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2021-158 SI (Plans)NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE ENCINITAS FIRE DEPARTMENTOLIVENHAIN MUNICIPAL WATER DISTRICTPARKS AND RECREATIONPLANNING DIVISIONPUBLIC WORKS SIGN DATESIGNDATESIGNDATESIGNDATESIGNDATE PLAN DATE IDENTIFIER SHEET OF 10 SHEET INDEX 1 C-100 TITLE SHEET ’ 09-23-2021 John Ugrob 9/23/2021 DR-003025-2020 Annette Saul 9-23-2021 PLANS FOR THE CONSTRUCTION OF=7TGENERAL NOTES: TRAIL 95 - EL CAMINO DEL NORTE IMPROVEMENTS LUCYLLE LANE TO CITY LIMITS 1.A NO FEE PERMIT BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. 3.APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.n PROJECTc=i 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. STANDARD GRADING NOTES SITE h IWORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED IN WRITING BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. c= 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. Q encin q:has; blvd o ^1 nr2. WRITTEN PERMISSION AND A RIGHT-OF-ENTRY SHALL BE OBTAINED FOR ANY GRADING OUTSIDE THE RIGHT OF WAY.2>< 6. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR.-ho r°3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO GRADING AND TO THE SATISFACTION OF THE CITY ENGINEER. co. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STANDARDS SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARDS DRAWINGS (LATEST EDITION), AND THE SPECIAL PROVISIONS FOR THIS PROJECT. CITY OF NCINITAS4. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.1 U'fci <0 COUNTY OF SD 8. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED IN KIND BY THE CONTRACTOR. 4.(P.5. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, NOR CITY-RECOGNIZED HOLIDAYS. ~y /7A<r*o Uy9. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. PLACE. NO LANDSCAPING OR 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE, THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. \ 1.£311. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. A CORNER RECORD, CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY SHALL BE FILLED AS REQUIRED BY THE LAND SURVEYOR’S ACT. THE CONTRACTOR SHALL FURNISH, TO THE CITY OF ENCINITAS, PROOF OF RECORDING. B. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK SEWERS GAS & ELECTRIC WATER CABLE TV - COX COMMUNICATIONS - (619)-266-2617 VICINITY MAP NO SCALE12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER’S OFFICE A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING, CALL 760-633-2770 CARDIFF SANITATION DIVISION - (760)-753-5018 SAN DIEGO GAS 8c ELECTRIC - (858)-654-8735 OLIVENHAIN MUNICIPAL WATER DISTRICT - (760)-753-6466 A. B.14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 OF THE STANDARD SPECIFICATIONS.C. SHEET DESCRIPTIOND. C-100 C-101 C-102 C-103 C-201 C-202 C-203 C-204 C-301 C-401 TITLE SHEET NOTES SHEET DETAIL SHEET DETAIL SHEET IMPROVEMENT PLAN IMPROVEMENT PLAN IMPROVEMENT PLAN IMPROVEMENT PLAN STRIPING AND SIGNAGE PLAN WALL PROFILE 15. THE CONTRACTOR SHALL MAINTAIN A SET OF ’’AS-BUILT” DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID ’’AS-BUILT” DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED.THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 2. 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT APPROVAL BY THE CITY ENGINEER.C. GRADING ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER THE ENGINEER S DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND THE COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE/SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 1.17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND TO PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. TRAFFIC CONTROL NOTES STATEMENT OF ENGINEER OF WORK=1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATION, SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONE. (2012 EDITION)THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER’S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL ORGANIC MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12” AND THEN COMPACTED TO A MINIMUM OF 95 PERCENT. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH CALTRANS STANDARDS PLAN T—11, T-12, OR T—13 DURING THE WORKING HOURS OF 7:30 AM TO 5:30 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 PM TO 9:00 AM AND AT ALL TIMES SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 3. ACCESS TO PRIVATE PROPERTY AND MAILBOXES SHALL BE MAINTAINED AT ALL TIMES. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH MAY BECOME LOOSENED SHALL BE REMOVED AND DISPOSED. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12’ WIDE UNLESS OTHERWISE APPROVED. 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE APPROVED. 6. TRENCH PLATES TO BE REMOVED WITH SKID RESISTANT SURFACE. SIGNATURE: DATE:7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED, OR OTHERWISE DISPOSED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE, FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. JAMES JARRETT LINN RCE: 84231 EXP. 09/30/2021 8. ACCESS FOR TRASH TRUCKS, FIRE TRUCKS, AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION.NASLAND ENGINEERING 4740 RUFFNER STREET SAN DIEGO, CA 92111 (858) 292-7770GRADING QUANTITIES:BENCHMARK: GRADED AREA 0.42 ACRESCITY OF ENCINITAS RECORD OF SURVEY 18416 GPS POINT NO. 1020 ELEVATION= 120.564 FEET, NAVD88 RAW CUT 350 CY 100 CY 250 CY COMPACTED FILL EXPORT BASIS OF BEARINGS: NOTE: EARTHWORK QUANTITIES ARE TAKEN FROM THE EXISTING GRADE TO THE FINISH SURFACE OF THE IMPROVEMENTS. QUANTITIES DO NOT REFLECT ANY REMEDIAL GRADING, BASE, OR MATERIAL THICKNESS AND ARE FOR REFERENCE ONLY. ENGINEER CANNOT CONTROL THE EXACT MEANS AND METHODS USED BY THE CONTRACTOR, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE. QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. THE BASIS OF BEARINGS FOR THIS SURVEY IS CALIFORNIA COORDINATE SYSTEM 1983, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN CITY OF ENCINITAS POINT NO. 1020 AND NO. 1019 PER RECORD OF SURVEY 18416.THE EARTHWORK SINCE THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN EARTHWORK Nasland'Uk/Clcq .84231, ^n\EXP. 9-3o-21 XOf CAYtf cc 4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770* & PLANNING DIVISION tea J [ DATE DATE OF LAST CHANGE TO THIS PLAN 8/23/2021 BY: ZM SIGNDATE OF THIS PLOT 8/23/2021 /jMkU<A/\ 3 AS-BUILT 9-23-2021 DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-101 NOTES SHEET 2 9-23-2021 9-23-2021 LEGEND STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITY: SPECIAL NOTES PROPOSED PUBLIC IMPROVEMENTS ITEM1.CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. STANDARD DWGS.SYMBOLTHE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER’S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 6” CURB & GUTTER . . . 6” AC BERM TYPE ”A” . . SAWCUT LINE.......................... DAYLIGHT LINE....................... DECOMPOSED GRANITE TRAIL SURFACE . . COMPACTED NATIVE SOIL . . CONCRETE SIDEWALK SDRSD G—02 . . SDRSD G—05 . . 1.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER AND GEOLOGIST HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3” CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. 3. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. SDRSD G—07 AC OVERLAYTHE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE AND MAKE EXPLORATORY EXCAVATIONS SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 2.4. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. DETECTABLE WARNING TILES DOMES . . . SDRSD G-30.................................... . . SDRSD D—02 ......................... SDRSD D—07 (TYPE F) . . THE REVISION OF THE CONSTRUCTION PLANS IF IT IS FOUND THE ACTUAL CURB INLET ................................... CATCH BASIN.................................. STORM DRAIN................................. MASONRY RETAINING WALL . . WOOD DOG-EARED FENCE . . PIPE COLLAR.................................. 5. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.3. DURING CONSTRUCTION: POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE . . SDRSD C—03 . .6. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.X 4. ALL WORK NEEDING MATERIALS TESTING REQUIRES THAT THE CONTRACTOR NOTIFY THE CITY OF SAN DIEGO MATERIALS LAB AT (858) 627-3279 BY NOON THE DAY BEFORE THE WORK IS SCHEDULED TO BEGIN TO ARRANGE FOR TESTING. 7. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. §SDRSD D—62 -Q OTRAIL FENCE...................................................................................... IMPRESSED PREFORMED THERMOPLASTIC CROSSWALK WHITE SOLID STRIPE THERMOPLASTIC (12” WIDE) . . . 8. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.WORK PERFORMED WITHOUT BENEFIT OF TESTING AND/OR INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 5. 9. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.CONCRETE CURB RAMP SDRSD G—276. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES THAT MAY NOT BE SHOWN. 10. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. MATERIALS STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. SURVEY MONUMENT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER EXISTING PUBLIC IMPROVEMENTS RIGHT-OF-WAY . . CENTER LINE . . . . MAJOR CONTOUR . MINOR CONTOUR . . 11. TRAINING CONTRACTORS’ EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 100 101 EXISTING SEWER MANHOLE . . EXISTING SEWER......................... EXISTING WATER......................... EXISTING ELECTRIC DUCT . . . EXISTING OVERHEAD................... EXISTING COMMUNICATION . . EXISTING FIRE HYDRANT . . . EXISTING TELEPHONE POLE . EXISTING EDGE OF PAVEMENT EXISTING AC BERM........................ EXISTING WATER METER . . . S12. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. W E 13. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. OVE Xf 14. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. 15. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. Z/Z. H CREXISTING PULL BOX 16. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.□EXISTING METAL VAULT COVER EXISTING POSTED SIGN. . . . EXISTING WOOD POST FENCE 17. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE X 18. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE STORMWATER MANAGEMENT DIVISION, CITY OF ENCINITAS AT (760) 633-2787. EXISTING TREE ABBREVIATIONS EROSION CONTROL NOTES ASPHALT CONCRETE BEGINNING OF CURVE EASTING END OF CURVE FINISHED GRADE FINISHED SURFACE FLOW LINE INVERT ELEVATION NORTHING POINT OF COMPOUND CURVE REINFORCED CONCRETE PIPE RIGHT STATION TOP OF BERM TOP OF CURB TOP OF GRATE TOP OF WALL AC BC IN CASE EMERGENCY WORK ISN’T REQUIRED, CONTACT (RESPONSIBLE PARTY) AT (PHONE NUMBER), 24 HOURS A DAY. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. E1. EC FG2. FL FS IE N3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.PCC RCP4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.RT STA TC5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.TB TG TW6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). 9. <C;NaslandCl %1 z *4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770U)\EXP. 9-30;;TTDATE OF LAST CHANGE TO THIS PLAN ,4;8/23/2021 BY: ZM DATE OF THIS PLOT 8/23/2021 'Z- 07 AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-102 DETAIL SHEET 3 9-23-2021 9-23-2021 8’ UNLESS OTHERWISE NOTED2’ 2’ BUFFER BUFFERTTSTABILIZED DECOMPOSED GRANITE, COMPACTED IN 2 LIFTS AT 95% ESTATE CAP - SECURE WITH 2-1/2” DECKMATE SCREWS SLOPE PER PLANS 1.5% MIN (TYP.) 8’ SPACING ON CENTER 8’ SPACING ON CENTER ESTATE CAPS (TYP.)XTSLOPE PER PLANS2”x6”x16’ RAILS. SECURE WITH 2-3, 2-1/2” DECKMATE SCREWS. CUT AND INSTALL 2”x6”x11” JIG BETWEEN FIRST AND SECOND RAIL. SECURE WITH 2-3, 2-1/2” DECKMATE SCREWS. 2”x6”x16’ RAILS. SECURE WITH 2-3, 2-1/2” DECKMATE SCREWS. CUT AND INSTALL 2”x6”x37-1/2” JIG BETWEEN SECOND RAIL TO BOTTOM END OF POST. SECURE WITH 4, 2-1/2” DECKMATE SCREWS. GROUND SURFACE o ■vCOMPACT NATIVE- SOIL TO 90% z COMPACT NATIVE ^ SOIL TO 90% (2) WOOD SCREWS -2”x4” PRESSURE TREATED WOOD HEADER (EXCEPT FOR TURNS/CURVES) (2) EACH 1 ”x4” PRESSURE TREATED LAMINATE IN CURVES 6’ RADIUS AND LARGER (6) EACH }”x4” PRESSURE TREATED LAMINATE IN CURVES LESS THAN 6’ RADIUS o \cm SUBGRADEo11 BETWEEN FIRST AND SECOND RAIL \2”x4”x18” WOOD STAKES LOCATE @ ALL SPLICES, CORNERS, AND @ 5’ MAX INTERVALS. POINTED.> oin CDO >\<r \CL if) O if)CL O< CL ALTERNATE 2x6x16 RAILS MATCHING 8’ ON CENTER POSTS SLOPE CONCRETE AWAY FROM POST ALL AROUND if)14” FROM GROUND TO FIRST RAIL ►<o if>LO CM NOTES:in GROUND SURFACEI►ID 1.DECOMPOSED GRANITE SURFACING SHALL BE COMPACTED IN 2 EQUAL LIFTS.m 18-24” OF POSTS SHALL BE BURIED UNDERGOUND <7 <7 2. SCARIFY AND REMOVE ALL ROCK, ORGANIC, AND DELETERIOUS MATERIAL WITHIN 12” OF THE SUBGRADE. MINIMUM SUBGRADE PREPARATION TO BE 12” SCARIFY, MOISTURE CONDITION AND RECOMPACT TO 95% AS DETERMINED BY ASTM 1557-78. CO CM SLOPES TO DAYLIGHT SHALL BE 3:1 (H:V) OR FLATTER.3.<7 <7SIDE FACING TRAIL | SIDE FACING STREET 4. CEMENTING AGENT TO BE STABILIZER BY STABILIZER SOLUTIONS OR APPROVED EQUAL.9 NOTE: NOTES:5.HEADER NOTES A. ALL WOOD SHALL BE PRESSURE TREATED WOOD. B. USE 1 ”X4”24” LONG SPLICE PLATES AT ALL BUTT JOINTS, CENTERED ON THE JOINT AND NAILED TO EACH HEADER WITH (4) WOOD SCREWS. ALL SCREWS SHALL BE INSTALLED ON TRAIL SIDE OF POST.2-1/2” DECKMATE SCREWS RECOMMENDED ALL MATERIAL COMES IN 16-FOOT LENGTHS AND POSTS SHALL BE CONSTRUCTED USING POSTS DETAIL FILL PVC POSTS WITH CONCRETE AT ALL CHANGES OF DIRECTION, ALL END POSTS, ALL GATES, AND EVERY THIRD POST 1. 2. 3.TYPICAL SECTION FOR DECOMPOSED GRANITE TRAILCOMPOSITE TRAIL FENCE DETAIL NO SCALE TRAIL MASTER PLAN NO SCALE TRAIL MASTER PLAN 12” WIDE 50ML THICK RED BRICK PATTERN IMPRESSED PREFORMED THERMOPLASTIC PER TRAFFIC PATTERNS XD BY ENNIS FLINT OR APPROVED EQUAL r 12” WIDE WHITE THERMOPLASTIC STRIPE PER CALTRANS STD PLAN 24F IMPRESSED PREFORMED THERMOPLASTIC WIDTH PER PLAN 50ML THICK ’’RANDOM STONE” PATTERN IMPRESSED PREFORMED THERMOPLASTIC CROSSWALK PER TRAFFIC PATTERNS XD BY ENNIS-FLINT OR APPROVED EQUAL COLOR TO BE ’’SONOMA SAND”1Leoend d h GRIND AND OVERLAY TOP 2” OF EXISTING AC SURFACE 2 nDirection oJ travel if) -i— O ZL P < \ NOTE: DETAIL SHOWS TYPICAL SIGNAGE. CONSULT CITY FOR SPECIFIC TRAIL NUMBER, DIFFICULTY, & PERMITTED TRAIL USERS FOR EACH TRAIL SEGMENT. if) zr1I8 II <CL711 C> C> C> C>Leading edge of speed hump 0. O w1 E ]CL OEXISTING AC SURFACE CMT }-oc o <TRAIL MARKERS SHOULD BE INSTALLED EVERY 1/4 MILE AND CHANGE IN TRAIL DIRECTION. 1011 EqEXISTING AC TO REMAIN6 ft + E ]T100 Itt LENGTH PER PLANS3-3/4*t 1211DUAL SIDED FLEXIBLE MARKER I 5ft CROSS SECTION+PLAN VIEWc\T IMPRESSED PERFORMED THERMOPLASTIC CROSSWALK DETAIL t CITY TRAIL IDENTIFICATION (3") DIRECTIONAL ARROW TRAIL DIFFICULTY (1/2") I ■■■ \14 11t 12-inch while* pavement markings 4*18 BID ALTERNATE 1PERMITTED TRAIL USERS (3" X 3" BROWN & WHITE SYMBOLS)=lDIFFICULT c 1 NO SCALE□i 1O0 flPROHIBITED ACTIVITIES (3" X 3" BROWN & WHITE SYMBOLS WITH RED SLASH) ★Center of speed hump Speed hump design width Legend16 11 I 6’12’±12’CVJ Direction ot traveliIQ of Roadway (4.USE CARSONITE DUAL SIDE RECREATIONAL MARKER (C1B - 3066) (1-800-648-7974) OR APPROVED EQUIVALENT. COLOR: BROWN 8%)to —*| 3 it |*_\\IMPRESSED PREFORMED THERMOPLASTIC CROSSWALK\ I ±1%L—12 ft typical —->4.0%Edge of roadway — 6 tlCenter of travel lane AC OVERLAY (3.5” MAX)IALL SIGN TEXT TO BE PREPARED ON PRESSURE SENSITIVE DECALS, USING WHITE CENTURY SCHOOLBOOK LETTER STYLE, ON BROWN BACKGROUND. AFFIX DECALS TO BOTH SIDES IN THE SAME POSITION. 1I12>inch while pavement markings (sec detail on this sir t18 i<EXISTING ^^ ROADWAY SURFACE 1” AC GRIND I 6 ft♦I*1)I ■typicali53 772 It Crosswalk or speed table area \ Width vanes (see detail on this sheet)~ "I--------ALTERNATE SIGNAGE FROM ONE SIDE OF TRAIL TO OTHER. SET CLEAR OF TRAIL TREAD.t m (4.to12-I 4%) imp oi _ _ L _ \ nr .MATCH TO ROADWAY EXISTING SURFACE JLr -I------tTRAIL NUMBER (114”)I 6 ft ★ Sec Figures 3B-29 and 33-30 far pavement markings on speed hump tVJ f RAISED CROSSWALK DETAILi \ .20 ft Center line of 1 ravel lane ♦I -if-BID ALTERNATE 21 n ^ 12-inch white markioc 12 inches J NO SCALES\ tbTRAIL MARKER DETAIL * NO SCALE TRAIL MASTER PLAN (BY OTHERS) ADVANCE WARNING MARKINGS FOR RAISED CROSSWALK PAVEMENT MARKINGS FOR RAISED CROSSWALK <s*Nasland<T> %O 31 z A-BID ALTERNATE 2 BID ALTERNATE 2 4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770y^EXP ._9^3 TTDATE OF LAST CHANGE TO THIS PLAN ,4;8/23/2021 BY: ZM NO SCALE MUTCD NO SCALE 3B-29 PER CA MUTCDDATE OF THIS PLOT 8/23/2021 "DESERT GOLD" DECOMPOSED GRANITE SUPPLIED BY KRC Contractor shall apply Copper Azole Preservative on splice plates on site before installation in lieu of using pressure treated wood. AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-103 DETAIL SHEET 4 9-23-2021 9-23-2021 R/WDAYLIGHTI±4’2’ 8’ 2’ . 2’<H>IcrDECOMPOSED GRANITE TRAIL cm BUFFER BUFFER INSTALL 6’ LATTICE TOP WOOD FENCE PER DETAIL THIS SHEET CL -H 6 1.5% 8’ MAX GRADE TO MATCH EXISTINGIx /-x /-X, /-X, /-X, /-X, X X, /-PROPOSED DECOMPOSED GRANITE TRAIL PER DETAIL ON SHEET C-102 WOOD POST WOOD POST PROPOSED TRAIL FENCE PER DETAIL ON SHEET C-102 GRADE TO MATCH EXISTING mmCD CONCRETE FOUNDATIONm EXISTING SLOPE2x4 TOP/BOTTOM REDWOOD RAIL 4x4 REDWOOD POST AT 8’ ON CENTER EXISTING PAVEMENT SECTION A=ANOTE: MINIMUM 3” CONCRETE BETWEEN EARTH AND REINFORCEMENT STA 10+00 TO STA 11+74 NO SCALE m CD SLOPE CONCRETE AWAY FROM POST ALL AROUND in TOP VIEW R/WDAYLIGHT■Z3 NO SCALE I±4’2’ 8’ 2’ 2’ H GROUND SURFACE iDECOMPOSED GRANITE TRAIL SLOPE FOR DRAINAGE IBUFFERBUFFER INSTALL 6’ WOOD DOG-EARED FENCE PER DETAIL THIS SHEETCM a</1.5%|4 2” MAX GROUND CLEARANCE FINISH GRADE <7 ■Z 1 y////////^y//////h:,iM< GRADE TO MATCH EXISTING4.I4 PROPOSED DECOMPOSED GRANITE TRAIL PER DETAIL ON SHEET C-102 4m <7I3” OF TAMPED GRAVEL REFER TO FOUNDATION DETAIL (TYP.) PROPOSED TRAIL FENCE PER DETAIL ON SHEET C-10218 EXISTING SLOPE GRADE TO MATCH EXISTINGFOUNDATION DETAIL FENCE DETAIL YNO SCALE NO SCALE EXISTING PAVEMENT SECTION B=B STA 11+74 TO STA 13+48 NO SCALE NOTES: 1.USE GALVANIZED NAILS OR SCREWS AT ALL WOOD-TO-WOOD CONNECTIONS. WOOD POSTS AND RAILS SHALL BE OF NATURALLY DURABLE (CBC 2304.11.2.7). WOOD POSTS AND RAILS SHALL BE NO. 2 FOUNDATION-GRADE REDWOOD. PRESERVATIVE TREATMENT MUST BE APPLIED TO THE ENDS OF WOOD POSTS BURIED IN THE GROUND. SET POSTS IN 18-INCH DIAMETER CONCRETE FOOTING EXTENDING AT LEAST 2’ INTO DISTURBED NATURAL GROUND OR PROPERLY COMPACTED FILL. FOOTINGS SHOULD BE PLACED OVER 3-INCHES OF LOOSE GRAVEL. WOOD POSTS SHOULD EXTEND THOUGH CONCRETE FOOTING TO GRAVEL BELOW. FENCE PANELS TO BE COMMON REDWOOD DOG-EAR FENCE PICKETS, 7# EACH OTHER TO MINIMIZE GAP BETWEEN EACH PANEL. 2. 3.R/WDAYLIGHT4.±10’2’ 8’ 2’ . 3’5. DECOMPOSED GRANITE TRAIL BUFFERBUFFER EXISTING FENCE TO BE PROTECTED IN PLACE EXISTING AC BERM 6. WIDE. ABUT FENCE PANELS AGAINST 1.5% EXISTING PAVEMENT6’ TALL WOOD DOG-EARED FENCE GRADE TO MATCH EXISTING GRADE TO MATCH EXISTING NO SCALE PROPOSED DECOMPOSED GRANITE TRAIL PER DETAIL ON SHEET C-102 SECTION CC <STA 13+80 TO STA 15+71 NO SCALE >cm cm CL T R/W8’ MAX ±2.5’ . 2’8’ 2’±10’ \/\3 DECOMPOSED GRANITE TRAIL BUFFERBUFFERREDWOOD LATTICE PROPOSED TRAIL FENCE PER DETAIL ON SHEET C-102 EXISTING AC BERM !fxir - 12 GAUGE POST^x PROPOSED TRAIL FENCE WOOD POST q-C/WOOD POST K ❖▲ ▼ ▲REBAR HOOP ◄EXISTING FENCE TO BE PROTECTED IN PLACE\ 1.5%2CDROADWAY CROSSING AHEAD Y///////^//////721CONCRETE FOUNDATION 2x4 TOP/BOTTOM REDWOOD RAIL 4x4 REDWOOD POST AT 8’ ON CENTER 1z EXISTING PAVEMENTNOTE: MINIMUM 3” CONCRETE BETWEEN EARTH AND REINFORCEMENT CO IPROPOSED DECOMPOSED GRANITE TRAIL PER DETAIL ON SHEET C-102 1L SLOPE CONCRETE AWAY FROM POST ALL AROUND o TOP VIEW o RIVET (TYP.)SECTION DOoe>■Z3 NO SCALE o Lu STA 15+71 TO STA 18+98 NO SCALE oOSLOPE FOR DRAINAGE<7 GROUND SURFACE PL o 4 kJp:o UjC\|R/WoOa±2.5’ . 2’8’1’±10’o2o2” MAX GROUND CLEARANCE FINISH GRADE <7 ■1^<7 1^o SIGN POST PER M —45 DECOMPOSED GRANITE TRAIL < LO1 BUFFERBUFFERoCN PROPOSED TRAIL FENCE PER DETAIL ON SHEET C-102 °o o PROPOSED TRAIL FENCE WITH BLACK VINYL COATED CHAINLINK 4-5 o4 <7m o 5?REFER TO FOUNDATION DETAIL (TYP.)T 3” OF GRAVEL EXISTING FENCE TO BE PROTECTED IN PLACE o 1.5%PROPOSED AC BERM518o o ezzzzz TOP OF WALL (TW) }FENCE DETAIL YoEOUNDATION DETAIL 2i” ANCHOR SLEEVEo EXISTING PAVEMENT NO SCALE j_nNO SCALE PROPOSED TYPE 3 MASONRY RETAINING WALL PER SDRSD C-3 TOP OF FOOTING (TF) m PROPOSED DECOMPOSED GRANITE TRAIL PER DETAIL ON SHEET C-102 o NOTES:o 1.USE GALVANIZED NAILS OR SCREWS AT ALL WOOD-TO-WOOD CONNECTIONS. WOOD POSTS AND RAILS SHALL BE OF NATURALLY DURABLE (CBC 2304.11.2.7). WOOD POSTS AND RAILS SHALL BE NO. 2 FOUNDATION-GRADE REDWOOD. PRESERVATIVE TREATMENT MUST BE APPLIED TO THE ENDS OF WOOD POSTS BURIED IN THE GROUND. SET POSTS IN 18-INCH DIAMETER CONCRETE FOOTING EXTENDING AT LEAST 2’ INTO DISTURBED NATURAL GROUND OR PROPERLY COMPACTED FILL. FOOTINGS SHOULD BE PLACED OVER 3-INCHES OF LOOSE GRAVEL. WOOD POSTS SHOULD EXTEND THOUGH CONCRETE FOOTING TO GRAVEL BELOW. FENCE PANELS TO BE COMMON REDWOOD FENCE PICKETS, 7fc” WIDE. ABUT FENCE PANELS AGAINST EACH OTHER TO MINIMIZE GAP BETWEEN EACH PANEL. LATTICE TO BE COMMON REDWOOD AT A MINIMUM OF THICK AND A GRID OPENING SIZE OF 2.75” O SECTION E€2.O 3.STA 18+98 TO STA 19+08 NO SCALE O 4.2i”x2}‘O12 GAUGE POST5.O o 2”x2 12 GAUGE POST in 2” ANCHOR SLEEVE * 6. <2 NaslandCl7. 484231 ti/VEXP. 9-+3-21 / *LATTICE TOP WOOD FENCE ROADWAY CROSSING AHEAD SIGN 4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-77707CDATE OF LAST CHANGE TO THIS PLAN NO SCALE NO SCALE SDRSD M—45 8/23/2021 BY: ZM DATE OF THIS PLOT 8/23/2021 A- AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY: DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-201 IMPROVEMENT PLAN 5 9-23-2021 9-23-2021 CONSTRUCTION NOTES (?) CONSTRUCT DECOMPOSED GRANITE TRAIL. REFER TO CROSS SECTION ON SHEET C-102. ©CONSTRUCT COMPOSITE TRAIL FENCE PER DETAIL 4 OF ENCINITAS TRAILS MASTER PLAN. REFER TO SHEET C-102. ©CONSTRUCT TYPE A AC DIKE PER SDRSD G-05. @ INSTALL CONTINENTAL CROSSWALK PER CALTRANS STANDARD PLAN A24F. ©REMOVE EXISTING FENCE AND INSTALL NEW 6’ TALL WOOD DOG-EARED FENCE ALONG PROPERTY LINE. REFER TO DETAIL ON SHEET C-103.oCD OOCD CO CMCMm PROTECT EXISTING TREE IN PLACE. ©INSTALL LATTICE TOP WOOD FENCE. REFER TO DETAIL ON SHEET C-103. REMOVE EXISTING FENCE. INSTALL ’’ROADWAY CROSSING AHEAD” SIGNAGE PER DETAIL ON SHEET C-103. SIGN POST PER SDRSD M —45. REPAIR EDGE OF PAVEMENT AS NEEDED TO PROVIDE SMOOTH AND STABLE TRANSITION. ©TRAIL MARKER TO BE INSTALLED BY OTHERS. ©REMOVE EXISTING SHRUB. ©PROTECT EXISING SHRUB IN PLACE. ©CONSTRUCT 8’ WIDE MODIFIED CONCRETE CURB RAMP PER SDRSD G-31 WITHOUT CURB OR WINGS AND INSTALL CAST IN PLACE TRUNCATED DOMES PER SDRSD G-30. ©HYDROSEED FROM BUFFER TO LIMITS OF GRADING. oo coCOI ZO­OM OCDCOro+fO +CMCOCMCOooif o I ©CD Io+mo IOoCO COoPROPOSED GRADE AT +ro oto+o©©CO moGOrooPATH CENTERLINEEXISTING SURFACEm ©CDcot tcr4-- m£-Q oo o co co o © JD+CD ©O AT PATH CENTERLI NE DO o+o LUo o CD ©CDC 1 CD LU0.40%ooCLIVo o <N 1 405©4X0%TD+> 00 DO 00 DO OO © DOLU CDCD CO©DO OO 00 4.50% 55T LU904t5%T%LU CO LU O < BID ALTERNATE 6060 BID ALTERNATE 1 © INSTALL 150ML THICK STONE PATTERN IMPRESSED PREFORMED THERMOPLASTIC CROSSWALK PER TRAFFIC PATTERNS XD BY ENNIS-FLINT OR APPROVED EQUAL. REFER TO DETAIL ON SHEET C-102. © PAINT 12 WIDE THERMOPLASTIC WHITE LINE. PROFILE VIEW HORIZ: 1 ”=10 VERT: 1”=5’ SCALE: 2Z 2 12+0011+00 11+5010+00 10+50 .ACRi1 T orc®C.T Q o<7rC?44 Ai—C244<4 °C°~° & ■ocr1 C2 ° c c?LJ44L 44 \ 2Mg LUR/WC0 TIB tucoX >-LU LU xX o <§ -J < LU -J O LU BID ALTERNATE 1 SCALE: 1” = 10’ 777 77ww CENTERLINE DATA TABLE w w 777 777wDC 777w 77 777\- wo w w CD BEARING/DELTA LENGTH RADIUSWoo EL CAMINO DEL NORTE CM '7 13.34’ 21.53’35°29’22C1CM CP vOcm_ 106 + 00 4X CDxt-21.53’35'29’22 13.34’C2CMmEL CAMINO STA 106+00.00 + 7 in cd o m 107+00+o N73*01’48"W S73*01’28”EL1 10.00ms z o —IN: 6261301.62 E: 1962956.22 +mmco /mCD CM Oinco S73*01’28”E 251.35* L2 & +o COmoom(87.62FS)+oCD©+o * DENOTES SEGMENT THAT EXTENDS THROUGH MATCHLINE28© LU DD CD U EXISTING EDGE OF PAVEMENT O<o u LIMITS OF GRADING^ ©<O®©<Q_+si 8 CO H ■ I*. LU LU uj ZZ 77DC CO7//32 77 /TOP OF EXISTING SLOPE88.32FS 77//77 i7777_34 II32K7V CURB DATA TABLE77CRi■85-q O)o®.21FS7 IL10+BEARING/DELTA NOTESLENGTH RADIUSLI33tt88.79FS a 2 CO9+53.7 9.Q/7FS(Cl mo 2.50’6.57’150“30’22O04 AC DIKECM89.01 FS>7 0x4, HD-LU7gPo07a-o a LUft-—D G-G G <C0oo- D Gcz 30 40G1001020+-G-9.20FS G<d-.29,1CENTER ON EXISTING TRAILM.11 + 0/7+32,<W\fto in32,5 oQC 133 10’SCALE 17J0TH?o 19o.32,a CDCM,4 .CM.'1X 12t- © m QC t- 7CO Hr 32,+32,CO X 32,32,LUx CM .32,oX CMo. •+ oo + ; CO 9 CD OO 00 OO 0O ■X R/Wm <o 32.00 o 9 ■+ N O IN FENCELUooCD *+*CM+in : 10+10.00 *CDCD• CDCD CD■+oo APN= 264-172-09 LOT 09 (PEDERSON) 18>-<CD ©BEGIN DOG-EARED FENCE W END LATTICE TOP FENCE STA: 11+73.60 FOUND i” SQ. PIN BROKE PC LS3788 REMOVE CLUSTER AND TREES AND SHRUBS PROTECT EXISTING WOOD FENCE IN PLACE O <.<+/7ofESS/©\if)<mui $ aco APN= 264-172-37 LOT 37 (DEMIAN) 3316 Nasland16o33 44<©231 <JO ©A EXP. 9-30-21 XX caX ©4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770X:DATE OF LAST CHANGE TO THIS PLAN ©8/23/2021 & BY: ZM DATE OF THIS PLOT 8/23/2021 G 4 Z 14—_ OsU G718'-2"18'-1/2"Superseded by Field Order no. 1 AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT.DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-201 IMPROVEMENT PLAN 5 ~ STA: 10+30 Deleted per Field Order 8 41'-5" 41'-8"10'-0"415 sf 1 1 1 1 Updates to Elevation callouts in profile AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-202 IMPROVEMENT PLAN 6 9-23-2021 9-23-2021 CONSTRUCTION NOTES © CONSTRUCT DECOMPOSED GRANITE TRAIL. REEER TO CROSS SECTION ON SHEET C—1 02. ©CONSTRUCT COMPOSITE TRAIL FENCE PER DETAIL 4 OF ENCINITAS TRAILS MASTER PLAN. REEER TO SHEET C-102. ©CONSTRUCT CONCRETE CURB RAMP PER SDRSD G-27 AND INSTALL CAST IN PLACE TRUNCATED DOMES PER SDRSD G-30. @ INSTALL CONTINENTAL CROSSWALK PER CALTRANS STANDARD PLAN A24E. ©REMOVE EXISTING FENCE AND INSTALL NEW 6’ TALL WOOD DOG-EARED FENCE ALONG PROPERTY LINE. REEER TO DETAIL ON SHEET C-103. ©PROTECT EXISTING UTILITY IN PLACE. DESCRIPTION PER PLAN. O ©ADJUST EXISTING UTILITY TO PROPOSED GRADE. DESCRIPTION PER PLAN. ©PROTECT EXISTING TREE IN PLACE. ©REMOVE EXISTING TREE. ifl ©RELOCATE EXISTING ROCK OUTSIDE OF TRAIL, COORDINATE LOCATION IN ^ FIELD. CO © EXISTING FENCE TO BE PROTECTED IN PLACE. ©PROTECT EXISTING ROCK IN PLACE. CO ©REMOVE EXISTING CONCRETE SURFACE. W ©INSTALL ’’ROADWAY CROSSING AHEAD” SIGNAGE PER DETAIL ON SHEET Z C-103. SIGN POST PER SDRSD M-45. ^J" CM+oo to 1^m oo cooooOOu+6.40%CM 901£l CM O CD CM COOOOoo dm.CO+toCM©O CM +o■+COCM CM*TTOOI Im ooo 1^oooCOCO+ooo©ooto00CMcn LOLUn&od -©<1 •+OV-5%ooLUCO CO+to U1 oof''+T ro Ci r-ar^LlJ to CO oCOXXL+■CO-+in co coCJ 8080u--LU teeoCO LUcn©1^LU CM LUCDL±J 45-cninCOCDPROPOSED GRAD: AT in oatCDo t:t a1.5%=>ATH :ENTEF!LINE coQ.LU o i .5%o 444%-ftin+EXISTING SURFACE *4=RELOCATE EXISTING STREET SIGN OUTSIDE OF TRAIL PER SAN DIEGO COUNTY DESIGN STANDARDS DS-13. 5 ©REMOVE EXISTING SHRUB. ^ ©HYDROSEED FROM BUFFER TO LIMITS OF GRADING. ©PROTECT EXISTING FENCE IN PLACE. AT PATH CENTIRLINEO 6.87%o < 7070 BID ALTERNATE BID ALTERNATE 1 (T) INSTALL 150ML THICK STONE PATTERN IMPRESSED PREFORMED THERMOPLASTIC CROSSWALK PER TRAFFIC PATTERNS XD BY ENNIS-FLINT OR APPROVED EQUAL. REFER TO DETAIL ON SHEET C-102. © PAINT 12 PROFILE VIEW HORIZ: 1 ”=10 VERT: 1 ”=5’ SCALE: WIDE THERMOPLASTIC WHITE LINE. 2 12+00 12+50 13+00 13+50 14+00 14+50 ■75h~ 4 >A. A A <1a)o°°‘ ° o o. A •<1 Oq.O'1 < CM - _7oo ) L <7r i /A A4 1A 4Q Ao —sj.Q- 2 01R/W 79 Q < 5cc 00 78 CO O BID ALTERNATE 1 77<SCALE: 1” = 10’ 777 777Z ohe:S CENTERLINE DATA TABLEwS'w sw e- w w wCD wo - W00 BEARING/DELTA* C2T LENGTH RADIUSOO■JLrVCD W W 1511’48 15.19’57.26’C3 108+00 QC BELOW GRADE V'''- AT&T LINES oc 1511 ’48 15.19’57.26’* 04EL CAMINO DEL NORTE §N73*01’48”W o109+00 oo 17°06’11 10.15’34.00’C5CMCM 110+00■+17”06’11 10.15’34.00’CM 06OnooCMO < 6 ooo■+oCM■+00 to REFER TO SHEET C-301 /TOR STRIPING DETAILS ■+o o S73*01’28”EL2 251.35oo00o/+CJ +00 cnTOP OF EXISTING SLOPE EXISTING EDGE OF PAVEMENT EXISTING AC BERM +o O/cn '++cn ooCM STA: 13+81.74 Oo++ELECTRICAL PULL BOX om S73°02’58”E+L3 72.05AZ.14m If)(75.24TB) (74.93FS) £ moo ¥ 3oa<m o ©►oCO CDOO S73*01’48”EL4 160.00CLLU© FIRE HYDRANT © (8) WATER METERS m CMo^r25.cn u_LU LU OF oo <oCO1^* DENOTES SEGMENT THAT EXTENDS THROUGH MATCHLINE <cn +<_t +DING o ■si-oSTA: 13+47.97 QC CD i— o□ «oc m m CMm31+(76.38TB) (76.08FS) 17 CO LU □ w x W oLULlJ/u 20.++ 1^.17 o o2IIO LUli- cor~EXISTING AC BERM CD CL CURB DATA TABLE•CH—•cn------r /O—--Eh-.—-36..32,-----Q <L7<o<L?0 IS II O-'mr <Do BEARING/DELTAA.LENGTH RADIUS NOTESS.■"‘o'0Z o Ko04’LUmmo.16 11A• A ■4 CO\ ,3+00 7 rhS3' cn oo7 AaCM 12.20’N6°27’07”EL1 CONCRETE CURB RAMP'mw.r~ter CMO1cn'32.'!+~T\ <CO r~Z7* caco LCD -L-_CO Lan 76.59FSCO 7COcoQ00mCM 12.27’N29°03’40”EL2 CONCRETE CURB RAMPoo<0•76.53FS (4oo00 A 7,—A1A<t7\CM77a. 4 +17/\17o32 /s32S STA: 13+50.19 N /\.20,%10 0 10 20 30 40—*r-x .32,(76.68TB) ('76.37FS) *XX ,75.32,\STA: 13+79.16 - i R/W’ (45476 TE) O \ (75.48FS) CN f'.12 •gCMfO .75.50FS .20,^6>in m .32,(2) WATER METERS ©24 10’oo SCALE 112.REMOVE CLUSTER OF TREES AND SHRUBS - XAPN= 264-172-37 LOT 37 (DEMIAN) oo Ai <dg+23,rirfESSto^ W& , v END FENCECM STA: 109+28.07 21 ©►.38.<Nasland21cnCOAPN= 264-172-24 LOT 24 (SIMMONS) FOUND 2” SQ. PIN oO lo. ccz Q *4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770TP\exp: 9-30-YTDATE OF LAST CHANGE TO THIS PLAN 8/23/2021 BY: ZM CCDATE OF THIS PLOT 8/23/2021 7- 7^7 r kh16'-10"16'-6"Superseded by Field Order no. 1 PROPOSED GRADE PATH AT CENTER LINE PER ORIGINAL CALLOUT EXISTING SURFACE AT PATH CENTERLINE AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT.DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-202 IMPROVEMENT PLAN 6 Does not exist. Relocation not required Relocate boulder here. Boulder shall be buried approximately half the height of the rock to make it look as if it were natural occurring. Contractor shall pothole location to verify no existing utilty conflicts. Deleted per Field Order 8 Deleted per FO 8 Deleted per Field Order 8 34'-0" 29'-0"10'-0"315 sf 1 1 1 1 1 1 Updates to Elevation callouts in profile AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-203 IMPROVEMENT PLAN 7 9-23-2021 9-23-2021 CONSTRUCTION NOTES60© CONSTRUCT DECOMPOSED GRANITE TRAIL. REFER TO CROSS SECTION ON SHEET C-102. © CONSTRUCT COMPOSITE TRAIL FENCE PER DETAIL 4 OF ENCINITAS TRAILS ^ MASTER PLAN. REFER TO SHEET C-102. ©CONSTRUCT CONCRETE CURB RAMP PER SDRSD G-27 AND INSTALL CAST IN PLACE TRUNCATED DOMES PER SDRSD G-30. CM O OCMCMIIOooino ©CONSTRUCT TYPE A AC DIKE PER SDRSD G-05.HI Q LUooLUtoo UJ ©INSTALL CONTINENTAL CROSSWALK PER CALTRANS STANDARD PLAN A24F.+30 O00 IOLD COCO ©to r-coa13 PROTECT EXISTING TREE IN PLACE, jj-j ©REMOVE EXISTING TREE. CO ©INSTALL RAPID FLASHING BEACON AND CROSSING SIGN. REFER TO SHEET C-301 FOR DETAILS. 87 Z T7T+EXISTING SURFA2E NO ino 70IQn+LU AT FATFT CENTERLINE o ■+CD £>r*■+LU co jx1+in.03 o+rrr+CO +m ■+00 n conn m.n03-n©CO CO COCZ5rroPROPOSED GRACE AT PA"H CEMERLINE +LU aCO LU+00 ■C&t T TXTn1^o z ©REMOVE EXISTING SHRUB.0)CDCO € >75%©CM CL 00 CMCO©x ©HYDROSEED FROM BUFFER TO LIMITS OF GRADING.CO © COp o■IAX PROTECT EXISTING FENCE IN PLACE. ^ ©CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-07.< PROFLEV EW60 60 BID ALTERNATESCALE: H0RIZ: 1 =10 VERT: 1 ”=5’ BID ALTERNATE 1 (T) INSTALL 150ML THICK STONE PATTERN IMPRESSED PREFORMED THERMOPLASTIC CROSSWALK PER TRAFFIC PATTERNS XD BY ENNIS-FLINT OR APPROVED EQUAL. REFER TO DETAIL ON SHEET C-102. (2) PAINT 12 15+00 15+50 16+00 16+50 17+00 WIDE THERMOPLASTIC WHITE LINE. BID ALTERNATE 2 Si 1 GRIND AND AC OVERLAY SPEED TABLE PER DETAIL ON SHEET C-102. SEE BID ALTERNATE DETAIL THIS SHEET FOR PRECISE GRADING.0 £BID ALTERNATE 3APPROXIMATE LIMITS OF EXISTING TRAIL R/W V 4^(8) INSTALL RAPID FLASHING BEACON AND CROSSING SIGN. REFER TO SHEET C-301 FOR DETAILS. PROVIDE FILL TO MATCH TOP OF PROPOSED BERM (63.02TB) (62.56FS) (62.49TB) (62.03FS) (61.96FS) 8•s o 12’4 l 1.0%C1°' 74 361.9QFS 61,92TB v 61.42FS (62.66TC) (62.20F$> <7rs 6.8%O (61.10TB) (60.60FS) OS(o .0°s o°oP/2 "A4o12’s -\w- w 4w 1’/S 0’- w 1’w - w >(61.51 TC) (61.09FS) S 62.29FS(P0©r W £P ScPOCPV9o<p o w ◄CP (62.40FS)s w<POH 61.89FSCP \ 1.0% rCP 3o>©SEL CAMINO DEL NORTE 113^00 ±6.3% 111+00 Q (61.08FS)o E 112+0o N73“01’48”W 1o OVERHEADEXISTING POWER LINE 2/+•+ S ->113+00//2CO10u/o 00<0 REFER TO SHEET C-301 FOR BID ALTERNATE ©<CO n 61.77TB '61.27FS+ £! O CM j<o CO H (62.42TB) (61.98FS) i.a/+LU 03 11 o (61.05TB) (60.60FS) CDin n +CM W.54FS/CO0 2.0%+EXISTING AC BERM + ^I o co /6.5 %LS £ O co 1— CD ©///5/l o<o d 1231611■ I*. LU LU UJ 5 A/, 17.s32n e—- ir:2 61.90FS.62.30FS 4 NL-■■ LUo =J CO A-42 817 sped LU— □ -16 36 u LU—g ..; *n?,+0— □ unLU A±±=e b°op ono•s.LU o CO I QHf' ' < W A / ■o A P UJ 5 CO er>X 4vv.17.6+00 Xk—00— n15?n 14~r =J±L©15+00 17 2717o + 00t17r ^co .4n o XhrCM-co TO/\n BID ALTERNATES 1. 2. 3 SCALE: 1 /CA nCOCO~T~/Co <oCo ©,39.//£.17A.17.B1 10’__ .4e-e-7T/B- ■ -&==—e-£JL63r©-X —CM CURB DATA TABLE620,36,X 232_■61-A _2 ■60-BEARING/DELTA~x -R/W—~LENGTH RADIUS NOTESLU1732©IFo \ / 12.34’ 42’51’40 16.50’C1 AC DIKEA1^ LU ■++o o38.03n REMOVE CLUSTER OF TREES AND SHRUBS 11.85’N71 °49’55”WL3 **AC DIKECOLUCO©CO O<APN= 264-172-24 LOT 24 (SIMMONS) ++00 14.00’N72°30’55”WL4coQ CONCRETE CURB RAMPin ©<<11.00’N72°33’23”WL5 AC DIKEcoCOCO 16.00’ 45’49’29 20.00’C6 CONCRETE CURB RAMP BID ALTERNATE 2 10 0 10 20 30 40CENTERLINE DATA TABLE 10’SCALE 1CDBEARING/DELTA LENGTH RADIUS 1513’30 25.32’95.27’C7 >0 /© * 1513’30 95.27’C8 25.32 'U NaslandCl S73”01’48”EL4 *160.00 O 231 DO S72°43’56”EL5 *298.01 tp\EXP. 9-3P21 / ^4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770TTDATE OF LAST CHANGE TO THIS PLAN 3©8/23/2021 BY: ZM * DENOTES SEGMENT THAT EXTENDS THROUGH MATCHLINEDATE OF THIS PLOT 8/23/2021 H- /Hr k— 0 39'-10"35'-10"12'-0" 454 sf AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-204 IMPROVEMENT PLAN 8 9-23-2021 9-23-2021 M“ 001^ ©±Q©o©oo 10o co 50 60±©z 5 l9z oTU|ZTT31 O m—o o _l 1— Li- oo o fto © -ej-ee-©? |I^50 ■+i 550©m-O CM CO L±Ja)m—© oo oo toEC oo oo oo ©----s-----r ■©an cl LiJ 19ooCLo<toLf > ■+to<oo •<- irr © ■+ (M i o tomirnn"+ UOm m in ■+ © M-m©M“oCO<£j£m m in socomCM OO OO© + t Z:oo oo + +co to ia 56 66RIGHT CURBT T PROPOSED SURFACE MISTING GROUND V. PROPOSED FLOW-b PROPOSED TOP OF EXISTING SURFACE NE 50 60ObHR& ^5066 I ■EXISTING 13” RCP 3 3 to o oIjJ CO •+CO 46 46CO© ©mtoCO JO ooin CMin++ +o <r 05 05CM1 n •+ •+toI T o COCDOo moocoCO ooootoinQTieSBi©of(X)PROFILE VIEWLU+o in5m.+o m.ooLU T-TXTCM Oin co HORIZ: 1 ”=10 VERT: 1 ”=5’ ±50%.SCALE:to oo 60©toCOQD©O CMCMooin+-20%CDQLUin©M"ZinLU m CONSTRUCTION NOTESL±J CO 2.10% (?) CONSTRUCT DECOMPOSED GRANITE TRAIL. REEER TO CROSS SECTION ON SHEET C-102. ©CONSTRUCT COMPOSITE TRAIL EENCE PER DETAIL 4 OF ENCINITAS TRAILS MASTER PLAN. REFER TO SHEET C-102. ©CONSTRUCT TYPE 3 MASONRY RETAINING WALL WITH ANTI-GRAFFITI COATING PER SDRSD C—03. ©CONSTRUCT CONCRETE CURB RAMP PER SDRSD G-27 AND INSTALL CAST IN PLACE TRUNCATED DOMES PER SDRSD G-30. ©CONSTRUCT TYPE A AC DIKE PER SDRSD G-05. ©CONSTRUCT TYPE B CURB INLET PER SDRSD D-02 (L=9’). ©INSTALL 18” RCP STORM DRAIN PER SDRSD D-60. ©CONSTRUCT CONCRETE PIPE COLLAR PER SDRSD D-62. ©CONSTRUCT TYPE F CATCH BASIN PER SDRSD D-07. ©CONSTRUCT VEGETATED DRAINAGE SWALE. ©REMOVE EXISTING TREE. ©TRAIL MARKER TO BE INSTALLED BY OTHERS. ©REMOVE EXISTING CONCRETE HEADWALL. ©REMOVE EXISTING SHRUB. CONSTRUCT AC SPILLWAY PER SDRSD D-22. ©CONSTRUCT COMPOSITE TRAIL FENCE WITH BLACK VINYL COATED CHAINLINK. ©PROTECT EXISTING FENCE IN PLACE. LU Y TRAIL CENTERLINE PROPOSED GRADE PATH CENTERLINE EXISTING SURFACE AT PATH CEMTERLI AT O <4E 66 50 PROFILE VIEW HORIZ: 1 ”=10 VERT: 1 ”=5’ SCALE: 17+50 18+00 18+50 19+00 R/W STORM DRAIN DATA TABLE CENTERLINE DATA TABLE BEARING LENGTH PIPE SIZE(£) BEARING/DELTA LENGTH RADIUS N17°18’40”E 9.72’18” RCPL1S72°43’56”E* L5 298.01 S73’23’58”W 5.95’ 18” RCPL2* DENOTES SEGMENT THAT EXTENDS THROUGH MATCHLINEW- W wCP - w wo - W ws w CL CURB DATA TABLETEFER^bShsTSL EET-<3\-301 FOR STRIPING DETAILS ©CL OsCO<5?®o EL CAMINO DEL NORTE '35"-n BEARING/DELTAcoLENGTH RADIUS NOTESLUsCM<Cl 114+00 S ©N73”0T48’rW CAUTION: SDGE DUCT BANK 1.82’ N72°46’47”WO L6 AC DIKEz Oi< 2 W00_©o + CO PS j<o CO H v. 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CM “00—©o V613-©©>o <0.39©mi t—B 29 YSEE WALL PROFILE ON SHEET C-401 A ^41©8e—-5 - DHF------58-Y44€: A j '-JLi — Q'34.3OFS/2d30lL£©?;>c<K7 Z 10’4 SCALE 137.O m &9£+—- >■ -Or-54.81 TO57= UEEq^:■55 54 535617©©HEHe ■da \~54-:54: EV3 51■53^=^SDGtScE POLE P514207 TO BE PROTECTED IN PLACE REMOVE CLUSTER OF TREES AND SHRUBS ■53-: i ■ ■ ^/w 52-- <§> ---------38 ERoZ LU z o (3o ^0FESM+13 o SDG&r-FOLL P514208T0 BE PROTECTED IN PLACE co38.coLUoCL | ^ CM LU V© — I O© ©©+<2©<O©ooo Nasland©x 4 m- y © © + © z ct>cm Cl++©FOUND REBAR TO BE PROTECTED IN PLACE o ©©© ©%<©CD ■231 in o ©< *■+<LU 4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770XP. 9-j£K21 /cPin 7CDATE OF LAST CHANGE TO THIS PLAN 5^8/23/2021 BY: ZM .10. DATE OF THIS PLOT 8/23/2021 0 TYPE B-1 AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 C-301 STRIPING AND SIGNAGE PLAN 9 9-23-2021 9-23-2021 BASE BIDPOLE AND EQUIPMENT SCHEDULE SOLAR PANELSOLAR PANELSTRIPING AND SIGNAGE NOTESPLACEMENT DIMENSIONS SIGNAL MOUNTING AND PLACEMENTSTANDARDLUMINAIRE CO-LPS REMARKSLOC.© INSTALL W11-15A SIGN, W84 (CA), AND W16-9P ON SAME SIGN POST. © PAINT ’’TRAIL XING” PER CALTRANS STANDARD DRAWING A24D. MASTARM VEH CLE PEDESTRIANA. B.TYPE LUM. LOC.HT. SIG. POLE MASTRAM SIGNAL PPB E)i@iSEE ALL NEW EQUIPMENT DOUBLE SIDED RRFB WITH PPB AND EPB14’04P 715-FBS PLANS BID ALTERNATE0 (2) 0SEEALL NEW EQUIPMENT DOUBLE SIDED RRFB WITH PPB AND EPB14’04P 315-FBS PLANS BID ALTERNATE 1 © INSTALL 150ML THICK STONE PATTERN IMPRESSED PREFORMED THERMOPLASTIC CROSSWALK PER TRAFFIC PATTERNS XD BY ENNIS-FLINT OR APPROVED EQUAL. REFER TO DETAIL ON SHEET C-102. © PAINT 12” WIDE THERMOPLASTIC WHITE LINE. BID ALTERNATE 2 © 1” GRIND AND AC OVERLAY SPEED TABLE PER DETAIL ON SHEET C-102. 2 PAINT PAVEMENT MARKINGS FOR RAISED CROSSWALK, ’’OPTION B”. REFER TO FIGURE 3B-30 ON SHEET C-102 FOR DETAILS. 2 PAINT ADVANCE WARNING MARKINGS FOR RAISED CROSSWALK. REFER TO FIGURE 3B-31 ON SHEET C-102 FOR DETAILS. 2 PAINT DOUBLE YELLOW THERMOPLASTIC LINES PER DETAIL 22 CALTRANS STANDARD DRAWING A20A. 2 PAINT WHITE THERMOPLASTIC LINE PER DETAIL 27B CALTRANS STANDARD DRAWING A20B. TRAIL \/ CROSSING /W11-15A TRAIL CROSSING '11-15A STANDARD SPECIFICATIONS 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2014. 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SPECIFICATIONS, 2015 EDITION. RECTANGULAR RAPID FLASHING BEACON RECTANGULAR RAPID FLASHING BEACON □Q3S□□eg□u W16—7P(LT)W16—7P(RT)CDCD STANDARD DRAWINGS: 8” TAPERED STEEL TYPE 15-FBS POLE 8” TAPERED STEEL TYPE 15-FBS POLE 3 TYPE B PEDESTRIAN PUSH BUTTON ASSEMBLY WITH R10-25 SIGN 1. CALIFORNIA DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD PLANS, 2015 EDITION. 2. SAN DIEGO REGIONAL STANDARD DRAWINGS (2015 EDITION).3 TYPE B PEDESTRIAN PUSH BUTTON ASSEMBLY WITH R10-25 SIGNGENERAL NOTES: o o 3 TYPE B PEDESTRIAN PUSH BUTTON ASSEMBLY WITH R10-25 SIGN 3 TYPE B PEDESTRIAN PUSH BUTTON ASSEMBLY WITH R10-25 SIGN THE CONTRACTOR SHALL CONFIGURE THE PPBS TO WIRELESSLY COMMUNICATE AND ACTUATE THE RRFB AT THIS INTERSECTION. THE CONTRACTOR SHALL COORDINATE WITH THE CITY TO DETERMINE THE LENGTH OF EACH ACTUATED FLASHING PHASE. THE DURATION SHALL COMPLY WITH THE CAMUTCD AND THE CITY STANDARDS. SIGN W16-7P SHALL BE ORIENTED FOR THE ARROW TO POINT TOWARD THE CROSSWALK OF THE APPROACHING TRAVEL LANE ANY AUDIBLE MESSAGES SHALL BE APPROVED BY CITY. 1.BID ALTERNATE 3 o o 2.2 INSTALL RAPID FLASHING BEACON AND CROSSING SIGN. 2 PAINT WHITE THERMOPLASTIC YIELD LINES PER CALTRANS STANDARD DRAWING A24G. © INSTALL R1—5 (L) SIGN. 2 FURNISH AND INSTALL STANDARD TYPE 15-FBS POLE WITH LED RECTANGULAR RAPID FLASHING BEACON (RRFB) BACK TO BACK (DOUBLE SIDED). MODEL R920 RRFB SYSTEM FROM CARMANAH OR APPROVED EQUAL SHALL INCLUDE BUT NOT BE LIMITED TO: A SELF-CONTAINED SOLAR POWERED ENGINE; NEMA 3R, ALUMINUM POLE MOUNTED CABINET, 10W TOP-MOUNTED PANEL, 12V DUAL BATTERY SYSTEM, AND WIRELESS ACTIVATION UNIT. CONTRACTOR SHALL INSTALL POLE MOUNTED W11-2 AND W16—7P(LT) SIGNS PER CALTRANS STANDARD PLANS RS4. SEE DETAIL ”A” AND POLE AND EQUIPMENT SCHEDULE THIS SHEET. FURNISH AND INSTALL STANDARD TYPE 15-FBS POLE WITH LED RECTANGULAR RAPID FLASHING BEACON (RRFB) BACK TO BACK (DOUBLE SIDED). MODEL R920 RRFB SYSTEM FROM CARMANAH OR APPROVED EQUAL SHALL INCLUDE BUT NOT BE LIMITED TO: A SELF-CONTAINED SOLAR POWERED ENGINE; NEMA 3R, ALUMINUM POLE MOUNTED CABINET, 10W TOP-MOUNTED PANEL, 12V DUAL BATTERY SYSTEM, AND WIRELESS ACTIVATION UNIT. CONTRACTOR SHALL INSTALL POLE MOUNTED W11-2 AND W16—7P(LT) SIGNS PER CALTRANS STANDARD PLANS RS4. SEE DETAIL ”B” AND POLE AND EQUIPMENT SCHEDULE THIS SHEET. 2 FURNISH AND INSTALL TWO TYPE B PUSH BUTTON ASSEMBLY PER CALTRANS STANDARD PLANS ES-5C. CONTRACTOR SHALL INSTALL R10-25 SIGN ON PUSH BUTTON ASSEMBLY. SEE DETAIL ”A” AND "B” THIS SHEET. 3.o o +1- ■'i- 4. 1v> FINAL POLE LOCATION SHALL BE A MINIMUM OF 2.5’ BEHIND THECOORDINATE EXACT POLE LOCATION WITH THE CITY PRIOR TO INSTALLATION. BACK OF CURB. 5.' 1 1 . FOUNDATION PER CALTRANS STANDARD PLAN ES-7J FOUNDATION PER CALTRANS STANDARD PLAN ES-7J <<f a-'CD CD21 «4SIGNS (THIS SHEET ONLY) YIELD CD CD < • W16—7P(RT)2’-62’-61 AAHEREr■ 4 •• ■ 4 SPEED HUMP AHEAD TOTRAIL CROSSING PUSH BUTTON TO TURN ON WARNING LIGHTS ELEVATION VIEWELEVATION VIEWW11-15AR10-25 W16—7P(LT)W84 (CA)A NOT TO SCALENOT TO SCALE AHEAD DETAIL ”B” 2 2DETAIL ’A’ 0 2W16-9P Vi: R1—5 (L) (MOD) 0 ## / APPROXIMATE LIMITS OF EXISTING TRAIL 28 670’ 3 250’4 110STA. 112+95.57 22.00’ LT OF Q./46 111135v-•40’s 7SPUSH BUTTON LOCATION DETAIL 3s -•wwwSNWowwwwwwo’o s /o(TYP.) [4 r/sNOT TO SCALE oy—2©^(typ.)—qS Q-----2 (TYP.)□<s6 XsTTEL CAMINO DEL NORTE2 ~1T3^00 114+0012+00 z I Vi]1’1’X ik<] n 3OHE[]----(Ml (TYP.)□>□<7r2S(7)"QH&18’16’14’12’10’ 8’Ty LJL 41 (TYP.)I ++l 1 40’ 2?0^<7r 2 4 411t ' ZY W A a OgL-J-15— iiL 67O'4 a.12113Saaa e—.Q. D\ - □■a- >,+,.+□ a —&—a-—B —B t- ...EpA, .: -A- TA. 112+83.3410rt qf J^33cT.17+00 -S3*C7>18+00o'___yQ—(X)vPI— X35?I6+22 &OH£/ ■Jl A4 :6.4' -40-O a a s o oA o a ■o EF^a D o s o a D aCo B ■60'■63- £■59-W.■62- ■58-c c-==57-X X AA 7\7 '-y~) f3$/ S ^<3 NaslandCl0 10 20 30 4010 o ;31 Jf 4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770expx3 DATE OF LAST CHANGE TO THIS PLAN 10’SCALE 1 KeQrc^ 8/23/2021 BY: ZM DATE OF THIS PLOT 8/23/2021 Deleted per Field Order 8 1 sf 2 sf 3.02 sf 4.01 sf 5 sf 6 sf 7 sf 8 sf 41.91 sf 35.53 sf 8.02 sf AS-BUILT DID# 8997158-SI NASLAND ENGINEERING4740 RUFFNER STREET(858) 292-7770DRAWING NO.CITY OF ENCINITAS - ENGINEERING DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESCRIPTION: CITY OF ENCINITAS ROS 18416 LOCATION: GPS POINT NO. 1020 RECORD FROM: ROS 18416 ELEVATION: 120.564 DATUM: NAVD83 DESIGNED BY:DRAWN BY:CHECKED BY: ZM ZM JL PLANS PREPARED UNDER SUPERVISION OF JAMES JARRETT LINN DATE: 8/23/2021 R.C.E. NO.: 84231 EXP.: 9/30/2021 IMPROVEMENT PLAN FOR: TRAIL 95 - EL CAMINO DEL NORTE LUCYLLE LANE TO ESCONDIDO CREEK BRIDGE PLANNING CASE NO: PM/TM/CDP/DR/MUP/MIN/EIA, etc. AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED:APPROVED: LAUREN E. KIRK, PE JILL BANKSTON, PE ENGINEER II ACTING CITY ENGINEER DATE DATE PLAN DATE IDENTIFIER SHEET OF 10 10 C-401 WALL PROFILE9-23-2021 9-23-2021 CONSTRUCTION NOTES ©CONSTRUCT DECOMPOSED GRANITE TRAIL. REFER TO CROSS SECTION ON SHEET C-102. ©CONSTRUCT COMPOSITE TRAIL FENCE PER DETAIL 4 OF ENCINITAS TRAILS MASTER PLAN. REFER TO SHEET C-102. ©CONSTRUCT TYPE 3 MASONRY RETAINING WALL WITH ANTI-GRAFFITI COATING PER SDRSD C—03. ©CONSTRUCT COMPOSITE TRAIL FENCE WITH BLACK VINYL COATED CHAINLINK. ©PROTECT EXISTING FENCE IN PLACE. 66 <66© ©©o o o BROPQSEID TOP OF WALL o © ©o Zo CM LlJ LO CD ©©O O+ +T© © ©© ©-55.50TV\o 65©■+c? © © LjJ CM ■50.50TF- 7 66 PROPOSED TOP OF FOOTING -EXISTING SURFACE 46PROFILE VIEW HORIZ: 1 ”=10 VERT: 1 ”=5’ SCALE: 16+66 4 Osss° 4O o ws w - w w - w©wf£2JfT s ;Wo W WSO')wO'S ©s <5?113+00 sN73*01’48”W 114+00 s io s o © ©EL CAMINO DEL NORTE 115+00 +s XXL ©+s SDG&E VAULT H115438 TO BE PROTECTED IN PLACE o ©<P © CO Li_EXISTING AC BERto <_i ooV°o0ooF| O CK •*- h- © t ©►4 ©►LJEEo’E• •„ VA©5c"14ID tFur o —o -B©©&o0a:©/A^©iO3A4 —Y+34—,3^©5© -55P^©1z:<cP O'33 © o i©<^fW9.39©=^£3 ©©—S-E i220 (STT3©T 37—--LB <59 A■nr T7T—£3 > oQi4£61 -B-it 2 q ///. 4 3WE—58 O 3^=60 ©-D-—-g=±=o57:tt-A UHF56-----_A ©H-54:~_5±A +3|| O.-f,ELH53-^^ 52— 38,'53-SDG&E POLE P514207 TO BE PROTECTED IN PLACE _ CM. ‘ 38, APN= 264-172-24 LOT 24 (SIMMONS) ■+ —I o38 o ■+ -I oo —}o O —! Li_o CO ^ © ^ oo §50 + Q © Z o ■++ <2»CMCM (N+©►©<©O CD < CD << GO CO CO rirfESSto^ /-J© / ^ © * <0 Nasland<T>10 0 10 20 30 40 %CD 31 z *4740 Ruffner Street San Diego, CA 92111 nasland.com Civil Engineering Surveying Land Planning T (858) 292-7770Tp\ EXP._ir4 TTDATE OF LAST CHANGE TO THIS PLAN »10’5^SCALE 18/23/2021 BY: ZM DATE OF THIS PLOT 8/23/2021 ©C j<3- 0 7"7^ Move curb inlet south to avoid conduits App. conduit alignment Extend fence to edge of new inlet to prevent pedestrians from stepping off exposed edge Extend new AC spillway to meet new inlet Approximate conduit alignments AS-BUILT DID# 8997158-SI158-SI