALL LIABILITY FOR ANY AND ALL DAMAGES THAT MAY RESULT FROM SUCH. PERMITTEE SHALL DESIGN AND IMPLEMENT SEDIMENT BASINS OR USE ANY OTHER APPROVED METHOD TO MINIMIZE DOWNSTREAM SEDIMENT TRANSPORTATION DURING STREAM FLOW. ALL SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH THE CITY'S GRADING ORDINANCE AND WATER QUALITY ORDINANCE. DISPOSAL AREAS WILL BE UTILIZED IN A MANNER THAT ENSURES ADEQUATE EROSION CONTROL PROTECTION AND THE PREVENTION OF PONDING, AS APPROVED BY THE CITY BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. ALL DISPOSAL (STOCKPILING) SITES WITHIN THE CITY MUST BE PERMITTED WITH A GRADING PERMIT. CITY OF SAN JUAN CAPISTRANO a DEPARTMENT OF PUBLIC WORKS & UTILITIES a GENERAL NOTES ALIPAZ STREET, CAMINO CAPISTRANO, DEL OBISPO, z LA NOVIA ROAD, RANCHO VIEJO ROAD, TRABUCO CREEK ROAD O � a Z ip� O PREPARED UNDER THE SUPERVISION OF: KOA CORPORATION QROFESs/pNq WW PLANNING & ENGINEERING ��O ��N ZHOG ��ny W 2141 W. Orangewood Avenue, Suite A r� Z Orange, CA. 92868 c� No. 66448 m Cc Tel: (714)573-0317 Fax: (714)573-9534 EXP. 6-3D-18 s4L T CIV1� �Q- J q)<r OF CpU\F Min Zhou, RCE No. 66448 Date ¢ DRAWN BY: DESIGN BY: - - z WS SWV /}nSHEET CHECKED BY: CHECKED BY:`LL�� GEORGE Oz SWV IVIZ CITY ENGIIKEER EZ R.C.E. 161 EXP. 2/31 2017 20F10/2017 OF 10 cm R=24' 52- R30B (CA) -00 1+00 Y _2+00 _ 3+00 6 M4-14 q 2 rl 46 in R=2�� 17 1LJ M6-1(RT) M6-1 (LT) 5 M4-14 R30B (CA) Ln 4+00 5+00 - - eo ao ! I R30B (CA), 'bog Waste" - - - - 5 M6-3 _ 79' CURVE TABLE # LENGTH RADIUS DELTA TANGENT C1 7.81' 25' 17.918' 3.94 C2 19.347' 30' 36.951' 10.02 C3 8.088 3 154.472' 13.24 LEGEND REMOVE PAVEMENT MARKING S� EXISTING PAVEMENT MARKING TO REMAIN i PROPOSED PAVEMENT MARKING EXISTING STRIPING TO REMAIN PROPOSED STRIPING REMOVE STRIPING LINE TABLE # LENGTH BEARING L1 18.467' 42°12'24" L2 55.417' 240'7'29" -. L� nn cF �r nn•nr�Z» M6-3 how GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO REPLACE EXISTING SIGNS. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. U -1 1 6L'r�1 CIVIL CONSTRUCTION NOTES O RELOCATE EXISTING K -RAIL AND POSTS AS SHOWN. O CONSTRUCT 8' WIDE RAMP. 6" AC OVER 6" CMB. 6" AC TACK AND FEATHER \ FOR SMOOTH JOINT 6" CMB' EXISTING AC \SAWCUT AC JOINT DETAIL \' \ \�0 JOIN EXISTING STRIPING \ STA 13+51.04 / 5 M6-3 \ n , +p e� R3°g �°Pl• a End' - - R2-1 1 100' 2 8306 [CPI- P 5 M6-3 2 R1_1lbo ao _ -03 L0 8+00 - T - — -77+000 - _/ - R3°s �oN) - 1 100 \ LO 00 - O R308 (CA R30B (CA) 2 1 100' 5 ADJUST POLE HEIGHT TO \ \ MAINTAIN 7' CLEARANCE; - M6-3 s M4-14 b1KL LAM: M6-1(LT) M6-1(RT) R81 CA WAYFINDING #1 WAYFINDING #2 ilk r m J 1M6-3 '1b 00 1 EJOIN XISTING STRIPII STA 13+51.71 SCALE: 1"=40' 0 20 40 80 CITY OF SAN JUAN CAPISTRANO a DEPARTMENT OF PUBLIC WORKS & UTILITIES SIGNING AND STRIPING PLAN ALIPAZ STREET Z CAMINO DEL AVION TO END OF ALIPAZ STREET (r 0PREPARED UNDER THE SUPERVISION OF: 0 KOA CORPORATION �QR°fESS/pN9� W ; PLANNING & ENGINEERING ���`' !lIN Zcl NOU �2 W 2141 W. Orangewood Avenue, Suite A rn Z Orange, CA. 92868 co No. 66448 m Tel: (714)573-0317 Fax: (714)573-9534 DIP. 6-30-18 .� CI�` 3�i 3 s} V 1� �Q- J CAS\F Min Zhou, RCE No. 66448 Date Q DRAWN BY: DESIGN BY: z WS SWV'� SHEET O CHECKED BY: CHECKED BY: GEORGE ALVAREZ DATE 3 OF 10 Z SWV MZ CITY ENGINEER R.C.E. 25161 EXP. 12/31/2017 STRIPING CONSTRUCTION NOTES E1 PAINT 6" BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. E2 PAINT BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. E3 PAINT 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. E4 INSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24, AS SHOWN. E5 INSTALL ROADSIDE WAYFINDING SIGN #3 AND R81(CA) AS SHOWN. E6 INSTALL ROADSIDE WAYFINDING SIGN #1 AND POST, AS SHOWN. ❑7 INSTALL ROADSIDE WAYFINDING SIGN #2 AND POST, AS SHOWN. E8 INSTALL BIKE LANE LINE MARKING PER CA MUTCD, LATEST EDITION, BIKE LEGEND "C", PER FIGURE 9C-3. E9 PAINT YELLOW SKIP CENTERLINE PER CALTRANS STANDARD PLAN A20A, DETAIL 1. 10 FURNISH AND INSTALL ULINE REMOVABLE BOLLARD MODEL NUMER H-5556, WITH INSTALLATION KIT MODEL NUMBER H-2121. ilk r m J 1M6-3 '1b 00 1 EJOIN XISTING STRIPII STA 13+51.71 SCALE: 1"=40' 0 20 40 80 CITY OF SAN JUAN CAPISTRANO a DEPARTMENT OF PUBLIC WORKS & UTILITIES SIGNING AND STRIPING PLAN ALIPAZ STREET Z CAMINO DEL AVION TO END OF ALIPAZ STREET (r 0PREPARED UNDER THE SUPERVISION OF: 0 KOA CORPORATION �QR°fESS/pN9� W ; PLANNING & ENGINEERING ���`' !lIN Zcl NOU �2 W 2141 W. Orangewood Avenue, Suite A rn Z Orange, CA. 92868 co No. 66448 m Tel: (714)573-0317 Fax: (714)573-9534 DIP. 6-30-18 .� CI�` 3�i 3 s} V 1� �Q- J CAS\F Min Zhou, RCE No. 66448 Date Q DRAWN BY: DESIGN BY: z WS SWV'� SHEET O CHECKED BY: CHECKED BY: GEORGE ALVAREZ DATE 3 OF 10 Z SWV MZ CITY ENGINEER R.C.E. 25161 EXP. 12/31/2017 P.R. Ve wL U U in w N 10 10' 2 ---- - _ 2+00 3±00 U') - - -R2-7 (35), R32 (CA), R81A +a— (CA) , Rzs (CA) ocrA eus 2 M6 C-4 a0— () + + W � W ^� 73+00 Zj 14+00 J _ t I VN N 1� o -_-_- I- + ),, Q + R2 -I,' - + (CA), R30B (CA 2 M6-3 LEGEND REMOVE PAVEMENT MARKING EXISTING PAVEMENT MARKING TO REMAIN i PROPOSED PAVEMENT MARKING EXISTING STRIPING TO REMAIN PROPOSED STRIPING REMOVE STRIPING 100' S EET SIGN OCTA BUS 4+00 M o _ 5+00 Q A iN o 2 IM4-14 R3 1INO CAPISTRANO R32 (CA) SR4-1 (CA), R32 Ms -3 � 0) - -- - - R29 7+00 = - - _ 8+00 + r r' + �� _ �— (CA) - _ R32 (CA) _ - a -i + ao - O 9+00 t + i U') 00 + + R2-1 (35), R32 (CA), R30B + — —N F- 70+00 F Lo LL- Q _ J - 12+00 ~ - —�- — _ _ N + o W 3 16-3 - b Z O W3-3, R32 (CA), R30—� ' �_� i + + i r7 zo J J 1 (CA) --3— — M fV In SJC WAYFINDING, R32C ( ) R306 (CA) STR{Er CAMINO CAPISTRANO 2 M6-3 SIGN ..;•^r,§sn , a� , ,, _ - R32 (CA), R818 (CA) to 15+00 00 16+00 + + + + SJC WAYFINDING on luminaire 17+00 _ - - - r00 �_ _ R32 (CA) W3-3 on luminaire 2 M6-3 A , Y - -8+p rr)+ �� - R32 (CA), RB1A (CA) R2- O '.,.! cv - _ - - �'- _ -� 79+00 N o + + �� �._ _ - - - ) _ _ 7 (35) (CA), R30B (CA) 1 _ + _ _ - ---.- 21+00 OCTA BUS, R30E (CA) —� - - �� + LL + c0 0 _ -+-- _ 1 rM6- 3 CITY PARKING SIGN h -� + + + �+ + o -O 23+00 N R30E (CA), R32 (CA) - - -� �� + + + W Q Z� :I CONSTRUCTION NOTES x .^ --*— - a - _ 0 J ,,� S (, SJC WAYFINDING R32 (CA) 1 INSTALL SHARROW PER CAMUTCD FIGURE 9C-9. SEE DETAIL 'A'. jylR32 (CA) �-"p-- - - .. '� u6 SJC WAYFINDING SJC WAYFINDING F2INSTALL ROADSIDE WAYFINDING SIGN #1 AND D11-1(MOD) ON POST OR AS SHOWN.151 SJC WAYFINDING, R3-8, R32 (CA), BEGIN YELLOW GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO REPLACE EXISTING SIGNS. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. M4-14 M4-6 IL M6-3 SANJUAN it CAPISTRANO Camino Capistrano Bike Route WAYFINDING #1 D11-1(MOD) j RIP DETAIL 'A' SHARED LANE MARKING CA MUTCD FIGURE 9C-9 N.T.S SCALE: 1 "=40' 0 20 40 80 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS & UTILITIES Q SIGNING AND STRIPING PLAN CAMINO CAPISTRANO°:, z �s z LA ZANJA STREET TO DEL OBISPO STREET Ir O(� PREPARED UNDER THE SUPERVISION OF: O KOA CORPORATION QROFESS/ON LU PLANNING & ENGINEERING w 2141 W. Orangewood Avenue, Suite A y z Orange, CA. 92868 co No. 66448 m Tel: (714)573-0317 Fax: (714)573-9534 pIP, 6_18 q civ(��a��` OF Cpl\F�_ Min Zhou, RCE No. 66446 Date ¢ DRAWN BY: DESIGN BY: z WS SWV SHEET O CHECKED BY: CHECKED BY: GEORGE ALVA'DATE'4 OF 10 Z SWV IVIZ CITY ENGINEER R.C.E. 25161 EXP. 1.2/31/2017 -': � I 100' S EET SIGN OCTA BUS 4+00 M o _ 5+00 Q A iN o 2 IM4-14 R3 1INO CAPISTRANO R32 (CA) SR4-1 (CA), R32 Ms -3 � 0) - -- - - R29 7+00 = - - _ 8+00 + r r' + �� _ �— (CA) - _ R32 (CA) _ - a -i + ao - O 9+00 t + i U') 00 + + R2-1 (35), R32 (CA), R30B + — —N F- 70+00 F Lo LL- Q _ J - 12+00 ~ - —�- — _ _ N + o W 3 16-3 - b Z O W3-3, R32 (CA), R30—� ' �_� i + + i r7 zo J J 1 (CA) --3— — M fV In SJC WAYFINDING, R32C ( ) R306 (CA) STR{Er CAMINO CAPISTRANO 2 M6-3 SIGN ..;•^r,§sn , a� , ,, _ - R32 (CA), R818 (CA) to 15+00 00 16+00 + + + + SJC WAYFINDING on luminaire 17+00 _ - - - r00 �_ _ R32 (CA) W3-3 on luminaire 2 M6-3 A , Y - -8+p rr)+ �� - R32 (CA), RB1A (CA) R2- O '.,.! cv - _ - - �'- _ -� 79+00 N o + + �� �._ _ - - - ) _ _ 7 (35) (CA), R30B (CA) 1 _ + _ _ - ---.- 21+00 OCTA BUS, R30E (CA) —� - - �� + LL + c0 0 _ -+-- _ 1 rM6- 3 CITY PARKING SIGN h -� + + + �+ + o -O 23+00 N R30E (CA), R32 (CA) - - -� �� + + + W Q Z� :I CONSTRUCTION NOTES x .^ --*— - a - _ 0 J ,,� S (, SJC WAYFINDING R32 (CA) 1 INSTALL SHARROW PER CAMUTCD FIGURE 9C-9. SEE DETAIL 'A'. jylR32 (CA) �-"p-- - - .. '� u6 SJC WAYFINDING SJC WAYFINDING F2INSTALL ROADSIDE WAYFINDING SIGN #1 AND D11-1(MOD) ON POST OR AS SHOWN.151 SJC WAYFINDING, R3-8, R32 (CA), BEGIN YELLOW GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO REPLACE EXISTING SIGNS. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. M4-14 M4-6 IL M6-3 SANJUAN it CAPISTRANO Camino Capistrano Bike Route WAYFINDING #1 D11-1(MOD) j RIP DETAIL 'A' SHARED LANE MARKING CA MUTCD FIGURE 9C-9 N.T.S SCALE: 1 "=40' 0 20 40 80 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS & UTILITIES Q SIGNING AND STRIPING PLAN CAMINO CAPISTRANO°:, z �s z LA ZANJA STREET TO DEL OBISPO STREET Ir O(� PREPARED UNDER THE SUPERVISION OF: O KOA CORPORATION QROFESS/ON LU PLANNING & ENGINEERING w 2141 W. Orangewood Avenue, Suite A y z Orange, CA. 92868 co No. 66448 m Tel: (714)573-0317 Fax: (714)573-9534 pIP, 6_18 q civ(��a��` OF Cpl\F�_ Min Zhou, RCE No. 66446 Date ¢ DRAWN BY: DESIGN BY: z WS SWV SHEET O CHECKED BY: CHECKED BY: GEORGE ALVA'DATE'4 OF 10 Z SWV IVIZ CITY ENGINEER R.C.E. 25161 EXP. 1.2/31/2017 -': 01 100' S EET SIGN OCTA BUS 4+00 M o _ 5+00 Q A iN o 2 IM4-14 R3 1INO CAPISTRANO R32 (CA) SR4-1 (CA), R32 Ms -3 � 0) - -- - - R29 7+00 = - - _ 8+00 + r r' + �� _ �— (CA) - _ R32 (CA) _ - a -i + ao - O 9+00 t + i U') 00 + + R2-1 (35), R32 (CA), R30B + — —N F- 70+00 F Lo LL- Q _ J - 12+00 ~ - —�- — _ _ N + o W 3 16-3 - b Z O W3-3, R32 (CA), R30—� ' �_� i + + i r7 zo J J 1 (CA) --3— — M fV In SJC WAYFINDING, R32C ( ) R306 (CA) STR{Er CAMINO CAPISTRANO 2 M6-3 SIGN ..;•^r,§sn , a� , ,, _ - R32 (CA), R818 (CA) to 15+00 00 16+00 + + + + SJC WAYFINDING on luminaire 17+00 _ - - - r00 �_ _ R32 (CA) W3-3 on luminaire 2 M6-3 A , Y - -8+p rr)+ �� - R32 (CA), RB1A (CA) R2- O '.,.! cv - _ - - �'- _ -� 79+00 N o + + �� �._ _ - - - ) _ _ 7 (35) (CA), R30B (CA) 1 _ + _ _ - ---.- 21+00 OCTA BUS, R30E (CA) —� - - �� + LL + c0 0 _ -+-- _ 1 rM6- 3 CITY PARKING SIGN h -� + + + �+ + o -O 23+00 N R30E (CA), R32 (CA) - - -� �� + + + W Q Z� :I CONSTRUCTION NOTES x .^ --*— - a - _ 0 J ,,� S (, SJC WAYFINDING R32 (CA) 1 INSTALL SHARROW PER CAMUTCD FIGURE 9C-9. SEE DETAIL 'A'. jylR32 (CA) �-"p-- - - .. '� u6 SJC WAYFINDING SJC WAYFINDING F2INSTALL ROADSIDE WAYFINDING SIGN #1 AND D11-1(MOD) ON POST OR AS SHOWN.151 SJC WAYFINDING, R3-8, R32 (CA), BEGIN YELLOW GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO REPLACE EXISTING SIGNS. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. M4-14 M4-6 IL M6-3 SANJUAN it CAPISTRANO Camino Capistrano Bike Route WAYFINDING #1 D11-1(MOD) j RIP DETAIL 'A' SHARED LANE MARKING CA MUTCD FIGURE 9C-9 N.T.S SCALE: 1 "=40' 0 20 40 80 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS & UTILITIES Q SIGNING AND STRIPING PLAN CAMINO CAPISTRANO°:, z �s z LA ZANJA STREET TO DEL OBISPO STREET Ir O(� PREPARED UNDER THE SUPERVISION OF: O KOA CORPORATION QROFESS/ON LU PLANNING & ENGINEERING w 2141 W. Orangewood Avenue, Suite A y z Orange, CA. 92868 co No. 66448 m Tel: (714)573-0317 Fax: (714)573-9534 pIP, 6_18 q civ(��a��` OF Cpl\F�_ Min Zhou, RCE No. 66446 Date ¢ DRAWN BY: DESIGN BY: z WS SWV SHEET O CHECKED BY: CHECKED BY: GEORGE ALVA'DATE'4 OF 10 Z SWV IVIZ CITY ENGINEER R.C.E. 25161 EXP. 1.2/31/2017 -': LEGEND --- REMOVE PAVEMENT MARKING EXISTING PAVEMENT MARKING TO REMAIN i PROPOSED PAVEMENT MARKING EXISTING STRIPING TO REMAIN PROPOSED STRIPING REMOVE STRIPING 1�lp4-\NE GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO REPLACE EXISTING SIGNS. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. SJC WAYFINDING R32 (CA), R81B (CA) - - - y 27+0� r �1 16' � I W h 118' 2 M6-3 �1J 15 I30' �' STREET NAME SIGN, R1-1 CAMINO CAPISTRANO 1 R32 (CA), R818 (CA) r P- 20' - - - _ SJC WAYFINDING R30A (CA) R30A (CA) R32 (CA) IE� + + rn+ + 31 i 10 29+00- - �- 30+00 N 00 C-4 "r + M + s % w + +- + + i �— _ W11-2, W1-7, R26A (CA) OD_ —� —�_ —— —— R32 (CA), R30B (CA) R32 (CA), R818 (CA) 1 R32 (CA), R28 (CA) SJC WAYFINDING 6-3 Lo N - —_—;_ _ 35+00 - � W I 56' 4 I O 36' 36' 13' 12'2 ~ 1 1' ' I I CAMINO CAPISTRANO I q R2-1 (25), R32 (, OCTA BUS I I I 2 M4-1 O SJC WAYFINDING I W4-2, R26(S) (CA) v CAMINO CAPISTRA. O + F- _ _ OCTA BUS- /� /- - _ phe U% LSI 00 N W CL o 38+00 _ t_ Z CL r f4 r Jb _40+00- 41+oo04 _LLI 0. — Q4 4z+oo Lo xs Tx2a t" < '; I SJC WAYFINDING — — Lo_ bF-'.. '-' a i"�'��' �`-a-:',. 1R?C. �v=-5,�'Y- �r � ���c. ��+Lv.,xa'� e<s<.-pL•��" uP�r / f ' II I � I I' I I I 19 12 110'10'10'11' 10'1' 56' s2' I I47 461 1 I I I I 1 i . ► it � i► vM , am CONSTRUCTION NOTES - - SCALE: 1"=40' INSTALL SHARROW PER CAMUTCD FIGURE 9C-9. SEE DETAIL 'A'. 0 20 40 80 M INSTALL ROADSIDE WAYFINDING SIGN #1, AND D11-1(MOD) ON POST OR AS SHOWN. M6-3 M4-14 WAYFINDING #1 D11-1 MOD DETAIL 'A' SHARED LANE MARKING CA MUTCD FIGURE 9C-9 N.T.S LEGEND REMOVE PAVEMENT MARKING EXISTING PAVEMENT MARKING TO REMAIN i PROPOSED PAVEMENT MARKING EXISTING STRIPING TO REMAIN PROPOSED STRIPING REMOVE STRIPING SCALE: 1" = 20' - - -- -_ - - - - -- - - - - 3+0 CIVIL NOTES CONSTRUCT 6" AC OVER 6" CMB. REMOVE EXISTING AC. 13 M6-1(LT) V "No Trespassing" 4 R26(CA) aR26(CA)� R26(CA)� 0 �_ 5 00 � 00 6+00 O - - - - h 11 2-1 (35) -- - tp a0 + + 0 10 LO LO Q I I Q AC REMOVAL q SCALE: 1" = 40' 1 ~' 40' LA NO VIA ROAD R1_1, W14_1 mir � 1-1, W16 -1P 1, s, 1N 100' f I IR81(CA), R81B(CA) I I I I I i� Ia LA NO VIA ROAD 1 8' 12' 12' 8 U 9 TYPE IV (L) 9 TYPE IV (R) 9 TYPE IV (R) TYPE IV (R)F9 15 8 10 6n lS 1 g TYPE VI 1 100' 4 10 2 - 1 3 150'18] 9 TYPE IV (L) 2 6 - 3 155' W3-3 10 "No Parking Entire lock" �- - - - 15 { nr - N - - - N- n M 7b L 125' OPEN 13 M F-- o 85' OPEN o 11+00 _ __ _ t - r J 75' OPEN l o in Q o F- O Ln. 4J W "TA - - - - - - r Z O J J ILLJ 15 _ 18' 14 1�p8' 10 12 15 2 6 5 U N 12 - - 3 75' SIU F Q \ R2-1 (40), "No Parking Entire Block" 2 5 1 00' 8 9 TYPE IV (L) TYPE IW CURVE TABLE # LENGTH RADIUS DELTA TANGENT C1 14.57' 57.75 14.456' 7.32 C2 5.27' 10 30.225' 2.70 C3 11.39' 86.28 7.566' 5.70 R81 B CA WAYFINDING ##2 R81 CA WAYFINDING ##1 LINE TABLE '-' '-' LENGTH CONSTRUCTION NOTES L1 34.26 112003756" L2 58.01 291'35 51 L3 1.59 271'24 32 W11-1 9.79 125'5145 L5 14.73 10 PAINT 6" BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. 2.757 326'5219 L7 15.59 296'2110 12 PAINT 50' 4" SOLID WHITE LANE LINE WITH TYPE 'G' W16-1 P 298022'42" L9 ❑2 PAINT BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. L10 RAISED PAVEMENT MARKER AT EACH END. 118042'48" L11 R3 PAINT 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. 13 INSTALL ROADSIDE WAYFINDING SIGN #2 AND R81(CA), AS SHOWN. GENERAL NOTES E4 INSTALL PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24, AS SHOWN. 14 PAINT YELLOW NO PASSING ZONES (TWO DIRECTION) PER CALTRANS STANDARD 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS L15 11.62 292054'59" L16 6.16 AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. a PAINT WHITE SKIP LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. PLAN A20A, DETAIL 22. 15 ALL CONFLICTING STRIPING SHALL BE REMOVED TO THE SATISFACTION 2. CONTRACTOR SHALL FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS© PAINT YELLOW NO PASSING ZONES (TWO DIRECTION) PER CALTRANS STANDARD PLAN A20B, DETAIL 29. REQUIRED FOR ALL NEW INSTALLATIONS AND TO REPLACE EXISTING SIGNS. OF THE ENGINEER. �7 PAINT LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 37B. 16 INSTALL ROADSIDE SIGN AND POST AS SHOWN. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. ® INSTALL ROADSIDE WAYFINDING SIGN #1 AND R81(CA), AS SHOWN. 17 PAINT YELLOW CONTINENTAL CROSSWALK AS SHOWN. 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. R9 INSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24, AS SHOWN. 18 INSTALL 6' DIAMETER TYPE E LOOPS, REWIRE AS SHOWN. 10 INSTALL BIKE LANE LINE MARKING PER CA MUTCD, LATEST EDITION, BIKE LEGEND 'C' PER FIGURE 9C-3. BC INSTALL STUBOUT AND RE-ESTABLISH CONNECTION TO NEW LOOPS. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. 11 RELOCATE SIGN AS SHOWN ON PLAN. R81 CA WAYFINDING ##1 LINE TABLE LENGTH BEARING L1 34.26 112003756" L2 58.01 291'35 51 L3 1.59 271'24 32 L4 9.79 125'5145 L5 14.73 24022'52" L6 2.757 326'5219 L7 15.59 296'2110 L8 21.64 298022'42" L9 6.42 298'38 07 L10 7.17 118042'48" L11 21.437 11804311 L12 20.24 118'23 01 L13 19.52 117027'09" L14 7.84 296'2311 L15 11.62 292054'59" L16 6.16 22054'59 M6-1 LT LA NOVIA ROAD W4-2 SCALE: 1 "=40' 0 20 40 so 6" POST ` ' 2" NOTCH TYPICAL NOTCH DETAIL 8'—O„ .� 4"0 6"0 -2" CONCRETE ABOVE GRADE 1111'10 12"0 TYPICAL FOOTING H=4'-0" A=2'-0" NOTES: 1. FENCING SHALL BE OF LODGE POLE VARIETY OR EQUIVALENT. 2. FENCE SHALL BE PRESSURE TREATED PENN, TAGGED AS SUCH. 3. FENCE SHALL BE FREE OF BARK AND HAVE A NATURAL FINISH. 4. POST SHALL BE NOTCHED TO ACCOMODATE OVER LAP RAILS. NOTCH RAIL TYPE DETAIL R3-'4, R10-7 91 0 d N N f� N m m z31 U v v un r U f a d U s= v a rz m (V CIVIL NOTES 1.5" GRIND OVER 1.5" OVERLAY 02 PROTECT EXISTING UTILITIES IN PLACE 1 d 1 I d D11-1 MOD WAYFINDING #1 R81 CA I iII I I l I i } I i 1 I �i I 1 12' 13' l 12' I 1 ' 1 CONSTRUCTION NOTES EXISTING PAVEMENT MARKING TO REMAIN El l PAINT YELLOW SKIP PER CA MUTCD (2014), FIGURE 9C-2. � 1 1 2' 02' 1 STREET SIGN - _ R3 -8A, R10-7 g l RANCHO VIEJO F� 16' 16' �---� `%J � - - ~ -- _ _ R3 -8A MISSING OCTA pUS S1GN W3-3, R26 (CA) "- 2+00 3+0 _~+ — ' R2-1 (30), R5-2 ----------- ,2' 11' 12' 11 12 RED CURB BEGINS i 5 D11-1(MOD) 10 i 9 17' t11' 12' r CAPISTRANO Rancho Vie, Bik I i I i I d • Path BIKE ROWTEMf 1 1 I � F �JR81(CA)/ R81 A(CA) 4 At so TptE f20C) *74g�00- r 7+r�� r_ 81 14 0 " It R81 B(CA) M6-1 RT M6-1 LT SCALE: 1 "=40' 0 20 40 80 G SIG1 (30) �1SSI[SG p0� UtS 2�� ,f 4 � u TYPE IV(R) 3 R81(CA), R818(CA) t 4 I (Y, 5 13' 12 12 i Y J6-1(LT) I , n r N (TYPE IV(R) 13' 12' 14 I 2 D11-1, M4-14 M4-14 DETAIL 'A' SHARED LANE MARKING GA NMV I . 3 FIGURE 90-9 N.T.S CITY OF SAN JUAN CAP I STRAN O DEPARTMENT OF PUBLIC WORKS & UTILITIES CL SIGNM AND STRIPING PLAN RANCHO VIEJO ROAD z z ORTEGA HIGHWAY TO CALLE ARROYO T- OPREPARED UNDER THE SUPERVISION OF: - Q��I:�SS�N KOA CORPORATION q © - PLANNING & ENGINEERING Fe, VA Z'y!?�, W j 2141 W. Orangewood Avenue, Suite A c ? Orange. CA. 92868 Q No. 66448 r, Tel: (714)573-0317 Fax: (714)573-9534 a EXP. 6--30-18 S� Cl V li. J or CACI Min Zhou, RCE No. 86448 Date Q DRAWN BY: DESIGN BY: z WS Swv SHEET O CHECKED BY: CHECKED BY: GEORGE ArVAREZ UA Z SWV MZ CITY ENGINEER R.C.E. 25161 EXP. 12/31/2017 D11-1 MOD WAYFINDING #1 R81 CA LEGEND REMOVE PAVEMENT MARKING CONSTRUCTION NOTES EXISTING PAVEMENT MARKING TO REMAIN El l PAINT YELLOW SKIP PER CA MUTCD (2014), FIGURE 9C-2. j' PROPOSED PAVEMENT MARKING INSTALL ROADSIDE WAYFINDING SIGN #1 AND D11-1(MOD) ON POST OR AS SHOWN.. EXISTING STRIPING TO REMAIN ElINSTALL PAVEMENT MARKING PER CALTRANS STANDARD PLAN. PROPOSED STRIPING F4* INSTALL BIKE LANE LINE MARKING PER CA MUTCD, LATEST EDITION, BIKE LEGEND "C", PER FIGURE 9C-3. REMOVE STRIPING 5❑ FURNISH AND INSTALL ROADSIDE SIGN AND POST AS SHOWN. GENERAL NOTES 1-61 FURNISH AND INSTALL WOOD SAFETY FENCE (210') SEE NOTCH RAIL TYPE DETAIL THIS SHEET. 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS 71 PAINT 6" BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. PAINT BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO LJ REPLACE EXISTING SIGNS. L91 PANT WHITE SKIP LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO 1O PAINT YELLOW NO PASSING ZONE — ONE DIRECTION PER CALTRANS STANDARD PLAN A20A, DETAIL 15. THE SATISFACTION OF THE ENGINEER, 11 PAINT 50' 4" SOLID WHITE LANE LINE WITH TYPE 'G' RAISED PAVEMENT MARKER AT EACH END, 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 12 INSTALL SHARROW PER CAMUTCD FIGURE 9C-9. SEE DETAIL 'A'. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED 13 PAINT 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. ON PLANS. 14 PAINT NO PASSING ZONES PER CALTRANS STANDARD PLAN A20A, DETAIL 21. 15 ALL CONFLVCTING STRIPING SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. 0 " It R81 B(CA) M6-1 RT M6-1 LT SCALE: 1 "=40' 0 20 40 80 G SIG1 (30) �1SSI[SG p0� UtS 2�� ,f 4 � u TYPE IV(R) 3 R81(CA), R818(CA) t 4 I (Y, 5 13' 12 12 i Y J6-1(LT) I , n r N (TYPE IV(R) 13' 12' 14 I 2 D11-1, M4-14 M4-14 DETAIL 'A' SHARED LANE MARKING GA NMV I . 3 FIGURE 90-9 N.T.S CITY OF SAN JUAN CAP I STRAN O DEPARTMENT OF PUBLIC WORKS & UTILITIES CL SIGNM AND STRIPING PLAN RANCHO VIEJO ROAD z z ORTEGA HIGHWAY TO CALLE ARROYO T- OPREPARED UNDER THE SUPERVISION OF: - Q��I:�SS�N KOA CORPORATION q © - PLANNING & ENGINEERING Fe, VA Z'y!?�, W j 2141 W. Orangewood Avenue, Suite A c ? Orange. CA. 92868 Q No. 66448 r, Tel: (714)573-0317 Fax: (714)573-9534 a EXP. 6--30-18 S� Cl V li. J or CACI Min Zhou, RCE No. 86448 Date Q DRAWN BY: DESIGN BY: z WS Swv SHEET O CHECKED BY: CHECKED BY: GEORGE ArVAREZ UA Z SWV MZ CITY ENGINEER R.C.E. 25161 EXP. 12/31/2017 ;NI Lfl ff ti W5-1, R30B (CA) 2' Wet End Sidewalk, Herrn Begins Guardrail Ends F AD 2 cv f g gtjco 06 R C3 n� 0 ' R308 (CA) rail Begins 9+00 ams RO SENBA UM ROAD 2�kfl0 Ar _rN R30B (CA) YlY 10+00 11+00 12+00---------------- _ 1 ci�,'i 25 O 2 0 6U U 12- :2 CONSTRUCTIO - y � 14+00 C] 0 GENERAL NOTES LA r 1. 0 Q - v v LL © O Z 73 - EXISTING STRIPING TO REMAIN 0 W W U m Q m 2 Guardrail Ends F AD 2 cv f g gtjco 06 R C3 n� 0 ' R308 (CA) rail Begins 9+00 ams RO SENBA UM ROAD 2�kfl0 Ar _rN R30B (CA) YlY 10+00 11+00 12+00---------------- _ 1 ci�,'i 25 O 2 0 6U U 12- :2 CONSTRUCTIO - y � 14+00 �I Red Cutb Ends N P Be9'ns 511 ,D Ro 2 Cuaratail � iyp R30g �C ai Re� 1 Red �Qg�t` ItReal GvclP R3°� �c'Pl CONSTRUCTION NOTES SCALE: 1 "=40' C-9. SEE DETAIL 'q', - - - _ a zt� 40 - -- - - su INSTALL SHARROW PER CAMUTCD FIGURE 9 - - -=- --_ - - a INSTALL ROADSIDE WAYFINDING #1 SIGN AND D11-1(MOD) ON POST OR AS SHOWN. i L INSTALL PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24, AS SHOWN. F INSTALL 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A200, DETAIL 38. INSTALL ROADSIDE WAYFINDING #2 SIGN AND D11-1(MOD) ON POST OR AS SHOWN. m GENERAL NOTES LA LEGEND 1. REMOVE PAVEMENT MARKING _ W EXISTING PAVEMENT MARKING TO REMAIN v v m PROPOSED PAVEMENT MARKING 73 - EXISTING STRIPING TO REMAIN PROPOSED STRIPING 2. o, REMOVE STRIPING N a� v REPLACE EXISTING SIGNS. n a C ra i ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO m �I Red Cutb Ends N P Be9'ns 511 ,D Ro 2 Cuaratail � iyp R30g �C ai Re� 1 Red �Qg�t` ItReal GvclP R3°� �c'Pl CONSTRUCTION NOTES SCALE: 1 "=40' C-9. SEE DETAIL 'q', - - - _ a zt� 40 - -- - - su INSTALL SHARROW PER CAMUTCD FIGURE 9 - - -=- --_ - - a INSTALL ROADSIDE WAYFINDING #1 SIGN AND D11-1(MOD) ON POST OR AS SHOWN. i L INSTALL PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24, AS SHOWN. F INSTALL 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A200, DETAIL 38. INSTALL ROADSIDE WAYFINDING #2 SIGN AND D11-1(MOD) ON POST OR AS SHOWN. m GENERAL NOTES °J 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS j AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO REPLACE EXISTING SIGNS. n 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO m THE SATISFACTION OF THE ENGINEER. 0 L = 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. • M4-14 M6--4 WAYFINDING #1 WAYFINDING #2 D11 -1(M —T 6' 3$-4" DETAIL 'A' SHARED LANE MARKING CA MUTCD FIGURE 9C--9 N.T.S J CITY OF SAN JUAN CAP I STRAN O a DEPARTMENT OF PUBLiC WORKS & UTILITIES d Q SIGNING AND STRIPING PLAN TRABUCO CREEK ROAD z z CITY OF MISSION VIEJO BIKE TRAIL TO RANCHO VIEJO ROAD (j)0 KOA CQRPQRATION �QR I=sso O�q� PREPARES UNDER THE SUPERVISION OF: �� 0PLANNING & ENGINEERING X119 ZyC� F� 2141 W. Orangewood Avenue, Suite A coLIJ =' Orange, CA. 92868 ca No. 66448 m Tel: (714)573-0317 Fax: (714)573-9534 FXp, 6-30-18 Sq Cf V1\' �Q J CAti Min Zhou, RCE No. 66446 Date Q DRAWN BY: DESIGN BY: z WS S\/\/VSHEET CHECKED BY: CHECKED BY: GEORGE VARE ATE - 1 i zO SWV MZ CITY ENGINEER R. .E. 25161 EXP. 12/31/2017 til N u W V s Q 0 Q rz co a) 72 3 T O TRABUCO CREEK ROAD LEGEN D REMOVE PAVEMENT MARKING EXISTING PAVEMENT MARKING TO REMAIN PROPOSED PAVEMENT MARKING EXISTING STRIPING TO REMAIN PROPOSED STRIPING REMOVE STRIPING CONSTRUCTION NOTES - SCALE. 1 =40 INSTALL SHARROW PER CAMUTCD FIGURE 9C-9. SEE DETAIL 'A'. Asp-: —1 MOD' ON POST OR AS SHOWN. — -- — — — LLJ I�VJ BALL ROADSIDE WAYFINDING #� SIGN AND D11 ( J 0 20 40 80 I INSTALL ROADSIDE WAYFINDING #2 SIGN AND D11--1(MOD) ON POST OR AS SHOWN. GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2015) AND CA MUTCD (2014) LATEST EDITION. 2. FURNISH ANY POSTS, STUDS, OR MOUNTING HARDWARE AS REQUIRED TO REPLACE EXISTING SIGNS. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE SATISFACTION OF THE ENGINEER. 4. ALL NEW TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT. 5. PAVEMENT MARKINGS AND LEGENDS SHALL BE WHITE UNLESS OTHERWISE NOTED ON PLANS. 6' 3'-4" M6-1 RT M+6-3 WAYFINDING #1 WAYFINDING #2 D11-1 (MODI DETAIL 'A' SHARED LANE MARKING CA MUTCD FIGURE 9C-9 N.T.S Z 0 o_s U) W 0 J z Z z O LU Ir CITY OF SAN JUAN CAP I STRAN O DEPARTMENT OF PUBLIC WORKS & UTILITIES SIGNING AND STRIPING PLAN TRABUCO CREEK ROAD CITY OF MISSION VIEJO BIKE TRAIL TO RANCHO VIEJO ROAD KOA CO"ORATTO PLANNING & ENGINEERING 2141 W. Orangewood Avenue, Suite A Orange, CA. 92868 Tel: (714)573-0317 Fax: (714)573-9534 SWV QR©FESS/0'+ Zyp� 66448 EXP. 6-30-18 PREPARED UNDER THE SUPERVISION OF: Min Zhou, RCE No. 66448 Date SHEET CHECKED BY: CHECKED BY: GEORGE A' AREZ ATE E IJJ swv MZ CITY ENGINEER R.C.E. 25161 EXP. 12/31/2017 I Elkay Outdoor Bottle Filling Stations Model Bottle Filler Stations Bubbler Stations L K 44006 F 1 LK4405BF 1 LK441OBF 1 LK4420BFIL 1 1 LK4420BFIU 1 1 LK4420BF2 2 LK4420BFILDB 1 1 with Pet Ftn LK4420BFIUDB 1 1 with Pet Ftn 1_K44208F2DB 2 - Pet Ftn only LK4.430BF 1 L� 1 2 LK44306FIM 1 2 LK443OBF1U 1 2 LK4430BF2ML A�Y 2 1 LK4430BF2UL -- 2 1 L.K4430BF2UM 2 1 LK4430BF3 3 L=Lower position; M=Middle position; U=Upper position, Freeze -resistant model option: Available on all models except the LK44306F series- LK4420BF*DB models do not offer freeze -resistance on pet fountair -- 90.75" AK lnv❑ RIKF RACK nFTAII SHFFT PROJECT SITE CONCRETE TRUCK DUMP LOCATION ITEM NO. PART NUMBER QTY. 1 FIXIT PUMP WELDMENT 8000344—H 1 2 FIXIT WELDMENT 2000334—F 1 3 HEAT SHRINK TUBE 2 4 WASHER ,38 4 5 PENTA NUT <375 4 6 FIXIT TOOL CABLE .15625 2000108—B 9 7 PUMP 1 8 BOLT .38 X ,750 CARRIAGE 1 9 FIXIT HOOK WELDMENT 2000338—F 1 10 BOLT ,38 X 2,00 CARRIAGE 3 FIXIT DETAIL SHEET , a:� _.+•' �}. .M �. a ':.� r ia I ur" V ILNY 0 112„ 'rlOLES 1;61 0 14" 48" {121�tm n) FRONT VIEW SIDE VIEWS �t7laT�~tj T-,-.-- 14-S16" {4t�1 mm) I 44µs " !16262Grirn; 34-11A E' 29+-1306" sP0513Mtl � �i ((rFI jrmli B I `DRlrlc[ 19" �7RIFICI= I H-ZIGHT HEI �H- 33-511 � � �� CONSTRUCTION NOTES. ❑1 REMOVE AND SALVAGE EXISTING DRINKING FOUNTAIN. FURNISH AND INSTALL ELKAY LK4430BFlU EZH2O OUTDOOR BOTTLE FILLING STATION WITH DUAL q- DRINKING FOUNTAINS. MODEL #LK4430BF1U SEE DETAIL. " EIGRADE EXISTING 23'X15' DIRT AREA AS SHOWN. POUR 4" PCC CONCRETE -1 s OVER 6" CMB AS SHOWN. iowoil mor Q FURNISH AND INSTALL FIXIT WITH AIR COMPRESSOR PER FIXIT DETAIL THIS SHEET.L 0 FURNISH AND INSTALL ANOVA METR07—LOOP BIKE RACK WITH 9—BIKE CAPACITY. MODEL #LBR9PSURF PER DETAIL THIS SHEET. FURNISH AND INSTALL WALK—THRU TABLE MODEL #BM1430 — BM1435 PER DETAIL BACK VIEW 0 ,254rrI ' stl, l3'!an1YI} IAIT' DRAIN, - mm) 26-7013„ (7 61M -n {381r1i 1 (72 rnn-9 *27' (Gca nrn) ' 22-118' g" 7-5M6` (2G3I7nj i2r,21TII ,I INISHED FLOOR A = 3i8" Q.D. Unplated copper tube connect. Shut off valve by others. B = Access pane (8'' x 0,, ). GACA RegLIi[e-men-. C - Removable bottom cover. Note : Nety Installations Ill Lse Ground Fault Circuit Interrupter (CECT!. ELKAY LK4430BFl U EZH2O OUTDOOR BOTTLE FILLING STATION WITH DUAL DRINKING FOUNTAINS DETAIL SHEET SCALE: NTS (2jl 6 GAUGE X 1.25" OD DIAGONAL BRAG FINISN:POWDL-R COAT BLACK _96_DO 8F Table A 1 DIMENS#ONS ARE SHOWN IN INCHES - - -_-- WALK—THRU TABLE DETAIL SHEET CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS & UTILITIES BIKE COMFORT STATION LOCATION DESCANSO PARK KOA CORPORATION oIEss,0,�9 PLANNING & ENGINEERING 2141 VV. Orangewood Avenue, Suite A Orange, CA. 92868 No, 66448 rri rri Tel: (714)573-0317 Fax: (714)573-9534 EXP, 6-30-18 sT civ 0- ��- ''� OF I�' PREPARED U'NDI=R THE SUPERVISION OF: DRAWN `BY: L3E51(-iN HY: A/� / V S SDV I CHECKED BY: CHECKED BY: ;GEORGE VAREZ SM MZ CITY ENGINEER R. .E. 25161 lqo. 86448 Date 3 SHEET TE s = EXP. 12/31/2017