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Encinitas Coastal Rail Trail As-Builts Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 11 SD 5 R39 . 4/R40. 9 1 86 Wo RAI INDEX OF PLANS STATE OF CALIFORNIA DEL NORTE. DESCRIPTION STATION RANGE SHEET DEMIGOD ucooc COVER SHEET , DEPARTMENT OF TRANSPORTATION Q KEY MAP AND NOTES 2 Q NOTES 3 Taxltt sxASrn usSE„ 3 CROSS SECTIONS 4 ��o ~ CROSS SECTIONS 5 NO aanr V N CROSS SECTIONS 6 TEHAUA _ SAN ELIJO AVENUE STA 27+64 TO STA 32+50 7 PROJECT PLANS FOR CONSTRUCTION `w"� p� � SAN ELIJO AVENUE STA 32+50 TO STA 38+00 8 8 6 O SAN ELIJO AVENUE STA 38+00 TO STA 43+50 9 u ooclNO °�R RUB sue" fL(/�WLI SAN ELIJO AVENUE STA 43+50 TO STA 47+75 E V SAN ELIJO AVENUE STA 47+75 TO STA 50+00 1 ADJACENT TO 11 E DA ucER _ vao IL GERALD + + s u MA AP n UI CLASS 1 PATH STA 54+00 TO STA 58+50 13 STATE HIGH A CLASS 1 PATH STA 58+50 TO STA 63+00 14 h CLA58 1 PATH STA 63+00 TO STA 67+00 15 F� Q CLASS 1 PATH STA 67+00 TO STA 71+50 16 SAN FRANCISCO J ARM E Dana CLASS 1 PATH STA 71+50 TO STA 75+00 17 CLASS 1 PATH STA 75+00 TO STA 79+50 18 V = CLASS 1 PATH STA 79+50 TO STA 83+00 19 Sex MA o sAxTA i �iI Q CLASS 1 PATH STA 83+00 TO STA 87+50 20 aa,n MERGED CLASS 1 PATH STA 87+50 TO STA 91+19 21 IN SAN DIEGO COUNTY IN ENCINITAS SANTA OR z s� ROADWAY IMPROVEMENTS STA 27+64 TO STA 32+50 22 SAN h I� ENI FRESNO ROD ROADWAY IMPROVEMENTS STA 38+00 TO STA 43+50 24 ON SAN ELIJO AVENUE FROM CHESTERFIELD DRIVE TO SANTA FE DRIVE TUURE ROADWAY IMPROVEMENTS STA 32+50 TO STA 38+00 V ROADWAY IMPROVEMENTS STA 43+50 TO STA 47+75 25 MONTSI ROADWAY IMPROVEMENTS STA 47+75 TO STA 50+00 26 ants R 2 RECTANGULAR RAPID FLASHING BEACON 27 Q EROSION CONTROL 28 SAN O p EROSION CONTROL 29 ORISPO KERN EROSION Q = DETAILS CONTROL 31 TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2015 xRERx nDInE ti DETAILS 32 DARBA ARBA S mmO AA �iI y STRUCTURAL PLANS 33-40ITURA p� LANDSCAPING PLANS 41-86 VK ebb. RIYFRDIGE LOCATION MAP D N� SW DIEGO IMPERIAL W C 0 N � M r � o COASTAL RAIL TRAIL — ENCINITAS m SANTA FE DRIVE TO CHESTERFIELD DRIVE PEDESTRIAN BRIDGE o AT HARBAUGH N SEASIDE PARKWAY CITY OF ENCINITAS v - _ . zo 00 0 ;0: �r - 8Ar1 ELF10 AVENUE JI.y u� JJL NIx G Q 00 l� - 7 00 80+0 90+00 4100 +00 — 60+00 Q Q w ~ _ SOUTH OOAST H K MVAY,DI _ _ - _ BEGIN CONSTRUCTION ��`° nom T NCTD MP 238. 65 NCTD RAIL ROAD TRACKS m m sounicoAarrx,r�WArrn 00 nn In wmnln n%� J Q O K PACIFIC OCEAN NCTD RAIL ROAD TRACKS us E, END CONSTRUCTION NCTD MP 239 . 86 oQ VICINITY MAP x NOT TO SCALE z Y ¢ p 0 Q 11/30/17 �oPP�FESg�Qy4 ° AS—BUILT• 08/20/20 PROJECT ENGINEER DATE WQJ N ` w REGISTERED CIVIL ENGINEER " Boo�Zz "d Nu w * " a ? IRFAN KALHORO, PE 02/16/18 �r " w p PLANS APPROVAL DATE ' AA of THE STATE OF CALIFORNIA OR ITS O / OFFICERS OR AGENTS SHALL NOT HE k m / RESPONS/BLE FOR THE ACCURACY OR p U) !! COMPLETENESS OF SCANNED CORES CF THIS PLAN SHEET. J o 0 Q as o �' CITY OF ENCINITAS Imp w SAN ELIJO AVENUE a Civil Engineering r(ase1 292-MO CARDIFF, CA 92007 Q NORTH COUNTY Nasland is anning , CONTRACT No. 11 - 2T3454 w o THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) p OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." TRANSIT DISTRICT PROJECT ID 1118000117 NE JOB 117-131.1 PROJECT NO. 1223016 RELATIVE BORDER SCALE 0 1 2 3 USERNAME => $USER BORDER LAST REVISED 8/1/2016 CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ IS IN INCHES I I I I I I I DGN FILE => $REQUEST UNIT PROJECT NUMBER & PHASE NOTIFICATIONS STATEMENT OF ENGINEER OF WORK LEGEND EXISTING IMPROVEMENTS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ITEM SYMBOL BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE EXISTING CONTOUR . . . . . . . . . . . . . . . . . . . . . . . . . . . . /—aa—i SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF RIGHT-OF-WAY . . . . _ ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK EXISTING SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — RSW THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS EXISTING WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W A. SEWERS - CSD/ESD - (760)-633-2770 LWD 760-753-0155 OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF EXISTING WATER METER . . . . . . . . . . . . . . . . . . . . . . . . . WM ® B. GAS & ELECTRIC - SDGE - (760)-438-6200 IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS EXISTING GAS LINE . . . . . . . . c C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, EXISTING ELECTRIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . E D. TELEPHONE - SEC BELL - (760)-489-3411 ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF EXISTING TELEPHONE . . . . . . . . . . . . . . . . . . . . . . . . . . t SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 � EXISTING FENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — y— V 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. SIGNATURE: DATE: 11 /30/17 EXISTING FIRE HYDRANT . . . . . . . . . . . . . . . . . . . . . . . . . PHONE: (760)-633-2770. SAMUEL WAISBORD CIPPI)It EXISTING TELEPHONE POLE . . . . . . . . . . . . . . . . . . . . . . . y- EXISTING CURB / BERM . . . . . . . . . . . . . . . . . . . . . . . . . 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK NASLAND ENGINEERING EXISTING CURB AND GUTTER . . . . . . . . . . . . . . . . . . . . . . rD PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 4740 RUFFNER STREET< SAN DIEGO, CA 92111 EXISTING RAILROAD TRACKS . . . . . . . . . . . . . . . . . . . . . .z (858) 292-7770 IMPERVIOUS AREA EXISTING STREET LIGHT . . . . . . . . . . . . . . . . . . . . . . . . . RCE EXPIRES 9/30/19 ' EXISTING MONUMENT . . NG AND . LA66 'A . . . . . . . . . . .0 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 8.35054FT ILR (TO BE DESTROYED DURING AND REPLACED AFTER CONSTRUCTION) z z N IMPERVIOUS AREA AFTER CONSTRUCTION: 77 g5QSQFT SOILS ENGINEERS CERTIFICATE - EXISTING PULL BOX . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ INCREASE IN IMPERVIOUS AREA: 69.100 OFT � z_ IMPERVIOUS AREA REPLACED: 8.350SQFT I, ROBERT A. TORRES, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD EXISTING METAL VAULT COVER . . . . . . . . . . . . . . . . . . . . . D_ OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN EXISTING POSTED SIGN . . . . . . . . . . . . . . . . . . . . . . . . . t 0 GRADING OUANTMES THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 1, 2017. ONE COMPLETE COPY OF THE SOILS REPORT PROPOSED IMPROVEMENTS U COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. IMPROVEMENT STND DWG SYMBOL ❑ < CUT QUANTITIES 2980 CYD MAX. CUT DEPTH 3.0 FT FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. PROPOSED CONTOUR . . . . . . . . . . . . . . . . . . . . . . . . . . FILL QUANTITIES 2980 CYD MAX. CUT SLOPE RATIO 1.5 : 1 SIGNED: 6" CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SDRSD G-01 O❑ EXPORT 0 CYD MAX. FILL DEPTH 4.0 FT 6" CURB & GUTTER (TYPE G) RCE NO.: 43077 SDRSD G-02 MAX. SLOPE RATIO 1.5 : 1 PROPOSED SAWCUT LINE . . . . EXP. DATE: 03/x/18 LIMITS OF GRADING . . . . . . . . . . . . . . . . . . . . . . . . . . . - NOTE: JOB #: 05603550.001A PROPOSED FENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . EARTHWORK QUANTITIES DO NOT REFLECT ANY SPECIAL CONDITIONS THAT MAY BE ENCOUNTERED DURING CONSTRUCTION AND STORM DRAIN CLEAN OUT (TYPE A-4). . . . . . . . . . . . . . . . . SDRSD D-09 �❑ ARE FOR REFERENCE ONLY. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR COMPANY: KLEINFELDER, INC. DURING GRADING OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOUL CONDITIONS OVER THE ENTIRE SITE, THE ADDRESS: 550 WEST C STREET, SUITE #1200, SAN DIEGO, CA 92101 STORM DRAIN PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . — — — — ENGINEER ASSUMES NO RESPONSIBILITY FOR THE FINAL EARTHWORK QUANTITIES. HONE: (619) 831-4600 S. THE CONTRACTOR SHALL BE RESPONSIBLE CURB INLET (TYPE B) . . . . . . . . . . . . . . . . . . . . . . . . . . SDRSD D-02 Iv i FOR DETERMINING HIS OWN EARTHWORK QUANTITIES FOR BIDDING, CONTRACT, AND CONSTRUCTION PURPOSES. WING HEADWALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SDRSD D-34 PREPARED FOR INFILTRATION TRENCH . . . . . . . . . . . . . . . . . . . . . . . . . . — — — — SAN DIEGO ASSOCIATION OF GOVERNMENTS (SANDAG) BROW DITCH (TYPE B) . . . . . . . . . . . . . . . . . . . . . . . . . SDRSD D-75 401 B STREET 00 W NB MODULAR BLOCK WALL . . . . . . . . . . . . . . . . . . . . . . . . . SAN DIEGO, CA 92101 PVC UNDERDRAIN WITH CLEAN OUTS . . . . . . — — — — N POROUS PAVERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . < POROUS PAVEMENT . . . . . . 0 d PCC PAVING . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . D Q RIP RAP. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . SDRSD D-40 O DECOMPOSED GRANITE. . . . . . . . . . . . 4 . . . . . . 4 . . . . . WINE NAMAMM u 9 ■ u < N: 9565g4'ry H.�.10 A _ � 7 B .._.., t___ :6243235.eaou ,__, ___ _ 'ice g � I ll uu Q L3l,b AYE n SHEEP22 .____.__ ,_--________----------------- .-( —SHEEP 23 SHEET 9 -SHEET 10 SHEET 11 " a —SHEET 24 SHEET 25 SHEET 26 SHEET 12 SHEET 13 SHEET 14 SHEET 15 - - - - - - - - SHEEP 16 _ _ _ _ _ _SHEET 17 _ _ _ _ _ _ _ _SHEET 18 SHEET 19 MEET 20 SHEEP 21 WORK TO BE DONE � THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE SPECIFICATIONS, AND STANDARDS OF THE CITY OF ENCINITAS AND THE SAN AS ' KEY MAP SHEET INDEX DIEGO REGIONAL STANDARD DRAWINGS. Bg ENCINITA BLVD. DESCRIPTION STATION RANGE SHEET STANDARD SPECIFICATIONS: 9 GS NOT TO SCALE COVER SHEET 1 DOCUMENT NO. DESCRIPTION n Og . KEY MAP AND NOTES 2 NOTES 3 PWPI0 7011 6-01 STANDARD SPECIFICATIONS FOR PUBLIC WORKS " E ST. CROSS SECTIONS 4 CONSTRUCTION (GREENBOOK), 2015 EDITION Q CROSS SECTIONS 5 0 F CROSS SECTIONS 6 PWPI092816-07 CALIFORNIA DEPARTMENT OF TRANSPORTATION fO _6 SAN ELIJO AVENUE STA 27+64 TO STA 32+50 7 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, v, SAN ELIJO AVENUE STA 32+50 TO STA 38+00 8 2014 EDITION n SAN ELIJO AVENUE STA 38+00 TO STA 43+50 9 SAN ELIJO AVENUE STA 43+50 TO STA 47+75 10 PWPI092816-05 CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 g SAN ELIJO AVENUE STA 47+75 TO STA 50+00 11 U.S CUSTOMARY STANDARD SPECIFICATIONS, J < CLASS 1 PATH STA 50+00 TO STA 54+00 12 2015 EDITION m K m SANTA FE DR. CLASS 1 PATH STA 54+00 TO STA 58+50 13 STANDARD DRAWINGS: CLASS 1 PATH STA 58+50 TO STA 63+00 14 m CLASS 1 PATH STA 63+00 TO STA 67+00 15 DOCUMENT NO. DESCRIPTION �L CLASS 1 PATH STA 67+00 TO STA 71+50 16 AS-BUILT: 08/20/20 CLASS 1 PATH STA 71+50 TO STA 75+00 17 PWPI092816-06 CALIFORNIA DEPARTMENT OF TRANSPORTATION CLASS 1 PATH STA 75+00 TO STA 79+50 18 U.S CUSTOMARY STANDARD PLANS, 2015 EDITION Q CLASS 1 PATH STA 79+50 TO STA 83+00 19 IRFANKALHORO, PE 7, CLASS 1 PATH STA 83+00 TO STA 87+50 20 SAN DIEGO REGIONAL STANDARDS DRAWINGS CLASS 1 PATH STA 87+50 TO STA 91+19 21 (2015 EDITION) ROADWAY IMPROVEMENTS STA 27+64 TO STA 32+50 22 ROADWAY IMPROVEMENTS STA 32+50 TO STA 38+00 23 pM DR. ROADWAY IMPROVEMENTS STA 38+00 TO STA 43+50 24 47401tffwSR1 0tatptNOtt ROADWAY IMPROVEMENTS STA 47+75 TO STA 50+00 27 ROADWAY IMPROVEMENTS STA 43+50 TO STA 47+75 25 Nasland Surveying Engineering Sa^Dego U59tr1 1 OR EROSION CONTROL RAPID FLASHING BEACON 28 Land Planning p�0�0 EROSION CONTROL 29 .neA■n1 NORTH COUNTY jEP EROSION CONTROL 31 ODES DETAILS 31 VICINITY MAP DETAILS 32 REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT N.T.S. STRUCTURAL PLANS 33-40 LANDSCAPING PLANS 41-86 PROJECT NO. 1223016 AS-BUILT ' s BENCHMARK SCALE N L APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARBp UNDER THE SUPERVISION 11 APPROVED APPROVED KEY MAP AND NOTES FOR: 2 HORIZONTAL: AS SHOWN - //err// DATE: 11/30/17 BY: BY: COASTAL RAIL TRAIL AS SHOWN R.C.E. NO. 78071 VERTICAL: SAMUEL WAISBORD 9/30/19 DATE: DATE: EXP. SHEET 2 OF 86 N.E. Job no. 117-131.1 DRAINAGE NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO 1. IN CASE OF EMERGENCIES, CONTACT NORTH COUNTY TRANSIT DISTRICT (NCTD) OPERATION AT (760) 435-7273, 24 CONSTRUC-nON ACTwIES NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A HOURS A DAY. MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. CONCRETE WASHOUT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE UmnLffY NOTE (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. CONSTRUCTION SITE ACCESS GENERAL NOTES A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 4. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE OF EACH WORK DAY. STEEL PANELS/PLATES. DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS. 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE CONSTRUCTION VEHICLES 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION ENCINITAS COASTAL RAIL TRAIL SAN ELIJO AVENUE ENCINITAS, CALIFORNIA" (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PREPARED BY KLEINFELDER DATED NOVEMBER 1, 2017, PROJECT#05603550.001A SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. AFTER EACH RAINFALL. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EROSION CONTROL M EROSION 3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP PROTECTED OAGAIINST EROSION PROVIDED BY INSTALLING EROSION SIRESISTANT CSURFACESEDSUCHRFASE EROSIONCI CONTROL L BE I MATS, ? ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. NOTES ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. C w 4. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE s RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF z = N DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. � z CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 2. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN w LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS j w BETWEEN THE HOURS OF 5: 30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. UNNECESSARILY; THEY HELP DECREASE EROSION. w 7. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. K HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE FROM ^ae1NS SHALL BE INSTALLED IN ADEQUATE TAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW TEMPORARY VEGETATION MUST ER PLANTED LL SLOPES N WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL K GRASSES TO SHIELD AND BIND THE SOIL. O MEASURES HAVE BEEN INSTALLED. 4. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED 0 8. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 5. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THE CITY. ON-SITE CONSTRUCTION MATERIAL STORAGE TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR 9. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SAN DIEGUITO WATER DISTRICT NOTES: SEAL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED LUDSITE. ELIMINATE M REDUCE POLLUTION OF CONCRETE,STORMWATER FROM SLOPES A EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED OS DIRECTED BY THE ENGINEER K WORK AND LEFT IN STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED ACCORDANCE WITH THE GRADING ORDINANCE. WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT AL TIMES. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE 10. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR TRAINING BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE L j OF ANY SUCH MATERIAL. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM N CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. Z 11. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. WASTE MANAGEMENT BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE x EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT TO ADDRESS THE TREE REMOVAL. MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 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 12. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER. THE 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR REMOVAL AND DISPOSAL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN MATERIAL DISABLED ACCESS NOTES DIEGO GAS AND ELECTRIC VAULTS. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS ALL GRADES SHOWN ON THESE PLANS WERE DESIGNED IN COMPLIANCE WITH THE 2016 CALIFORNIA BUILDING CODE (CBC) AND THE 2010 ADA MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS STANDARDS FOR ACCESSIBLE DESIGN (ADA) TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. FAMILIARIZE THEMSELVES WITH THESE CODES. SHOULD A DESIGN QUESTION ARISE OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT FROM THESE PLANS, WORK SHALL CEASE AND THE CIVIL ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. THE SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO CBC AND ADA ACCESS FOR THIS PROJECT. CONSTRUCTION THE SITE. THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS DEFINED BY CBC AND ADA ARE SUBJECT TO REJECTION AND MAY BE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC REQUIRED TO BE REMOVED AND REPLACED AT THE CONTRACTORS SOLE COST. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL EXACT METHODS OR MEANS USED BY THE CONTRACTOR OR THEIR SUB-CONTRACTORS DURING CONSTRUCTION, THE CIVIL ENGINEER ASSUMES NO PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADA-RELATED ITEMS BY THE AGENCY HAVING JURISDICTION, ANY OTHER AUTHORITY, OR OTHER SURFACES. AFFECTED PARTIES. 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 OQQ.6iESS1n AS-BUILT: 08/20/20 �Fyw �`� oc IRFAN KALHORO, PE , .orCALLE�'°� Civil Engineering (a58)29 m Nasland Surveying �p;��;;, Land Planning Slang. CA NORTH COUNTY REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT AS-BUILT ' 311 PROJECT N0. 1223016 DRAWN BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. KG MN BL PLANS PREPAR�p UNDER THE SUPERVISION 11 APPROVED APPROVED NOTES FOR: 3 HORIZONTAL: AS SHOWN -err// - DATE: 11/30/17 BY: BY: COASTAL RAIL TRAIL AS SHOWN R.C.E. NO. 78071 VERTICAL: SAMUEL WAISBORD 9/30/19 DATE: DATE: EXP. SHEET 3 OF 86 N.E. Job no. 117-131.1 CITY OF ENCINITAS R/W NCTD GENERAL NOTES R/W R/W NCTD R/W R/W VARIES (40'-60') VARIES (TYPICALLY 80') I CITY OF ENCINITAS R/W 1. IN CASE OF EMERGENCIES AND FOR TRACK AND TRAIN SAFETY CALL NORTH COUNTY TRANSIT DISTRICT (NCTD) 24/7 OPERATIONS VARIES 24.0' -1 CONTROL CENTER AT (760) 967-2821. VARIES (MIN=35') 1 I I SAWCUT6° DG PCC PAVINGI PROPOSED FENCE 1 2. THE CONTRACTOR OR ENTITY BEING ISSUED AUTHORIZATION BY NCTD TO WORK IN THE RIGHT-OF-WAY (CONTRACTOR) SHALL COMPLY 3.0' 2.0' 10.0' (REFER TO LANDSCAPE PLANS WITH ALL APPLICABLE TERMS, CONDITIONS, AND REQUIREMENTS OF NCTD'S POLICIES REGARDING NCTD'S RIGHT-OF-WAY (ROW) AND OTHER I AND SHEET 31 FOR DETAILS) NCTD ORDINANCES, RULES, AND REGULATIONS. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS OF THE 50• TYPE,1 TYPE FEDERAL, STATE, COUNTY, LOCAL GOVERNMENTS AND ALL ADMINISTRATIVE AGENCIES WHICH MAY HAVE JURISDICTION OVER THE �� 8.0' 2.0' CONTRACTOR'S WORK OR WORK AREA. EXISTING ROADWAY 3. ALL PERSONNEL ENTERING THE RAILROAD ROW SHALL COMPLY WITH NCTD SAFETY REQUIREMENTS. FAILURE TO COMPLY SHALL BE SURFACE APPROX. EDGE OF (VARIES)* 1.0% (VARIES) TURN DOWN SLAB EXISTING ROADWAY (REFER TO SHEET 31 GROUNDS FOR TERMINATION OF WORK AND REVOCATION OF THE RIGHT TO ENTER NCTD'S ROW. 77FROM ) 1.5: 1 MAX SLOPE 4. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD ROW WITHOUT A RIGHT-OF-ENTERY PERMIT (PERMIT) AND/OR ACCESS I z AUTHORIZATION (AA), AS APPLICABLE. SEE NCTD'S WEBSITE AT GONCTD.COM/WORKING-AROUND-THE-RAILS (OR GONCTD.COM/ROW) FOR EDGE OF PAVEMENT FULL DEPTH AC PAVEMENT PROPOSED 6" (TYPE G)LOCATION VARIES CURB AND GUTTER PER INFORMATION ON ACCESSING AND WORKING IN THE RIGHT-OF-WAY. REPLACEMENT 12" MIN OR MATCH PROPOSED MULTI-USE CENTERLINE SDRSD G-02 K w EXISTING BASE AND AC PAVEMENT 2" GRIND I PATHWAY 5 PCC O x 5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE PERMIT, THE AA, PROJECT PLANS AND SECTION. AND OVERLAY ( " /8 z i N SPECIFICATIONS, AND THE JOB SITE RAILROAD FLAGMAN/EMPLOYEE-IN-CHARGE (EIC). FAILURE TO COMPLY MAY RESULT IN WORK CLASS 2 BASE) STOPPAGE OR REMOVAL FROM NCTD PROPERTY. WITH #4 REBAR AT 18" a ? 6. PRIOR TO ENTERING ONTO THE ROW AND AT THE CONTRACTORS'S EXPENSE, ALL PERSONNEL WORKING IN OR AROUND THE ROW, TYPICAL SAN ELIJO AVENUE CROSS-SE10MON�1 O.C. IN BOTH DIRECTIONS 0 INCLUDING SUBCONTRACTORS AND THIRD PARTIES, MUST COMPLETE NCTD ROADWAY WORKER PROTECTION (RWP) TRAINING COURSE. RWP U TRAINING IS PROVIDED BY NCTD'S RAIL CONTRACTOR, BOMBARDIER. CONTACT INFORMATION IS SUBJECT TO CHANGE - PLEASE SEE NCTD'S BIKEWAY ADJACENT TO CURB WEBSITE AT GONCTD.COM/ROW FOR CURRENT CONTACT INFORMATION. SAN ELJJO AVE STATION RANGES., 27+64.00 - 31+44.00 no *D.G. TO MATCH TOP OF CURB AND wo 7. ALL PERSONS ENTERING THE RAILROAD ROW SHALL HAVE THE RWP STICKER AFFIXED TO THEIR HARD HAT AND RWP BADGE IN THEIR NO SCALE EDGE OF PATH. SLOPE VARIES D' POSSESSION. O 8. NCTD RAILROAD FLAGMAN PROTECTION (FLAGGING) IS REQUIRED FOR WORKING IN THE ROW. ONLY A NCTD AUTHORIZED RAILROAD FLAGMAN (RAILROAD FLAGMAN/EIC) IS PERMITTED TO PERFORM RAILROAD FLAGGING OPERATIONS WITHIN THE RAILROAD RIGHT-OR-WAY. NO MEN OR EQUIPMENT SHALL BE ACTIVELY WORKING, PARKED OR STATIONARY WITHIN THE ROW WITHOUT PRIOR APPROVAL FROM RAILROAD FLAGMAN/EIC. 9. THE RAILROAD FLAGMAN/EIC HAS SOLE RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. AT ALL TIMES THE CONTRACTOR SHALL FOLLOW THE RAILROAD FLAGMAN/EIC'S DIRECTIONS. 10. FLAGGING IS PROVIDED BY NCTD'S RAIL CONTRACTOR, BOMBARDIER. CONTACT INFORMATION IS SUBJECT TO CHANGE - SEE NCTD'S WEBSITE AT GONCTD.COM/ROW FOR CURRENT CONTACT INFORMATION. CONTRACTOR IS RESPONSIBLE FOR REQUESTING RAILROAD FLAGMAN SERVICES WITH ADEQUATE NOTICE TO MEET CONTRACTOR'S CONSTRUCTION SCHEDULE. CITY OF ENCINITAS R/W 11. NCTD UTILITIES WITHIN THE NCTD ROW ARE NOT PART OF DIG ALERT/CALL BEFORE YOU DIG (811). NCTD RAILROAD UTILITIES MUST BE R/W R/W NCTD R/W R/W MARKED OUT BY NCTD'S RAIL CONTRACTOR, BOMBARDIER. CONTRACTOR MUST REQUEST NCTD MARK OUT FROM BOMBARDIER IN A MINIMUM VARIES (40160') F_ OF SEVEN (7) WORKING DAYS BEFORE ANY EXCAVATIONS OR ANY GRADE-LEVEL PENETRATION CAN OCCUR. CONTACT INFORMATION IS VARIES (TYPICALLY 80') I CITY OF ENCINITAS R/W ILL SUBJECT TO CHANGE - PLEASE SEE NCTD'S WEBSITE AT GONCTD.COM/ROW FOR CURRENT CONTACT INFORMATION. VARIES 24.0' -I 00 VARIES (MIN=27') LANDSCAPE / GREEN I Z 12. CONTRACTOR MUST CONTACT DIG ALERT/CALL BEFORE YOU DIG (811) BEFORE ANY EXCAVATIONS OR GRADE-LEVEL PENETRATION CAN Q OCCUR. I I 5.0' STREET IMPROVEMENTS I PCC PAVING PROPOSED FENCE I 0- I I VARIES 10.0' (REFER TO LANDSCAPE PLAN) 0_ 13. THE CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RWP TRAINING, FLAGGING, MARK OUT, INSPECTIONS, AND REVIEWS AS SAWCUT 6" DG TYPE 1 TYPE AND SHEET 31 FOR DETAILS) REQUIRED BY NCTD POLICY, THE PERMIT AND/OR AA. 3'0 2.0' 8.0' 2.0' O APPROX. EDG OF METAL 14. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT OPERATOR TO HAVE RADIO COMMUNICATIONS EXISTING ROADWAY EDGE WITH THEIR FOREMAN AND RAILROAD FLAGMAN/EIC AS ESTABLISHED AND REQUIRED PER NCTD RWP TRAINING. EXISTING ROADWAY PROPOSED 6" (TYPE G) SURFACE CURB AND GUTTER PER (VARIES)** 11.0% (VARIES) NRN DOWN SLAB 15. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON-SITE. WORK WILL BE TERMINATED BY NCTD SHOULD NO I SDRSD G-02 (REFER TO SHEET 31) I STAMPED PLANS BE ON-SITE. 16. IF APPLICABLE, ALL WORK ON OR ADJACENT TO THE SAN DIEGO TROLLEY SHALL ALSO ADHERE TO METROPOLITAN TRANSIT SYSTEM II 2: 1 MAX SLOPE (MTS) REQUIREMENTS. EDGE OF PAVEMENT LOCATION VARIES FULL DEPTH AC PAVEMENT REPLACEMENT 12° MIN OR MATCH 17. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH JOB SITE IN ANY DIRECTION, AT ANY SPEED, AT ANY TIME, AND FROM CENTERLINE EXISTING BASE AND AC PAVEMENT PROPOSED 6" PVC UNDERDRAIN MAY STOP AND OCCUPY THE TRACKS WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED PERIOD OF TIME. SECTION. (PERFORATED IN LANDSCAPE AREAS ONLY) PROPOSED MULTI-USE 2" GRIND (SOLID IN PAVED SURFACES) PATHWAY (5°PCC/8" CLASS 18. THE CONTRACTOR SHALL CONTACT NCTD 72-HOURS IN ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE PERMIT AND OR/ACCESS AND OVERLAY 2 BASE) AUTHORIZATION, AS APPLICABLE. WITH #4 REBAR AT 18" O.C. TYPICAL SAN EILJO AVENUE CROSS-SECTIONc1 IN BOTH DIRECTIONS 19. UPON PROJECT COMPLETION THE NCTD ROW SHALL BE LEFT IN AS GOOD IF NOT BETTER CONDITION AS PRIOR TO THE START OF THE LANDSCAPE AREAS PROJECT. THE CONTRACTOR SHALL RESTORE ALL DISTRIBUTED OR DAMAGE AREA AND FACILITIES AS APPROVED BY NCTD AT THE CONTRACTOR'S EXPENSE. SAN ELWO AVE. STATION RANGES *PROPOSED MODULAR BLOCK WALL 31+44.00 - 31+86.50, 33+24.00 - 33+49.00, 34+92.50 - 35+24.5, FROM 41+73.08 - 42+92.20. SEE 36+02.00 - 36+09.00, 37+91.00 - 38+18.00, 38+74.00 - 38+99.00, 39+78.00 - 40+90.50, 42+00.00 - STRUCTURAL PLANS, SHEETS 33-40 20. NCTD PROPERTY SHALL NOT BE USED FOR STORAGE OR DISPOSAL OF SPOILS. 43+00.00, 43+88.00 - 44+66.00, 46+30.50 - 46+75.60, 47+50.00 - 47+8200, 50+10.00 - 50+33.33 FOR ADDITIONAL INFORMATION NO SCALE **LANDSCAPE/GREEN STREET IMPROVEMENTS AND D.G. TO MATCH 21. THE CONTRACTOR, AT HIS SOLE COST, SHALL BE SOLELY RESPONSIBLE FOR THE NECESSARY PHYSICAL SECURITY OF HIS PERSONNEL, TOP OF CURB AND EDGE OF PATH. AGENTS, SUPPLIERS, FACILITIES, MATERIALS, EQUIPMENT, AND OF THE WORK SITE. SLOPE VARIES OQp6iE5S/04, WQ��FL W��(� 5 9 c AS-BUILT: 08/20/20 Nn7 MENNEN * m # i IRFAN KALHORO, PE Civil Engineering T(eSN 292-7770 p�S PAVEMENT FINISH Nasland Surveying CA 92111 Da Land Planning 474pning San Diegnasimrdcl m TYPE 1: INTEGRAL "TAUPE" BY SOLOMON OR APPROVED EQUAL WITH LIGHT BROOM FINISH. NORTH COUNTY TYPE 2: INTEGRAL "TAUPE" BY SOLOMON OR APPROVED EQUAL WITH HAND SEEDED REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT EXPOSED AGGREGATE. AS-BUILT - )1/31 z PROJECT NO. 1223016 DESIGNED by 1 A BENCHMARK I SCALE L b w APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.KUIMN PLANS PREPAR�p UNDER THE SUPERVISION APPROVED APPROVED CRO55 SECTIONS FOR: 11 HORIZONTAL: AS SHOWN -err// DATE: 11/30/17 BY: BY: COASTAL RAIL TRAIL 4 AS SHOWN R.C.E. NO. 78071 VERTICAL: SAMUEL WAISBORD EXP. 9/30/19 DATE: DATE: SHEET 4 OF 86 N.E. Job no. 117-131.1 CITY OF ENCINITAS R/W R/W NCTD R/W R/W VARIES VARIES (TYPICAL 200') CITY OF ENCINITAS R/W RAW (i RAW NCTD R/W RAW VARIES (40'-50') VARIES (TYPICALLY 80') VARIES _ 24.0' _ EXISTING ROADWAY XISTING GROUND VARIES (MIN=35') I SURFACE $URFACE POROUS r'1 I SAWCUT PARKING LANE 6" DG I PCC PAVING I I PCC PAVING CONCRETE PROPOSED FENCE I 2.0' 5.0' 10.0' 2.0' VARIES z I 8" 8.0' 2.5' 10.0' (REFER TO L PLANSI PROPOSED FENCE O 5.0' AND SHEET LANDSCAPE FOR DETAILS) t TYPE 2 TYPE 1 (REFER TO LANDSCAPE 0 w I.--y TYPE 1 TYPE IDEWALK INSTALLED WITH 2.0' 8.0' PLANS FOR DETAIL) WELDED WIRE FABRIC 6X6 W1.4/1.4 N U PROPOSED 6° (TYPE G) CURB AND 8.0' 2.0' REINFORCEMENT (CENTER IN SLAB) 24" LONG #4 z z N EXISTING ROADWAY GUTTER PER SDRSD G-02 I SURFACE APPROX. EDGE OF (VARIES)* 11.0% (VARIES) I 3:7 DOWEL ® 30" OC z EXISTING ROADWAY TURN DOWN SLAB (2: 7 .5% MATCH WITH EXISTING D_ - I I 1.59 (REFER TO SHEET 31 I MATCH WITH EXIST MAX)) 3:7 (2: 7 MAX GROUND SURFACE L GROUND SURFACE ) EXISTING GROUND FULL DEPTH AC PAVEMENT FOR DETAIL) -' O REPLACEMENT 12" MIN OR INFILTRATION TRENCH LANDSCAPING PER p U MATCH EXISTING BASE AND PROPOSED MULTI-USE 2:1 MAX SLOPE (SEE DETAIL ON IMPERMEABLE SHEETS 41-86 SURFACE EDGE OF PAVEMENT AC PAVEMENT SECTION. PATHWAY (52 BASE" \ SHEET 31) LINER (SOME) LOCATION VARIES 2" GRIND CLASS 2 BASE) LANDSCAPING PER FROM CENTERLINE AND OVERLAY WITH q4 REBAR AT 18° SHEETS 41-86 O 6° POROUS CONCRETE/4" OF AASHTO PROPOSED 6" WIDE BY 24" DEEP CONCRETE STRIP O.C. IN BOTH DIRECTIONS PROPOSED MULTI-USE NO. 57/8" OF AASHTO NO. 3 POROUS PAVERS (SEE DETAIL ON SHEET 31) PROPOSED 6" PATHWAY (5"PCC/8" EXISTING NCTD PERFORATED CLASS 2 BASE) RAILROAD TRACKS PVC UNDERDRAIN *D.G. TO MATCH TOP OF CURB AND TYPICAL CLASS I PATH CROSS-SECTION TYPICAL SAN EILJO AVENUE CROSS-SECTIONn EDGE OF PATH. SLOPE VARIES LINE PATH CerlEro rE arATION RANC1ES 5WB9&1 oaeosa 72}7450 -73}p E-E PROPOSED PARALLEL PARKING AREAS 82+98.111 - 83MOI NO SCALE SAN ELIJO AVE. STATION RANGES; 31+8650 - 33+2400, 33+49.00 - 34+92.50, 35+2450 - 36+0200, 36+09.00 - 37+91.00, 38+18.00 - 38+7400. 38+99.00 - 39+78.00, 44+66.00 - 46+30.50, 46+75.60 - 47+50.00, 47+8200 - 48+2850, 49+50.00 - 50+10.00 NO SCALE R/W NCTD R/W R/W F_ ILL VARIES (TYPICAL 200') N Z a J IV 0 CITY OF ENCINITAS R/W R/W R/W NCTD R/W R/W I O VARIES (40'-60') - 1 EARTHEN VARIES (TYPICAL 80') PCC PAVING SWALE VARIES 24.0' -I 12.0' 2.0' VARIES (MIN=27') PROPOSED FENCE t TYPE 2 TYPE 1 TYPE 2 / I I SAWCU 6' DG PCC PAVING (REFER TO LANDSCAPE PLANS I VARIES 2.0' 8.0' 2.0' PROPOSED FENCE 3.0' 2.5' 10.0' AND SHEET 31 FOR DETAILS) I (REFER TO LANDSCAPE PLANS TYPE 1 TYPE 2 SIDEWALK INSTALLED WITH FOR DETAIL) 5.0' g 0' 2.0' WELDED WIRE FABRIC 6X6 W1.4/1.4 EXISTING ROADWAY REINFORCEMENT (CENTER IN SLAB) MATCH WITH EXISTING SURFACE APPROX. EDGE OF (VARIES) 1 0% (VARIES) TURN DOWN SLAB MATCH WITH E%ISTING GROUND SURFACE EXISTING ROADWAY (REFER TO SHEET 31 FOR DETAIL) I GROUND SURFACE 1.59 FULL DEPTH AC PAVEMENT I 2: 1 MAX SLOPE REPLACEMENT 12" MIN OR TYPE B BROW DITCH 2:1 MAX SLOPE PER SDRSD D-75 2:1 MAX SLOPE EARTHEN SWALE EDGE OF PAVEMENT MATCH EXISTING BASE AND REFER TO LANDSCAPING LOCATION VARIES AC PAVEMENT SECTION. \ PROPOSED MULTI-USE DEANS FOR INFORMATION) FROM CENTERLINE I 2" GRIND PROPOSED MULTI-US AND OVERLAY PATHWAY (5"PCC/8" PATHWAY (5"PCC/8" PROPOSED 6" (TYPE G) CURB CLASS 2 BASE) CLASS 2 BASE) AND GUTTER PER SDRSD G-02 WITH #4 REBAR AT 18' O.C. IN BOTH DIRECTIONS TYPICAL CLASS I PATH CROSS-SECTION-F TYPICAL SAN EILJO AVENUE CROSS-SECTION D 0 BIKE PATH CENTERLINE STATION RANGES 77+2533 - 79+77. 4 NO PARKING AREA NO SCALE SAN ELJJO AVE STATION RANGES: 40+9050 - 42+00.00. 43+00.00 - 43+88.00, 48+2850 - 49+50.00 NO SCALE *D.G. TO MATCH TOP OF CURB AND EDGE OF PATH. SLOPE VARIES QN QpOFES&O W AS-BUILT: 08/20/20 7 1k IRFAN KALHORO, PE L .orgiL1E�°� Civil Engineering 474011ffwSro D�CeN Nasland Surveying S&oi� 111 PAVEMENT FINISH Land Planning nuimrdcl m TYPE 1: INTEGRAL "TAUPE" BY SOLOMON OR APPROVED EQUAL WITH LIGHT BROOM FINISH. NORTH COUNTY TYPE 2: INTEGRAL "TAUPE" BY SOLOMON OR APPROVED EQUAL WITH HAND SEEDED REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT EXPOSED AGGREGATE. AS-BUILT t s 2 PROJECT NO. 1223016 DESIGNED BENCHMARK SCALE L APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPAR�p UNDER THE SUPERVISION APPROVED APPROVED CROSS SECTIONS FOR: 11 HORIZONTAL: AS SHOWN -err// pgTE. 11/30/17 BY: BY: COASTAL RAIL TRAIL AS SHOWN R.C.E. NO. 78071 VERTICAL: SAMUEL WAISBORD 9/30/19 DATE: DATE: EXP. SHEET 5 OF 86 N.E. Job no. 117-131.1 CITY OF ENCINITAS R/W R/W CL R/W NCTD R/W R/W R/W NCTD R/W R/W VARIES (40'-60') VARIES (TYPICAL 200') VARIES (TYPICAL 200') VARIES VARIES VARIES (3 .5'-39.50') PROPOSED FENCE PCC PAVING (REFER TO LANDSCAPE I PCC PAVING RELOCATED EXISTING I 12.0' PLANS FOR DETAIL) VARIES 12.0' CONCRETE TIES FROM TYPE 2 TYPE 1 TYPE 2 TYPE 2 TYPE 1 TYPE 2 BLUFF. ANCHOR WTH 2.0' 8.0' 2.0' 2.0' 8.0' 2.0' 24" REBAR. PROPOSED FENCE 1.0% TURN DOWN SLAB MATCH WTH EXISTING (REFER TO LANDSCAPE PLANS EXISTING ROADWAY SURFACE (REFER TO SHEET 31 FOR DETAIL) GROUND SURFACE 2:1 MAX SLOPE FOR DETAIL) EDGE OF PAVEMENT GRADE TO DRAIN 2:1 MAX SLOPE CATION VARIES I TO MATCH EXISTING 1.5% M FROM C NTERLINE P OPPOSED MULTI-USE z ATHWAY (5"PCC/8' \ 2:1 MAX SLOPE 0 CLASS 2 BASE) TYPE B BROW DITCH it w WITH $4 REBAR AT 18° PER SDRSD D-75 0s O.C. IN BOTH DIRECTIONS MATCH NTH EXISTING rn U SIDEWALK INSTALLED WITH PROPOSED MULTI-USE GROUND SURFACE a ? N TYPICAL SAN EILJO AVENUE CROSS-SECMON�1 REINDFOR CEMENT (C ENTER IN 1SLAB) PATHWAY ASE) /8" CLASS 2 BASE) SAN EL k)0 AVE. 3TATKJN RANGES 73+10.70 - 75+58.05 TYPICAL CLASS I PATH CROSS-SECT]OIy!1 U W NO SCALE J¢ BIKE PATH CBJTIEF LINE STATION RANGES 75+38.05-77+251W R/W NCTD R/W R/W NO SCALE p VARIES (TYPICAL 170') W R/W/ NCTD R/W R/W 0 I - VARIES (TYPICAL 200') 11 PCC PAVING 120' SIDEWALK INSULLED WITH SIDEWALK INSTALLED WITH WELDED WIRE FABRIC 6X6 W1.4/1.4 POROUS WELDED WIRE FABRIC 6X6 W1.4/1.4 TYPE 2 TYPE 1 TYPE 2 REINFORCEMENT (CENTER IN SLAB) PCC PAVING CONCRETE REINFORCEMENT (CENTER IN SLAB) 2.0 8.0' 2.0' PROPOSED FENCE ARIES 10.0' 2.0' VARIES (REFER TO LANDSCAPE PLANS FOR DETAIL) TYPE 2 TYPE 1 2.0' 8.0' EXISTING GROUND PROPOSED FENCE SURFACE 24° LONG p4 (REFER TO LANDSCAPE DOWEL 0 30° OC PLANS FOR DETAIL) 1.5% MATCH WITH TOP OF P%T 1.5% - " EXISTING EARTHEN DITCH 1 (�'� M 37 N MATCH WITH EXISTING PER HDR DOUBLE TRACK 3 �Z'1 Z GROUND SURFACE DRAWING SEL-GD02 TYPE PER BROW DITCH Mqk� GROUND�SURFACE EXISTING d IMPERMEABL PROPOSED MULTI-USE LANDSCAPING PER LINER (30ML) LANDSCAPING PER SURFACE GROUND I O PATHWAY (5-PCC/8- SHEETS 41-86 SHEETS 41-86 O CLASS 2 BASE) PROPOSED MULTI-USE TYPICAL CLASS I PATH CROSS-SECTIONS PATHWAY (2 BASE) 6" POROUS CONCRETE/4" OF AASHTO BIKE PATH CENTERLPE STATION RANGES 85}0&00 91+18 NO. 57/8° OF AASHTO NO. 3 NO SCALE TYPICAL CLASS I PATH CROSS-!SECTION CITY OF ENCINITAS R/W R/W NCTD R/W R/W BIKE PATH CENTEPoJNE STATION RANGES 79+77.14- 82+96.18 VARIES (TYPICAL 200') I NO SCALE VARIES I R/W R/W I NCTD R/W SLOPE POROUS VARIES (TYPICAL 170') RE-VEGETATION PCC PAVING CONCRETE (VARIES) 10' 2' VARIES TYPE 2 TYPE 1 PROPOSED FENCE I PCC PAVING POROUS (REFER TO LANDSCAPE CONCRETE 0.0' 2.0' 2 8 PLANS FOR DETAIL) I SIDEWALK INSTALLED VATH EXISTING ROADWAY PROPOSED WELDED WIRE FABRIC 6X6 W1.4/1.4 TYPE.2 TYPE 1 SURFACE 24° LONG q4 I 2.0' 8.0' PROPOSED FENCE 'PROPOSED BRIDGE FROM FILL REINFORCEMENT (CENTER IN SLAB) DOWEL 0 30" OC (REFER TO LANDSCAPE 184+48.50 - 85+08.00. 1.5% MATCH WITH EXISTING I PLANS FOR DETAIL) SEE STRUCTURAL PLANS, (ga MAX.) - 3: 1 (21 MAX GROUND SURFACE I SHEETS 33-40 FOR I - I 24' LONG #4 ADDITIONAL INFORMATION EXISTING GROUND EXISTING GROUND I ADJUST EXISTING CLEANOUT IMPERMEABLE LANDSCAPING PER SURFACE I DOWEL ® 30" OC SURFACE TO PROPOSED GRADE LINER (30ML) SHEETS 14 1'5'°6 MATCH WITH TOP OF I SIDEWALK INSTALLED WITH MATCH WITH EXISTING EXISTING EARTHEN DITCH EXISTING INFILTRATION I PER HDR DOUBLE TRACK WELDED WIRE GROUND SURFACE TRENCH TO REMAIN FABRIC 6X6 6" POROUS CONCRETE/4" OF AASHTO DRAWING SEL-GD02 p0iE5S/ I AND BE PROTECTED IN NO. 57/8" OF AASHTO NO. I PROPOSED MULL -USE IMPERMEABLE 04 PLACE W1.4/1.4 EXISTING NCTD PATHWAY (5'PCC/8" LINER (30ML) � W �� REINFORCEMENT PROPOSED MULTI-USE I Bp �t I (CENTER IN SLAB) PATHWAY (5"PCC/8" RAILROAD TRACKS I CLASS 2 BASE) 6° POROUS CONCRETE/ F AASHTO m o NO. 57/8° OF AASHTO NO. Nn7 1 CLASS 2 BASE) I a i I TYPICAL CLASS I PATH CROSS-SECTION(q L "e TYPICAL CLASS I PATH CROSS-SECTIONn BIKE PATH CENTERLINE STATION RANGES 83+81.61 - 85+08.00 BIKE PATH CIENERLIE STATION RANGE686+OOA4 - 72+7450 NO SCALE NO SCALE AS-BUILT: 08/20/20 Civil Engineering 47401tffwS Q!ffeANasland Surveying sx^�K9o.cA9�2tt1 IRFANKALHORO, PE PAVEMENT FINISH Land Planning nulancla TYPE 1: INTEGRAL Aoir"TAUPE" BY SOLOMON OR APPROVED EQUAL WITH LIGHT BROOM FINISH. NORTH COUNTY TYPE 2: INTEGRAL "TAUPE" BY SOLOMON OR APPROVED EQUAL WITH HAND SEEDED REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT EXPOSED AGGREGATE. AS-BUILT t s 2 PROJECT NO. 1223016 DESIGNED BENCHMARK SCALE MN L APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER THE SUPERVISION APPROVED APPROVED CROSS SECTIONS FOR: 11 HORIZONTAL: AS SHOWN -err// pgTE. 11/30/17 BY: BY: COASTAL RAIL TRAIL AS SHOWN R.C.E. NO. 78071 VERTICAL: SAMUEL WAISBORD 9/30/19 DATE: DATE: EXP. SHEET 6 OF 86 N.E. Job no. 117-131.1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Y IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - /i a ! 1 1 . l / I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a � !I I r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �, I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . 111111111111111111111111111111111 - �� nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm r: nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm n nnnnm . nnnnm •• noon - nnnnnnnnnnnnnnnm ==��t�/i� \ -,. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnm � n : nnnnm . nnnnm noon . . nnnnnnnnnnnnnnnm � �:. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn . nnnnnnnnnnnnnnnnnnnnn - nnnnnnnnnnnnnnnnnnnnn : nnnnnnnnnnnnnnnnnm n . . nnnnm . nnnnm noon - � nnnnnnnnnnnnnnnm -- I � `-•� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111 111111111111111111111111111111111111111111 . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - 111111111111111111111111111111111111111111 1111111111111111111111111111111111111 ; 11 . 11111111111 11111111111 • 11111111 111111111111111111111111111111111 nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnunnn m n . 1 nnnnnnnnnnnnnm : nnnnnnnnnnnnnnnnnnnnn - nnnnnnnnnnnnnnnnnnnnn . nnnnnnnnnnnnnnnnnnnnn - nnnnnnnnnnnnnnnnnnnnn : nnnnnnnnnnnnnnnnnm „m . nnnnm • nnnnm : nnnn • nnnnnnnnnnnnnnnm � � - nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm m . m n - 1 � nnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnn . . nnnnnnnnnnnnnnnnnnnnn . . nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnn ,. nnnnnnnnnnnnnnnnnm . m • nnnnm • nnnnm noon nnnnnnnnnnnnnnnm � \'� I11111111111111111111111111111111111111111111111111111111111 III 111 . 111 . II . . I � .. 11111111111111111111111111111 : 111111111111111111111111111111111111111111 IIII11111111111111111111111111111111111111 .. 111111111111111111111111111111111111111111 - • 111111111111111111111111111111111111111111 1111111111111111111111111111111111111 111 11111111111 11111111111 . 1111111/ 111111111111111111111111111111111 � . nnnnnnnnnnnnnnnnnnnnnnn non 111 . 111 � 111 n 1 nnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnm - • nnnnnnnnnnnnnnnnnnnnn • nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnm . 111 11111111111 mm�nn noon nnnnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnnnn : non . 111 • 111 . 111 n 1 nnnnnnnnnnnnnm . . nnnnnnnnnnnnnnnnnnnnn • • nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnn . nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnm 111 11111111111 nnnnm nullll Illlnnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnnnn . non 111 . 111•. . 111•• • n '• . , •. . nnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnn Illlnnnnnnnnnnnnnnnnnnn - nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnm 111 11111111111 nnnnnnnnnnnunnm.nnnnnnnnnnnnnnnnnm 1111111111 1111111111111111111111111111 . 111111 . 111•• 111 11 II 1 11111111111111111111111111111 . 111111111111111111111111111111111111111111 111111111111111111111111111111111111111111 111111111111111111111111111111111111111111 111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111171111111111111111111Illllllllllllllllllllllllllllllallllllllllllllllllllllllllllll 1111111111 .. ., � � IIIIIIIIII • 1111111111111111111111111111 111111 •• • iii 11 11 � 11 � 1 � 11111111111111111111111111111 111111111111111111111111111111111111111111 111111111111111111111111111111111111111111 IllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllpSIIIIIIIIIIIIIIIIIIIII Illlllllllllpl 1111111111111allllllllllllllnnnnnnnn............. IIIIIIIIII - 1111111111111111111111111111 •• . 111111 11 � II 11 11 1 11111111111111111111111111111 111111111111111111111111111111111111111111 Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllln.lnn__.--_................:......rrrr nnmm�nnnnnlllllllllllllllllllllllllllllllll IIIIIIIIII ' 1111111111111111111111111111 111111 ' 11 II 11 11 1 Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllrrrrr•••••••••••••••---'---"'-- • ' � rrrr rrrr:rrillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll !� IIIIIIIIII 1111111111111111111111111111 111111 11 11111111111111111111111111141111n.Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllmmr ___.....................................rrrrr nnnnnnnnlllllllllllllllllllllllllllllnllllllll!!...dllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll '�--.- • - r non.................... r nn,,,,n n... 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C. in m nm n nn -. �• 1 1 n n nn 1 1 (IIIIIIIIII I 1 1111111111111111111111111111111111111111111111111111111111111 _ ••"" -----...11111..........1 11111111111111111111111111 11111111111111111 -- --. Z - IIIIIIIIII . 11111111111111 11111111111111111111 ...rrrllllll dllllllllllllllllllllllllllllllllllllllllllllllllllllllllll ...11111..........11111..........11111.. 1111111 111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 n�. 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IIIIII1111111111111111111111 ��11111111111111111111111111 11 1111111111111111111111111111 - �� IIIIIIIII . ��I ��liiiiiiiiiiiiiiiiiiiiillillillill� �� IIIIIIIIIIIIIIIIIIIIIIII IIIIII ��IIII ��HIM IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII 111 �� IIIIIIIII 1111111111111111111111111 11111111111 ��11111111111111111111111111 11 1111111111111111111111111111 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��I�� IIIIIIIII ��I ��liiiiiiiiiiiiiiiiiiiiillillililiiI 111111111111111111111111111111111111iiiiiI ��1111H��HH111�III IIIIII ��III ---HIM IIIIOIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIC11111111G11111111111111111111111111111111111111111111111111 IIIIIIIII IIIIIIIIIIII1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. ...11111111 � �� Illllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllill lllllll.llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll so I� LET AN TORMDRAIN TO REMAIN IN PLACE.. mom 04 2 JiVA KALHORO, PE Surveying 4740 RuffM S� Land Planning � �� 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111..„111111111111111111111111111111111111111111111111111111111 IIIIIIi...-.111111111111111111111111111111111111111111111111111111111 • .°' `'��,�.t�-��il �~��' � � - �1�1 � ; , ��I, Vii. �il _—� �� - ��/ir/J�{�� . c J_,a.i�-:•.��i��•-_-i_- _- .-i._i=•:p_�. •::e�lYl6�iP�.._i._i_-•_-..-i_- 9_._._•C.��. i C._i�._.ai�.._.._.._iQ..�..-i.-..-..-i.,.i.-..-.._i._.._.._6_.�m m 3C _ r . , .. PROJECT • 1223016 PLANS PR!; EUNDER THE SUPERVISION OF APPROVED APPROVED IMPROVEMENT PLANS FOR: DATE: 11130117 BY: BY: COASTAL RAIL TRAIL SAMUEL WAISBORD DATE: DATE: SAN ELIJO AVENUE I EXP. 9/30/19 -�MIIIIIIIIII _ �nx-traam�a��e:a_�.•c�:c�txa=+uai�:c� _ ��-� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • -111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 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' �°"lin\ �i1�,�1 Q��+ • Irl� IIIIIIIIIII .- � 1 / . m ��_ i �� ■ ■ate , ��m��r�i p_ `mid �� © - -- �=�rp��3"" `'� °.� ® i. ® gym.-�•• � _•,•�_- �.._ i „•� r-r�_ •�.�m=� - �.� ��----'� __ ��1� � � � - -_ _ . • �- � rya_ ��. _ m • 0 CENTERLINE DATA Q . • . . - • •• • . . • • • • - ® � o Dim® • - • , .• . - , - . , .- • - - . ". • . • ® • ,• mom • ,. , . . . -_ . . ,. m �- - - - . - . . - •- • . • • , ..,• m ' ®�� . • , m PROJECT, - • , , PLANS PLANS , - oil Ill - . . • • • • - , , APPROVED IMPROVEMENT f` DATE: 11/30117 BY: BY: COASTAL RAIL TRAIL ' •, . DATE: DATE: . • AVENUE - 1 mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn 1 mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm - nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm " ' nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm nmmmmmmm nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnm nnm nnnnnnnnm nnnnnnnnnnnnnnnnnnm I . m nnnnnnnnnnnm nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn mill Mill nmnmm ml nmnmm ml nnnnnnnnnnnnnnnnm m I I m ml nnnnnnnnnnnnnnnnnnnnnnm m nnnnnnnnnnnnnnnnm m nnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnnnnnnn : nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn unm . . nnnnnnnnnnnnnnnnnnnnn - � nnnnnnnnnnnnnnnnnn' : nnm . nnm . . nnnnnnnnm . . nnnnnnnnnnnnnnnnnnm � I m • nnnnnnnnnnnm ' - nnnnnnnnm . . nnnnnnnn nnnnnnnnnnnm . nnnnm - nnnnnnnnnnnnnnnnnn nnnnnnnnnnm unm nnnnnnnnnnnnnnnnnnnnn ' nnnnnnnnnnnnnnnnnn nnm . nnm nnnnnnnnm nnnnnnnnnnnnnnnnnnm I m nnnnnnnnnnnm . .. nnnnnnnnm nnnnnnnn ' : nnnnnnnnnnnm nnnnm ' nnnnnnnnnnnnnnnnnn - nn - noon unm . nnnnnnnnnnnnnnnnnnnnn . • nnnnnnnnnnnnnnnnnn : nnm . nnm : nnnnnnnnm . nnnnnnnnnnnnnnnnnnm . 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VIII • •• IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • • • . • . 11111 1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' VIII . 1111111111111111111111111111111111111 . 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111 - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' VIII 1111111111111111111111111111111111111 . 111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 � ' • • • ' - � 11111111111111111111111111111111111 - III .. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � 1111111111111111111111111111111111111 . 111111111 1111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111 ' ;, III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII : ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VIII 1111111111111111111111111111111111111 . •• 111111111 1111111111111111111111111 ' 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 � • • • � • • : • • • • • • . • 1111 1111111111111111111111111111111 III . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII : • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII •. VIII 1111111111111111111111111111111111111 111111111 1111111111111111111111111 - 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 " •' • • •: • • 11111111111111111111111111111111111 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , VIII .. 1111111111111111111111111111111111111 •' 111111111 1111111111111111111111111 ' , 1111111111111111111111 1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111111111111 '• III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .; IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '• IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VIII 1111111111111111111111111111111111111 111111111 •. 1111111111111111111111111 1111111111111111111111 1111111 - II 1111111111111111111111111111111111111111111111 ® ' • ' 11111111111111111111111111111111111 . III „ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '• IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111 IIIIIIIIIIIIII IIIIIIII VIII ' 1111111111111111111111111111111111111 � 111111111 . 1111111111111111111111111 • 1111111111111111111111 • . 1111111 - II 11111111111111111 IIIIIIIIIIII I 11111111111111111111111111111111111 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' 111111111111111111111111111111111111111111 1111111111111 • • '. 111111111 VIII 1111111111111111111111111111111111111 111111111 1111111111111111111111111 •' 1111111111111111111111 � 1111111 : ', II 11111111111111111 ' 111111111111 I ® " • • • ' 11111111111111111111111111111111111 III ' IIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111 11111111111::....n�llllllllllllllli:!!11 1111111111111111111111111111111111111 111111111 1111111111111111111111111 . 1111111111111111111111 1111111 II ' 11111111111111111 111111111111 ' I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII:11111 IIIIIIIIIIIIIIII • . IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illlllllllllllllllnnnnnnnnm••••••••••• ::::iiiiiiiiiiiiillnlnnnlllll"^.!!!!nlllllllllllllllllllnnnniiiiiii:i::"""'•n 1111111111111111111111111111111 1111111111111111111111 : 1111111 ' II - 11111111111111111 ' '• 111111111111 � • I ® • 'n nnnnnnm ___ - __ --_ ••nn • � nnnnnnnnnnnnnnnnnnnnntl,.1 nnnnnnl:i. iiillllllllnnn . •nnoiiiiiiiiii'sillnnnnnnnnnnnnnnnnliiinnnllnnl•a:::::nnnmm�mnnmiiiiiiinln;annul.::::..--- nnnnn nnnnnnnnnnn ' mnn •• u ' nnnnnnnm nnnnnn - 1 : 1 1 1 • 1 imiiiiiiiii666:66666iiiiiiiiiiiiinnniimm�!!!!!!!!l111117::::::5:lIIIII Illllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllnl 1111111111'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIla111111115111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iii1111! .IIIIIIIIIIIIIIIIIIIIIluu:6.--_ 1111111111111111111111 ' 1111111 . II •• 11111111111111111 - 111111111111 � I Illlllllllllllllllllllllllllllllllllllllllllllln!aIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111:711111111Llllllllllllllllllllllllllllllllllllllln1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111P1ni::71111 11111111111111111111111111ui:: •'.11111111111 1111111 II , 11111111111111111 •• 111111111111 •. I . • • Illlliillllliiiiiiiiiillllliiiiiiiiiillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll!illliiillllliiiiiiiiiillllli�!!!IIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIC:::!!Illlllllllllllllllni: !!. 1111111 11 11111111111111111 . 111111111111 1 nnunnnnnun nnnnnnonnnn nnnnnnnnnnnnn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111!''AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIR:IIIIi11111111111111111111111111111111111111111111111NEI111G11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIuT.!l 1111111111111 I1:Gm!P1111111f.'a:1 11111111111111111 111111111111 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiillllllllllllllllllllllllllllllllllllllllllllllllllr!{i111111111111111111111111111111111111111111111111P11l 7111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 • - - Illllllllii:::::�:11111!!!••::::('!•11111111111111111111111 111111111111 I IIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111 • - • • • • IIIIIIIIII1 Illlllllllllllllllllllllllllllllllllllllllladtllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllln • • 111111111111111111111111111111111111111: ::r'i::: "'•••• ""••••••11111nnnnl IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII{III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIp7i11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111Man IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIGlIl�llllllllllllllllllllllllllllllllllllllllliillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111!11111111111111111111111111111111111l511111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII " • ' • • ::illllnllllllllllllllllllllllllllllllGIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Q " •• • • • • • • • • •. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII : - • 1111111111111111111111111111111111115:111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII •' ' • • • • ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII — IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � " •• • • • •' • 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111!11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl 51111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 � • • . 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lllllllllllllllllllllllllllllllllllllllllllllll • 11111111111111111 - 11111111111111111111111111111 - 11111111111111111111 IIIIIIIIII 111111111111111111111111111111111111111111 1111111111111111111111111111111111 ' 1 1 • 1111111111111111 ': • 111/111111 INNE111111111111111111111111111 111111111 • . 111111111111 11111111111111111111111111111111111111111111111 •• 11111111111111111 - 11111111111111111111111111111 ' 11111111111111111111 IIIIIIIIII : 1111111111111111111111111111111111111111111111111111111111111111111111111111 1 1 1111111111111111 1111111111 • 1111111111 . . • 1111111 ' 111111111111 •. ' 11111111111111111111111111111111111111111111111 11111111111111111 " 11111111111111111111111111111 - 11111111111111111111 IIIIIIIIII ' 111111111111111111111111111111111111111111 1111111111111111111111111111111111 . 1 . 1 ' 1111111111111111 ' IIUIIIIIIII 1111117111 • ' ' ' 1111111 111111111111 11111111111111111111111111111111111111111111111 111111111111111 1111111111111111111111111111 11111111111111111111 IIIIIIIIII 111111111111111111111111111111111111111111 1111111111111111111111111111111111 1 1 1111111111111111 111111111111111111111111111111111111111111 11111'llllllllllll 111111111111 1111111111111111111111111111111111111111111111 1111111111111111 - ' 11111111111111111111111111111 . 11111111111111IIIIIIIII 111111111111111111111111111111111111111111 1111111111111111111111111111111111 1 1 .. 1111111111111111 17111111111111111111111111111111111111111111111111111141111111111111111111111111111111111111 111111111111 11111111111111111111111111111111111111111111111 ' 1111111111111111 11111111111111111111111111111 1111111111111111111IIIIIIIIII 111111111111111111111111111111111111111111 1111111111111111yyyy!!yy��y�11111111111:!1111111111111111116111111!i1111111111111111111111111111111G1111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIGIIIIIIIIIIIII 1111111111111111111111111111111111 11111111111111111111111111111111111111111111111 11111111111111111 ' 11111111111111111111111111111 11111111111111111111 • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!'RS:'u3111111111111111i:111111111111117 1111!'7i111111111111111111111111111111111!1111111111111111 e!'=:—:�nnnnnnmmnnrnn1111111111.'..'....'.__!11111111111111111111111111111111111111111m y.,'�1111111111111111111111111111111111.�y1 11111111111111111 11111111111111111111111111111 11111111111111111111 Illllllllllllllllllllllnnnnnnnnm---.------- ..nnnn•1•nne•n,IWGIe•!lne--ale..al....:1....:1....71C...71....71....71...•l l....11.•..11....!!n•e!•Ei:E!!n•.16:,.11....11....fll e§iieei:ii::::::::::!.....-_!!ln11111111111m1fAlllllllllllllllllllllllllllllllll f"Almllllllllllllllllllllllllll 11111111111111111111111111111 11111111111111111111 --n :•• n...ne...lie::a1 9:r:•:: !-^.:!••-^.1!••11 __ ___ ___• ,_ ___ __ __ - __ __ ___ - I11111111111111111111111111:1111 m i �'al;•:11••!1 '••• 1111 1 : DTABLE. . I ..�.1..all..all..all..all.:all::aliiiiilfillilinlilll•1.1,•dlmdlmdlnnimnllllllllllllllllllllllllllllllllllllllllllllllllll:Illlllllllllllllllllllllllllllllllllllmlmdliiial::::Ilal.n.--_n_ .. 1..--1 1111111111111111111111111111 . 11111111111111111111111111111111111111111111 111111111111111111111 1111111111 _ ____ ___ __ � .! � _ ____ n:�::::::::'^1••111111111111111 O 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,111111111111111111111111111111111111111111111111111111111111111111111111111.11 . . 1111111111111111111111111111111111111111111111111111111111111111 • Illlllllllllllllllnnlliiiill::1. :...11---_n__�. .......--___ 111..---____ 1111111111111111111 • 1111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1:111 , - 1111111111111111111111111111111111111111111 • • 1111111111111111111111111111111111111111111111111111111111111111y�•.��111111111111111111111111111111111�yylllfiiilli:::IC:7Cll::e!lee?1111:al::lace I ::'1111I11y�•.��1111111Gm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII- 1111111111111111111111111111111111111111111 • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm6fi11111111111111111111111111111111111 S11mllllllllllllllllllllllllllllllllllllllllllllllllilliiiill::::ll:::lliiiil lfimiiiiill:::: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' • • 1111111111111111111111111111111111111111111111�1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 . . 1111111111 1 . . unnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnlllnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn �®�� . . . . . . . 11 ®®� ®®®� . . • FTO =m � 1 1 a EMIT; 1 _ -- Is IN 1 Nasland I SmMeI �• �• Land Planning rmWaI PROJECT NO.�nxraam�:r�m�e:a_�:•c1:E, Ia=HUm•:c� ' ---- EUNDER THE SUPERVISION OF • • - . 1 APPROVED IMPROVEMENT ' DATE: 11130117 BY: BY: COASTAL RAIL TRAIL SAMUEL WAISBORD — DATE: DATE: SAN ELIJO AVENUE �� EXP. 1 on,�11 1115=9111 N N M a a e °o mw for aim oa o 0 0 Q3 ON + d + Y + 4 + 4 ° N 0' N M M a. M m om + 6 orn r > r > rm `nm n °i + Ni } '° a °M $ n oao nm N J F J Q W Q W Q W rla gl ^ W N M } nj M N } N 96- mW N W NW m W NW FJ 6 W r � nOf rj nOf N W H J Q W Q W Q w G W 95- -95 95 0.98X m W m w _ 5 n w m w y w IIA 11 94- 34f 94 1111111111111 111111111111 11111111 11 1 IT T1 - 4 94- -94;zii 111 -93 93 ROPOSED PROPOSED TOP -93 g2- FLOW LINE OF CURB XISTING SURFA _92 92_ -92 IIIIIIIIIIII AT PROPOSED LIP XIIIII F GUTTER n oo EASTERN CURB FOR e m - BIORETENTION AREA mm °on 'dam o °o oa m m vo NN J M N W ~ J F J N OMI r N W N+f N h N + N + O a 96- mw mw _96 r > dw r rm rrn � mMrn 0.53`3 -95 F J N J F J Q W m W N W N W 41 W J w 94- -9 94 m w 94 2 6� 93 tt�- 92 92 a CURB FOR BIORETENTIO gi 0 y W W AREA U J � Q IW U W N 71+00 72+00 73+00 K PROFILE: SAN ELIJO AVENUE WEST CURBLINE SCALE: HORIZ: 1"=20', VERT: VI CURES DATA TABLE Line #/Curve # Length Bearing/Delta Radius L33 32.37' N22054'32"W - 100 100 L34 9.56' N28'27'54"W - L35 2.93' N77'24'57"W - O L36 5.00' N23'29'23"W - 3 L41 6.41' N25'27'53"W - 95 95 o C32* 9.34' 52422'01" 10.22' G STA 73+08.96 C33 9.30' 52406'23" 10.23' 11.78 RT vy G C34 9.31' 53'34'34" 9.96' G W EL AVENUE +00.367 3 4783 RT /� C35 8.83' 49'21'58" 10.25' N W - S~�—G - 4 21 95 RT -µr C37 92.83' 03402'02" 1753.14' W 72+00 - 16.76 RT TA 73+21.60-- _ - TS A 72+30.70— _� -��-�01 C37 9.35' 52'39'44" 10.17' 15— x.45 RT s STA 70+65.25 S STA 71+32.19 ° N� X C38 9.27 56'08'27" 9.46' = 11.33 RT 11.23 RT G 3 _ fll 4 3 3 3 53 3 C39 46.26' 01413'01° 2178.19' W 3 3 STA 72+46.30 _ —STA 72+92.02 R/W °` C40 15.11' 02'3706" 330.74' Fq (� 3 3 3 ,� - 19.02 RT —19.60 RT W S A 0+81.36 _ TA 71+16.96 — �� STA 73+01.57 C41 7.34' 42'08'33" 9.98' Z - —19.33 RT - 19.65 RT 20'00 RT C42 13.35' 00'21'09" 2170.00' J _ Iff *LINE OR CURVE CONTINUES THROUGH MATCHLINE Mm 90 90 m M N m m AS-BUILT: 08/20/20 fio Ar IRFAN KALHORO, PE FE_SS& s c f Civil Engineering 4740 Ruffner 292-71tmet Nasland w�'iag 45a�U1e592�111 20 0 20 40 60 80 Land Planning nWand.com NORTH COUNTY SCALE 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT AS-BUILT 11 31 z PROJECT NO. 1223016 BENCHMARK SCALE K M APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. PLANS PREPEUNDER THE SUPERVISION OF APPROVED APPROVED IMPROVEMENT PLANS FOR: HORIZONTAL: AS SHOWN DATE: 11/30117 BY: BY: COASTAL RAIL TRAIL 26 VERTICAL: AS SHOWN SAMUEL WAISBORD R.C.E. NO. 78071 DATE: DATE: SAN ELIJO AVENUE EXP. 9/30/19 SHEET 26 OF 86 N.E. Job no. 117-131.1 O EQUIPMENT SCHEDULE WORK TO BE DONE: THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND STANDARD PLACEMENT SIGNAL MOUNTING AND PLACEMENT THE SPECIFICATIONS AND SAN DIEGO REGIONAL STANDARD DRAWINGS LOC. LUMINAIRE DIMENSIONS REMARKS MASTARM CO LIDS VEHICLE PEDESTRIAN TYPE HT. SIG. LUM. A' B' POLE MASTRAM SIGNAL PPB LOC. 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION STANDARD SPECIFICATIONS: OA M-45 12 PLANS — ALL NEW EQUIPMENT ❑ ❑2 ❑ INCLUDING THE SAN DIEGO REGIONAL STANDARD DRAWINGS (2015 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, ❑ ❑ ❑ 3. CALIFORNIA I DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SPECIFICATIONS, 2015 QB M-45 12 PLANS — — — 04P 7 ALL NEW EQUIPMENT 1 2 3 EDITION. STANDARD DRAWINGS: CALIFORNIA DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD PLANS, 2015 EDITION. CONSTRUCTION NOTES (THIS SHEET ONLY) ❑1 FURNISH AND INSTALL BREAK—AWAY SIGN POST PER SDRSD M-45 WITH LED SOLAR PANEL SOLAR PANEL M RECTANGULAR RAPID FLASHING BEACON (RRFB). R920 RRFB SYSTEM SHALL 1 INCLUDE A SELF—CONTAINED SOLAR POWERED ENGINE; NEMA 3R, ALUMINUM 2 POLE MOUNTED CABINET, 1OW TOP—MOUNTED PANEL, 12V DUAL BATTERY 8 N SYSTEM, AND WIRELESS ACTIVATION UNIT. CONTRACTOR SHALL INSTALL POLE p w MOUNTED W11-2 AND W16-7P(RT) SIGNS PER CALTRANS STANDARD PLANS N U N RS4. SEE DETAIL "A" THIS SHEET. 7 3 zZ Q_ ❑ FURNISH AND INSTALL BREAK—AWAY SIGN POST PER SDRSD M-45 WITH LED S S m RECTANGULAR RAPID FLASHING BEACON (RRFB). 8920 RRFB SYSTEM SHALL 6 4 /,w�`I W1 1_2 /,w�`I yni_2 INCLUDE A SELF—CONTAINED SOLAR POWERED ENGINE; NEMA 3R, ALUMINUM U POLE MOUNTED CABINET, 1OW TOP—MOUNTED PANEL, 12V DUAL BATTERY PUSH BUTTON p V SYSTEM, AND WIRELESS ACTIVATION UNIT. CONTRACTOR SHALL INSTALL POLE O m RS4.NSEE DETAIL AND THIS SHEET) SIGNS PER CALTRANS STANDARD PLANS LOCATION DETAIL FLASHING BEACON ID 12, FLASHING BEACON ID 12 0 NOT TO SCALE o ❑ CONTRACTOR SHALL INSTALL TYPE B PUSH BUTTON ASSEMBLY PER CALTRANS W16-7P(RT) W16-7P(LT) STANDARD PLANS ES-5C. CONTRACTOR SHALL INSTALL R10-25 SIGN ON PUSH BUTTON ASSEMBLY. SEE DETAIL 'A" AND "B" THIS SHEET. POLE POLE SIGNS (THIS SHEET ONLY) LEGEND 3 TYPE B PEDESTRIAN 3 TYPE 8 PEDESTRIAN PUSH BUTTON ASSEMBLY PUSH BUTTON ASSEMBLY PROPOSED RECTANGULAR RAPID FLASHING 7 T WITH R10-25 SIGN 7 T WITH R10-25 SIGN ■ F W16-7P(RT) BEACON (RRFB), POST, AND SIGNS 40" 40" PUSH BUTTON TO R10-25 < W11-2 WARNING � � W16-7P(LT) LIGHTS ELEVATION VIEW ELEVATION VIEW / I O NOT TO SCALE NOT TO SCALE MONTGOMERY DETAIL "A' ❑ ❑D DETAIL 'B' ❑D 0 AVE. I / \ 00 O 89+ 18.38' LT OF CL 10' 1 2 ► 25' �12" THERMOPLASTIC & YIELD LINE 12" THERMOPLASTIC & YIELD LINE 3' TYP, WHITE THERMOPLASTIC PER SDM-116 88+00 +00 90+00 SAN ELIJO AVE { 25' 2' TYP. 2 1 AS-BUILT: 08/20/20 8+84 B ° 13.52' RT OF rL ° ° °p°o 000 IRFAN KALHORO, PE 0 LL / Q. QpOFESSrO 0 --4— R/vy 10 0 10 zo 30 ao II n SCALE 1° = 10' Civil Engineering 4740elzszaS o Nasland w�� 4740 RWfner S,Iee[ Land Planning nWaeg%CA9ant C!W2AA0o1r NORTH COUNTY REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT PROJECT NO. 1223016 AS—BUILT ' 311 z c BENCHMARK SCALE K M APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREP 11 UNDER THE SUPERVISION APPROVED APPROVED IMPROVEMENT PLANS FOR: 27 HORIZONTAL: AS SHOWN PATE: 11/30/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN SAMUEL WAISBORD R.C.E. NO. 78071 DATE: DATE, CLASS I PATH ALIGNMENT EXP. 9/30/19 SHEET 27 OF 86 N.E. Job no. 117-131.1 EROSION AND SEDIMENT CONTROL NOTES LEGEND — EROSION CONTROL TEMPORARY EROSION/SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL IMPROVEMENTS, SHALL BE PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS INDICATED BELOW: Q FIBER ROLLS (SC-5).............................................................................. FR EARTH DIKES/DRAINAGE SWALES & LINED SWALES............................. 55-9 1. FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SEDIMENT TRAP IMMEDIATELY UPSTREAM OF INLET AS INDICATED ON PLANS. STREET SWEEPING................................................................................... SC-7 2. FOR INLETS LOCATED AT SUMPS ADJACENT TO TOP OF SLOPES, THE CONTRACTOR SHALL ENSURE THAT WATER DRAINING TO THE SUMP Q2 GRAVEL BAGS (SC-6)............................................................................ oL-�pppppp IS DIRECTED INTO THE INLET AND THAT A MINIMUM OF 1.00' FREEBOARD EXISTS AND IS MAINTAINED ABOVE THE TOP OF THE INLET. IF PAVING, SEALING, SAWCUTTING, AND GRINDING OPERATIONS................ NS-3 FREEBOARD IS NOT PROVIDED BY GRADING SHOWN ON THESE PLANS, THE CONTRACTOR SHALL PROVIDE IT VIA TEMPORARY MEASURES, 3 SILT FENCE (SC-1)................................................................................. SF POTABLE WATER/IRRIGATION................................................................... I.E. GRAVEL BAGS OR DIKES. D NS-7 3. THE CONTRACTOR OR QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF SILT AND MUD ON ADJACENT STREET(S) AND VEHICLE AND EQUIPMENT CLEANING....................................................... STORM DRAIN SYSTEM DUE TO CONSTRUCTION ACTIVITY. ® TEMPORARY CONSTRUCTION FENCE........................................................ X NS-8 4. THE CONTRACTOR OR QUALIFIED PERSON SHALL CHECK AND MAINTAIN ALL LINED AND UNLINED DITCHES AFTER EACH RAINFALL. VEHICLE AND EQUIPMENT FUELING......................................................... NS-9 5. THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL. . . . . . . 6. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL QS RE-VEGETATION AND HYDROSEEDING PER LANDSCAPE PLANS (SS-5) VEHICLE AND EQUIPMENT MAINTENANCE................................................ NS-10 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CONCRETE CURING.................................................................................. 7. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY © STABILIZED CONSTRUCTION ENTRANCE/EXIT (TC-1)............................. NS-12 ENGINEER OR RESIDENT ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. CONCRETE FINISHING............................................................................... NS-14 J¢ M 8. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES AS MAY BE REQUIRED BY THE RESIDENT Q STORM DRAIN INLET PROTECTION (SC-10)........................................... MATERIAL DELIVERY AND STORAGE....................................................... z ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES, WHICH MAY ARISE. WM-1 c� 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS w WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. QB OUTLET PROTECTION VELOCITY DISSIPATION DEVICES SS-10 MATERIAL USE.................. ... .. ... .. ... .. ... .. ... .. ... .. ... ........................ s 10. ALL EROSION/SEDIMENT CONTROL MEASURES PROVIDED STOCKPILE MANAGEMENT ED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. ALL WM-3 U ................................................ z z EROSION/SEDIMENT CONTROL FOR INTERIM CONDITIONS SHALL BE DONE TO THE SATISFACTION OF THE RESIDENT ENGINEER. Og TEMPORARY CONCRETE WASHOUT (WM-8)........................................... < z 11 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH SPILL PREVENTION AND CONTROL. WM-4 ......................................................... a 12. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN 15 IMMINENT. 10 TEMPORARY HIGH VISIBILITY FENCE....................................................... rn SOLID WASTE MANAGEMENT.................... � - 13. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING FOR THE AREAS FOR WHICH THE CONTRACTOR OR CHECK DAMS (SC-4) VW.1-5 I.1 11 ............................................................................. U � QUALIFIED PERSON CAN PROVIDE EROSION/SEDIMENT CONTROL MEASURES. �` SANITARY/SEPTIC WASTE MANAGEMENT................................................ WLI g � ¢ 14.THE CONTRACTOR SHALL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TO APRIL 30TH FOR PROJECT TEAM (GENERAL DIRECTION OF FLOW................................................................................ N CONTRACTOR, QUALIFIED PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER AND THE SCHEDULING............................................................................................. SS-1 RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION/SEDIMENT CONTROL MEASURES AND OTHER RELATED D 0 CONSTRUCTION ACTIVITIES. PRESERVATION OF EXISTING VEGETATION.............................................. SS-2 t 0 / — PROPOSED PERVIOUS _ — p 49+00 o o — — PAVERS( +00 X _F 00 - n 50+ 6 St+nn PROPOSED PERVIOUS ,(4� SC-7 58 Ot 0 - X - 5 00 - z b — X _ X + X SC-7 X 2 s y�n X SAN ELIJO AVENUE PAVERS (TYP) 56+op� �L-= 57�°� -X - j 2 9 - _ 08 54+00 X 0 oa "o NS-3 NS-12 Q J C- oG NS-3 NS-12 �_ F 65 m fWn 5' 8 OUfFALL k OUTFALLH FLOW CONVEYED DISCHARGE TO FLOW CONVEYED NCTD RIGHT-OF-WAY VIA STORM DRAIN PUBLIC STORM DRAIN VIA STORM DRAIN TO DRAINAGE DITCH TO DRAINAGE DITCH ,m � I — - R/W SC- — _ _ _ PROPOSED PERVIOUS — _ 4 -Pea 66 7 OO X 67+ X - X_ 9 N 3 NS-12 _ — — SAN ELIJO AVENUE X X 65+00- X - — — BIOFILTRAT ON AREA N Z 62+00 X SC-7 63+G��X_ BIOFILTRATION AREA - _ - - O 4 _ F H _ O F > X61+00 X _ X 2 o - - �— - - _ Q W W m 6243235.8950 -- Fn am Fn Q ❑ NS-3 NS-12 I _ - F -- 8 55-2 _ W W W NS-14 3 - Z CWfJ Z 00 J FLOW CONVEYED U TO DRAINAGE DITCH p Q 'QAOFESS/p NCTD RIGHT-OF-WAY .Q'�O;g1.Wy'y't�'P(� AS-BUILT: 08/20/20 N9 MENNEN --- IRFAN KALHORO, PE EC-1 vp CIAI Engineering T(858)292-7178 Owl Nasland La�� °.o� 5>,� - 0A Land Planning �end�Inm 92111 40 0 40 80 120 160 NORTH COUNTY REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT IL SCALE 1" = 40' AS-BUILT 31/31/2 PROJECT NO. 1223016 DESIGNED BENCHMARK SCALE KG MN KG MN BL APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPUNDER THE SUPERVISION OF APPROVED APPROVED EROSION CONTROL PLANS FOR: HORIZONTAL: AS SHOWN DATE: 11/30/17 BY: BY: COASTAL RAIL TRAIL 28 VERTICAL: AS SHOWN SAMUEL WAISBORD R.C.E. NO. 78071 DATE: DATE: SAN ELIJO AVENUE EXP. 9/30/19 SHEET 28 OF 86 N.E. Job no. 117-131.1 mss"' -�+�� _- _~=�1 "� ti I _ wl mml OWE m PI • �� `v a�nv.�•--'��'�•�-� �w�_' "�� .ems _— '�+'f��=��Q�:y.�'•"�'s�7®�_ �� .•.....��'—�; NoaIsk vs,�• `��''�-�� _� �qip• -- - � n�"- �-_ _ Big v ! —r-1� ,yl r.wav-�- � _ - �.�ao�� • ,�>��° `��Q -emu: � • �-!�—�_� v�_�`� �� _��_ .JU-i��,�� " 1•�• � �.r�. ��" •---_� �� w is _ �a.�i+-r rte: �_ .ate_ _--� - , • • . _� i J _%O � � `:V�:• � 141 ®®�� :.tea.• � �^•caa�� y`•�• • • . ,� _ .r �..�. r � �. i arm-�.sav�.�.. :��"�"� -� . • . •. , • i �. � .. , . . �1��. - -._ �� . ��IR.•.w �� _ mow!` - • • • • • , I / PROJECT • 1223016 PLANS PR!;T UNDER THE SUPERVISION OF APPROVED APPROVED EROSION CONTROL PLANS FOR: DATE: 11/30117 BY: BY. COASTAL RAIL TRAIL SAMUEL WAISBORD DATE: DATE: SAN ELIJO AVENUE �� MIN ®®� +tom" - • p�I�► _ �` y��lo�+ Q . mw m WI VIA AWI,i G®® � ice• �� .�. - © �� \�\�\ ��\`�� it •�� I�\ I ��u� _��`_ Ij N I �� __�_�I • ��r-�� ! ��-��il =�� I\gip � _ \a RIM . a �!I L«-=�'''-';,► ;, � _ PROJECT NO. 1223016 . • �L �•Ii9[ePld•7a7 Imo' . �� . . , � � I • • ---- PLANS PR!;;LUNDER THE SUPERVISION OF - - . . APPROVED EROSION . • • PLANS FOR: DATE: 11/30117 BY: BY: COASTAL RAIL TRAIL RICE. No. 78071 SAMUEL WAISBORD — DATE: DATE: SAN ELIJO AVENUE EXP. 9/30/19��-� I • : . VARIES PROPOSED 6" CURB PER SDRSD G-01 PROPOSED 6" CURB AND REFER TO LANDSCAPING PROPOSED DG PROPOSED MULTI-USE 20' GUTTER PER SDRSD G-02 AND IRRIGATION PLAN FOR N MNY" PATHWAY (6"PCC/6" ROCK 10" ADDITIONAL INFORMATION �� CLASS 2 BASE) PER AASHTO NO7 SLOPES �� 7 / 18° ENGINEERED SOIL MIX �� YNXNo �X ��N \Y N iH: 1V �� \ MIN. 5 IN/HR FILTRATION �\ • � )�� i� �i, RATE) �" /��/��i� 18 ENGINEERED SOIL SPEC ! % % %�� %��; ��• �� V �� V� �� ' '� ��A THE ENGINEERED SOIL CONSISTS OF A MIXTURE �� %�� /\�� OF A WASHED SAND a i ° -PL��-, //, " ��/i��i, ��i�� i �� %��i ��i ALTERNATIVE ORGANIC50AMENDMENDT 15M 30% OR �V�� OPEN GRADED AGGREGATE z �� WITH A MINIMUM INFlLTRATION RATE OF 5"/HOUR � � � � 2° j LAYER PER AASHTO N0. 3 4" CHOKER SAND LAYER PER ASTM C33 IMPERMEABLE LINER (30ML) �� (n AND ADEQUATE NUTRIENT CONTENT TO MEET >X� X X p x 12 OPEN GRADED AGGREGATE PERFORATED 6° PVC PIPE PLANT GROWTH REQUIREMENT. CONTRACTOR TO ��/��/��/��/��/��/��/��/� �� /��% xz/ U LAYER PER AASHTO NO. 57 SUBDRAIN WITH CLEANOUTS N N EVERY 100' CONNECTED TO PROVIDE SUBMITTAL OR MATERIAL FOR APPROVAL P FORAYED I PVC PIPE ? EXISTING UNCOMPACTED SOILS a DRAINAGE SYSTEM BEFORE INSTALLATION. EXISTING UNCOMPACTED SOILS BDRAIN WITH CLEANOUTS � z_ EVERY 100' CONNECTED TO 0 BIOFILTRATION AREA DRAINAGE SYSTEM N 0 � f NO SCALE ` 2.5• 1 1.5 J INFILTRATION TRENCH IOU f T 1 NO SCALE O N AQUA BRICK Oe Z" BEDDING LAYER OF AASHTO NO.S (OR APPROVED EQUIVALENT) 0 4" LAYER OF AASHTO NO. 57 GEOFABRIC rG�I SED 6" CURB AND f 2.5' _ VARIES 2' TO 4' PROPOSED 6" WIDE BY 24" VARIES PER SDRSD G-02 r DEEP CONCRETE STRIP 1.5' TO 3' °a 2" BEDDING LAYER OF AASHTO NO.B AQUA BRICK (OR APPROVED e ° EQUIVALENT) o .,,: ° . . ..c) .s • -+ ° ° 4° LAYER OF AASHTO NO. 57 PROPOSED 6" CURB AND - 4 a PROPOSED DG GL PATH GEOFABRIC PROPOSED 6" WIDE BY 12° GUTTER PER SDRSD G-02 _ - 4 6 DEEP CONCRETE STRIP AC PAVEMENT - ��V��V ��V��V��. ¢ POST PROPOSED 6" WIDE BY 24" °°o DEEP CONCRETE STRIP VARIES 2' TO 3' °4 AND BASE w N �� x�� GO AC PAVEMENT t a° 4 "� 12"-18" LAYER OF 1"-2" WASHED, �� X/\X��/�� LANDSCAPING PLANS Z REFER TO AND BASE ° �� \�� UNIFORMERLY GRADED COARSE '� .A�� V� 1 � �� FOR FENCING DETAIL /r �� AGGREGATE (AASHTO N0.3) - ��j� � �A� � �� V PROPOSED DG AGGREGATE BASE IN �� /- ��j� EXISTING UNCOMPACTED SOILS (959 RELATIVE COMPACTION) p a o �� 1\ ��j� ��/a /�� IMPERMEABLE _ ��A � ¢ LINER (30ML) PERFORATED 6" PVC PIPE APPROXIMATE JOINT SIDEWALK 4 -0° UNIFOR" LAYER GRADED COARSE �� /� /� /��/�� SUBDRAIN WITH CLEANOUTS TRENCH LOCATION REINFORCEMENT, M41 ®18 EVERY 100' CONNECTED TO SIDEWALK SEE CIVIL PLANS) 6" CIA X 9" DEEP AGGREGATE (AASHTO N0.3) APPROXIMATE JOINT DRAINAGE SYSTEM (SEE CIVIL PLANS) ( $4 CONY POST POCKET EXISTING UNCOMPACTED SOILS f TRENCH LOCATION PERVIOUS PAVERS NO SCALE TOTAL PERFORATED 6" PVC 4 CONY of PIPE SUBDRAIN WITH 1 IMPERMEABLE CLEANOUTS EVERY 100' � � y� L TOTAL 4 < LINER (30ML) CONNECTED TO 1 DRAINAGE SYSTEM DIMENSIONS FROM FINISHED SURFACE. �j4� ®18 4U 018 PERVIOUS PAVERS STA 31+90 TO 33+34 V-0" THICKENED EDGE 27+64.00 - 31+77.50 STATION RANGE: 35+56.04 - 37+82.13 NO SCALE 39+08.34 - 40+51.17 48+34.25 - 50+33.05 2 N DIMENSIONS FROM BOTTOM OF SLAB. a 4 018 +18" STATION RANGE: 31+77.50 - 33+90.43 m 35+25.59 - 35+56.04 PP` 38+71.45 - 39+08.34 w OG=FG 40+51.17 - 41+76.29 ¢ 4.0' 42+92.88 - 44+08.34 44+42.33 - 45+99.53 s 47+19.55 - 48+34.25 0 4'X18"X4° DEEP SOLID LID 73+10.70 - 75+88.05 #4 CONT TOTAL 2 I 0" CURB FACE 'w PROPOSED 6" CURB AND GUTTER 30° STATION RANGE: 33+90.43 - 34+70.87 FL� COBBLE SPLASH PAD PER SDRSD G-02 (30' DEEP) ; _ �" ARIZONA RIVER COBBLE SET IN CONCRETE 418+76.29 - 42+02.05 45+99.53 - 46+56.62 11-011111-0111 5'-0" MIN 4' PCC (520-C-2500) 46+96.23 - 47+19.55 1 1 4" P.V.C. RISER 0" CURB FACE •42° STATION RANGE: 34+70.87 - 35+ g• 37+82.13 - 38+14.96 oQpOFIN - 44+08.34 - 44+4242.3 33 � VE1.W S"P( 3.0' OPENING 46+56.62 - 46+96.23 TURN DOWN SLAB DETAIL * SECTION A-A UP OF GUTTER WITH 0° CURB TO BE USED STANDARD 45' BEND NO SCALE 1 z ON ALL HORZ. AND VERT. BENDS COBBLE SPLASH PAD STANDARD WYE BRANCH NO SCALE FLOW_ FLOW_ Surveying TI9561292-71u Nasland w � 45a�01egoI 692111 Land Planning nailand.cam STORM DRAIN CLEANOUT AS-BUILT: 08/20/20 NORTH COUNTY NO SCALE REVISIONS DATE TRANSIT DISTRICT - AS-BUILT t 31 z PROJECT NO. 1223016 IROPAIKAP-HOIRCO s BENCHMARK SCALE K M APPItOVAIS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING IN PLANS PREPA7 UNDER THE SUPERVISION OF APPROVED APPROVED DETAILS FOR: - HORIZONTAL: AS SHOWN DATE: 11/30/17 BY: BY: COASTAL RAIL TRAIL 31 AS SHOWN R.C.E. NO. 78071 VERTICAL: SAMUEL WAISBORD EXP. 9/30/19 DATE: DATE: SHEET 31 OF 86 N.E. Job no. 117-131.1 q4 BARS ® 18' OC Wy 12• 6" PCC PAVEMENT 560-C-3250 VERT SO HORIZ TYP TRAIL 2" PCC TP I, 18" iyq, HEADWALL �� // A/ � /\��/` ARTICULATED � 'a 210 MAX ARTICULATED ARTICULATED VA V/ VA X/VA AA VA VA VA V/ V 14" CONCRETE 2:1 MAX 8 •P P ° FLOW CONCRETE B-13 vAYAA�AN//VA�A :ALL WEAW i75URFACE . . , VAA�AAAA�\ AA�V BLOCK (ACB) _ 8 •IN AGG BASE BLOCK (ACB) �A� �A/ TRAM / / AA/�A \j�A/�A\//v j //%V 1 % %\ % %\ %✓%\ % %\ % %% 1 . YR/� / %% #4 BARS/�/%\ VR & HRZ T • A ° °., PIPES ENCASED WITH PCC PAVEMENT 560-C-3250 14" PCC 420-A-2000 ' SECTION A-A 5 ¢ ° z 1 - e12" PCC TYP AD A CUTOFF WALL TOE TAU 12 560-A-3250 PIPES ENCASED WITH x �• 6" MIN PAVEMENT 560-C-3250 PCC 14" 420-A-2000 PCC NU ARTICULATED ¢ z r •8" PIPE • • p CONCRETE 10 d - • •° ° . • • °.. 12" --�1 BLOCK (ACB) 4: 1 MAX 14" 14" X 18" VERTA&SHORIZ TYP • ARTICULATED U w I • .. °• 8" PIPE CONCRETE r° ° • BLOCK (ACB) .. .. o .. ° _ • :- - . ':. A 14 8" PIPE / /A�A/A/A/A�A�/A/A�A 10'• ° •' 6" PCC PAVEMENT 560 C-3250 �V//V//V//V//V//V/V o 0 8" PIPE TYP JD/2 24 MIN /V//V//V//V//V//V//V//V/ O 1 \ VA VA /A VA /A VA /A V A AA VA VA VA /A VA VA �� \ s 6" PIPE ° A- A //////////////////X/i�//�/i / / / / / \VAAVAAVAAVAA VA/v 1r PCC T P. b v `}� VA VA VA VA VA \.�A.vA.V�VAA VAA VAA VAA VAS VAA VAS VAA VA •8"• PIPE ', \ \ \ \\/�\\/� 560 A--3250 // \\\/\\ \ \ \ \\ AG G.I BASE Imo- 12" ° a r •' t 12" PCC TYP ARTICULATED 1 °� g^ plpE T HEADWALL CONCRETE L 560-A-3250 SECTION B-B SECTION C-C BLOCK (ACB) — • A4 12" * NOTES: ° A. PAVEMENT AND HEADWALL'S SHALL BE TIED WITH 5 _• a ° ° p ° g4 BARS ® 18" OC VERTICAL AND HORIZONTAL 6" PCC 560-C-32 50 B. CONCRETE JOINTS PER SDG-109 AND 0-10 • C. HEADWALL LENGTH (L) PER D-20 AND D-31 :1 . 1 4 A FORD DETAIL �' z / NO SCALE � ° N /I V T</VA�Vx//VA// C C �AX/AA/�A/�AA/�VX/� ALL WEATHER SURFACE - AA//VA�VA/ � �VX// /VA//�A �A//\ WAAAL GR RAIL [W.nAL AAII IAAIL COASTAL RAIL TRAIL COASTAL RAIL TRAIL COASTAL RAIL TRAIL [OASgI RAIL MII PLAN VIEW 2 CL DITCH � . : s �I, v.. v I" VARIES I20'-30' 2:1 MAX 2: 1 MAX COASTAL RAIL mnu LOCATION 1 LOCATION 2 LOCATION 3 LOCATION 4 LOCATI O.\ 5 LOCATION 6 3.5' ARTICULATED INFILL WITH / /A� \�AA�AA�A/VA CONCRETE BLOCK, TYP AGGREGATE BASE /A�/A�AAx� r°r np Rf� ►.r / / /VA// VARIES-0' 4: 1 MAX V//VA//VA//VA/ COASTAL RAIL IAAIL pSTAL I TRAIT MARC O RUnAAIt mpsIAUAU TRAIL [RAnu ulnun CUTOFF WALL, TYP AS `Vi► 4:1 MAX AA VA VA VA VARIES RECOMMENDED BY THE JJ ACB MANUFACTURER (SAMPLE) 1 .0' \V//\X\V//\��V��//V//\�//\�/�V//�/ V//�//V//� a a a /V// //��\ //�/ X��//V�A�//�/ //�//\ LOCATION 7 LOCATION 8 LOO LOCATION 10 LOCATION 11 LOCATION 12 �Q FESS�O� �/i��/i�A/i��/i�A/i��/i�A i./i��/i�A/i��/i�A/i��/i�/i�/i�/i�/i�/i'/i,F/i/A/11 /II / /A \/AAA/AAA/AAA/AAA/AAA/AAA/�AA�\/AAA/AAA c °W w o¢�i FILTER FABRIC 4" AGGREGATE BASE PROPOSED GO BY BIKE WAYFINDING SIGNAGE ACB DITCH DETAIL LOCATION CALLED PLAN SET. s c 4 Y. NO SCALE REFER TO CONSTRUCTION NOTE 62 ON SHEETS 7-21, * m AS-BUILT: 08/20/20 NO SCALE dFC - IRFAN KALHORO, PE Civil Engineering 4740 Rzsz-7110 D� Nasland w � SmUie %CA921R Land Planning San Dieg0.U92111 'wasla""""' NORTH COUNTY &Mob., REVISIONS APPROVED DATE REFERENCES DATE TRANSIT DISTRICT PROJECT NO. 1223016 As-BUILT 1 J1 20 BENCHMARK scw.E DESIGNED BY DRAWN BY CHECKED BY APPrzovAls CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. KG MN KG MN BL S.W. PLANS PREPUNDER THE SUPERVISION OF APPROVED APPROVED DETAILS FOR r� HORIZONTAL: AS SHOWN DATE: 11/30/17 BY: BY: COASTAL RAIL TRAIL 3L VERTICAL: AS SHOWN R.C.E. N0, 78071 SAMUEL WAISBORD EXP. 9/30/19 DATE: DATE: SHEET 32 OF 86 N.E. Job no. 117-1311 RAILROAD R/W DL TRAIL - 95'-0" I RW LOL PVI STA (MEASURED ALONG RW LOL) VARIES 6'—O" 1 '-0" BEGIN WALL 10+30.00 APPROX OG AT END WALL CL FENCE POST 97.05 TW FACE OF WALL 97.13 TW A FG AT BACK B 97.01 TW 6 —0.27% -0.06% OF WALL SEE "POST CIVILE PLANS" SEE - - - - — -- - - — - - - - — -- - - POCKET DETAIL" TURNDOWN - - SLAB, SEE //7 TURNDOWN SIDE X TOP OF WALL (TW) n "CIVIL PLANS" J II � L� 92.04 BW SLAB, SEE GRADE E SIDEWALK � < 0 89.67 BW Y 89.56 BW B "CIVIL PLANS" — 1 .0% MAX `� A STA 10+80.00 Elf ,, s DATUM ELEVATION = 80.00' 10+00 11 +00 1 NU N 10+50 110 PRECAST MODULAR a — Y2" EXPANSIONS CONC BLOCK WALL v' JT FILLER 2'-0" MIN w ULU DEVELOPED ELEVATION o c f 1 10'-0" PERMEABLE APPROX OG ¢ N BACKFILL \ BOTTOM OF Of 4" DIA 11_0" WALL (BW) o PERFORATED PVC DRAINAGE PIPE MIN, TYP \ \ RELOCATED STORM GRANULAR \ DRAIN INLET BASE SEE "CIVIL PLANS" T-O" MIN DG PRC STA 42+03.66 — EC STA 43+23.54 — — — — — PRC STA 42+92.21 - - - - - - - - - - - - - - - - - - - - - _ SECTIONA-A 3/8 522'54'38"E , TRAIL EC STA 42+34.07 BC STA 42+61 .07 /¢—� 42 N 1 1 43+00 _ S22'53'02"E _ RAILROAD R/W TRAIL BC STA 41 +72.21 — r, 00 RW LOL 30" TURN DOWN SLAB �� ° — _ — VARIES 6'-0" 1 '-0" RAILROAD R/W 10+p zo S2361 2'52"E 1 � +p0 18" TURN DOWN SLAB CL FENCE POST TURN DOWN SLAB TO CONTINUE AND MEET S2361 2'52"E 6 PERPENDICULAR TO THE BACK OF WALL END PET WALL STA 10+95.00 BEGIN PET WALL STA 10+00.00 10+50 7.00' RT CL TRAIL STA 42+92.88 7.00' RT CL TRAIL STA 42+02.05 RW LOL (5:, TURN DOWN SLAB TO CONTINUE 5 FILL AREAS BETWEEN TRAIL AND WALL RELOCATED STORM DRAIN AND MEET PERPENDICULAR TO WITH REINFORCED CONCRETE WITH SEE "CIVIL PLANS" THE BACK OF WALL CONC TOP OF WALL (TW) TYPE 2 HAND SEEDED FINISH RELOCATED STORM DRAIN PROFILE SIDEWALK , x NEW BLOCK WALL ALIGNMENT OUTLET SEE "CIVIL PLANS" GRADE I — 1 .0% MAX � 1 NOTES: 2 . .. .. >. ;.. . ... . ._ LLJJ 1 . DESIGN AND INSTALLATION FA RETAINING STRUCTURE TO — ip BE CONSISTANT WITH MANUFACTURER SPECIFICATIONS. — — 2'-0" MIN 2. LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL ARE PLAN APPROX OG 1 '-0" BEYOND MODULAR BLOCK. POST GENERAL NOTES DESIGN: AASHTO -RFD BRIDGE DESIGN SPECIFICATIONS, 6TH MORTAR TO \ \ EDITION WITH CALIFORNIA AMENDMENTS, PREFACE MATCH COLOR BOTTOM OF DATED JANUARY 2014 SET POST OF CONCRETE PLUMB WALL (BW) LIVE LOAD: 1 ' SURCHARGE TOP OF CONC SECTION B-B 7'-0" MIN SIDEWALK o SOIL 'r SOIL = 120 pcf " IA X 9" NOTE: FOR INFORMATION NOT SHOWN, SEE "SECTION A-A" 6 D EFPACTIVE = 35 pcf orn POST POCKET mo EFPSEISMIC = 27 pcf A AS-BUILT: 08/20/20 CURVE DATA TABLE qn 10.2 ksf 6 " = 23 ksf CURVE NO. DELTA RADIUS TANGENT LENGTH I�'I �" IRFAN KALHORO, PE � ¢ C17 17409'30" 105.00' 15.84' 31 .44' CONCRETE oa BLOCKS: f'c = 3.25 ksf C18 19'21 '55" 90.00' 15.36' 30.42' Va0Fessi0N POST POCKET DETAIL a hQ C19 1750'28" 100.00' 15.70' 31 . 14' ,tee`` y y D o � 1 "= 1 '-0' m REIiH GAZAW NN ^ C20 1705'50" 105.00' 15.78' 31 .33' m _ / \ w 58952 � O C50 0'49'39" 98.00' 0.71 ' 1 .42' a Q � KLEINFELDER NORTH COUNTY Bright people, Right Solutions. C53 0'21 '55" 98.00' 0.31 ' 0.62 s^s CIVIL wl 550 Yost C Street, ite 1200 5m OieBO, CA. 52101 TRANSIT DISTRICT OF CALIFOR LLQ ao °o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. o�N J.S. G.B. S.M. aoMG AS—BUILT 121118 PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED IMPROVEMENT PLANS FOR: 33 HORIZONTAL: AS SHOWN DATE: 8/17/18 BY: BY: COASTAL RAIL TRAIL oQONi VERTICAL: AS SHOWN KEITH O ZAWAY R.C.E. NO. DATE: DATE: MODULAR BLOCK WALL GENERAL PLAN Fizz EXP. 6//30/30/19 WORK PROJECT N0. SHEET 33 OF 86 N.E. Job no. 117-131.1 5'-0 2 —6» " 5,-0� o m io 0 0 I I I I I N N N STEEL LIFTING LOOP, TYP Q TOP TOP TOP z N z N —0„ Z - d ? � N O U J � Q 0 4., iv 4„ 1 —ZY iv 4„ 4,. SIDE FRONT SIDE FRONT SIDE FRONT BOTTOM BOTTOM BOTTOM FULL BLOCK INTERLOCKING DETAILS BENCH BLOCK DETAIL HALF BLOCK INTERLOCKING DETAIL 3/4 = 1 '-0' 3/4 = 1 '-0' 3/4„- 1 ,-G, MODULAR CONCRETE BLOCK WALL NOTES A. GENERAL D. MATERIALS 1 . THIS WORK CONSISTS OF FURNISHING AND CONSTRUCTING AN INTERLOCKING MODULAR CONCRETE BLOCK 1 . EXPOSED SURFACES OF CONCRETE BLOCKS MUST BE SPLIT-FACE OR SANDBLASTED, AND COLORED SIMILAR TO RETAINING WALL FOR THE ENCINITAS COASTAL RAIL TRAIL ADJACENT TO SAN ELIJO AVENUE. THE SURROUNDING NATIVE SOIL. THE SANDBLASTING MUST INCLUDE A NATURAL CURVILINEAR REPEATING PATTERN CONTEXTUAL WITH THE LOCAL COASTAL AND BEACH ENVIRONMENT. 2. PRECAST CONCRETE BLOCKS MUST COMPLY WITH SECTION 51 OF THE SPECIFICATIONS. 2. PERMEABLE BACKFILL MATERIAL MUST BE CLASS 1 , TYPE B, COMPLYING WITH SECTION 68-2.02F. 3. EARTHWORK MUST COMPLY WITH SECTION 19 OF THE SPECIFICATIONS. 3. GRANULAR BASE MATERIAL MUST BE GRAVEL, CRUSHED GRAVEL, CRUSHED ROCK, OR ANY COMBINATION OF 4. ALL BLOCK DIMENSIONS SHOWN ARE NOMINAL. DESIGN TOLERANCES MAY VARY PLUS OR MINUS Y2° PER THESE AND MUST NOT EXCEED 1 - 1 /2 INCHES IN GREATEST DIMENSION. MANUFACTURER'S SPECIFICATIONS. 4. PREFORMED EXPANSION JOINT FILLER MUST COMPLY WITH ASTM D1751 . 5. POST POCKETS TO BE LOCATED 6" MIN FROM EDGE OF BENCH BLOCKS. SEE "LANDSCAPING PLANS" FOR POST SPACING, E. CONSTRUCTION B. SUBMITTALS 1 . FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF CONCRETE BLOCKS. 1 . SUBMIT A CERTIFICATE OF COMPLIANCE FOR THE PRECAST MODULAR CONCRETE BLOCKS. 2. GRADE THE FOUNDATION AS SHOWN AND COMPACT MATERIAL TO A RELATIVE COMPACTION OF 95 PERCENT. START WALL CONSTRUCTION AFTER THE ENGINEER ACCEPTS THE COMPACTED FOUNDATION AREA. oa C. QUALITY ASSURANCE 3. PLACE, SCREED, AND COMPACT GRANULAR BASE MATERIAL TO THE LINE, GRADE, AND BATTER SHOWN. THE 1 . CONSTRUCT A 30-INCH BY 30-INCH TEST PANEL AT AN AUTHORIZED LOCATION TO REPRESENT THE GRANULAR BASE MATERIAL MUST BE A MINIMUM OF SIX INCHES THICK. APPEARANCE OF THE CONCRETE BLOCK. CONSTRUCT THE TEST PANEL USING THE PERSONNEL, MATERIALS, U EQUIPMENT, AND METHODS TO BE USED IN THE WORK. OBTAIN AUTHORIZATION BEFORE STARTING WORK. 4. PLACE NO MORE THAN TWO COURSES OF BATTERED BLOCK BEFORE BACKFILLING. o� oa 2. THE ENGINEER USES THE AUTHORIZED TEST PANEL TO DETERMINE ACCEPTABILITY OF THE WORK. QROFESSioN H � AP4'0 9�Fy rc ^ m ¢ \ y KB1H J. GAZ2 n D� �� ° KLEINFELDER 58952 K A w ° MOWN COUNTY - m � s Bright People, ,� CIVIL P 550 West oa�zo/zo TRANSIT DISTRICT ° REVISIONS PPRgff re4(TA H0WUPftCES DATE BENCHMARK I SCALE I DESIGSD BY sM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. AS-BUILT 12/11/19 PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED IMPROVEMENT PLANS FOR: HORIZONTAL AS SHOWN , DATE: 11/27/17 BY: BY: COASTAL RAIL TRAIL 34 m ! R,C.E. NO. 58952 VERTICAL: AS SHOWN KEITH Q ZAWAY DATE: DATE: MODULAR BLOCK DETAILS 6/30/19 io EXP. WORK PROJECT NO. SHEET 34 OF 86 N.E. Job no. 117-131.1 BVC STA 85+53.40 EVC STA 83+45.71 ELEV 54.00 ELEV 52.87' 224.03' VC +0.544% L 126.20' VC R/C = 1 .24%/STA PROFILE GRADE R/C = -4. 12%/STA NO SCALE METAL 52'-2" MEASURED ALONG CE BRIDGE RAILING, TYR BB EB F FG G J M CL BRIDGE = CL TRAIL \ 6,-0" 6,-0" Ey rn ow APPROX OG /vi'�V//�`/ fjf/ 7 1 - - - i - � / RAILING. TYR a - n L - L J w rI CAST-IN-PLACE -H o Q ABUTMENT 1 ABUTMENT 2 ro w N CONCRETE CHANNEL, CONCRETE DECK PROFILE GRADE of �� BY OTHERS �<qy�L_ — J �� + DATUM ELEVATION 36.00' /�� // \��/ 85+00 84+50 84+75 85+25 ELEVATION TYPICAL SECTION 1 "= 5'_0" 1 Y2 1 ,_011 � \ TOP OF TOE OF _ _ SLOPE \ � � TOP OF TOE OF \ \ � SLOPE - SLOPE SLOPE VARIES \ JP � _ METAL —_ \ /j� RAILING, TYP \ ` RAILROAD R/W - ABBREVATIONS BB BEGIN BRIDGE EB STA 85+08.00 CLR CLEAR BB STA 84+55.83 o i / 1` ELEV 53.76' DIA DIAMETER ELEV 53.47' _ BRIDGE \ 00+ 85 BC STA 85+08.81 EB END BRIDGE o \ S37 401 '58"E _ _ 'CL TRAIL ELEV ELEVATION 84+50 84+75 LOL LAYOUT LINE o \\ \V A A •Xy_ - - TYR TYPICAL � WW WINGWALL LEGEND: <= - INDICATES DIRECTION OF TRAFFIC EXIST PEDESTRIAN BRIDGE AND - - INDICATES EXISTING STRUCTURE FOUNDATION TO BE REMOVED TOP CONCRETE CHANNEL \ \ \ i` ' \ � _- _ - , � P SLOPEOF - INDICATES PROPOSED STRUCTURE BY OTHERS INDICATES STRUCTURE BY OTHERS TOE OF AS-BUILT: OH�2O�20 /' /' SLOPE IRFAN KALHORO, PE CURVE DATA TABLE CURVE NO. DELTA RADIUS TANGENT LENGTH C45 46 410'32" 50.00' 21 .31 ' 40.30' < S - TOE OF o � SLOPE QpOF ESS 2BV o � .P 2 �i4NDA KEITH . GAZAW ° h ^ n / \ PLAN sB9s2 A KL EI NFELDER a \ ' Bright people. Right Solutions. NORTH COUNTY fish, 1 ' 5'-0" tlS CIVIL h° V 550 bst C Street, Suite INN San Diego, CA. 92101 TRANSIT DISTRICT f4�` OF CAL1F0�� Tel (619) 031-4600 N � o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK scAr� APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. <�o am "' o vv'i v AS-BUILT 12/11/19 IMPROVEMENT PLANS FOR: oyo PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED msoN < o, HORIZONTAL: AS SHOWN DATE: 5/17/18 BY: BY: COASTAL RAIL TRAIL A ° < z � VERTICAL: AS SHOWN R.C.E. NO. 56852 BRIDGE PLANS - GENERAL PLAN =9 N KEITH 0 ZAWAY 6 130119 DATE: DATE: z u ii EXP. WORK PROJECT N0. SHEET 35 OF 56 N.E. Job no. 117-131.1 INDEX TO BRDGE PLANS SPECIFICATIONS PLAN SYMBOLS DRAWING NO. TITLE STANDARD SPECIFICATIONS DATED JUNE 2015, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION SECTION IDENTIFICATION 35 GENERAL PLAN 36 GENERAL NOTES SPECIAL PROVISIONS FOR THE CONSTRUCTION OF THIS PROJECT 37 FOUNDATION PLAN a n 38 ABUTMENT LAYOUT MAXIMUM UNFACTORED SUPERSTRUCTURE REACTIONS Z 39 ABUTMENT DETAILS 5 ow 40 METAL RAILING DETAILS DC 12.2 kips / BEARING x U zZ LL/PL 13.5 kips / BEARING J Z GENERAL NOTES ws 2.3f3.7 kips / BEARING ww U J � Q x � DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 6TH EDITION, PREFABRICATED STEEL PEDESTRIAN BRIDGE NOTES K WITH THE CALIFORNIA AMENDMENTS PREFACE DATED JANUARY 2014, AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES A. GENERAL DATED DECEMBER 2009, WITH THE 2015 INTERIM REVISIONS 1 . THIS WORK CONSISTS OF FURNISHING AND ERECTING A SINGLE-SPAN PREFABRICATED STEEL TRUSS SUPERSTRUCTURE FOR THE ENCINITAS COASTAL RAIL TRAIL ADJACENT TO SAN ELIJO AVENUE. LIVE LOAD: H10 VEHICLE AND 90 PSF PEDESTRIAN LOADING 2. STEEL BRIDGE DESIGN MUST BE IN ACCORDANCE WITH THE SIXTH EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LOAD AND RESISTANCE FACTOR (LRFD) BRIDGE DESIGN SPECIFICATIONS (BDS) WITH SEISMIC DESIGN: CALTRANS SEISMIC DESIGN CRITERIA (SDC), VERSION 1 .7, DATED APRIL 2013 CALTRANS AMENDMENTS, AND AS SUPPLEMENTED BY THE AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES DATED DECEMBER 2009, WITH THE 2015 INTERIM REVISIONS. SEISMIC LOADING: SOIL PROFILE: Vs30 = 886 ft/s (270 m/s) 3. THE DESIGN LIVE LOAD MUST BE 90 PSF UNIFORM PEDESTRIAN LIVE LOAD OR ONE H10 VEHICLE, WHICHEVER GOVERNS FOR MOMENT MAGNITUDE: Mmax = 6.9 ANY BRIDGE MEMBER. PEAK GROUND ACCELERATION = 0.5 g 4. BRIDGE WIDTH MUST BE 12-0" MEASURED FROM THE INSIDE FACE OF STRUCTURAL ELEMENTS. OTHER DIMENSIONS MUST SATISFY 0.9 DESIGN REQUIREMENTS AND FOUNDATION LAYOUT GEOMETRY. Z J¢ 0i 5. MAXIMUM RAILING OPENING SIZE MUST BE 4". 0 0.6 w a 6. IRE WOOD RUB RAILS MUST BE PROVIDED FROM 36" TO 44" ABOVE CONCRETE DECK ELEVATION. w � v � 0.3 a B. SUBMITTALS 0.0 1 . SUBMIT WORKING DRAWINGS AND CALCULATIONS. DRAWINGS AND CALCULATIONS MUST INCLUDE DESIGN INFORMATION NECESSARY TO 0.0 1 .0 2.0 3.0 4.0 5.0 CONSTRUCT THE BRIDGE AND DEMONSTRATE ITS STRUCTURAL ADEQUACY. SUBMITTAL DOCUMENTS MUST BE SIGNED AND STAMPED BY A PERIOD (SECONDS) PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. 2. SUBMIT A CERTIFICATE OF COMPLIANCE FOR THE STEEL BRIDGE. INCLUDE WARRANTY. SOIL: TSUL = 120 pcf C. QUALITY ASSURANCE EFPACTIVE = 35 pcf 1 . THE STEEL BRIDGE FABRICATOR MUST BE AISC CERTIFIED FOR SIMPLE STEEL BRIDGES WITH FRACTURE CRITICAL ENDORSEMENT. REINFORCED 2. THE BRIDGE MANUFACTURER MUST WARRANT THE STEEL STRUCTURE TO BE FREE OF DESIGN, MATERIAL AND WORKMANSHIP DEFECTS CONCRETE: f'c = 3.6 ksi FOR A PERIOD OF TEN YEARS FROM THE DATE OF DELIVERY. D. MATERIALS 1 . PREFABRICATED STEEL PEDESTRIAN BRIDGES MUST CONSIST OF GALVANIZED AND PAINTED STEEL PRATT TRUSSES. 2. GALVANIZE STEEL BRIDGE COMPONENTS UNDER SECTION 75- 1 .028. PAINT GALVANIZED SURFACES UNDER SECTION 59-3. THE SECOND FINISH COAT COLOR MUST MATCH COLOR NO. 30080 OF FED-STD-595. 3. STEEL FORMS FOR THE BRIDGE DECK AND ALL HARDWARE SHALL BE GALVANIZED. 0 4. NUTS AND WASHERS MUST COMPLY WITH ASTM A563 AND ASTM F436. NUTS MUST BE LOCKED TO PREVENT UNAUTHORIZED REMOVAL. ITj 08/20/20 5. GREASE USED UNDER BEARING PLATES MUST BE RECOMMENDED BY MANUFACTURER FOR CORROSION PROTECTION WHICH WILL NOT MELT OR RUN AT A TEMPERATURE OF 300 DEGREES F. IRFAN KALHORO, PE E. CONSTRUCTION Vo 1 . THE CONCRETE BRIDGE DECK MUST COMPLY WITH SECTION 51 . THE DECK MUST BE CAST WITHOUT TRANSVERSE CROSS-SLOPE AND is CAST NOT LOWER THAN THE SIDE FORMS SUCH THAT WATER IS FREE TO FLOW OFF THE SIDES OF THE BRIDGE DECK. os o � QµOF ESS/ONq v, J AP4'0 `Fy rc ^ o ¢ \ y KB1H J. GAZAWA7 is C!!1SA KLEINFELDER 58952 'JOB Bright people. Right Solutions, NORTH COUNTY CIVIL As 559 West 961,�t �1e ,299 � Diego, CA. 92,9, TRANSIT DISTRICT - �' � L,FO 'P Tel (619) 831-4600 a � 0 $ REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCAB DESIGSD BY SM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. �N o � v AS-BUILT 1 1 1121111191 IMPROVEMENT PLANS FOR! PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED ooHORIZONTAL: AS SHOWN DATE: 11/27/17 BY: BY: COASTAL RAIL TRAIL 36 R,C.E. NO. 58952 - � VERTICAL; AS SHOWN KEI H - GENERAL NOTES 6/30/19 Z u EXP. WORK PROJECT NO SHEET 36 OF 86 N.E. Job no. 117-131.1 � W _ EXIST WATER LINE _ TO BE PROTECTED EXIST FENCE (TO — IN PLACE BE REMOVED) a 1/\\ ABUTMENT 2 RAILROAD R/W \� — BC WW LOL 7.50' LT ow ABUTMENT CE ABUTMENT 1 I I �\\\\ \ \\ \ STA 85+08.81 Jz WW LOL I \ \ \ \\ S37*01 '58"E, TYP WW LOL _ — S37°01 '58' E a — — /n \ 46.50' EXIST GAS LINE TO � _ J 46.00' I / \ \ \ \ PLACE PROTECTED IN < \ wN STA 84+57.29 �� III I1 \\ \ \ \ \ STA 85+06.88 R=57.50\ I \ \ BC STA 85+08.81 o CE TRAIL 84+5 84 \ 85+00 _ _ _ 537'01 '58"E \ �\ I 1 +75 WW LOL 4 —� \ 537'01 '58"E — — WW LOL \\ \ I \ EXIST PEDESTRIAN BRIDGE AND R=42.50' c� FOUNDATION TO BE REMOVED. EXIST FENCE (TO BC WINGWALL LOL 7.50' \ SEE NOTE RT STA 85+08.81 BE REMOVED) \ \ �� EXIST FENCE TO BE REMOVED PLAN 1 "= 5'-0" SPREAD FOOTING DATA TABLE CURVE DATA TABLE LEGEND: _ SERVICE STRENGTH / CONSTRUCTION EXTREME EVENT CURVE NO. DELTA RADIUS TANGENT LENGTH AS-BUILT: 08/20/20 SUPPORT PERMISSIBLE NET FACTORED GROSS NOMINAL FACTORED GROSS NOMINAL < LOCATION CONTACT STRESS BEARING RESISTANCE BEARING RESISTANCE 46.XX' INDICATES BOTTOM OF FOOTING ELEVATION C45 46' 10'32" 50.00' 21 .31 ' 40.30' (SETTLEMENT) (�b = 0.55 tb = 1 .00 IRFAN KALHORO, PE (ksf) ksf) (ksf) NOTE: i� EXISTING BRIDGE FOUNDATION SHALL BE REMOVED ABUTMENT 1 2.3 5.61 10.2 3'-0° MINIMUM BELOW FINAL GRADE. ABUTMENT 2 2.3 5.61 10.2 O/ o � QµOF ESS/ONq m ¢ \ y MEN J. GAZAWA7 nD� �� ° KLEINFELDER 58952 w ° Bright people, p/e„, Solutions, NORTH COUNTY ' CIVIL 'A 550 West C Street Suite 1200 San Diego. CA. 92101 TRANSIT DISTRICT �qlF CAUFO \P Tel (619) 831-4600 a mOO REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIG SD BY SM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. %N 4:l AS-BUILT 112J111191 PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED IMPROVEMENT PLANS FORT -/f nso HORIZONTAL. AS SHOWN DATE: 11/27/17 Br: Br: COASTAL RAIL TRAIL . l7 mo ° QUO R,C.E. NO. 58952 V VERTICAL: as SHOWN KEITH o zawav DATE: DATE: BRIDGE PLANS — FOUNDATION PLAN 6/30/19 Z u EXP. WORK PROJECT N0. SHEET 37 OF 66 N.E. Job no. 117-131.1 WW LOT WW LOL BRIDGE WW LOL r WW LOL f CAP ENDS, I rT TYR n CAP ENDS, I I I I I I n TYP METAL RAILING, SEE"METAL RAILING 3" DIA PLASTIC PIPE METAL RAILING, SEE i DS BROWN JP- 100 COMPRESSION SEAL CL ABUTMENT #5 --� TOTAL 4 CL ABUTMENT 3Y2" BB OR EB (2 EACH FACE) 1 ._0., 2'-21'2" #5 18 (B�-_ #51-1 TOTAL 3 FS #7 � TOTAL 2 I (EXTEND TO OUTER EDGE OF WINGWALLS) o #5 TOT 3 SEE "ANCHOR ROD DETAIL" OPTIONAL CONSTRUCTION #5 ® 12 JOINT __ o #7 TOTAL 2 #5F-1 Q 12 1 GEOCOMPOSITE i z DRAIN Iy ow #5 F-1 TOTAL 5 z N z #5 ® 12 a - N FG w # o Q (EXTEND T02 OUTER (OUTSIDE 3 FACE) w 0 EDGE OF WINGWALLS) #5 O 12 EMBED Of 1'-3'� INTO FOOTING #5 0 12 o #5 ® 12 2" CLR, TYP (EACH FACE) 0 SEE "DRAINAGE #5 @ 12 DETAILS" CONSTRUCTION 3 ' CLR �� `� - --- - -- - JOINT--- 3° DIA PLASTIC #5 TOTAL 2 3" CLR, TYP If' _i_ _ __ PIPE - EXTEND y r. J fi_ ____ TO DAYLIGHT ___ __ __________ __ ____ ___ (EACH FACE) #5 #5 @ 12 I d � U 3" CLR I 3'-9" 3'-9" NOTE: METAL RAILING NOT SHOWN FOR CLARITY L 1s. WINGWALL ELEVATION FS WW LOL 3/4'•_ 1 ._0.. SECTION A-A 3/a„- � 7 7 GEOCOMPOSITE DRAIN GEOCOMPOSITE DRAIN I FILTER FABRIC FILTER FABRIC ABUTMENT #5 � BACKWALL 3” DIA PLASTIC 3" DIA PLASTIC \\ FIG o PIPE (SLOTTED) o PIPE (SLOTTED) 4" 6" ANCHOR ROD, TYP #7 � � TPB TPB TOP OF I I \\� j�% DRAINAGE FOOTING ROD DIA HEADED ANCHOR #5 LJ PAD (MINOR 4" Y� ROD (THREAD 4J/4 P, MIN) TOP OF 2° CLR, TYP � CONCRETE TOTAL 4 PER ABUTMENT _a ABUTMENT SEAT GEOCOMPOSITE I__ T 4 ' ) 4DRAIN #5 �i SEE "DRAINAGE WffHOUT FOOTING WITH FOOTING DETAILS" #5 m DRAINAGE DETAILS L - - a o NO SCALE in % AS-BUILT: 08/20/20 o ANCHOR ROD DETAIL SECTION B-B OFESSIO -0„ a4t ou IRFAN KALHORO, PE a ;ANDA KEITH�AZAW ° h ^ n ma \ ��/ w 58952 m KLEINFELDER �� A ' Bright people, Right Sn,uHOns. NORTH COUNTY - «s CIVIL m h° V 550 111 C Street, Suite IZ00 San Oiw, CA. 92101 TRANSIT DISTRICT f4�` OF CAL1F0�� Tel (619) 031-4600 a ° 10 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK scAT,E APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. c n v am AS-BUILT 12 11 19 PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED IMPROVEMENT PLANS FOR: o, obi HORIZONTAL: AS SHOWN// - DAB: 5/17/18 BY: BY: COASTAL RAIL TRAIL 39 R.C.E. NO. 56952 VERTICAL: AS SHOWN KEITH 0 ZAWAY EXP 6/30/19 DATE: DATE: BRIDGE PLANS — ABUTMENT DETAILS WORK PROJECT NO. SHEET 39 OF 56 N.E. Job no. 117-131.1 LIMIT OF PAYMENT FOR METAL RAILING 6" CL POST, TYP C 6" I I 1, I Y„ Y4" CAP PLATE, TYP J M Q Z CC N Cow TYP NZ N Q 6 J Z a - oN W W U J � Q X U W (A � II II I II II o ill III TOP OF ABUTMENT II II END WINGWALL WINGWALL BACKWALL --,,,. 1 -JI I C METAL RAIUNG ELEVA11ON NO SCALE 6" WW LOL CL POST 3" DIA STANDARD 211 DIA PIPE, TYP POST STANDARD PIPE, TYP MORTAR TO MATCH 4"X5"X9" OR CONCRETE COLOR 5" DIA X 9" MPOST POCKET I as 37/81, TYP #4 w SEE "POST WINGWALL TOTAL 2 PER POST ANCHORAGE DETAIL" '" FS 5•• X 1 '-4 TO I TOTAL 4 ' � I 4" MAX — POST ANCHORAGE DETAIL om1Y2 ° 1 ._O.. trim ix <% SECTION C—C 1 ._011 a a AS-BUILT: 08/20/20 pOFESS e�0 Q fp4, . 4� Q0p IRFANKALHORO, PE KEITH GA® �A/VDA a ZAW Y in go a 58952 a a � < KLEINFELDER NORTH COUNTY ° Bright people, Right Solutions. � CIVIL +Y m�a �� 550 Nest C Street, Suite 6119112 gN00 Diego, CA. 92101 TRANSIT DISTRICT 4�OF CALffp0.� n 8 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESI NEO BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVnNC NO J.S. G.B. S.M. nod AS-BUILT 51718 PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED IMPROVEMENT PLANS FOR: m2585j5j 101 '8 HORIZONTAL: AS SHOWN �/ DATE: 5/17/18 BY: BY: COASTAL RAIL TRAIL 40 �gzH � R.C.E. NO. 58952 < J � VERTICAL: As SHOWN KEITH o znwAY DATE: DATE: BRIDGE PLANS - METAL RAILING DETAILS m � w E XP. 6/30/19 WORK PROJECT N0. SHEET 400E 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. J M \. \, _ Of ., —� \ \. s PER TYPE I CONCRETE - _ _ _ _ - - - - - - z_ � r Jz �, 1. :. ..; CIVIL PAVING __ _ - ____•__ --_ o N �.—.�• w w _ AVE PER TYPE 2 EXPOSED / '� N CIVIL AGGREGATE /� -� _- PAVERS PER �• '� D CONCRETE PAVING ��_� - - '�•�,— --------__ _ 3nroy CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. /J Ow , 1 _ SAN LI • A, E. T � AVERS PER ! > U I Up J IL O =�. r .—r . —r�r rr—rr •– --r r . rr _ r rr11----��_—.—_'_ _��+. - rr r—r . W ULM - - - 2�r , r—rrr w - - - - , _ ---- - - � (n I I e I I l I I I I I I : . m pp W— - (n — m r - - — — —mi 2= PER TYPE 1 CONCRETE -_ EJ-1 EXPANSION A 0 i r -0IVIL PAVING - - — JOINT. TYP. — — W — PER TYPE 2 EXPOSED B F-2 CABLE GUARDRAIL X� WPA WEAKENED - - - C PLANE JOINT, LC-17 CIVIL AGGREGATE LC-18 FENCE TYP. = CONCRETE PAVING _ — TJ-1 TOOLED A C JOINT, TYP. LC-17 LC-1 LC-2 I LC-3 I LC-4 I LC-51 LC-6 I LC-7 I LC-8 I LC-9 I LC-10 i LC-11 I LC-12 I LC-13 1 LC-14 i LC-15 KEY MAP NTS NORTH AS-BUILT: 08/20/20 3916 Normal Street 0 10 20 40 60 San Diego, CA 92103 IRFAN KALHORO, PE 619.294.4477 / \,pNDSCgpf NORTH SCALE: 1"= 20' w .ktuaxom ! F0 SIN T(M)292-7770 J No. 23 PANDA OWI Engineering p Nasland Surveying Se RunerrSS� Exp.9 30 19 Land Planning NORTH COUNTY naslan'"m TRANSIT DISTRICT - F of CnoFO� LC-2 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS-BUILT 1 101/31/20 1 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A NO. 2386 LANDSCAPE CONSTRUCTION PLAN MIC�AEL SINGI_Efbkl EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 42 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. JOIN Q M rr ! 1 oLn _ o H — — W — _+(r. —rrrr—r� ----- .L. �•� r �r�,:iT�Y.��—�r 0 _ _ 2 LLI -_ — -- k;-PAVERS PER – rTr— r r _ _- r_— r—�—_—� _ — r _ r_r r - _�_-- r r r ___ _-- --_—_ .---- —.-----CIVIL _ _ _ _ W - W _ -- - — — — - ! — (A 1 Z M H - `�. - EJ-1 EXPANSION A - - - - __ - _ - - . - - _ - �7 V'�♦ --�_ r Q s PER TYPE 1 CONCRETE - - _ - - - - - - - - - - - - - - - - - JOINT, TYP. LC-17 _- � - v»�c,r CIVIL PAVING - WP-1 WEAKENED PLANE JOINT, LC-17 - C PER TYPE 2 EXPOSED - TYP. - CIVIL AGGREGATE C CONCRETE PAVING Ti-1 TOOLED A __ JOINT, TYP. LC-17 - - - �� B F-2 CABLE GUARDRAIL � LC-18 FENCE � LC-1 LC-2 I LC-3 I LC-4 i LC-51 LC-6 I LC-7 I LC-8 I LC-9 I LC-10 i LC-11 I LC-12 I LC-13 1 LC-14 i LC-15 KEY MAP NTS NORTH AS-BUILT: 08/20/20 I\/\�A��\f 3916 Normal Street W 0 10 20 40 60 San Diego, CA 92103 1 RFAN KALHORO, PE 619.294.4477 � jNDSCgpF NORTH SCALE: 1•= 20' www.ktua.com 0 l SIN 99 �y J PANDA Ovll Engineering T(M)292-7TIO No. 23 {i Nasland Surveying 47 RuffnwSven EIP.9 30 19 Lend Planning NORTH COUNTY TRANSIT DISTRICT ' F of CK0 LC-3 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS–BUILT I I 101/31/2C IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED HORIZONTAL:VERTICAL: AS SHOWN A N0. 43 AS SHOWN DATE: 11/15/17 BY: BY: COASTAL RAIL TRAIL MIC EL SINGLE N L.L. EXP. 8//3030/19 DATE: DATE: LANDSCAPE CONSTRUCTION PLAN WORK PROJECT NO. SHEET 43 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. z 0 OZ N _ Q Z � oN V LJ Q t S(IA D � N J \N ELIJO AVE. • �I�,�I�,�I--1�1- ^ AVERS PER - . _—_ - _— — ° W .—.—.—. —_ —.�.—.—. —. _ •--CIVIL-_____ _ _ __ � r W _ • • L -�-L L Y 1-f� 1 1 J ...1 c•i'�•. 'r�rilr«V �rrra. L ]t�� m � — - - �r 7 1 W W - cn M (n m lap z : : M MM _ =__- TYPE 1 CONCRETE -- EJ-1 EXPANSION A ��•• _ - V PAVING - - JOINT, TYP. r as tr WP-1 WEAKENED A _ _ _ M PER TYPE 2 EXPOSED PLANE JOINT, LC-17 M CIVIL AGGREGATE TYP. ME CONCRETE PAVING - - M TJ-1 TOOLED A M - JOINT, TYP. LC-17 M B F-2 CABLE GUARDRAIL - M M l'Y LC-18 FENCE �_ M LC-1 LC-2 LC-3 LC-4 LC-5 LC-6 LC-7 LC-8 LC-9 LC-10 i LC-11 I LC-12 I LC-13 1 LC-14 i LC-15 KEY MAP NTS NORTH AS-BUILT: IF 08/20/20 I\/\�A��\f 3916 Normal Street W o 10 20 40 so San Diego, CA 92103 I RFAN KALHO RO, PE 619.294.4477 � \,pNDSCgpF NORTH SCALE: 1"= 20' www.ktua.com FO V SIN ANDA J Ovll Engineering T(ese)292-]no No. 23 p Nasland Surveying s:90ongicAsteet Exp.g 30 19 Land Planning NORTH COUNTY TRANSIT DISTRICT ' F OF CNV\Fo LC-4 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVnNC No. AS-BUILT 01/31/2 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 44 HORIZONTAL: AS SHOWN DATE, 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL INGLE N EXP. 9/30/15 DATE: DATE: WORK PROJECT N0. SHEET 44 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, C I I I I PLANT SCHEDULE, NOTES AND DETAILS. i 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. C I ¢ w rr , I II 1 `I �•� -- I ,�•�� PA—V,.E>RIS PER J „ PER TYPE 1 CONCRETE _-�• CIV PpJNG �. az w =—:—: PER 2�SED 1 ` ---, �•�. _ '�: __ __ten-- �� _ '^ - CIVI AGGREGATE •�: - - � t� _ -- - m r 1 -. a- v W —•--,—, ._CONCRETE PAYING_ _ I 1 M LLI —�—�—• -r _ - I I- _-�, s I 1 IM m W Z I l • I 1 EXPANSION A = Ill .... _ m _ DINT, TYP. LC-17 W U � ME ME PER TYPE 2 EXPOSED _ _ 0 S AGGREGATE _ _ _ _ . _. _ WP-1 WEAKENED- ---A- -- � CONCRETE PAVING -- - _ _ - - - - - - - - - PLANE JOINT,- LC-17 - ME C - - - - TYP. C TJ-1 TOOLED A JOINT, TYP. LC-17 C Y B F-2 CABLE GUARDRAIL - - - - LC-18 FENCE - - - - - — - - - - LC-1 LC-2 I LC-3 I LC-4 i LC-51 LC-6 i LC-7 t LC-8 I LC-9 I LC-10 i LC-11 1 LC-12 I LC-131 LC-14 i LC-15 KEY MAP NTS NORTH AS-BUILT: 08/20/20 \/\�A�\� INEENEENE 3916 Normal Street 0 10 20 40 60 San Diego, CA 92103 I RFAN KALH O RO, PE 619.294.4477 \,pNDSCApF NORTH SCALE: 1•= 20' 4. . w .ktua.cora Fo l SIN r(ase)xax-7no 71 No, 23 QSMDA Nasland S"�9'�"ng 47Offi erSun -V Exp.9 30 19 Land Planning tea. NORTH COUNTY NTY TRANSIT DISTRICT F of cn F - o LC-5 REVISIONS APPROVED DATE I REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.HIAH AN AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 45 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A NO. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 45 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. _ I I z 0i -. I } PER TYPE 1 CONCRETE"— �.�'�•"��^' �' " �.�'� � . zz �' v 1 . " " CIVIL AVING '� J z " �,�• -_ "�• �.�"�• PROTECT IN PLACE C a - .�• "�"� �•�' EXISTING �. N J .�.�•�• "�"� �. �• VEGETATION D v w PE TYPE 2 EXPOSED •�' - _ _ m ¢ �CIVIL AGGREGATE N W " — .CONCRETE PAVING _ o — — — — - - - - - - —w — — ITI r — w - -_ - Z - - -' - - = m -' - - -- (0 -_ - — EJ-1 EXPANSION A 1L - -A Q -- --- F-2 CABLE GUARDRAIL _ v B P-1 WEAKENED A — _ — FENCE — — - - -----y — PLANE JOINT, LC 17 TYR TJ-1 TOOLED A �_ JOINT, TYP. LC-17 LC-1 LC-2 I LC-3 I LC-4 I LC-51 LC-6 I LC-7 I LC-8 I LC-9 I LC-10 i LC-11 i LC-12 I LC-13 1 LC-14 i LC-15 KEY MAP NTS NORTH AS-BUILT: oa/io/2o 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 � `// - �pNDSCgpF NORTH SCALE: 1m= 20' .ktua.com � _ -- - Fo l SIN w 7(858)292 4/]0 J No. 23 IA/DA ONI Engl,reering p Nasland Surveying 47^q�erU5�1 Exp.g 30 19 Land Planning NORTH COUNTY nadanckm TRANSIT DISTRICT - F of CnoF° LC-6 i DRAWN BY 1 CHECKED BY REVISIONS APPROVED DATE I REFERENCES I DATE I BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVnNC No. AS—BUILT 1 101/31/201 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN I I A NO. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL SINGLE N EXP. 8/30/19 DATE: DATE: WORK PROJECT N0. SHEET 46 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION �• \ 1 MATERIAL SCHEDULE, DETAILS. C \ \ I I I 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, ' IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CI-1L PLANS FOR ADDITIONAL INFORMATION. • I 11 3 I � �• _ � r r PROTECT IN PLACE o =— EXISTING VEGEQN�1� ' �•�• , _ - ' ,✓- U) ' ,g PER TYPE CON RC ETE -�� - _ _ --/ - �. T m -- �•�� _ ' CIVIL .T-"- - - PER - TYPE 2EXPOSED i=� - -- '� C CIVIL AGGREGATE _ ---- ----- - CONCRETE PAVING - - - PER TYPE EXPOSED — (� AGGREGATE CONCRETE PAVING C — rr - 1 � _ -/rG -- ' D LU _ - _ - _ _ DRAINAGE _ _ -'- { � � .�,!� COLLECTOR \\ A Y � _ ` � T^"— PER CIVIL. _ r— � - 2C�- 1 p L11 J- _ t _ ,� /,. G-1 VEHICULAR GATE ` Uj -- LC-18 1 _ z ��—�-+ - - - - - - - - - - - - - - - - - - - J — - -A-' EJ-1 EXPANSION _ - —•�� LC-17 JOINT, TYP. - - - — — — - - - — — U — — - ---------- --_ _ _ - A - -WP-1 WEAKENE _ - LC-17 PLANE JOINT, TYR LC-1 LC-2 I LC-3 I LC-4 I LC-51 LC-6 I LC-7 I LC-8 I LC-9 I LC-10 i LC-11 1 LC-12 I LC-131 LC-14 i LC-15 _ A TJ-1 TOOLED B F-2 CABLE GUARDRAIL i i i i i i i �. AS-BUILT: 08/20/20 LC-17 JOINT, TYP. LC-18 FENCE _ - - - — IRFAN KALHORO, PE _ _ KEY MAP NTS 3916 Normal Street W o 10 20 40 60 San Diego, CA 92103 NOTE: REFER TO SHEET LP-16 FOR 619.294.4477 PLANT PALETTES �pNDSCgpF NORTH SCALE: 1"= 20' www.ktua.com F0 l SIN s r(esa)2za-7lN J No, 23 PANDA Civil Engineering u Nasland Surveying Sana�GSnii1 ExP.9 30 19 Land Planning NORTH COUNTY �p TRANSIT DISTRICT 'TF OF M--v ° LC-7 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK I SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS-BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 4 7 HORIZONTAL: AS SHOWN DATE, 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 47 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS ILIA THROUGH LI-10 FOR IRRIGATION PLANS, HIM I N\ IRRIGATION SCHEDULE, NOTES AND DETAILS. i I Nom\ 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, HIM I PLANT SCHEDULE, NOTES AND DETAILS. = I - - --- 4. REFER TO CIVIL FOR ADDITIONAL INFORMATION. \ I - - J M - I I I -.i _ .�• _____ Q HIM ME U UI Z N _ _ _ i.i'-' -,ice�j.- -.i•-• !. ,i,i1 i ' i.�•-" ' � Z - J - Q U -' i' r i ME _ C n r p � o V � �, � `1�`:, PER TYPE 1 CONCRETE J CIVIL PAVING •' T..Z m w = - --- ---- - LU - -- cn 2 PER TYPE 2 EXPOSED M_ U) _ CIVIL AGGREGATE -- - /- - __ w - -CONCRETE PAVING - LU / - _ -__- -- -__ - - - = m —r - -- m Z A 11 -IUaT: os�zo�zo /tt y / - - - - - - - -` - - IRFANKALHORO PE _ - -- -- -- - - - - - - - - - - - - - "_.. 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AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED � A HORIZONTAL: AS SHOWN DATE: 11/15/17 BY: BY: COASTAL RAIL TRAIL (oJ VERTICAL: AS SHOWN L.L.A N0. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL SINGLE N EXP. 8/30/19 DATE: DATE: WORK PROJECT NO. SHEET 48 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. — 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. p < p p =_ Q Z I \ I m N m ' OW 2 NZ N - • I ee � s - o 'L' I _ —CONCRETE APRON AND n1� ow o — — TRUNCATED DOME PER - - � — CIVI _ 1 wo 0 �'' - _-.= ��'��• DRAINAGE *' 2 ME �•�'� COLLECTOR x — r r °' • PER '� 1 CONCRETE PER CIVIL. = - Z It Ill ME AI A — F (n - "' c X'r t z 9 z a.�.a.,1 .koc. '. 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LC-17 U CIVIL AGGREGATE 0 CONCRETE PAVING - Q AS-BUILT: 08/20/20 B F-2 CABLE GUARDRAIL LCA LC-2 LC-3 LC-4 LC-5 LC-6 LC-7 LC-8 LC-9 LC-10 LC-11 LC-12 LC-13 LC-14 LC-15 1 LC-18 FENCE i i i i i i i i IRFAN KALHORO PE KEY MAP NTS KORTH 3916 Normal Street 0 10 20 40 60 San Diego, CA 92103 If 7Lz==" 619.294.4477 `plJOSCgpF NORTH SCALE: 1•= 20' www.ktua.com F� l SIN �y �AIVDA TI850)19'1-]TPo J NO. 23 � Civil Engineering 4740INd Sbeee LX0.9 n Nasland SD^�n9 30 19 San NORTH COUNTY Land Planning nags b,ap„ TRANSIT DISTRICT J'4TF of C LC-9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE A APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.H/MB AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 49 HORIZONTAL: AS SHOWN DATE: 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L ILA N0. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL SINGLE N EXP. 9/30/18 DATE: DATE: WORK PROJECT NO. SHEET 49 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: I 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. I 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, IL PLANT SCHEDULE, NOTES AND DETAILS. - _ - -- - - 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. INS ME WE ME ME iQ�-r __ - -- �.�.� TiJ-- - 1�1 .�• Will• Lam. ME UI 1� -+�+�+ + r_ Z ? E -:., ,f PER TYPE 1 CONCRETE - - Z INS Jz M : . - --- —; d - t �,..� CIVIL PAVING m WE �� _ 1n � « MIN U) UN ~ CIERL AGGREGATE EXPOSED \— rr�•_•.- I _ -.-e t r ,� sk- `rr ' . 1 _ m w � J cn o LU = CONCRETE PAVING - - � � z ' , 1... -�'- ' ". `cro - x y `� 2 F r - _ - - - - - = m LU LLI a1 y.,'�} n,�v .�z1 ', "� ;4. 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LC-17 WIN WIN WIN WIN- _- WIN --- WIN LC-1 LC-2 I LC-3 I LC-4 I LC-51 LC-6 I LC-7 I LC-8 I LC-9 I LC-10 i LC-11 i LC-12 I LC-131 LC-14 1 LC-15 KEY MAP NTS NORTH AS-BUILT: 08/20/20 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 � ;� \,pNDSCgpF NORTH SCALE: 1"= 20' w .ktua.com ' C� F� l SIN r(esa)2n-7no J No, 23 PANDA Sur Engineering p Nasland Surveying Sanq�°U5�r1 Exp.9 30 19 Land Planning NORTH COUNTY �, Q�Np nadaricLecirn TRANSIT DISTRICT F or cn \F LC-10 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS-BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED � O HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.I A NO. 2386 LANDSCAPE CONSTRUCTION PLAN H MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 50 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, 3. SEE SHEIETS LP-1 HEDHROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. I I I I 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. I I II j � j II z m M = I l I I I AIR ME NO M NO WE 0 ME ME !n U � I I I I •�'� ME Z � �•� Z Z N ME ME WE d ME �.�•�M ME D ME NO w • ° ` J6-AVE — ---- -.—. \� 1 M vly'�t""a s° jzY !'3 3'r7f+`, ITI cn can 1 J� V d 4 _ �� - ' • �� y EJ-1 EXPANSION r i7 +v WJOINT, TYP: i 7 NO NO Wu z ` ' s r -.• — _ _ . _ ___ _ _ WP-1 WEAKENED A - - PLANEJOINT, LCA7 L ME 11 ME (n -, - - TYP. ME ME LL1 �. +<* nx`. PER TYPE 1 CONCRETE -,,� _ _ TJ-1 TOOLED A Z C CIVIL PAVING JOINT, TYP. 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SHEET 510E 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. C 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. IZ 7 I _ D J M Q Z I Q OU Z rn Uw I -- EJ-1 EXPANSION •�� o - .-__�_---- -- --- — ICI+ I_ — JOINT, TYP. LC-17 ........ - - _ —IT , ��.—� , _.�• .110 ��'� WP-1 WEAKENED A - - - - ,y'�' PLANEJOINT, LC-17 C �.—. TYR _ TJ-1 TOOLED A � � �———_ — a_—__ •� �..1 ; � _ _ _ —•�.�•�•�•�• JOINT, TYP. 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Fo L SIN Surveying ing 47QR terSn J No. 23 PANDA Nasland Surveying Sen�leeMCA5992111 Exp.9 30 19 wAvAr Land Planning aeilena.rom NORTH COUNTY � ,�� p TRANSIT DISTRICT - F of CnoFo LC-12 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVATa CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS-BUILT 1 101/31/20 1 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 52 HORIZONTAL: AS SHOWN PATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L L NO. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0, SHEET 52 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION MATERIAL SCHEDULE, DETAILS. 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, i PLANT SCHEDULE, NOTES AND DETAILS. / 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. Q .� ��_ �.�'�•� i i�� _ —•- -.�.�• �•�' iii i � o U N • • • i • i� �I�—, i i iii i i i Q Z � z U . i p a — .J o Ln ' "-- � D W . o v LLI U) � ll.l TYPE 1 CONCRETE PER , ' ," r Z o PAVING CIVIL s = m W _ M Z TYPE 2 EXPOSED PER + " m AGGREGATE CIVIL_ - � ' ' < '} " �' _ - � � �� sy +fiP1� :: v 2 ` ` � • `�� PAW CONCRETE NG - •qTT +s ' �" 2 m Q EJ-1 EXPANSION A ......... - � JOINT, TYP. F-2 CABLE GUARDRAIL B _ _ WP-1 WEAKENED A C PLANE JOINT, LC-17 - _ FENCE_ LC-18 TYP C - TJ-1 TOOLED- - " A. . G-1 VEHICULAR GATE C �. - - - - - JOINT, TYP. LC-17 C LC-18 _ _ — _ -- - 1 1 1 i 1 1 1 1 i 1 LC-1 LC-2 I LC-3 I LC-4 I LC-51 LC-6 I LC-7 I LC-8 I LC-9 I LC-10 1 LC-11 1 LC-12 1 31 LC-14 i LC-15 1 1 1 1 1 1 i 1 1 1 1 i i 1 i 1 1 1 1 1 1 1 1 1 i i 1 i 1 1 1 1 i 1 i 1 1 1 i 1 i i 1 1 1 i 1 1 i 1 1 1 i 1 1 1 1 1 1 i KEY MAP NTS NVH AS-BUILT: IF 08/20/20 3916NOrmalStreet IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 7 mm 619.294.4477 � � �pNDSCgpf NORTH SCALE: 1"= 20' w .ktua.COm FO l SIN fr(ass)x91-7no QVII Fnglneering Nasland Surveying 4741° Uh11 Land Planning NORTH COUNTY nmhmd� TRANSIT DISTRICT F of CnvF LC-13 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANNC No. AS—BUILT 01/31/2 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 5 3 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 53 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION I MATERIAL SCHEDULE, DETAILS. C 2. SEE SHEETS ILIA THROUGH LI-10 FOR IRRIGATION PLANS, IRRIGATION SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. \ - Q I III I — \ I r I ME INS \ - w _ _ —.J- wN ME - T0r E .SA, L - - .- -' BRIDGE PER r ,-- � I i J _ PER TYPE 1 CONCRETE CIVIL. - M . - CIVIL PAVING .: -„ u v + i EJ-1 EXPANSION A WIN � T JOINT, TYP. LC-17 = > _ C PER TYPE 2 EXPOSED 0 CIVIL AGGREGATE M - CONCRETE PAVING ,1sr i3w � ' -1 WEAKENED A ''. ��.. � a PLANE JOINT. LC-17 Y� m TJ-1 TOOLED A (n W , �i�^ �h - �-� � -` 4 JOINT, TYP. LC-17 m _ � t? i u� a m w f r m LU w _ - _ , Z K - - "C--- -G-1 VEHICULAR GATE - J C yi\ 2 — 13 — Q B F-2 CABLE GUARDRAIL = LC-18 FENCE _ LC-1 LC-2 I LC-3 I LC-4 I LC-51 LC-6 I LC-7 I LC-8 I LC-9 I LC-10 i LC-11 1 LC-12 LC-13, LC-14 i LC-15 KEY MAP NTSy7� AS-BUILT: 08/20/20 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 \�J` : 619.294.4477 � � VpNDSCgpF NORTH 1'= 20' SCALE w .ktua.com � .' Fo l SIq qq�� 7(858)292-T/]0 J No. 23 LINDA Sur Engineering p Nasland Surveying SangeMaCA59212111 E P.9 30 19 savor Land Planning NORTH COUNTY nadarimilzorm TRANSIT DISTRICT F or Cn Fo LC-14 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No.HIAN AS-BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 54 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A NO. 2366 LANDSCAPE CONSTRUCTION PLAN Ell" MIC EL SINGLE N EXP. 8/30/19 DATE: DATE: WORK PROJECT N0. SHEET 54 OF 86 N.E. Job no. 117-131.1 SAN ELIJO AVA — m - - - \ cn �-A a s U _ LLI C _ O LLI _ . . . . . . . . . . . . . . . . G ; _ LLI 1 \ ' 11.1 - (n t� ,5 ` 3„u.�,+•": n i . �N1 ". - - EJ-1 EXPANSION i s� 3l i _. \ ,.... - - -• -' -' JOINT, TYP. LC-17 \\1 uj J _ �Yz'' PER TYPE 1 CONCRETE \ - 2 "� CIVIL PAVING WP-1 WEAKENED A __ _ - U = - _ _ _ _ - - PLANE JOINT, LC-17 -. . - -----r- _ TYP. _ _ _ _ Q _ CIVIL C TYPE 2 EXPOSED TJ TOOLED A PER J OINT TYP. C AGGREGATE CONCRETE PAVING --- a s CROSS REFERENCE NOTES: B F-2 CABLE GUARDRAIL / �.-c ^'�- - - ' _ - - x-"-��-- � 1. SEE SHEETS LC-16 THROUGH LC-18 FOR CONSTRUCTION LC-18 FENCE '� - " =� MATERIAL SCHEDULE, DETAILS. i -- 2. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLANS, _ -� - - IRRIGATION SCHEDULE, NOTES AND DETAILS. C i k �� - -. ------- = 3. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, - — "_ >_- _ _ _ PLANT SCHEDULE, NOTES AND DETAILS. _ _ - - - - _ - y i 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. WIN _ LC-1 LC-2 LC-3 LC-4 I LC-5 LC-6 LC-7 LC-8 LC-9 LC-10 i LC-11 I LC-12 I LC-131 LC-14 t LC-15 KEY MAP NTS NORTH AS BUILT. 08/20/20 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 � � \�pNDSCgpF NORTH SCALE: 1"= 20' w Xtuaxom 71 Ovll Engineering r(ese)2zx-mo No. 23 PANDA p Nasland Surveying s:neoefnerSa`a Exp.9 30 19 Land Planning NORTH COUNTY TRANSIT DISTRICT ' F or Cn Foa LC-15 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK scAae APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS-BUILT 01/31/2 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 5 5 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L L.L.A NO. 2386 LANDSCAPE CONSTRUCTION PLAN MIC EL SINGE N EXP. 9/30/,9 DATE: DATE: WORK PROJECT NO. SHEET 55 OF 86 N.E. Job no. 117-131.1 MATERIAL AND FINISH SCHEDULE GENERAL CONSTRUCTION NOTES KEY DETAIL / SHEET ITEM DESCRIPTION COLOR/ FINISH REMARKS SUPPLIERS 1. PRIOR TO BIDDING, THE CONTRACTOR IS TO CONFIRM CONDITIONS IN THE FIELD AFFECTING THE COMPLETION OF REFERENCE CONSTRUCTION WORK AND REPORT DISCREPANCIES TO THE OWNER/LANDSCAPE ARCHITECT. PAVING AND SURFACING 2. PROTECT EXISTING UTILITIES, CURBS AND GUTTERS, LIGHTS, SIGNS, CATCH BASINS, STREET IMPROVEMENTS DURING CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE REPLACED TO MATCH EXISTING AT CONTRACTORS OWN EXPENSE. TYPE 2 REFER TO CONSTRUCTION PLANS FOR DAVIS CONCRETE COLOR, 'x..`•,:L = SEE CIVIL ENG. CONCRETE PAVING WITH TOOLED COLOR: MATCH EXISTING Y y7iq<�S C-1 6" THICK CONCRETE LOCATIONS. MATCH EXISTING PAVING DAYTON SUPERIOR 3. CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF SITE ELEMENTS AND ALL RELATED WORK PRIOR TO PLANS PAVING SCORELINES FINISH: MATCH EXISTING ALONG SANTA FE DR. PH: (877) 266-7732 CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE RESIDENCE ENGINEER AND LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE ADJUSTMENTS IN THE FIELD. TYPE 1 CONCRETE PAVING, REFER TO CONSTRUCTION PLANS FOR SEE CIVIL ENG. 24" WIDE BAND, 6" KRC ROCK 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND ACTUAL FIELD CONDITIONS, NOTIFY n C-2 PLANS THICK EXPOSED TOOLED AGGREGATE WITH HAND REFER TO SPECIFICATIONS LOCATIONS. MATCH EXISTING PAVING PH: (858) 748-3953 LANDSCAPE ARCHITECT FOR CLARIFICATION. FAILURE TO PROVIDE NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS a AGGREGATE PAVING SEEDED AGGREGATE GATE ALONG SANTA FE DR. INCURRED TO RECTIFY THE DISCREPANCY. z it JOINTS AT ALL CONCRETE PAVING y Y4 " WIDE, " RADIUS 5. CONTRACTOR TO CONSULT WITH THE PROJECT'S SITE SUPERINTENDENT, APPROPRIATE AGENCIES, DIG ALERT, AND DRAWINGS p i A FIBER JOINT MATERIAL REFER TO CONSTRUCTION PLANS FOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES. RESPONSIBILITY FOR COSTS •""••""•• EJ-2 EXPANSION JOINT PER PLAN. FIBER EXPANSION JOINT z z �, LC-17 MATERIAL SEALANT COLOR TO MATCH LOCATIONS. INCURRED DUE TO DAMAGE OF THE UTILITIES, PIPES OR STRUCTURES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR IF ¢ ADJACENT PAVING PROPER VERIFICATION WAS NOT PERFORMED. � z d — N WEAKENED PLANE JOINTS AT ALL CONCRETE PAVING REFER TO CONSTRUCTION PLANS FOR 6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN w -- - WP-1 A 2" DEEP, WIDE, RADIUS - OBSTRUCTION AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. p J LC-17 JOINT PER PLAN. LOCATIONS. o ¢ CONTRACTOR SHALL BRING SUCH CONDITIONS TO THE ATTENTION OF THE RESIDENT ENGINEER IMMEDIATELY FOR N RESOLUTION. CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. ° TJ-1 A TOOLED JOINT JOINTS AT ALL CONCRETE PAVING Y• DEEP, WIDE, RADIUS REFER TO CONSTRUCTION PLANS FOR LC-17 PER PLAN. LOCATIONS. 7. GRADE ALL HARDSCAPE TO SLOPE TOWARDS PLANTER AREAS. MIN. SLOPE 0.5%, MAX. 2%. REFER TO CIVIL'S GRADING PLANS. 0 8. FIELD VERIFY VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN ON THE CONSTRUCTION PLANS PRIOR TO FENCING AND GATES POURING CONCRETE FLATWORK. _ CABLE GUADRAIL REDWOOD POST WITH STAINLESS 9. ENSURE THAT FINISHED GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING PAVING, CURBS AND OTHER STRUCTURES. F-2 LC-17 FENCE 4'-0" HEIGHT STEEL CABLE WIRE 10. ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT SLEEVES, ETC., ARE IN PLACE PRIOR e TO INSTALLATION OF PAVING AND CURBS. G-1 eVEHICULAR GATE 4'-0" HEIGHT _ REDWOOD WITH STAINLESS STEEL LC-18 CABLE WIRE AS-BUILT: IF 08/20/20 3916 Normal Street IRFAN KALHORO, PE San Diego, CA 92103 619.294.4477 \,pNDSCApF w .ktuaxom Fo SIN m PANDA T(fi58)]92-71N J No, 23 dull Engineering xu@irsaen � Exp.9 30 19 � Nasland Surveying 41mS,n�,%CA92111 NORTH COUNTY Land Planning „„hsnd,ccrn TRANSIT DISTRICT OF C OQ�\p LC-16 REVISIONS APPROVED I DATE REFERENCES DATE I BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 5 6 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL H a w,VERTICAL: AS SHOWN L.L.A N0. 2366 MATERIAL AND FINISH SCHEDULE EXP.EL INGLE N 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 56 OF 86 MIC N.E. Job no. 117-131.1 5 1 4 3 2 6 1 1 4 O PAVING PER PLAN N O FIBER EXPANSION JOINT MATERIAL ° .d a ° d °- .a a a° : p O SEALANT- COLOR PER LEGEND TO MATCH ADJACENT SURFACE ° 44 d ®O 1/4" RADIUS, TYP 0 d a d FACE OF CURB- z? w z? „ 6 WHERE OCCURS #3 STEEL 0z 24" LONG WITH DOWEL SLEEVE OR Y y z d _ EPDXY ON HALF ° w DOWELED EXPANSION JOINT WEAKENED PLANE JOINT TOOLED JOINT NOTE: Q FOR CONCRETE THICKNESS °w N AND INSTALLATION DETAILS OTHER THAN JOINTING, REFER o TO CIVIL ENGINEERING �j�� TYPICAL JOINTS SHEETS /`"� SECTION SCALE: N.T.S. AS-BUILT: 08/20/20 NEENEEN 3916 Normal Street IRFAN KALHOROr PE San Diego, CA 92103 619.294.4477 `// \,pNDSCgpF SIN r(esa)292-7no J No, 23 PANDA Sur Engineering p Nasland Surveying Saeq�CA92 ExP.g/30/19 land planning NORTH COUNTY � �p nadancLawn TRANSIT DISTRICT �TF OF Cn FoQ� LC-17 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE L.—DE11MAUH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANNG NO. AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 5 7 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A NO. 2386 LANDSCAPE CONSTRUCTION DETAILS MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 58 OF 86 N.E. Job no. 117-131.1 CABLE TERMINAL POST AND PLANK CONNECTION TURNBUCKLE ENLARGEMENT 8 ENLARGEMENT ENLARGEMENT 9 NOTES: ] 1. INSTALL CROSS-BRACE CABLES AND SPANNING PLANK AT ENDS, TURNS, AND 16'-0" ,3 WHERE CABLE ROPES ARE SPLICED. 10 - 2. MAXIMUM SPACING OF SPLICING 8'-0'• TURNBUCKLES SHALL BE 180 - 200 FEET. 11 3. CABLE SHALL NOT BE SPLICED BETWEEN INTERMEDIATE TURBUCKLES AND END POSTS. 1 4. ALL HARDWARE SHALL BE 400 SERIES 8'-0" O.C. TYP. MARTENSITIC STAINLESS STEEL (TYP.) 1 5. DO NOT OVER-TENSION CABLE. TIGHTEN 2 ] 9 EVERY-OTHER TURNBUCKLE ASSEMBLY IN '2 ALTERNATING ORDER TO MAINTAIN 6 CONSISTENT TORQUE OVER LENGTH OF a 3 POST. CABLE SHALL BE TAUGHT, FREE OF ] z SAG, AND REVIEWED BY ENGINEER AT 0 3 4 INITIAL CONSTRUCTION STAGE. 0 w o _ 6. ®&OD INSTALL AT ALL CHANGES OF z 'v 6 6 tO _ DIRECTION. 9 NU N h az 5 6 5 Ln 3 4 Z u w 1`-.' N �� j> 1 5 t 0 V ul 1 O KNUCKLE HINGE (4-TOTAL) © STAINLESSHREADERD PLUG WITH TT O CONCRETE TO DRAIN TING 1 FROM WOOD O EQUALLY SPACED V16ST RIU-HOLES, O STEELS TENSION CABLE Y4" DIANIZED O INSTALL AT POST PANS WHERE WITH PUTTY SAND RTO FINISH. s BEGINNING OF CABLE RUN. COUNTER POST. SPACING TO MATCH EXISTING. CONNECT TO POST WITH STAINLESS CROSS-BRACE CABLE IS INSTALLED. 02 /6" DIA STAINLESS STEEL CABLE SINK AND GRIND PLUG FLUSH WITH STEEL SHOULDER EYE BOLTS. USE POST 0 GRAVEL 2 6/6" DIA. STAINLESS STEEL CABLE. ROPE CLIPS AND TURNBUCKLE TO $ TOE-NAIL FOUR (4) WOOD SCREWS 11 WOOD SCREW COUNTER O 4"X4" REDWOOD FRAME OLINE-SIZE THREADED PLUG WITH HOLD TENSION ON CABLE. FIELD DRILL O GUIDE OL S O BL WITH WOOD PUTTY O SINK 3/s' ® CHAIN WITH LOCK O TYP. WITRH STAINLESS STEELRSLEEVOET FINISH GRADE 3 STAINLESS WASHER AND NUT AT THRU-HOLE IN POSTS FOR BOLTS. AND SAND FLAT AFTER SCREW BEGINNING OF CABLE RUN. O FINISHED GRADE. INSTALLATION. O CANE BOLT ® NOT USED COUNTER SINK AND GRIND PLUG STAINLESS STEEL TURNBUCKLE FLUSH WITH POST. © CONCRETE FOOTING z 24" O ASSEMBLY WITH SWAGED EXTERNAL DEEP. SLOPE TO DRAIN IN AWAY THREAD ENDS, RH/LH AISI 316 FOR FROM WOOD POST. js' STAINLESS STEEL ROPE. PLACE INLINE, VERTICALLY ALIGNED. B CABLE GUARDRAIL FENCE VEHICULAR GATE SECTION SCALE: N.T.S. V SECTION SCALE: N.T.S. AS-BUILT: 08/20/20 3916 Normal Street IRFAN KALHORO, PE San Diego, CA 92103 619.294.4477 / \IpNDSCgpF w .ktuaxom ! Fo V SIN r(esa)292-7no J No, 23 PANDA t7Nl Engineering p Nasland Surveying Saeq�CA92 ExP.g/30/19 land planning NORTH COUNTY �p n TRANSIT DISTRICT �TF OF CNOFOQ� LC-18 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANNG No./AN AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED � A HORIZONTAL: AS SHOWN PATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL (oJ VERTICAL: AS SHOWN L.L.A N0. 2366 LANDSCAPE CONSTRUCTION DETAILS MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 58 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LI-7 THROUGH LI-10 FOR IRRIGATION SCHEDULE, NOTES AND DETAILS. c \ 2. SEE SHEETS LP-1 THROUGH FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND D DE DETAILS. M O 3. SEE SHEETS LC-1 THROUGH LC-18 FOR CONSTRUCTION PLANS, MATERIAL SCHEDULE AND DETAILS. - - - - - - - - - 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. G - CO z �� tiOR s M 9 w ---oz - W k zw — z s1+oo w w - - - - — o_ N - c \ _ -__- - w = w - - - - - - - - - � w � G — - - — - — SAN W w w �—� G � — ELIJO AVE . k — � rn G - - -- G - - - - - - - G - �o - St00 r_ �_ 0 G �G C7 1-112' P.O.C. - _ J_r�C G _ G _ - — - JT — JT Z � # � m — — -- — m - m Li - - - SHRUBS 27 I m - - - - T DRIP „ — N Q =i k NOTES: REFERENCE LEGEND SYMBOL DESCRIPTION 1. LOCATE AND FIELD VERIFY EXISTING IRRIGATION CONTROLLER (CALSENSE ET200e-32-GR-RRe) 26 STATION USED OF 32 P.O.C. POINT OF CONNECTION STATIONS AT SANTA FE DR. PEDESTRIAN UNDERCROSSING (APPROX. 300 FT NORTH OF THIS PROJECT'S NORTH END.) FOR EXPANSION OF EXISTING IRRIGATION CONTROL SYSTEM: INSTALL A TUCOR INC. HYBRID 3D SYSTEM (OR SHRUB I TREE BUBBLER EQUIVALENT), INCLUDING INTERFACE MODULE AT EXISTING CONTROLLER PEDESTAL ENCLOSURE ASSEMBLY, SURGE w PROTECTION/GROUND RODS, TWO-WIRE CABLE, CONVERSION VALVE DECODER, AND REMOTE CONTROL VALVE BALL VALVE LI-1 I LI-2 LI-3 I LI-4 I LI-5 I I I I I I I I I LI-6 I DECODERS. REMOTE CONTROL VALVE (SEE NOTE 1) 2. PRIOR TO ADDING NEW COMPONENTS AT THE EXISTING CONTROLLER ASSEMBLY, ALL PROPOSED WORK SHALL BE REVIEWED BY THE CITY PARK & RECREATION DEPARTMENT LANDSCAPE INSPECTOR. INTERFACE MODULE SHALL BE DRIP REMOTE CONTROL VALVE MOUNTED TO THE EXISTING CONTROLLER BACKBOARD AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS, WITHOUT ADDITIONAL PENETRATIONS TO EXISTING ASSEMBLY AND CONTROLLER. O QUICK COUPLER VALVE 3. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. ALL PIPING, VALVES, SPRINKLER HEADS AND DRIP IS I I I I I I I I I TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DRIP SYSTEM SHALL BE INSTALLED PER SHEET LI-10, () DRIP FLUSH VALVE DETAILS "L" AND "M" AND SPECIFIED TUBING SPACING. 4. LOCATIONS OF EXISTING IRRIGATION POINTS OF CONNECTION AND EXISTING EQUIPMENT MUST BE FIELD VERIFIED. DRIP AIR VACUUM RELIEF VALVE DO NOT DEPEND SOLELY ON THESE DRAWINGS. - - KEY MAP NTS NORTH - - AREA TO RECEIVE DRIPLINE AS-BUILT' 08 20 20 ° ° ------- PVCSLEEVING 3916 Normal Street IRFAN KALHORO, PE PVC TO DRIP TRANSITION 0 10 20 40 60 San Diego, CA 92103 IRRIGATION LATERAL LINE 619.294.4477 ! 1 - - - - - IRRIGATION MAINLINE VpNDSCApF NORTH SCALE: 1"= 20' www.ktua.com '� — — — 1" CONDUIT AND TWO WIRE CABLE l Sillq qqy / pg PULL BOX INSTALL EVERY 250' MAX 71 No. 23 m D� 854)292-T/]0 ~ OWI Engineering x(41401k11M1NrSV u Exp.9 30 19 Nasland Surveying $ie�„G,2111 NORTH COUNTY land Planning nmhmnd Ir TRANSIT DISTRICT OF CnaFOQa\Q LI-1 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVnNC No.IH/Mo AS—BUILT 1 1 101/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED � w HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL 5. VERTICAL: AS SHOWN L.L.A NO. 2386 IRRIGATION PLAN MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 59 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LI-7 THROUGH LI-10 FOR IRRIGATION 2. SEE SHEETS LP-1 D 1 THROUGH LIP--118 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 3 3 3 3 3 3 3. SEE SHEETS LC-1 THROUGH LC-18 FOR CONSTRUCTION PLANS, MATERIAL SCHEDULE AND DETAILS. - - - 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. c5 — 0 3 3 3 ¢ N `. 3 3 3 3 3 3 0W 2 U O Z Q J Z a — G G GSAN LI A E. G G G G D 17 W U J o n H ♦ w — W w W .W _ - w w w w w C) w - - - - - - - - - - - - - _ � s s s s s s s s = fA W W W - W — '�,` '- - - - - - - - - - - w i w� — w - m -- — i R ._ W - W iT��- - -��— .IT W J �;L - - - - - - - - - - ,,, J: � , —— T_ - - - - - - - - - - - - Z — 0 - ---- cn m _ - - - m U ' NOTES: REFERENCE LEGEND SYMBOL DESCRIPTION 1. LOCATE AND FIELD VERIFY EXISTING IRRIGATION CONTROLLER (CALSENSE ET200e-32-GR-RRe) 26 STATION USED OF 32 P.O.C. POINT OF CONNECTION STATIONS AT SANTA FE DR. PEDESTRIAN UNDERCROSSING (APPROX. 300 FT NORTH OF THIS PROJECT'S NORTH END.) FOR EXPANSION OF EXISTING IRRIGATION CONTROL SYSTEM: INSTALL A TUCOR INC. HYBRID 3D SYSTEM (OR DO SHRUB I TREE BUBBLER EQUIVALENT), INCLUDING INTERFACE MODULE AT EXISTING CONTROLLER PEDESTAL ENCLOSURE ASSEMBLY, SURGE w PROTECTION/GROUND RODS, TWO-WIRE CABLE, CONVERSION VALVE DECODER, AND REMOTE CONTROL VALVE BALL VALVE LI-1 I LI-2 I LI-3 I LI-4 I LI-5 I I I I I I I LI-6 I DECODERS. REMOTE CONTROL VALVE (SEE NOTE 1) 2. PRIOR TO ADDING NEW COMPONENTS AT THE EXISTING CONTROLLER ASSEMBLY, ALL PROPOSED WORK SHALL BE REVIEWED BY THE CITY PARK & RECREATION DEPARTMENT LANDSCAPE INSPECTOR. INTERFACE MODULE SHALL BE DRIP REMOTE CONTROL VALVE MOUNTED TO THE EXISTING CONTROLLER BACKBOARD AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS, WITHOUT ADDITIONAL PENETRATIONS TO EXISTING ASSEMBLY AND CONTROLLER. O QUICK COUPLER VALVE 3. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. ALL PIPING, VALVES, SPRINKLER HEADS AND DRIP IS I I I I I TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DRIP SYSTEM SHALL BE INSTALLED PER SHEET LI-10, DRIP FLUSH VALVE DETAILS "L" AND "M" AND SPECIFIED TUBING SPACING. 4. LOCATIONS OF EXISTING IRRIGATION POINTS OF CONNECTION AND EXISTING EQUIPMENT MUST BE FIELD VERIFIED. DRIP AIR VACUUM RELIEF VALVE DO NOT DEPEND SOLELY ON THESE DRAWINGS. - - KEY MAP NTS NORTH - - AREA TO RECEIVE DRIPLINE ----I --- PVC SLEEVING 3916 Normal Street IRFAN KALHORO, PE PVC TO DRIP TRANSITION 0 10 20 40 60 San Diego, CA 92103 IRRIGATION LATERAL LINE �J � IRRIGATION MAINLINE NORTH SCALE: 1"= 20' 619.294.4477 � - - - - pNDSCgpF wWW.1c1Ua.COm ----- 1" CONDUIT AND TWO WIRE CABLE �� V SIN ti pg PULL BOX INSTALL EVERY 250' MAX J m QWDA � Ovll Engineering 7(858)292-T/]0 No. 23 p Nasland Surveying 47Q Runner 92�11t FXP.9 30 19 Land Planning Rdma.�Dl NORTH COUNTY TRANSIT DISTRICT - F Or CnoFO� LI-2 REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWNG NO.H/MS AS—BUILT 01/31/2 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED � 0 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.LA NO. 2386 IRRIGATION PLAN MIC EL INGLE N EXP. g/30/19 DATE: DATE: WORK PROJECT NO. SHEET 60 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LI-7 THROUGH LI-10 FOR IRRIGATION SCHEDULE, NOTES AND DETAILS. 2. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LC-1 THROUGH LC-18 FOR CONSTRUCTION PLANS, MATERIAL SCHEDULE AND DETAILS. 3 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. 3 U, Z K w O Z ; - - - ZZ N -- 3 3 3 ' .....__ J a — - O N -3 _ 3 3 3 w - 3 U LJ N 0 ` Of - G � AKIGE G G G G G O N G G G -_ SHRUBS 28 O J - — — ORI W W W W W - - � _ 1" 6.06 — J W 5 S �S S S 8 S S S S Z 2 _ W — W — — . \ ..._... �, - IT -�. .., _ :—; _ _ �� _ JT - --------- ---- --- - ------ OJT - _ JT - m W � rlre ----- - - - -- _ ` -� ULI - --- - — --- -- -- -_ — —II ■ zL - - mss - � � m L � --I 'b NOTES: REFERENCE LEGEND SYMBOL DESCRIPTION 1. LOCATE AND FIELD VERIFY EXISTING IRRIGATION CONTROLLER (CALSENSE ET200e-32-GR-RRe) 26 STATION USED OF 32 P.O.C. POINT OF CONNECTION STATIONS AT SANTA FE DR. PEDESTRIAN UNDERCROSSING (APPROX. 300 FT NORTH OF THIS PROJECTS NORTH END.) FOR EXPANSION OF EXISTING IRRIGATION CONTROL SYSTEM: INSTALL A TUCOR INC. HYBRID 3D SYSTEM (OR SHRUB I TREE BUBBLER EQUIVALENT), INCLUDING INTERFACE MODULE AT EXISTING CONTROLLER PEDESTAL ENCLOSURE ASSEMBLY, SURGE w PROTECTION/GROUND RODS, TWO-WIRE CABLE, CONVERSION VALVE DECODER, AND REMOTE CONTROL VALVE BALL VALVE U-1 I U-2 U-3 I U-4 I U-5 I I I I I I U-6 I DECODERS. REMOTE CONTROL VALVE (SEE NOTE 1) 2. PRIOR TO ADDING NEW COMPONENTS AT THE EXISTING CONTROLLER ASSEMBLY, ALL PROPOSED WORK SHALL BE REVIEWED BY THE CITY PARK & RECREATION DEPARTMENT LANDSCAPE INSPECTOR. INTERFACE MODULE SHALL BE DRIP REMOTE CONTROL VALVE MOUNTED TO THE EXISTING CONTROLLER BACKBOARD AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS, WITHOUT ADDITIONAL PENETRATIONS TO EXISTING ASSEMBLY AND CONTROLLER. O QUICK COUPLER VALVE 3. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. ALL PIPING, VALVES, SPRINKLER HEADS AND DRIP IS I I I I I I I I TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DRIP SYSTEM SHALL BE INSTALLED PER SHEET LI-10, DRIP FLUSH VALVE DETAILS "L" AND "M" AND SPECIFIED TUBING SPACING. 4. LOCATIONS OF EXISTING IRRIGATION POINTS OF CONNECTION AND EXISTING EQUIPMENT MUST BE FIELD VERIFIED. DRIP AIR VACUUM RELIEF VALVE DO NOT DEPEND SOLELY ON THESE DRAWINGS. - - KEY MAP NTS NORTH - - AREA TO RECEIVE DRIPLINE ------- PVC SLEEVING 3916 Normal Street IRFAN KALHORO, PE PVC TO DRIP TRANSITION 0 10 20 40 60 .San Diego, CA 92103 IRRIGATION LATERAL LINE 619.294.4477 / - - - - - IRRIGATION MAINLINE \,PNDSCApF NORTH SCALE: 1"= 20' 4 . wWw.ktua.COD1 ! ----- 1" CONDUIT AND TWO WIRE CABLE SIN 5 pg PULL BOX INSTALL EVERY 250' MAX J QSMDA rcase)xax-7no No, 23 ONIEiling ring 47OffifterSumn Exp,9 30 19 '} %IF Nasland Surveying S,nDft%CA92711 NORTH COUNTY Land Planning e.rna.um TRANSIT DISTRICT OF Ck \FO�a\p LI-3 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS–BUILT 1 1 101/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 6 1 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2386 IRRIGATION PLAN MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 610E 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEETS LI-7 THROUGH LI-10 FOR IRRIGATION SCHEDULE, NOTES AND DETAILS. - - - - - - - 2. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. _ 3. SEE SHEETS LCA THROUGH LC-18 FOR CONSTRUCTION PLANS, MATERIAL SCHEDULE AND DETAILS. 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. REFERENCE LEGEND SYMBOL DESCRIPTION ur 3 M Q - - - - - - - - - - S -. , P.Oh-t POINT OF CONNECTION 0 � SHRUB/TREE BUBBLER O w ----- OI - U N M _ - _ - - - - - .___ ___ BALL VALVE - - - w� w a N J G G G G S N LIJ AVE w w _� D REMOTE CONTROL VALVE (SEE NOTE 1) SHRUBS 28 - W �-` DRIP 1" 2 88 YV - - w — - I— — — (") DRIP REMOTE CONTROL VALVE U � w S S S 5 S S 2 U w C r— O QUICK COUPLER VALVE N U) r �� YV — W w W YV _ W - " z m DRIP FLUSH VALVE — � — - m `Y _ - _— —_— _ — -- DRIP AIR VACUUM RELIEF VALVE _ a - — - - —_ . o _____ � m o AREA TO RECEIVE DRIPLINE Z ' __ (n - ----- PVC SLEEVING J — — - I - - - - , 171 + PVC TO DRIP TRANSITION - - - m U � __ - - - - _-� -- - _ - - - � IRRIGATION LATERAL LINE c , -- -- - IRRIGATION MAINLINE -- -- 1"CONDUIT AND TWO WIRE CABLE pg PULL BOX INSTALL EVERY 260' MAX It , I1 , I1 , I1 , I1 , I1 , NOTES: 1. LOCATE AND FIELD VERIFY EXISTING IRRIGATION CONTROLLER (CALSENSE ET200e-32-GR-RRe) 26 STATION USED OF 32 STATIONS AT SANTA FE DR. PEDESTRIAN UNDERCROSSING (APPROX. 300 FT NORTH OF THIS PROJECT'S NORTH END.) FOR EXPANSION OF EXISTING IRRIGATION CONTROL SYSTEM: INSTALL A TUCOR INC. HYBRID 3D SYSTEM (OR EQUIVALENT), INCLUDING INTERFACE MODULE AT EXISTING CONTROLLER PEDESTAL ENCLOSURE ASSEMBLY, SURGE PROTECTION/GROUND RODS, TWO-WIRE CABLE, CONVERSION VALVE DECODER, AND REMOTE CONTROL VALVE LI-1 LI-2 LI-3 LI-4 LI-5 LI-6 DECODERS. 2. PRIOR TO ADDING NEW COMPONENTS AT THE EXISTING CONTROLLER ASSEMBLY, ALL PROPOSED WORK SHALL BE REVIEWED BY THE CITY PARK & RECREATION DEPARTMENT LANDSCAPE INSPECTOR. INTERFACE MODULE SHALL BE MOUNTED TO THE EXISTING CONTROLLER BACKBOARD AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS, WITHOUT ADDITIONAL PENETRATIONS TO EXISTING ASSEMBLY AND CONTROLLER. 3. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. ALL PIPING, VALVES, SPRINKLER HEADS AND DRIP IS TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DRIP SYSTEM SHALL BE INSTALLED PER SHEET LI-10, DETAILS "L" AND "M" AND SPECIFIED TUBING SPACING. 4. LOCATIONS OF EXISTING IRRIGATION POINTS OF CONNECTION AND EXISTING EQUIPMENT MUST BE FIELD VERIFIED. KEY MAP NTS NORTH DO NOT DEPEND SOLELY ON THESE DRAWINGS. 3916 Normal Street I RFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 � \,pNDSCgpF NORTH SCALE: 1"= 20' wwwItua.com _ _ – Fo L SIN 7(858)292-T/]0 J No. 23 ~ LINDA OVIIEngIlleering O4U8WfnerSbett u Exp.g 30 19 Nasland Surveyng SenDleMCA92111 NORTH COUNTY Land Planning m TRANSIT DISTRICT F of C OQ�\p LI-4 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVAiS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVnNC No. AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED � w HORIZONTAL: AS SHOWN DATE: 11/15/17 BY: BY: COASTAL RAIL TRAIL L) VERTICAL: AS SHOWN L.1 A NO. 2386 IRRIGATION PLAN MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 62 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: I 1. SEE SHEETS LI-7 THROUGH LI-10 FOR IRRIGATION SCHEDULE, NOTES AND DETAILS. 2. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, PLANT SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LCA THROUGH LC-18 FOR CONSTRUCTION PLANS, MATERIAL SCHEDULE AND DETAILS. II 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. REFERENCE LEGEND M , I G SYMBOL DESCRIPTION PAC__ - -- - - - - '--- ---- - - ,�, POINT OF CONNECTION Z to 0 w , __ - C SHRUBS 30 W S �o SHRUB/TREE BUBBLER U — DRIP 1" 180 N Z ? �+ G _ _ �G T �a W BALL VALVE < Q{ _ _ _ G � - REMOTE CONTROL VALVE(SEE NOTE 1) N r ° - S G — .u-=-- c' DRIP REMOTE CONTROL VALVE ° -- W — r1re 0 4 WW G - � _ _ _ _ _ - r-'� QUICK COUPLER VALVE Ld (n DRIP FLUSH VALVE \� E O W � O W DRIP AIR VACUUM RELIEF VALVE — — 1 v AREA TO RECEIVE DRIPLINE W \ _ _ _ .— Z -- ------- PVC SLEEVING PVC TO DRIP TRANSITION p , -� IRRIGATION LATERAL LINE Q , - - - - - IRRIGATION MAINLINE -- -- 1" CONDUIT AND TWO WIRE CABLE pg PULL BOX INSTALL EVERY 250' MAX NOTES: 1. LOCATE AND FIELD VERIFY EXISTING IRRIGATION CONTROLLER (CALSENSE ET200e-32-GR-RRe) 26 STATION USED OF 32 STATIONS AT SANTA FE DR. PEDESTRIAN UNDERCROSSING (APPROX. 300 FT NORTH OF THIS PROJECT'S NORTH END.) FOR EXPANSION OF EXISTING IRRIGATION CONTROL SYSTEM: INSTALL A TUCOR INC. HYBRID 3D SYSTEM (OR EQUIVALENT), INCLUDING INTERFACE MODULE AT EXISTING CONTROLLER PEDESTAL ENCLOSURE ASSEMBLY, SURGE PROTECTION/GROUND RODS, TWO-WIRE CABLE, CONVERSION VALVE DECODER, AND REMOTE CONTROL VALVE LI-1 LI-2 LI-3 I LI-4 I LI-5 I I I I I I I LI-6 I DECODERS. 2. PRIOR TO ADDING NEW COMPONENTS AT THE EXISTING CONTROLLER ASSEMBLY, ALL PROPOSED WORK SHALL BE REVIEWED BY THE CITY PARK & RECREATION DEPARTMENT LANDSCAPE INSPECTOR. INTERFACE MODULE SHALL BE MOUNTED TO THE EXISTING CONTROLLER BACKBOARD AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS, WITHOUT ADDITIONAL PENETRATIONS TO EXISTING ASSEMBLY AND CONTROLLER. 3. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. ALL PIPING, VALVES, SPRINKLER HEADS AND DRIP IS I I I I I I I TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DRIP SYSTEM SHALL BE INSTALLED PER SHEET LI-10, DETAILS "L" AND "M" AND SPECIFIED TUBING SPACING. 4. LOCATIONS OF EXISTING IRRIGATION POINTS OF CONNECTION AND EXISTING EQUIPMENT MUST BE FIELD VERIFIED. KEY MAP NTS NORTH DO NOT DEPEND SOLELY ON THESE DRAWINGS. 2 2 3916 Normal Street IRFAN KALHORO, PE B 10 20 40 60 San Diego, CA 92103 619.294.4477 \,NNDSCA NORTH SCALE: 1"= 20' w .ktua.CODA FO l SIN / - PANDA 7(858)292-7710 J No. 23 Sur Engllleering p Nasland Surveying SangeMaCA59212111 E P.9 30 19 Land Planning aa�m NORTH COUNTY wr TRANSIT DISTRICT - For cn Fo LI-5 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No.H/MS AS-BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 6 3 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.I A NO. 2386 IRRIGATION PLAN MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 63 OF 86 N.E. Job no. 117-131.1 REFERENCE LEGEND CROSS REFERENCE NOTES: I SYMBOL DESCRIPTION 1. SEE SHEETS LI-7 THROUGH LI-10 FOR IRRIGATION SCHEDULE, NOTES AND DETAILS. P. C. POINT OF CONNECTION 2. SEE SHEETS LP-1 THROUGH LP-18 FOR PLANTING PLANS, �p SHRUB (TREE BUBBLER PLANT SCHEDULE, NOTES AND DETAILS. 3. SEE SHEETS LC-1 THROUGH LC-18 FOR CONSTRUCTION w BALL VALVE PLANS, MATERIAL SCHEDULE AND DETAILS. I 4. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. \ rn REMOTE CONTROL VALVE (SEE NOTE 1) O - DRIP REMOTE CONTROL VALVE O O QUICK COUPLER VALVE 4 r7 m 0 I DRIP FLUSH VALVE I N I Z DRIP AIR VACUUM RELIEF VALVE w OU AREA TO RECEIVE DRIPLINE G ; C' ZZ Q Z G ------- PVC SLEEVING , (; � U1 G PVC TO DRIP TRANSITION 7D Q G — G VNOTE: S S G S IRRIGATION LATERAL LINE G SAN E L I J O AV N G — G 5,, -� ON SITE THE EXACT G G W _ S " G ION OF THE W W - - - - - IRRIGATION MAINLINE — W — o g G ' TION MAINLINE, WIRE G W - ALVES. CONNECT ALL H TREES ----- 1" CONDUITAND TWO WIRE CABLE G — W - NEW IRRIGATION SYSTEM ONTO THESE VALVES. ,,, 12 BUBBLER PB PULL BOX INSTALL EVERY 260 MAX G SHRUBS ®0440 12" POP-UP IRRIGATION ROTARY HEAD • ROTATOR ■ ■ P. C. M M ■ F a� M - ■ Ao ■ o X11 x - . v as _ Sgtoo ----- - -- - _u � I - — R K IL o III � I rL fl t�� II III - n 8 J �NJ _ r T - _ — — _ —_ _<X -- _ LI-1 I LI-2 LI-3 I LI-4 I LI-5 I I I I I I I I LI-6 I NOTES: 1. PROPOSED LAYOUT EXPANDS THE EXISTING CONTROLLER AND SYSTEM AT THE COMMUNITY GARDEN, USING NEW VALVES PROVIDED BY THE DOUBLE TRACK PROJECT AT APPROXIMATE LOCATION SHOWN. I I I I I I I I 2. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. ALL PIPING, VALVES, SPRINKLER HEADS AND DRIP IS TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DRIP SYSTEM SHALL BE INSTALLED PER SHEET LI-10, DETAILS "L" AND "M" AND SPECIFIED TUBING SPACING. 3. LOCATIONS OF EXISTING IRRIGATION POINTS OF CONNECTION MUST BE FIELD VERIFIED. KEY MAP NTS NORTH DO NOT DEPEND SOLELY ON THESE DRAWINGS. I, /�A�,\f' 3916 Normal Street W o 10 20 ao so San Diego, CA 92103 I RFAN KALH O RO, PE 619.294.4477 \,pNDSCgpF NORTH SCALE: 1"= 20' www.ktua.com - F� p SIN Civil T(M)292-7770 T(M)292-7770 J No. 23 PANDA VII Engineering p Nasland Surveying � SIMINK, o EXP.g 3U 1g Land Planning Son DIEWCA �N J?gTF CAS\F�Q�\p TRANSIT DISTRICT OF LI-6 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAynNC No. AS—BUILT 01/31/2 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 64 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A NO. 2386 IRRIGATION PLAN MIC EL INGLE N EXP. 9/30/18 DATE: DATE: WORK PROJECT N0. SHEET 64 OF 86 N.E. Job no. 117-131.1 IRRIGATION LEGEND IRRIGATION GENERAL NOTES 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 59 PSI AT THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFYING EXISTING EXISTING BACKFLOW PREVENTER AT SANTA FE DR. UNDERCROSSING LOCATION AT NORTH END OF IRRIGATION CONTROLLER LOCATIONS AND STATION USE AND AVAILABILITY. SYMBOL I MANUFACTURER/MODEL/DESCRIPTION GPM RADIUS DETAIL PROJECT.REFER TO PROJECT RECORD DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING WATER PRESSURE PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION 7. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN GENERAL AREAS SHOWN ON PLAN. BUBBLER IRRIGATION. 2 PER TREE, 1 PER SHRUB 0.50 1' N AND PROMPTLY REPORT ANY DIFFERENCES TO THE DESIGNER OF RECORD. FOR SOUTH END OF VALVES SHALL BE LOCATED IN PLANTING AREAS AND IMMEDIATELY ADJACENT TO WALKS, CURBS, HUNTER PROS-06-CV-R-MSBN, 6" POP UP WITH HUNTER MSBN-50H PROJECT, REFER TO ADJACENT DOUBLE TRACK PROJECT PLANS, (78 PSI AT EXISTING 1" POTABLE OR PAVING AREAS AND SET AT RIGHT ANGLES TO EDGES. MANIFOLD PIPE AND BALL VALVE SIZES BUBBLER WITH PURPLE CAP INDICATING RECYCLED WATER USE IRRIGATION METER LOCATION, SAN ELIJO DR. NEAR ABERDEEN DR. SHALL BE EQUAL TO OR GREATER THAN THE SIZE OF THE LARGEST REMOTE CONTROL VALVE IN SERIES PRESSURE COMPENSATING. PLACE BUBBLER PER DETAIL . THE MANIFOLD. ALL VALVE BOXES SHALL BE SPACED WITH A 12" DISTANCE BETWEEN VALVE NETAFIM TLAVRV K 2. THIS SYSTEM IS DESIGNED FOR USE OF POTABLE WATER AT THIS TIME. INSTALL WITH RECYCLED BOXES AND 12" FROM EDGE OF PAVEMENT. AIR /VACUUM RELIEF VALVE, 1/2" MALE PIPE WATER COMPONENTS FOR FUTURE RECYCLED WATER CONNECTION. THREAD. AT HIGHEST POINT IN SYSTEM 8. IRRIGATION LINES SHALL BE INSTALLED IN LANDSCAPE AREAS WHEREVER POSSIBLE AND WITHIN 3. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, 12" OF LANDSCAPE AREA EDGES UNLESS INDICATED OTHERWISE. n VALVES AND OTHER IRRIGATION EQUIPMENT WITHIN LANDSCAPE AREAS UNLESS NOTED OR a DRIP FLUSH VALVE, BALL VALVE ASSEMBLY. INSTALL WITH WARNING TAGS J DIRECTED OTHERWISE. REFER ALSO TO SPECIFIC NOTES ON PLANS AND DETAILS. 9. ALL PIPE AND FITTINGS SHALL BE SOLVENT WELD TYPE USING PRIMER AND SOLVENT CEMENT, cz-j UNLESS OTHERWISE NOTED ON THESE PLANS. w 4. PRIOR TO ANY EXCAVATION OR TRENCHING, LOCATE AND VERIFY ALL CABLES, CONDUITS, AND o z AREA TO RECEIVE DRIPLINE L & M UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AN 10. ALL LATERAL LINE ENDS SHALL BE SIZED 3/4" UNLESS OTHERWISE NOTED. cn �' �, _ _ _ - NETAFIM TLRW-09-12-NP TECHLINE RW LANDSCAPE DRIPLINE WITH PURPLE STRIPE FOR z z - - - - NON-POTABLE WATER APPLICATIONS. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS UNDERGROUND UTILITY LOCATING SERVICE TO LOCATE AND MARK ALL UTILITIES. THE SPACED AT RR APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. DESIGNED CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH 11.ALL IRRIGATION LINES UNDER PAVING SHALL BE SLEEVED WITH PVC SCH 40 PIPE. SLEEVE SHALL FOR RECLAIMED WATER USE ONLY. UNDERGROUND UTILITIES. STOP ALL WORK AND NOTIFY THE DESIGNER OF RECORD IMMEDIATELY HAVE A MINIMUM (2) 2" DIAMETER OF PIPE SLEEVED. w IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME v w HUNTER ICV REMOTE CONTROL VALVE ( FIELD VERIFY), PROVIDED PER DOUBLE TRACK B MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ARE ENCOUNTERED UNDERGROUND. 12.ALL CONTROL WIRE SHALL BE INSTALLED IN 1" PVC SCH 40 GRAY ELECTRICAL CONDUIT WITH PULL o IS PROJECT. CONNECT TO CONTROLLER AT EXISTING COMMUNITY GARDEN (PER DOUBLE PROCEED ONLY UPON DESIGNER AND/OR OWNER 'S WRITTEN AUTHORIZATION. BOXES SPACED 250' FEET APART MAXIMUM. KEEP SEPARATE FROM WATER LINE SLEEVES AS rn TRACK PROJECT). INDICATED ON PLANS. HUNTER IBV-101G-FS C& D 5. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE 1" BRASS ELECTRIC REMOTE CONTROL VALVE, GLOBE CONFIGURATION, WITH BSP DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR 13.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE o THREADED INLET/OUTLET WITH RECLAIMED WATER ID, PURPLE HANDLE. INSTALL WITH DIFFERENCES IN THE AREA DIMENSIONS EXIST. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. RAINBIRD QKCHK-100, 1" 40 PSI PRESSURE REGULATING, QUICK CHECK BASKET FILTER BROUGHT PROMPTLY TO THE ATTENTION OF THE ENCINITAS COASTAL RAIL TRAIL SITE INSPECTOR. INSTALL ONE(1) FILTER FOR DEMAND LESS THAN 16 GPM, INSTALL WITH 2 WIRE SHOULD THE CONTRACTOR NOT TO STOP ALL WORK AND FAIL TO NOTIFY THE ENCINITAS COASTAL 14.ALL SPRINKLER HEADS SHALL BE INSTALLED AND ADJUSTED TO KEEP WATER AND SPRAY OFF ALL DECODER. RAIL TRAIL SITE INSPECTOR OF ANY DISCREPANCIES, AND RECEIVE WRITTEN AUTHORIZATION TO PAVING, WALKS, WALLS, OBSTRUCTIONS, ADJUST ALL HEADS TO MINIMIZE BACKSPLASH AND NELSON #7645 F PROCEED FROM THE ENCINITAS COASTAL RAIL TRAIL SITE INSPECTOR. THEN THE CONTRACTOR DEFLECTION FROM PLANTS OR ANY OTHER OBSTACLES. QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER FOR RECLAIMED WATER USE. SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. ACME KEY OWNER. 15.COORDINATE CONNECTIONS AND WATERING SCHEDULE OF ALL IRRIGATION SYSTEMS WITH EACH ADJACENT PROJECT'S DESIGNATED REPRESENTATIVE FOR EACH IRRIGATION CONTROLLER. WATT FBV A 16.SHOULD THE CONTRACTOR MAKE NOZZLE CHANGES OR ADD HEADS AS A RESULT OF SITE w BALL VALVE WITH BRASS HOUSING STAINLESS STEEL WTH PURPLE HANDLE. OBSTACLES OR CONSTRUCTION CHANGES, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR IRRIGATION LEGEND CONT. CALCULATION AND ADJUSTMENTS IN PIPE SIZES. IN NO CASE SHALL PRESSURE SUPPLY LINE FLOW IRRIGATION MAINLINE: PURPLE RECYCLED WATER PVC SCHEDULE 40 FOR 1 1/2" AND G & H VELOCITIES EXCEED 5 FEET PER SECOND, 3 FEET PER SECOND ON LATERAL LINES. 1-1/2 SMALLER SIZE. 17.ALL WIRES SHALL BE LABELED AT THE TERMINAL STRIP WITHIN ONE INCH OF THE END OF THE WIRE 1.. IRRIGATION LATERAL LINE: PURPLE RECYCLED WATER PVC SCH. 40 IRRIGATION PIPE. B SYMBOL DESCRIPTION PSI GPM RADIUS DETAIL WITH THE APPROPRIATE STATION NUMBER. ONLY LATERAL TRANSITION PIPE SIZES I" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. ROTATOR POP-UP HEAD 18.REFER TO THE DETAILS AND SPECIFICATIONS FOR FURTHER INFORMATION. PIPE SLEEVE: PURPLE RECYCLED WATER PVC SCH 40 TYPICAL PIPE SLEEVE FOR H HUNTER MP CORNER PROS-I2-PRS40-CV IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND 19.ALL PLANTINGS SHALL BE FULLY WATERED IN UPON PLANTING. DO NOT RELY SOLELY UPON THE 12" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 40 0'17 14' P / 1.1-10 AUTOMATIC IRRIGATION SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERING AS REQUIRED, THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. PRESSURE REGULATED TO 40 PSI, 0.53 EXTEND SLEEVES 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. MP ROTATOR NOZZLE ON PRS40 BODY. INITIALLY AND DURING THE PLANT ESTABLISHMENT PERIOD, AND AS DIRECTED ON PLANS TO WIRE CONDUIT: PVC SCH 40, GREY, MINIMUM 1' SIZE, TWICE THE DIAMETER OF WIRE G & H T=TURQUOISE, ADJ ARC 45 TO 105 ENSURE ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. ------- BUNDLE PASSING THROUGH. ROTATOR POP-UP HEAD 20.ALL SPRINKLER HEADS SHALL BE ADJUSTED AS REQUIRED, AS TO HEIGHT, COVERAGE PATTERN, HUNTER MP1000 PROS-I2-PRS40-CV OR SPRINKLER HEAD ORIENTATION, SO AS NOT TO ALLOW RESTRICTION OF SPRAY PATTERN BY NO SYMBOL TUCOR TW# 14 / 2 AWG. INSTALL INSIDE 1" CONDUIT AND SWEEPS. O 12" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 40 0.21 14' P / 1-I-10 PLANT MATERIAL THAT MAY IN TURN CAUSE PLANT DECLINE OR DEMISE. PSI, MP ROTATOR NOZZLE ON PRS40 BODY. 0.84 NO SYMBOL 3M SCOTCH LOCK#3570 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL I M=MAROON ADJ ARC 90 TO 210 21.NO LOW HEAD DRAINAGE IS PERMITTED. ALL LOW HEAD DRAINAGE SHALL BE CORRECTED BY THE CONNECTIONS. CONTRACTOR. SPRING CHECK AND/OR SWING CHECK VALVES SHALL BE INSTALLED WHERE ROTATOR POP-UP HEAD NEEDED AT NO ADDITIONAL COST TO THE OWNER. TUCOR PK-LD DECODER D HUNTER MP2000 PROS-I2-PRS40-CV NO SYMBOL INSTALL PER MANUFACTURER SPECIFICATIONS. 12" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 043 - 22.IRRIGATION SYSTEM SHALL BE INSTALLED, OPERATED AND MAINTAINED PER THE LATEST CURRENT PRESSURE REGULATED TO 40 PSI, 40 1 48 19' P / 1-1-10 LANDSCAPE WATERING RESTRICTIONS AND LOCAL ORDINANCES. TUCOR SP-100 - SURGE PROTECTOR WITH GROUNDING ROD, PLACED WITHIN 10" ROUND D & E MP ROTATOR NOZZLE ON PRS40 BODY. NO SYMBOL VALVE BOX, INSTALL PER MANUFACTURER SPECIFICATIONS. K=BLACK ADJ ARC 90-210 R=RED 360 ARC P.O.C. POINT OF CONNECTION TO EXISTING SYSTEM. - ROTATOR POP-UP HEAD FIELD VERIFY EXACT LOCATION. HUNTER MP3000 PROS-I2-PRS40-CV 12" POP-UP WITH FACTORY INSTALLED CHECK VALVE, 40 0.86 - 30' P / LI-10 PULL BOX O PRESSURE REGULATED TO 40 PSI, 3.64 AS-BUILT, 08/20/20 PB INSTALL EVERY 250' MAX APART AND AT END CONNECTIONS. MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210 IRFAN KALHORO, PE Equipment/Valve Callout Valve Number 3916 Normal Street Controller Designation _ San Diego, CA 92103 #RLR NTSG. TYPE 619.294.4477 \,KNDSCgpF Valve Flow(Appmx. Gallons Per Minute) Valve Size �� SIN 9Py www.ktua.com REMOTE CONTROL VALVE IRRIGATION CONSTRUCTION NOTE P.O.C. IS DIAGRAMMATICALLY SHOWN, LOCATE / FIELD VERIFY AND CONNECT TO No. 23 T(85a)M2-T1/0 dull Engitreering EXISTING 1-1/2" MAINLINE AND RCV-26 WIRE AT TRAIL STA. 27+64. EXTEND TO NEW Nasland Surveying sepolo.U1 IC SYSTEM. INSTALL A CONVERSION VALVE DECODER AT VALVE WIRES AND EXTEND Exp.9 30 19 F Land Planning NORTH COUNTY NEW TWO WIRE CABLE IN 1" CONDUIT TO NEW CONTROLLER.nadwildLisinn TRANSIT DISTRICT - �TF OF Cn FoQ� LI-7 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANNG NO. AS-BUILT m/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 6 5 HORIZONTAL: AS SHOWN DATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL AS SHOWN L.L.A NO. 2386 VERTICAL: MIC EL SINGLE N 9/30/19 DATE: DATE: EXP. WORK PROJECT N0. SHEET 65 OF 86 N.E. Job no. 117-131.1 NOTE: u a y USE TEFLON TAPE ON ALL K NOTE: W THREADED CONNECTIONS. 4 1 < USE TEFLON TAPE ON ALL THREADED < z 2 10 15 g 5 18 CONNECTIONS. O z 4 Z g 3 =_ 1 z z 3 a U) Al 4„ , NOTE: 2 g a 4 ? w 1 16 USE TEFLON TAPE ON p M Z W g 2 g 15 ALLTHREADED Q � � 5 O CONNECTIONS w 7 a 6 U 0 F 10 w 2" x p � a 5 7 ti z Z 6 7 8 MIN. 6 M z W W 4 Z ❑ $ W Z 2 W 7 N Q � fn J � Z w WV 9 mo � Ua 1 11 13 4 12 z WWa az wo o d - o rn 1O REMOTE CONTROL VALVE 10 1" ABOVE FINISH GRADE w w 2O SOLENOID o a , 11 PVC SCH 40 ELL (AS REQUIRED) w v 8 O3 VALVE DECODER WITH WATERPROOF nee N B 1 1 WIRE CONNECTORS (SEE SPECS.) 1© UNDISTURBED/COMPACTED nee O PURPLE 10" DIA. ROUND VALVE BOX O PURPLE PRESSURE SUPPLY O CONTROL WIRE W/ 24" COILED © PURPLE RECTANGULAR 10 PURPLE NON-PRESSURE ® CONTROL WIRE W/ 2' MIN. EXTRA WIRE, SUBGRADE o W/PURPLE LID, SEE SPECS. (DO NOT LINE. LENGTH AS REQUIRED. EXPANSION LOOP. VALVE BOX W/PURPLE LID, ST. LATERAL LINE, SEE PLAN FOR COILED, & TAPED AT 10 FT INTERVALS 13 FILTER FABRIC (MIRAFI #140N) CUT ADDITIONAL HOLES IN BOX) REFER TO LEGEND FOR CLASS O2 WATERPROOF WIRE STL BOLT, SEE SPECS. (DO SIZE. O5 PURPLE JUMBO VALVE BOX WITH COVERING HOLES AROUND BOX, O2 ISOLATION BALL VALVE. REFER © PVC SCH 40, 45 DEGREE ELL'S. CONNECTOR. N NOT BOX) ADDITIONAL HOLES 11 GRAVEL BASE AND SUMP. BOLT DOWN PURPLE LID, STAINLESS TO LEGEND (4) REQUIRED 3 PURPLE RECLAIMED WATER (COMPACT GRAVEL FOR BOX STEEL BOLT. (DO NOT CUT 14 1 CU. FT. MIN. PEA GRAVEL O VALVE I.D. TAG. THREAD O7 CONTROL VALVE PER BASE, DO NOT USE BLOCKS ADDITIONAL HOLES IN VALVE BOX). 15 RECYCLED WATER VALVE I.D. TAG. O FINISH GRADE O GRAVEL BASE AND SUMP. (COMPACT NYLON ZIP TIE THROUGH LEGEND, SEE PLAN FOR SIZE. OR BRICKS, FILL GRAVEL TO © PURPLE PVC NON-PRESSURE PIPE (SEE SPECS.) O (THREAD NYLON TIE THROUGH HOLE GRAVEL FOR BOX BASE, DO NOT USE BOTTOM OF VALVE. ® BACKFILL MATERIAL HOLE IN TAG) ® PVC SCH 80 MALE ADAPTER, 2 IN TAG) BLOCKS OR BRICKS, FILL GRAVEL TO O PURPLE PVC PRESSURE PIPE (SEE SPECS.) O5 PVC SCH SL80 IP,MALE ADAPTER, BOTTOM OF VALVE) ® FINISH GRADE. (ST) REQUIRED. 12 PVC SCH 80 SINGLE UNION, i6 PRESET PRESSURE REGULATOR MIPT X SLIP, LINEIVALVE SIZE O9 PURPLE SUPPLY LINE FROM MIPT X FIPT MODEL. O8 PVC SCH 80 THREADED NIPPLE 10 RECYCLED WATER VALVE I.D. TAG. OS BACKFILL MATERIAL. (SIZE AS REQUIRED) 17 INLINE (FILTER) © FILTER FABRIC (MIRAFI #140N). (THREAD NYLON TIE THROUGH HOLE MANIFOLD. 13 FILTER FABRIC. WRAP 1 LAYER WRAP 1 LAYER AROUND BOX, IN TAG) AROUND BOX COVERING 9O PVC SCH 40 ADAPTER (AS REQUIRED) 18 MULCH COVERING HOLES HOLES. ) BALL VALVE ) REMOTE CONTROL VALVE ASSEMBLY ) DRIP REMOTE CONTROL VALVE ASSEMBLY SECTION NOT TO SCALE SECTION NOT TO SCALE SECTION NOT TO SCALE FINISH GRADE 8 1O 10" ROUND VALVE BOX 2 Xxxxx 2 TWO WIRE PATH 1 4" MIN, )" 6 9 3 #6 AWG SOLID GROUND WIRE 3 X CONNECTED TO GROUND ROD 3 USING BRASS CLAMP 4 ® SURGE ARRESTOR (AS-REQ'D) 4 5 1 O 518-INCH X 10 FT COPPER 2 I%9X 6 CLAD GROUNDING ROD OR 7 GROUNDING PLATE. INSTALL RODS IN SOIL IN A 6 TRIAGULAR PATTERN /� � SPACED A MINIMUM OF 16 FT APART FROM EACH OTHER. GROUNDING GRID TO HAVE A RESISTANCE OF TEN (10) OHMS OR LESS NOTE: © FINISH GRADE WIRE COIL 4 FT LENGTH. 1 AS-BUILT: 08/20/20 NEEMENE O BLUE WIRES TO TWO WIRE © TO CONNECT TO GROUNDING ROD 11 SOLENOID 3916 Normal Street COMUNICATION PATH O EXTENSION (LENGTH GRAVEL rE� SURGE PROTECTOR AND GROUNDING ROD IRFAN KALHORO, PE O VALVE BOX AS REQUIRED) 13 ELECTRIC VALVE AS SECTION NOT TO SCALE San Diego, CA 92103 � TWO WIRE COMMUNICATION PATH ® SURGE ARRESTOR REQUIRED 4 #6AWG SOLID GROUND WIRE (AS REQUIRED) 619.294.4477 / CONNECTED TO GROUND ROD 0 3M SCOTCH LOCK 3570 \,pNDSCApF ` I USING BRASS CLAMP CONNECTORS FO SIN "99 wWw.1RUa.COm "�' 05 DECODER-INSTALL SECURELY 10 EXPANSION COILS F ny / WITH STAINLESS STEEL SCREW J No. 23 Sur Engineering p Nasland Ov' Enng Sa a�•US;;;, �� RCV WITH DECODER & SURGE PROTECTOR ExP.s 30 ,s Land Planning n�a.CDm NORTH COUNTY SECTION NOT TO SCALE mar Q�`p TRANSIT DISTRICT - F 0r cn Fo LI-8 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 6 6 HORIZONTAL: AS SHOWN DATE: 11/15/17 BY: BY: COASTAL RAIL TRAIL AS SHOWN L.1 A NO. 2386 VERTICAL: MIC EL SINGLE N 9/30/19 DATE: DATE: EXP. WORK PROJECT N0. SHEET 66 OF 86 N.E. Job no. 117-131.1 Q a O HARDSCAPE MATERIAL z NOTE: Qz BASE MATERIAL 1 vz 3 CONTRACTOR SHALL MARK EDGE ? 5 O3 BACKFILL MATERIAL. FREE FROM 2 2 a 4 O FINISH GRADE OF PAVING ABOVE BOTH ENDS OF z ALL ROCK AND DEBRIS GREATER SLEEVE/CONDUIT WITH A 3/s" DEPTH NOTES: Oz BACKFILL MATERIAL. FREE FROM SAWCUT. THAN ONE INCH SIZE. �� ' �' - ALL ROCK AND DEBRIS GREATER ® PURPLE NON-PRESSURE LATERAL 1. USE TEFLON TAPE ON ALL 13 THAN ONE INCH LINE IN PVC SCH 40 SLEEVE THREADED CONNECTIONS. 5 1 3 PURPLE NON-PRESSURE LATERAL MINIMUM. TWICE THE DIAMETER OF 2. QUICK COUPLER VALVES SHALL O LINE FOR RISERS OUTLET PVC THE LINE RUNNING THROUGH. ALL 6 2 LATERAL LINES SHALL BE AT THE BE A RECYCLED WATER, TYPE PIPE, AND POP-UPS 6" OR LESS. ,i„ „i/G r _ SAME DEPTH UNDER HARDSCAPE ro APPROVED BY LOCAL WATER j SEE LEGEND FOR CLASS, REFER z AGENCY. $ i u TO PLAN FOR SIZE u 3” DETECTABLE MARKING TAPE. o. x o 2 0. o CHRISTY'S TA-DT-P-RW OE EQUAL, w rc g , m ® PURPLE NON-PRESSURE u w o ° 3 12" ABOVE AND DIRECTLY ON TOP p i a a w 3 LATERAL LINE, REFER TO PLAN o o 4 OF PURPLE PRESSURE LINE. 12" z z �, w w rc o x 4 FOR SIZE o z °z k 5 ABOVE CONDUIT. o OS 3" DETECTABLE MARKING TAPE. m o rc ,1 m ° /Y y 8 6 BACKFILL SAND FREE FROM ALL is a - 5 CHRISTY'S TA-DT-P-RW OR a w uY 12 10 8 w u �.+ EQUAL, 12" ABOVE AND DIRECT w 0 < w /) 5 O ROCK AND DEBRIS GREATER THAN ON TOP OF PRESSURE LINE. < ;" y (1. > )Yy ONE-HALF INCH SIZE. 6" EACH SIDE 9 o N OF, AND 6" ABOVE AND 6" BELOW °w 1O PURPLE 10" DIA. ROUND VALVE BOX O7 GRAVEL BASE AND SUMP. (COMPACT GRAVEL < J 6 © NATIVE BACKFILL MATERIAL. A N w f m ° 6 PURPLE PRESSURE SUPPLY LINE rn W/PURPLE LID, ST. STL BOLT, WASHER. FOR BOX BASE, DO NOT USE BLOCKS OR o w 7 FREE FROM ALL ROCK AND m o w 7 O7 PURPLE PRESSURE SUPPLY LINE IN o SEE SPECS. (DO NOT CUT ADDITIONAL BRICKS, FILL GRAVEL TO BOTTOM OF VALVE m w o DEBRIS GREATER THAN ONE t a w x o PVC SCH 40 SLEEVE MIN.TWICE THE 8 HALF INCH. 6" ABOVE AND 6" LL rc N HOLES IN BOX) 8 BRASS 90 DEGREE ELL. o w 9 DIAMETER OF THE LINE RUNNING o BELOW PURPLE PRESSURE _b u w O2 QUICK COUPLING VALVE. Og CONCRETE THRUST BLOCK. SUPPLY LINE THROUGH REFER TO LEGEND. O 1 CU.FT MINIMUM I ® 3" NON-DETECTABLE ELECTRICAL 4" MINIMUM FROM O7 PURPLE PRESSURE SUPPLY MARKING TAPE. FINISH GRADE 10 BRASS COUPLING WITH PVC SCH SIDES OF TRENCH LINE. SEE LEGEND FOR CLASS, ® BACKFILL MATERIAL 80 MALE ADAPTER. SLIP FIPT REFER TO PLAN FOR SIZE 4" MINIMUM FROM O9 PVC SCH 40 PVC ELECTRICAL CONDUIT O SIDES OF TRENCH BUNDLE RUNNING THROUGH (1WMIN. O THREADED BRASS PIPE RISER. „ THREADED BRASS NIPPLE. 8 CONTROL WIRES IN CONDUIT 2" LENGTH AS REQUIRED LENGTH AS REQUIRED — — — — AWAY FROM AND BESIDE 2" MIN. BETWEEN DIAMETER). CONDUIT FOR ALL 1 J PURPLE PRESSURE SUPPLY PIPE AND CONTROL IRRIGATION WIRES. SEE LEGEND FOR © PURPLE PVC SCH 40 PRESSURE © FILTER FABRIC (MIRAFI #140N). WRAP 1 LINE. 6" MINIMUM BETWEEN WIRE CONDUIT LAYER AROUND BOX, COVERING HOLES SUPPLY LINE 6" MINIMUM 3" MINIMUM BETWEEN PIPE ALL PIPES Oil CLASS, REFER TO SPECIFICATIONS 13 PURPLE RECLAIMED WATER VALVE I.D. TAG. BETWEEN ALL PIPES AND CONTROL WIRE OR EDGE OF TRENCH 1 11 FOR SIZES (THREAD NYLON ZIP TIE THROUGH HOLE IN TAG) �F) QUICK COUPLING VALVE )TRENCH IN LANDSCAPE )TRENCH IN HARDSCAPE SECTION NOT TO SCALE SECTION NOT TO SCALE SECTION NOT TO SCALE o ," IN PLANTING AREAS 1O AIR VACUUM RELIEF VALVE BODY SLEEVE PLUG 1 3 z 1 2 2O PURPLE 10" ROUND VALVE BOX WITH BOLT WIRES CRIMP 4 �=/ DOWN PURPLE LID, STAINLESS STEEL BOLT 2 + AND WASHER SPECS. BO NOT CUT ® , � ADDITIONAL HOLES IN BOX). O3 1" ABOVE FINISH GRADE 6 13 ® SEE TRENCHING DETAILS FOR DEPTH INSTALLATION STEPS 5 O O PVC SC 80THDNGTH RISER REQUIRED) 1O INSERT WIRES THROUGH HOLES IN CASE OF BODY © PLASTIC STRAPITIE 2O TWIST STRIPPED WIRES ' NOTE: E TEFLON TAPE ON ALL O7 #3 REBAR - 12" MIN. LONG TOGETHER AND APPLY CRIMP © SLEEVE WITH AN INDENT TYPE ® FILL PLUG WITH SEALANT 7 THREADED CONNECTIONS g 10 PVC SCH 40 ELL (SS) CRIMPING TOOL. TRIM EXCESS O INVERT BODY AND INSERT 7 O FILTER FABRIC (MIRAFI #140N) BARBED WIRE PLUG INTO BODY UNTIL IT 11 8 WRAP 1 LAYER AROUND BOX, O PUSH WIRES ALL THE WAY INTO SNAPS TIGHT COVERING HOLES THE PLUG TO COMPLETELY NOTE: 10 9 NOTES: VALVE AT HIGHEST 10 (MIN.. 1 CCU FT)SUMP SEAL THE CRIMP FITS AWG #18, #16, 914, #12 OR POINT OF SYSTEM. 11 UNDISTURBED/ COMPACTED #10 WIRE O 18" MINIMUM LENGTH OF Y2" RUBBER O PVC SCH 40, 3/4" FIPT X FIPT BALL VALVE 2. USE TEFLON TAPE ON ALL SUBGRADE HOSE ® PVC SCH 40, 3/4" THREADED NIPPLE THREADED CONNECTIONS. ��W I RE CONNECTOR 2 PURPLE 10" ROUND VALVE BOX WITH Q PVC SCH 40 PURPLE LATERAL LINE O O9 BOLT DOWN PURPLE LID, STAINLESS PVC SCH 40, 45 DEGREE ELL 13 RECYCLED WATER VALVE I.D. TAG. (THREAD ISOMETRIC NOT TO SCALE STEEL BOLT AND WASHER SPECS. (DO 10 TERMINAL END OF NON-PRESSURE NYLON TIE THROUGH HOLE IN TAG) AS 08/20/20 NOT CUT ADDITIONAL HOLES IN BOX) PURPLE LATERAL LINE, Y2" SIZE 3916 Normal Street 0 FINISH GRADE „ GRAVEL BASE AND SUMP. (COMPACT rK_-�AIR VACUUM RELIEF VALVE (PLUMBED TO PVC) San Diego, CA 92103 4 BACKFILL MATERIAL GRAVEL FOR BOX BASE, DO NOT USE IRFAN KALHORO, PE O BLOCKS OR BRICKS, FILL GRAVEL TO SECTION NOT TO SCALE 5 FILTER FABRIC (MIRAFI #140N). WRAP 1 BOTTOM OF VALVE 619.294.4477 LAYER AROUND BOX, COVERING HOLES \,pNDSCApF 1© RECYCLED WATER VALVE I.D. TAG. www.ktua.com © PVC SCH 40, 3/" MIPT X Y2" BARB HOSE (THREAD NYLON TIE THROUGH HOLE IN F� SIN ADAPTER TAG) D� 7(858)292-7110 J No, 23 � QNI Englfleering p Nasland Surveying a�Uq»;, DRIP FLUSH VALVE (MANUAL OPERATION) Exp.s 30 ,s Land Planning NORTH COUNTY � (D xp Dim TRANSIT DISTRICT ' SECTION NOT TO SCALE 'TF OF Cp`FOQ LI-9 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANNG No. AS—BUILT 01/31/20 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED 67 HORIZONTAL: AS SHOWN DATE: 11/15/17 BY: BY: COASTAL RAIL TRAIL AS SHOWN L.L.A N0. 2386 Ell" VERTICAL: MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 67 OF 86 N.E. Job no11. 117-131.1 9 / g � 8 PLANT MATERIAL PER PLANTING 10 DRIP END FLUSH VALVE 5 3 PLAN. — 1 Q2 PERIMETER TUBING 9" FROM EDGE OF 'v m 2 QZ FINISH GRADE F HARDSCAPE. CENTER TUBING IN ® EMITTER DRIPPERLINE. SEE z 1 LONG LINEAR PLANTING AREAS. 7 LEGEND. 2 , 9 � ROOTBALL� O3 AIR VACUUM RELIEF VALVE (PLUMBED / v ® AMENDED BACKFILL. O3 1 TO PURPLE PVC PIPE AT HIGH POINT). 8 v � � 8 05 VINYL COATED TUBING STAPLE. z ® REMOTE CONTROL VALVE W/BALL 9 SALCO DTS OR EQUAL. SPACE - N VALVE, DRIP FILTER & PRESENT STAPLES AT 4' O.C. o i 2 7 PRESSURE REGULATOR INSTALL AT 1-0 z z N CENTER OF SYSTEM. 5 4 1 © EXISTING SUBGRADE. z PURPLE PVC SCH 40 NON-PRESSURE a — g MANIFOLD CONNECTIONS 1 7 SCH 40 PCV ELL, LINE SIZE 1 POP-UP SPRAY/BUBBLER HEAD WITH 6 12" FROM TREE ROOTBALL 6 FT. 1n SUPPLY LINE HEADER. SIZE PER wan w PLAN. 1 SLIP X Y" FIPT. 1800 NP CAP RADIUS OUT FROM 48" AND LARGER o a 12" ® y" BARBED MALE ADAPTER. O SWING JOINT ASSEMBLY BOX TREES) © 12" MAX SPACING 2 3 ANGLE WILL VARY WITH SLOPE O rn 7 2" RISER FROM LATERAL ABOVE FINISH GRADE IN SHRUB /� 9 0 5 DRIPLINE (STRICTLY PARALLEL 1 I � ' I \ )� d //'/ O DEPTH. LENGTH AS ANGLE/HEIGHT OF POP-UP BODY AREAS AT ALL TIMES) g REQUIRED. ® PVC SCH 40 TEE (SST) OR ELL (ST) ® FINISH GRADE 0 4 AO g ® TEE/ ELL (AS REQUIRED) - SEE DETAIL "M" PURPLE LATERAL LINE. OS PVC NON-PRESSURE PURPLE O9 NOZZLE W/ SCREEN �9 AREA PERIMETER g rQ REFER TO PLAN FOR SIZE. LATERAL LINE 1® DISCHARGE (FLUSH) HEADER. 3/4" PVC 9 EXHAUST HEADER WITH NOTES: NOTES: SCH 40 v �© LINE SIZE SLIP TEE. 1 . USE TEFLON TAPE ON ALL THREADED CONNECTIONS. 1 . DRIP SYSTEM SHOWN ON PLAN CANNOT INDICATE ALL FORESEEN OR 2. REFER TO PLANTING PLAN FOR TREE LOCATIONS, SIZE, AND TYPE. VERIFY ON UNFORESEEN OBSTACLES (BOULDERS, FIXTURES, ETC.). PROVIDE NECESSARY SPACING AND DEPTH NOTE: SITE THAT ALL BUBBLERS ARE AT CORRECT TREE LOCATIONS AND HAVE THE FITTINGS, TUBING, AND PIPING AS REQUIRED TO PROVIDE COMPLETE WATER CORRECT NUMBER OF BUBBLERS INSTALLED FOR THEIR SIZE AND TYPE. COVERAGE FOR LANDSCAPE PLANTINGS. USE TEFLON TAPE ON ALL THREADED COORDINATE ON SITE WITH LANDSCAPE ARCHITECT FOR TREE LOCATIONS. 2. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. CONNECTIONS 3. INSTALL TREE BUBBLERS EQUIDISTANT FROM EACH OTHER AROUND TREES. TYP. 4. ON SLOPES, INSTALL TREE BUBBLERS ON UPHILL SIDE OF TREE. :) DRIPLINE TUBING SPACING & LAYOUT nn SUBSURFACE DRIPPERLINE )6" POP-UP TREE SPRAY / BUBBLER HEAD PLAN NOT TO SCALE SECTION NOT TO SCALE SECTION NOT TO SCALE 9 T 2 3 10 12" MIN. 7 s �, �� FROM EDGES OF HARDSCAPE AT TOP OF SLOPES OR IN FLAT AREAS = 6" ^ 1 4" 0 1 TYP 5 2 O INSTALL 2" ABOVE FINISH GRADE. NOTES: 1. DO NOT USE SIDE INLETS. REFER TO w 8 O ROTATOR HEAD. REFER TO LEGEND. PLANS FOR SPECIFIC DIMENSIONS m 7 6 O PVC SCH 80 Y2" MARLEX AND SCH. 80 AND IRRIGATION NOTES FOR NIPPLE. SPRINKLER PLACEMENT. 2. USE TEFLON TAPE ON ALL THREADED AS-BUILT: 08/20/20 ® LINE SIZE PVC SCH. 40 SLIP X SLIP XY2' CONNECTIONS. FIPT TEE OR LINE SIZE SLIP XY2' FIPT ELL AT TERMINAL ENDS. IRFANKALHOR02PE O PVC NON-PRESSURE LATERAL LINE. O1 PURPLE RECT. VALVE BOX W/BOLT DOWN 6 LANDSCAPE FILTER FABRIC (MIRAFI 3 REFER PLAN FOR SIZE. PURPLE COVER,ST. STL BOLT. O #140N), WRAP UP AND COVER BOX HE MIN. OIL SOIL COVER FOR ALL POP-UP O LOW VOLTAGE CONTROL HOLES 4 HEADS. WIRE COIL, 24" MINIMUM O 1 CU. FT MIN. 314" GRAVEL SUMP O PVC/ELECT. TAPE, WRAP WIRE BUNDLE ® PVC SCH 40 ELECT. CONDUIT/ ® UNDISTURBED SOIL/ SWEEP, WHERE REQUIRED 5 COMPACTED SOIL O9 TOP OF BOX LID 1" ABOVE FINISH 3916 Normal Street O SEAL CONDUIT ENDS WITH GRADE IN PLANTING AREA 12" POP-UP ROTATOR HEAD San Diego, CA 92103 AEROSOL FOAM SEALANT 10 FINISH GRADE / 1 SECTION NOT TO SCALE 619.294.4477 �p:) CONTROL WIRE PULL BOX \,PNDSCgpF w .ktua.com SECTION NOT TO SCALE sill,y r(esa)azamo J No, 23 CA ANDA QWI Engineering p Nasland Surveying San Dk oMCA99211`1 Exp,9 30 19 Land planning NORTH COUNTY TRANSIT DISTRICT F of Cp`\FOa LI-10 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVnNC No. AS—BUILT 01/31/2 IMPROVEMENT PLANS FOR: PLANS PREPAR D UNDER THE SUPERVISION OF APPROVED APPROVED � A HORIZONTAL: AS SHOWN PATE; 11/15/17 BY: BY: COASTAL RAIL TRAIL (oJ VERTICAL: AS SHOWN L.LA NO. 2386 MIC EL SINGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 68 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, - _ NOTES AND DETAILS. --------- 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. - - - - - - - - - 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ ^ --------- LOWLAND / BIOSWALE AREA SEED MIX COR/1// - ■ a ■ _ I ■ ■ K W X50+00 -- O _ _ z z w 1� _ �� - l°;' _a` ��—_ JUN ACU 2 ■ _ - __-- 1 GAL ■ J Z ___ 51+00 — ■ wN �— - - - - - - — SAN ELIJO AV 52+oD � JUN EFF 5 1 GAL i ■ N E _ — ---- - --- - --- - - �� ` MUH RIG 4 ■ � � ��` 54+00 S GAL. ■ D 0 200_ _ - - �. _ ° _ __ - _ _ 55+00 ■ �' o D 6" '— _ -24#°0 _ — - - - -_ _ _ _ _ _ _ _ — —F _--■ C� r \ r, rt - - - - _ - - - � � emu' m L ■ 2 —� ■ m SAGE SCRUB SEED MIX MARITIME SUCCULENT SCRUB - - - - - _ _ (2,565 sf) -- - � - - i.. _. (369 sf) - - - - - - - - - - ■ � ■ N ■ ■ ■ ■ ■ ■ ■ ■ 1 I I I I I I I I I I I LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 LP-10 LP-11 LP-12 LP-13 LP-14 LP-15 I I I I I I I I I I I I I I AS-BUILT: 08/20/20 PLANTING LEGEND I I I I I I I I I . COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I I I I I I I I I I I I IRFAN KALHORO, PE MARITIME SUCCULENT SCRUB LOWLAND / BIOSWALE AREA SEED MIX KEY MAP NTS rvo H NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES 3916 Normal Street 0 10 20 40 60 San Diego, CA 92103 619.294.4477 `NNOSCgpF NORTH SCALE: V- 20' www.kwa.com F� l SIN ti J 23 �AIVDA Civil Engineering �(asD ZSZ-77ro a No. Nasland Surveying 4740RUffw5U*wt 9211 NORTH COUNTY Fxp.9 30 ,9 Land Planning San Dkgo,G921tt nasl.nd� TRANSIT DISTRICT OF Ca"F LP-1 DE�Ll�uu BY i DRAWN BY 1 CHECKED BY REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK I SCALE APPROVALS I CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS-BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 69 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN IL IL A NO. 2386 PLANTING PLAN H MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 69 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. J M Q — U N ■ ■ 0 w ■ ■ ■ Z ? N ■ ■ J Z ■ ■ oN ■ ■ ww ■ I ■ Q ■ ■ � N m SAN ELIJO AVE . COASTAL SAGE SCRUB SEED MIX ■ (1,703 sf) ■ ow �■ so-nn ■ ° d■ - 5� 0 - ■ C) Ljj J■ ■ x LL , z■-- y - - m U) 33 OD-' 34 9�e 35 00 36 00 — - - - - --- - _ - - - 3 00 - - - - - - - - (n wr - - - - - - - - - - - - -" - - - - - - - - - - - - - - - � m - x WE - - - - - ■ m z■ „\ - >• m x■ MARITIME SUCCULENT SCRUB OASTAL BLUFF SCRUB r (359 sf) (645 so Q ■ ■ f''t I I I I I I I I I I I LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 LP-10 LP-11 LP-12 LP-13 LP-14 LP-15 AS-BUILT: 08 20 20 I I I I I I I I I I I PLANTING LEGEND I I I I I I I I I I COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I I I I I I I I I I IRFAN KALHORO, PE MARITIME SUCCULENT SCRUB LOWLAND / BIOSWALE AREA SEED MIX KEY MAP NTS NORTH IL NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES 3916 Normal Street 0 10 20 40 60 San Diego, CA 92103 619.294.4477 `NNOSCgpF NORTH SCALE: V- 20' www.kwa.com F� l SIN ti J 23 csAIVDA Civil Engineering �(asD ZSZ-77ro a No. Nasland Surveying 4740RUffw5U*wt 9211 NORTH COUNTY Fxp.9 30 ,9 Land Planning San Dlego,G 921 tt `rT \Q' nasl.nd� TRANSIT DISTRICT OF C LP-2 REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK I SCALE DEVIGHPAUH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAwINC No. AS-BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED � O HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2386 PLANTING PLAN H MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 70 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ I � J M � � ■ Z ■ ■ 0 ■ ■ ZZ ■ � ' - ■ Q ■ _ -,_ _ ■ — — d ? ■ LOWLAND / BIOSWALE AREA ENO X - - ■ rn ■ ( o W ■ - - - - - - - - _ - - - - ____ -------- I ■ � J r ■ ■ ■ JUN ACU 6 ■ o ■ 1 GAL I - ■ N ■ p a j �__ JUN EFF 12 SAN ELIJO AVE. ■ 1 GAL 64+00 65+00 —66+00 ■ D o J ■ 61+00 - 62+00 - _ _ BCAR SPI _ — _ .� _ _ _ _ _ — _ _ _ - - - - - � - - - - - � —+ _ — _ — _ - . _ - � _ - — _ — _ _ — _ — _ - ■ - MUH RIG 5 1 Ilgal ■ ---- ,�oc� - -+� IZTI W 8 00 39 OC 40+00 - - - - M w cn m ■ --- m V ■ - — COASTAL SAGE SCRUB SEED MIX _ _ — �� ■ ■ (2.399 s� — - - _ ■ Q ■ - - r ■ 41 ■ COASTAL BLUFF SCRUB ■ (2,907 Sf ■ ■ I ■ ■ LP-1 LP-2 I LP-3 I LP-4 I LP-51 LP-6 I LP-7 I LP-8 I LP-9 I LP-10 ' LP-11 I LP-12 ' LP-13 ' LP-14 I LP-15 A$-BUILT: 08/20/20 I I I I I I I I I I I PLANTING LEGEND I I I I I I I I I I RFAN KALHORO, PE COASTAL SAGE SCRUB SEED MIX I I I I I I I I Umi� I I I I I I I I I I I I I I I I I I MARITIME SUCCULENT SCRUB I I I LOWLAND / BIOSWALE AREA SEED MIX KEY MAP NTS NORTH NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES 3916 Normal Street 0 10 20 40 60 San Diego, CA 92103 f 7 619.294.4477 `NNOSCgpF NORTH SCALE: V- 20' www.kwa.com F� l SIN "794, ti J 23 cs"_pAffw01r CM1 Engineering �(asD ZSZ-Ina a No. Nasland Land Plan 4740RUffw5U*wt 9211 NORTH COUNTY Fxp.9 30 ,9 Land Planning San Dkgo,G 921 tt nasl.nd� TRANSIT DISTRICT OF C LP-3 REVISIONS APPROVED DATE REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPA UNDER THE SUPERVISION OF APPROVED APPROVED 71 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2366 PLANTING PLAN M EXP. 9/30/19 DATE: DATE: WORK PROJECT N0. SHEET 71 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. - Me M : nu I : ■ i ■ �� 100 ■ wo ■ Z_ < M ■ 10 PALM TREES TO REMOVE (TYP.) �` COASTAL SAGE SCRUB SEED MI ■ � d z a � REFER TO CIVIL PLANS f1i S'gnl+F I I JO AVE, 1(1,714 all ■ C) —i- o a W ■ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ — _ _ _ _-J Z llt� U) ■ 44+o— W � n — -- — -- 4s o0 46 00 m o � - — — - - - - � - - — �-- - � - -"'- � - - - - - - — 4-'$00- - — — i — — gym ■ - W ■ _ MUH RIG 3 ■ m z 6GAL. _ -- - - - - J ■ CAR SPI4 _ . _ _ _ _ _ _ _ _--- _ _ _ _ ■ � _ ■ - 1gal - - - - - - - MARITIME �Q�■:■- - SCRUB JUN A (303 s m■■ e JFF r 6 ■ ■ 1 GAL ■ # ■ ■ L WLAND BI WALEAREA EED MIX ■ ■ (118 sf) ■ ■ 1 I I I I I LP-1 LP-2 LP-3 LP-4 I LP-5 I LP-6 LP-7 LP-8 LP-9 LP-10 I LP-11 I I LP-12 LP-13 I LP-14 LP-15 PLANTING LEGEND I I I I I I I I I I I I I I COASTAL SAGE SCRUB SEED MIX I I I I I I I I I MARITIME SUCCULENT SCRUB LOWLAND / BIOSWALE AREA SEED MIX KEY MAP NTS NORTH AS-BUILT: 08/20/20 NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES MENNEN 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 73 m 619.294.4477 / `NNOSCAaF NORTH SCALE: V- 20' www.kwa.com ! F� l SIN �y J 23 �AIVDA Civil Engineering T(asD ZSZ-77ro a No. Nasland Land Saa0aurt a921t NORTH COUNTY Fxp.9 30 ,g land %arming San Dkgo,G921tt `rT \Q' �.� TRANSIT DISTRICT 4TF of Cn LP-4 DESIGNED BY 1 DRAWN BY 1 CHECKED BY REVISIONS APPROVED DATE I REFERENCES I DATE I BENCHMARK I SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED � A HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL L) VERTICAL: AS SHOWN L.L.A N0. 2386 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 72 OF 66 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ �� ■ ■ ■ __-__ '_- - MUH RIG 4 -- ----- ■ rq -■ II �_ ___ 5 GAL. ■ z 95 _ JUN ACU 1 w ■ 656 sf AL SAGE SCRUB SEED MI ._ 1 GAL 7 + p O — _ - - ( ) V - - � , �+ N ELIJO_ — _ JUN EFF4 zz N J— 1GAL ■ D 72+00- _ - --- — Q d1 d ? J � ■ m- �� m :: :.... W m o W _ - 4 OG - - - rt' m ::.. ■ m ■ LOWLAND / BIOSWALE AREA SEED MIX ■ W (139 sf) ■ Z z ■ - - � m J1^ COASTAL BLUFF SCRUB PLANTING LEGEND I LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 LP-10 I I I LP-11 LP-12 LP-13 LP-14 LP-15 COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I I I I I I I I I I I I I I I MARITIME SUCCULENT SCRUB I I I I I I I I I I I I I I I I I I I LOWLAND / BIOSWALE AREA SEED MIX NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES KEY MAP NTS NORTH AS BUILT, [ 08/20/20 3916 Normal Street IRFANKALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 / `NNOSCAaF NORTH SCALE: V- 20' www.kwa.com ` F� l SIN ti Owl a J 23 �AIVDA CMI Engineering �(asD ZSZ-Ina a No. Nasland Surveying .,wa,E6at� NORTH COYNTY Fxp.9 30 ,9 Land Planning Ssn Dkgo,G 921 tt `rr \Q' TRANSIT DISTRICT OF C LP-5 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 73 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN IL IL A NO. 2386 PLANTING PLAN H MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 73 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. ■ - -___--- 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ � - ■ _ 76+00 J Q ■ o ��-��= p Add n _ = N �, _ SAN n �n ■ ■ - -- -� - n -R - .. Z_ d ■ 74+00 __- o_ rn J PROTECT IN PLACE- J W ■ -n EXISTING VEGETATION Wm■ it N 2 _■--. n —n > LU LU cf) - 1 ■ » > __. _ � »> »»» Ill LU Z ^H� 0� 1 _r .n 5300 _ mm ■ ».»..». .» + ; w m ■ COASTAL BLUFF SCRUB - COASTAL SAGE SCRUB SEED MIX ■ (3,013 sf) (909 so ■ V ■ ■ - - — ■ � .�. , �.-r.--. .. „vim„ . � � ,- ■ PLANTING LEGEND LP-1 LP-2 I LP-3 LP-4 I LP-51 LP-6 I LP-7 I LP-8 LP-9 LP-10 ' LP-11 ' LP-12 ' LP-13 ' LP-14 I LP-15 AS-BUILT, 08/20/20 COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I I I I I I I I I I I COASTAL BLUFF SCRUB I I I I I I IRFAN KALHORO, PE EXISTING VEGETATION TO PROTECT IN PLACE NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES KEY MAP NTS NORTH 3916 Normal Street 0 10 20 40 60 San Diego, CA 92103 619.294.4477 `NNOSCgpF NORTH SCALE: V- 20' www.kwa.com F� l SIN ti J 23 csAIVDA Civil Engineering �(asD ZSZ-77ro a No. Nasland Surveying 4740RUffw5U*wt 9211 NORTH COUNTY Fxp.9 30 ,9 Land Planning San Dlego,G 921 tt nasl.nd� TRANSIT DISTRICT OF C LP-6 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK I SCALE DEVIGHPAUH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS-BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 74 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2366 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 74 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ - ------ ------ M ■ 79+00 ■ _ I ■ SP�PIdO A �n �n �■ � -- _ J Z _y N n LOWLAND / BIOSWALE AREA SEED MIX ■ n —n — (246 S1J 58� _ � _ CD ■.m � n -n MARITIME SUCCULENT RUB r f (711 S1) o ■ so I ■ m - - - PROTECT IN PLACE ■ m ■ EXISTING VEGETATION / " / ■ � COASTAL BLUFF SCRUB r (421 S1) - - - 0 BOO LU a cf, __ 55 � ... - ■ LL LL r-- --E LU i _ _ = _ J ■ - - - - - - - ----- - _ _ -_- - -� >- ■ r ~: _ _------- OASTAL SAGE SCRUB SEED MI —— i\? _-__ ■ - (4.047 Sf) �-- _ ■ ■ - ______------ __ ■ PLANTING LEGEND I I I I LP-1 LP-2 LP-3 LP-4 LP-51 LP-7 LP-8 LP-9 LP-10 LP-11 LP-12 LP-13 LP-14 LP-15 AS-BUILT: 08/20/20 COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I I I I I I I I I MARITIME SUCCULENT SCRUB IRFAN KALHORO, PE COASTAL BLUFF SCRUB ` LOWLAND / BIOSWALE AREA SEED MIX KEY MAP NTS rvoaTH 3916 Normal Street € EXISTING VEGETATION TO PROTECT IN PLACE 0 10 20 40 60 San Diego, CA 92103 73 m 619.294.4477 NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES `NNDSCgpF NORTH SCALE: V- 20' www.ktua.com F� l SIN ti - � Q!ffEA J 23 CMIEngineering T(a58)29 -7 a No. Nasland Land Plan 4740RURW5U*wt 9211 NORTH COUNTY Fxp.9 30 ,9 Land Planning San Dkgo,G 921 tt nasl.nd� TRANSIT DISTRICT OF C LP-7 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE I TH AH AN I APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO AS-BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 7 5 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A NO. 2366 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 75 OF 66 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. ■ 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION ■ (P PLAN, MATERIAL SCHEDULE AND DETAILS. ■ N� - - ----_ 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, ■ — IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ / - - ■ ■ - - - - - - 6� z ■ _'____.»----°- - tea' ■ ■ ■ o w ■ _-_ - -- � -- n 84+48.. _ - � -__ - i ■ ■ U —" n --- f SAN ELIJ0 —rte SEEDING PER DOUBLE �� ■ TRACK PROJECT ■ D ii � �s -,-w , � ■ (7 m ■ OASTAL BLUFF SCRUB / _ >. '` 6 111 ■ (1,935 sf) m J ■ ,— . _ w EM + 60 00 -- — 59t 0 LLI _ LLI L L.I Z _j ■ �V' �. - - _-- - MARITIME SUCCULENT SCRUB COASTAL SAGE SCRUB SEED MIX r L) (1,951 sf) (1,991 sf) ■ ■ ■ ■ PLANTING LEGEND I I I I LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 LP-10 LP-11 LP-12 LP-13 LP-14 LP-15 I I I I I I I I I I I I I I COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I MARITIME SUCCULENT SCRUB COASTAL BLUFF SCRUB NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES KEY MAP NTS rvoa*ry AS-BUILT: 08/20/20 3916 Normal Street IRFANKALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 `NNOSCgpF NORTH SCALE V- 20' www.ktua.com F� l SIN reer J 23 �AIVDA Civil Engineering �(asD ZSZ-77ro a No. Nasland Surveying San Dkgrt CA 9211 NORTN COUNTY Fxp.9 30 ,9 Land Planning Sanlmnd G 31tt `rT \Q' TRANSIT DISTRICT �rF of C LP-8 REVISIONS APPROVED DATE I REFERENCES I DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO AS–BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPA D UNDER THE SUPERVISION OF APPROVED APPROVED � w HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL /V= H VERTICAL: AS SHOWN L.IL A N0. 2386 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 76 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ < O ■ ■ m M ■ O z ■ ■ ■ m ■ a � : ■ w x U Q ■ ■ J Z ■ ■ U � � 89+00 � _ � ■ [r N ■ 85+00 ■ ■ m SAN ELIJO AVE . nos � ■ ■ SEEDING PER DOUBLE ■ ■ TRACK PROJECT ■ m r ■ °_ COASTAL SAGE SCRUB SEED MI _ V . (3.662 sQ If m z m m WE w � � r z L >� i ■ / LOWLANDIBIOSWALE AREA ' j EED MIX (623 sf) O U) COASTAL BLUFF SCRUB i 227 s ,�/1� , Lll ( 0 / / �1I/ If If / L) Q LP-1 LP-2 I LP-3 I LP-4 I LP-51 LP-6 I LP-7 I LP-8 I LP-9 1 LP-10 ' LP-11 ' LP-12 ' LP-13 ' LP-14 I LP-15 PLANTING LEGEND I I I I I I i I I I COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I I LOWLAND/DRAINAGE AREA SEED MIX NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES KEY MAP NTS o H MENNEN AS-BUILT: 08/20/20 3916 Normal Street I RFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 `PNDSCAPF NORTH SCALE: V- 20' www.kRta.com '- F� l SIN reer J 23 �AIVDA Civil Engineering �(asD ZSZ-77ro a No. Nasland Surveying 4,slmnd et NORTH COUNTY � Exp.9 30 ,9 Land Planning San Dlego,G 921 tt `rT \Q' 4r TRANSIT DISTRICT F OF Cnj� LP-9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVnNC No. AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 7 7 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.L.A N0. 2386 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 77 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS ILIA THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. SA M 90+00 _-- _---- IJO A�� z =— --- —rte ■ ■ rt �rt � O ■ D w ■ � o i ■-__-_ _ __ __ _ - - SEEDING PER DOUBLE rt -rt /��— CO� ro° (7 w o TRACK PROJECT k 0), X Z ? N � Q n J Z ■ � � Z o_ - _ ■ m N QU i _10_ _ — _ — � m � � � ■ U _ m p ■ UJI w ■ m _ _ - - ■ M U) W — — _, ■ r W . _— ■ mo W ■ -- Z_ _ ■ J ■ 5 OASTAL SAGE SCRUB SEED MI ■ Z "v �' 4,705 SO _ - ■ J � ■ ■ - � k\o O ■ 65 — w ■ C 65 PLANTING LEGEND COASTAL SAGE SCRUB SEED MIX NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES 1 I I I I I I I I I I I LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 LP-10 LP-11 LP-12 LP-13 LP-14 LP-15 I I I I I I I I I I I I I I I I I I I I I I KEY MAP NTS NORTH AS-BUILT: 08/20/20 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 If 7 619.294.4477 / `NNOSCAaF NORTH SCALE: V- 20' www.ktm.com ! O l SIN �y J 23 �AIVDA Civil Engineering �(as�zsz-Ina a No. Nasland Surveying SanDkgrt CA 9211 NORTH COUNTY Fxp.9 30 ,9 Land Planning San Dlego,G 921 tt nasl.ndIcmn TRANSIT DISTRICT OF cn LP-10 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK I SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPAID UNDER THE SUPERVISION OF APPROVED APPROVED � w HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL (oJ VERTICAL: AS SHOWN IL IL A NO. 2386 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 78 OF 66 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, ■ ■ IRRIGATION SCHEDULE, NOTES AND DETAILS. ■ ■ 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ O m ■ ■ 7J ■ ■ - i ■ M ■ m ■ Q ■ Z ■ -_ ow ■ ■ N U ■ ■ ZZ N ■ ■ J Z ■ ■ � N ■ no : SAN ELIJO AVE ` - - — - - ■ ■ o ■ �" ■ 2 ■ r W ■ rt t ■ Z 11V m ■ rt ° OASTAL SAGE SCRUB SEED MI IE�II (2.625 sf) _ _ _ _ — — — — 75 to —■ U) ^ ,--- 700 _J ■ m M uJ � " - ■ r W zoo, - - ■ � fn w = " ' ■ LU ■ U - MARITIME SUCCULENT SCRUB ■ ' (319 sf) ■ w ---- ■ J ■ ~ ■ 75 ■ Q ■ - s ' ■ PLANTING LEGEND COASTAL SAGE SCRUB SEED MIX MARITIME SUCCULENT SCRUB I I I I I I I I�I I I I LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 LP-10 LP-11 LP-12 LP-13 LP-14 LP-15 I I I I I I I I I I I I NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES I I I I I I I I I KEY MAP NTS NORTH AS-BUILT: 08/20/20 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 `PNDSCA NORTH scale: r'= zo www.ktua.com F� l SIN "�90 J 23 �AIVDA Civil Engineering �(asD ZSZ-77ro a No. Nasland Surveying 41CpPotRnvSVeet NORTH COUNTY Fxp.9 30 ,9 Land Planning Sanlmnd G 31tt `rT \Q' TRANSIT DISTRICT �rF of Cn LP-11 REVISIONS APPROVED DATE REFERENCES I DATE I BENCHMARK I SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRawINC No. AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L L .L.A N0. 2366 PLANTING PLAN MIC EL INGE N EXP. 9/30/18 DATE: DATE: WORK PROJECT NO. SHEET 79 OF 66 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, ■ W IRRIGATION SCHEDULE, NOTES AND DETAILS. ■ 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ 17 Z ■ 2 i J ■ ■ z ■ p ■ n ■ Z7 ■ ow ■ ■ s ■ ■ ZZ ry ■ J Z ■ ■ oN ■ ■ � w ■ ■ Q ■ ■ no ■ ■ w N ■ ■ 0 ■ ■ O ■ ■ SAN ELIJO AVE . ■ ■ ■ ■ - _ - - ■ � s -- — - ■ n a ■ n n --"- - -■-r J COASTAL SAGE SCRUB SEED MIX - ■ Z ■ � � _ . (1.418 sf) m - _ W -- 2 `� , 7s#oo - w ■ - -- ■ m _ _ m - - cn - \gym Z V -- 1A r ■ � � ■ � _ ■ - -- - - HALLOW SWALE SEED MIX -- �-W � `.. . / � 568 sf) -- ■ Q ■ - - - - �' - r- SEEDING PER DOUBLE- ' ■ MARITIME SUCCULENT SCRUB ' ■ - -- - (450 sf) -' TRACK PROJECT ■ ■ r -- —� �� LP-1 LP-2 I LP-3 LP-4 I LP-51 LP-6 I LP-7 I LP-8 I LP-9 LP-10 I LP-11 I I LP-131 LP-14 I LP-15 I I I I I I I I I I I PLANTING LEGEND I I I I I I I I I I I I I I I I COASTAL SAGE SCRUB SEED MIX MARITIME SUCCULENT SCRUB SHALLOW SWALE KEY MAP NTS AS-BUILT: OH�2O�20 NOTE: REFER TO SHEET LP-16 FOR PLANT PALETTES MENNEN 3916 Normal Street I R FA N KA LH O RO, PE 0 10 20 40 60 San Diego, CA 92103 �J 619.294.4477 NORTH SCALE: V- 20' www.ktua.com re J 23 �AIVDA Civil Engineering �(asD ZSZ-77ro a No. Nasland Surveying SanDleg%CA921e NORTH COUNTY Fxp.9 30 ,9 wSoor Land Planning San 1tuffm 93111 `rT \Q' nasl.nd� TRANSIT DISTRICT 4 of C LP-12 REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAwINC No. AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED � O HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN IL IL A NO. 2386 PLANTING PLAN H MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 80 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. ■ ■ ■ ■ M SAN ELIJO AVE . ow ■ NU N ■ J Z m ■ v w ■ n Q no - -- — _/ o ■ �/ SEEDING PER DOUBLE, Z o W TRACK PROJECT m Ji ■ —� — m w m cn � - s e o� _ — _ �— w „� — — r rn - - — - � ■ Q : -- -- ■ ■ SHALLOW SWALE SEED MIX COASTAL SAGE SCRUB SEED MI ■ ■ (87 sf (1,130 sq ■ ii ■ PLANTING LEGEND COASTAL SAGE SCRUB SEED MIX I I I ' LP-1 I I _ I SHALLOW SWALE LP-1 LP-2 LP-3 I LP-4 I LP-5 I LP-6 LP-7 LP-8 LP-9 LP-10 1 LP-12 13 I LP-14 LP-15 I I I I I I I I I I I I r�mmm�oia I I I I I I I I I I KEY MAP NTS NORTH AS-BUILT: 08/20/20 3916 Normal Street IRFANKALHORO, PE 0 10 20 40 so San Diego, CA 92103 619.294.4477 `PNDSCAPF NORTH SCALE: V- 20' www.ktua.com SIN J T(asD 23 �AIVDA Civil Engineering ZSZ-77ro a No. Nasland Surveying INwa 6a��r NORTH COUNTY Exp.9 30 ,9 Land Planning San Dlego,G 921 tt `rT \Q' TRANSIT DISTRICT 4rF of Cn��F°�� LP-13 REVISIONS APPROVED DATE I REFERENCES I DATE I BENCHMARK I SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED 81 HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN IL IL A NO. 2386 PLANTING PLAN H MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 81 OF 86 N.E. Job no. 117-131.1 CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. 4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. OER ' DM' 11 24" BOX J M Q ■ ■ Z_ ■ D W ■ - ■ mil ; - - - — — — — ■ ■ a � N : SAN ELIJOIAVE. - - - - - - - - - - ■ rn ■ I Oo ISO GAB 2 SALVAGED PLANT (TYP.) O ■ O ENC CAL 5 ■ o ■ O 5 GAL '- ■ � N � I I ■ ■ ■ 85* ■ ■ ■ � - ' � � ■ EXISTING COMMUNITY GARDEN TREES ■ i ■ 1A_�� , AND SHRUBS TO REMAIN AND BE ■ ■ PROTECTED UNLESS SHOWN FOR m c7 ■ .i "� �' REMOVAL ON CIVIL PLANS. ■ D ■ 0 ■ ■ Q - �f o ■ 2 _ M A ■ r L ■ UR L1J ■ -/ j � , „� - , ` ,� 1 GAL ■ Z z � ■ m \ m r D 'v - m LW K ., . \ 87pp _ -_'gym OASTAL SAGE SCR W o � w 4,221 s� UB SEED MD LL W ,r, ■ m z EM a ■ SALVAGE EXISTING ALOE, JADE, AND ■ � Q : - _ --- AGAVE TO BE REMOVED WITHIN LIMIT OF - ■ WORK AND REPLANT WHERE SHOWN ON - - - m CIt _.: _ — THIS SHEET ■ ■ SEEDING PER DOUBLE ---- — _ - - ------------ - - TRACK PROJECT ��' __ � - - -. ■ RHU INT 1 5 GAL 1 I I I I I I I I I I I LP-1 I LP-2 I LP-3 I LP-4 I LP-51 LP-6 I LP-7 I LP-8 I LP-9 I LP-10 I LP-11 I LP-12 I LP-13 LP-14 LP-15 I I I I I I I I I I PLANTING LEGEND I I I I I I COASTAL SAGE SCRUB SEED MIX I I I I I I I I I I KEY MAP NTS NORTH AS-BUILT: 08/20/20 3916 Normal Street IRFAN KALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 � `PNDSCAPF NORTH H SCALE: V- 20' www.kwa.com F� l SIN "�9 �y 1(65371-]110 J No. 23 ~ �AIVDA Civil Engineering p Nasland Surveyng 4140RUff �r NOUN COYNTY Exp.9 so ,9 Land Sury Planning San Dkgo CA 92111 `rr \Q' naslanI TRANSIT DISTRICT �rF OF CnVvF � LP-14 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO AS-BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED � A HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL 1 VERTICAL: AS SHOWN L.L.A NO. 2386 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 82 OF 66 N.E. Job no. 117-131.1 \ b ■ SAN ELIJO AVE . m r l�� nv �� ■ EXISTING COMMUNITY GARDEN TREES --- ■ AND SHRUBS TO REMAIN AND BE � a n : PROTECTED UNLESS SHOWN FOR Z ■ REMOVAL ON CIVIL PLANS. \ K w ■ Q O Z ■ \ - I wO N ■ Q Z Z ■ J Z ■ \ N ■ �1tOC �o' � \ ■ a = - - - 0_ ■ — �- o H ■ r 00 - - - � tP W ■ — / y LL1 OASTAL SAGE SCRUB SEED MIX -- C� LLI (3,450 sf) _ (0, X U ■ Cry n - LLI ■ ■ Z ■ SALVAGE EXISTING ALOE, JADE, AND - - - J ■ AGAVE TO BE REMOVED WITHIN LIMIT OF WORK AND REPLANT WHERE SHOWN ON - ■ SHEET LP-15 Q ■ ■ _ CROSS REFERENCE NOTES: 1. SEE SHEET LP-16 THROUGH LP-18 FOR PLANT SCHEDULE, NOTES AND DETAILS. PLANTING LEGEND 2. SEE SHEET LC-1 THROUGH LC-18 FOR CONSTRUCTION PLAN, MATERIAL SCHEDULE AND DETAILS. COASTAL SAGE SCRUB SEED MIX 3. SEE SHEETS LI-1 THROUGH LI-10 FOR IRRIGATION PLAN, IRRIGATION SCHEDULE, NOTES AND DETAILS. O4. REFER TO CIVIL PLAN FOR ADDITIONAL INFORMATION. 24"R BOX 1 I I I I I I I I I I I LP-15 LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 LP-10 LP-11 LP-12 LP-13 LP-14 I I I I I I I I I I I I I I I I I I I I I I I KEY MAP NTS NORTH, AS-BUILT: 08/20/20 3916 Normal Street IRFANKALHORO, PE 0 10 20 40 60 San Diego, CA 92103 619.294.4477 / `NNOSCAaF NORTH SCALE: V- 20' www.kMa.com ` F� l SIN ti 1(a5�371-ma J No. 23 ~ �AIVDA Civil Engineering p Nasland Surveying LDLC4 NORTH COUNTY Fxp.9 so ,9 Land Planning Ln Dkgo,G 921 tt `rT \Q' TRANSIT DISTRICT OF C LP-15 REVISIONS APPROVED DATE I REFERENCES I DATE I BENCHMARK I SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAwINC No. AS-BUILT 1 IM/31/24 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED A A HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL `oJJJ VERTICAL: AS SHOWN L L .L.A N0. 2386 PLANTING PLAN MIC EL INGE N EXP. 9/30/18 DATE: DATE: WORK PROJECT NO. SHEET 83 OF 66 N.E. Job no. 117-131.1 PLANT PALETTE - NON- IRRIGATED HYDROSEED MIXES ® COASTAL SAGE SCRUB SEED MIX MARITIME SUCCULENT SCRUB Project Area(SF) 36,306 Project Area (AC) 0.83 Project Area (SF) 4,461 Project Area (AC) 0.10 Total Seeds Min % Viable Total Los per Total Total Scientific Name Common Nam PLS PLS %P %G Seeds/Lb Lbs/Ac project Saetls/ Min % Viable PLS Lbs per Ahrplax fientdormis Salthush 500,000 45% 90% 50% 225,000 3 0.31 Scientific Name Common Name PLS PLS %P %G Seeds/Lb b Lbs/AC project Calystegia macrostegia cycbslegia Island False Bindweed 75,000 76% 95/ 80% 57,000 4 0.41 Cneondium dumosum Bush Rue 3,000 36% 90% 40% 1,080 6 0.61 Artemisia californica California Sagebrush 5,500,000 10% 20% 500/6 550,000 0.3 0.25 Dudleya pulvemlenta Chalk Lettuce 20,000,000 10% 20% 50% 2,000,000 0.5 0.05 Acmispon glaber Deenveed 200,000 760/6 95% 80% 152,000 4 3.33 Enceha califomica California Encelia 325,000 21% 30% 70% 68,250 3 0.31 Encelia califomica California Encelia 325,000 21% 30% 7130/0 68,250 1 0.83 1 Enogonum fasciculatum Fasciculatum Calfornia Buckwheat 450,000 5% 50% 10% 22,500 6 061 J M Enogonum fasciculatum California Buckwheat 450,000 5% 500/0 100/0 22,500 1.5 1.25 Edophyllum confertiflorum Golden Yarrow 500,000 35% 50% 70% 175,000 2 020 Enophyllum confertiflorum Golden Yarrow 500,000 35/0 50% 70% 175,000 1 0.83 Isocoma menziesii Goldenbush 840,000 10% 25% 40% 84,000 3 0.31 z Isocoma menziesii Goldenbush 840,000 10% 25% 45/0 54,000 0.6 050 0 0 r, Isomeds erborea Blatlderpotl 4,400 59% 98/0 60% 2,587 4 0.41 W Lupinus bicolor Miniature Lupine 100,000 83% 98% 85% 83,300 2 1.67 Mimulus aurantiacus Sticky Markey Flower 12,000,000 1% 2% 60% 144,000 2 0.20 U Li pious succulents Arroyo Lupine 100,000 83% 98% 85% 83,300 3 2.50 Opunha littoreAs Shore Cactus 15,000 36% 90'/0 40% 5,400 2 0.20 W z N Melica imperfecta Mlelica Grass 100,000 83% 98% 85% 83,300 2 1.67 z - Pseudognaphaaum caftfomicum California Everlasting 20,000,000 20% 40% 50% 4,000,000 0.5 0.05 J z Mimulus aurantiacus Sticky Monkey Flower 12,000,000 1% 2% 60% 144,000 0.1 0.08 Sisynnchium be0um Blue Eyed Grass 300,000 71% 95% 75% 213,750 2 0.20 0_ - Pseudognaphalium californicum California Everlasting 20,000,000 20% 40% 500/ 4,000,000 0.1 0.08 St/pa lepida Foothill Needlegrass 415,000 71% 95% 75% 295,688 2 0.20 ON Stipa leptda Foothill Needlegrass 415,000 1 71% 95% 75% 295,688 2 1.67 Ships pulchra Purple Needle Grass 110,000 78% 98% 80% 86,240 4 041 W Sbpa pulchra Purple Needle Grass 110,000 78% 98% 80°/ 86,240 3 2.50 Total Lbs, Seed 44.00 4.51 J¢ Distichlis splcata Salt Grass 110,000 1 78% 98% 80%1 86,240 4 1 3.33 irN Suaeda nigra lBush Seepwood 110,000 78% 98% 80%1 86,240 0.2 0.17 Total Lbs, Seed 24.60 20.67 LOWLAND I BIOSWALE AREA SEED MIX 0 Project Area (SF) 1,342 Project Area (AC) 0.03 o Total Seedsl Min % Viable Total Lbs per Common Name Scentifc Name PLS PLS %P %G SeetlslLb LbslAC pro Get COASTAL BLUFF SCRUB Carex spissa San Diego Sedge 325,000 62% 95% 65/0 200,688 6 0.18 Project Area(SF) 10,347 Project Area (AC) 0.24 Juncus status Spiny Rush 9,650,000 72% 90% 80% 6.948,000 1 0.03 Total Mahlenberia dgens DearGrass 3,200,000 32% 70% 45% 1,008,000 2 D.06 SeedsI Min % Vlabie Total Lbs per Schcemplectus ralifomicus California Bulrush 480,000 59/ 95/0 60/ 282,240 2 D.Ofi Scientific Name Common Name PLS PLS %P %G Seeds/Lb Lbs/Ac project 11 0.94 Acmispon glaber Deerweed 200,000 76% 95% 80% 152,000 2 048 Artemisia califomica California Sagebrush 5,500,000 10% 20% 50% 550,000 1 0.24 Baccharis pilulans Coyote Brush 9,000,000 2% 5% 40% 180,000 3 0.71 SHALLOWSWALE SEED MIX Baccharis sarothroides Desenbroom 3,200,000 4% 15/o 40% 128,000 4 0.95 Project Area(SF) 918 Project Area (AC) 0.02 Camissoniopsis chennthifolia Beach Evening Primrose 2,500,000 72% 9D% 80% 1,800,000 1 0.24 Total Collinsia heterophylla Chinese Houses 400,000 83% 98% 85% 333,200 2 0.48 Seeds I Min % Viable Total Lbs per EriWhyNum cmfertdlorum Golden Yarrow 500,000 35% 50% 70%1 175,000 3 0.71 Common Name Scientific Name PLS PLS %P %G Seeds/Lb LbslAc project Isocoma menziesii Goldenbush 840,000 10% 25% 40%1 84,000 4 0.95 Carex spissa San Diego Sedge 325,000 62% 95% 65% 200,688 20 0.62 Malosma laurina Laurel Sumac 125,000 69% 98% 70% 85,750 3 0.71 20 1 Mimulus aurantiacus Sticky Monkey Flower 12,000,000 1% 2% 600 144,000 3 0.71 Rhus Oftrifolia Lemonade Berry 4,000 76% 95% 80% 3,040 2 0.48 Salvia aplana White Sage 325,000 32% 80% 40%1 104,000 3 071 Salvia mePrfem Black Sage 520,000 80% 85% 70% 309,400 2 0.48 Sambucus nicm Common Elderberry 45,000 48% 95% 50% 21,375 2 0.48 !Stay ho belium Blue Eyed Grass 300,000 71% 95% 75% 213,750 4 0.95 Stipa pulchra Purple Needle Crass 110,000 78% 98% 80% 86,240 2 0.48 Total Lbs. Seed 41.00 9.74 AS BUILT, 08/20/20 3916 Normal Street IRFANKALHOROrPE San Diego, CA 92103 619.294.4477 `PNDSCAPF www.ktm.com �y �AIVDA ere 7(656)192-77RI J No. 23 � Civil Engineering p Nasland Surveying SanDlei%CA9211 NORTN COUNTY Fxp.9 so ,9 Land Planning San Dkggce 921tt `rT \Q' TRANSIT DISTRICT 4rF OF CM /All REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK sCAIJ; APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS-BUILT 1 101/31/24 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED �� HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL VERTICAL: AS SHOWN L.IL A N0. 2366 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 84 OF 86 N.E. Job no. 117-131.1 PLANT PALETTE - CONTAINER STOCK TREES CODE QTY BOTANICAL NAME COMMON NAME CONT MIN. MIN. REMARKS HT. SPRD. O CER 'DM' 12 CERCIDIUM x 'DESERT MUSEUM' PALO VERDE 24" BOX 7'-9' 4'-7' STRAIGHT TRUNK WITH STRONG LEADER, GOOD COLOR, DOUBLE STAKE COMMUNITY CODE QTY BOTANICAL NAME COMMON NAME CONT MIN. MIN. REMARKS GARDEN HT. SPRD. J n AREA a ENC CAL 5 ENCELIA CALIFORNICA CALIFORNIA ENCELIA/ BUSH SUNFLOWER 5 GAL 8"-12" 8"-12" FULL AND BUSHY TO GROUND, GOOD 0 Op COLOR WN O w s ISO ARB 2 ISOMERIS ARBOREA BLADDERPOD 5 GAL 8"-12" 8"-12" FULL AND BUSHY TO GROUND, GOOD z z N O COLOR J Z_ o_ MIM AUR 2 MIMULUS AURANTIACUS STICKY MONKEY FLOWER 1 GAL 6"-8" 6"-8" FULL AND BUSHY TO GROUND, GOOD ° N Q COLOR U �J J no RHU INT 1 RHUS INTEGRIFOLIA LEMONADE BERRY 5 GAL 12' - 15" 12" - 15" FULL AND BUSHY TO GROUND, GOOD it N COLOR w ° LOWLAND / CODE QTY BOTANICAL NAME COMMON NAME CONT MIN. MIN. REMARKS ° BIOSWALE HT. SPRD. AREAS CAR SPI 12 CAREX SPISSA SAN DIEGO SEDGE 1 GAL 4"-8" 4"-8" DENSE CLUMPS, GOOD COLOR JUN ACU 11 JUNCUS ACUTUS SPINY RUSH 1 GAL 4"-8" 3"-8" DENSE CLUMPS, GOOD COLOR JUN EFF 27 JUNCUS EFFUSUS SOFT RUSH 1 GAL 4"-8" 4"-8" DENSE CLUMPS, GOOD COLOR O MUH RIG 16 MUHLENBERGIA RIGENS DEER GRASS 5 GAL 6' - 12" 6' - 12" DENSE CLUMPS, BRIGHT GREEN COLOR, SLENDER LEAVES AS-BUILT: 08/20/20 MENNEN 3916 Normal Street IRFAN KALHORO, PE San Diego, CA 92103 619.294.4477 / `PNDSCAP www.ktua.com ! F� V SIN 1(a5�371-ma J No. 23 ~ �AIVDA Civil Engineering p Nasland Surveying °�°° NORTN COUNTY Fxp.9 so ,9 Land Planning Si n Dkgo,G 921 tt �.� TRANSIT DISTRICT �rF of Cn��F°�� LP-17 REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK I SCALE UEVIGMADH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS—BUILT 1 IM/31/24 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED A HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL ov VERTICAL: AS SHOWN IL IL A NO. 2386 PLANTING PLAN MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 85 OF 86 N.E. Job no. 117-131.1 LEGEND LEGEND O WOOD STAKE (SEE SPECIFICATIONS) O NEW NATIVE SHRUB 0 9 O TREE TIE (MIN. 4 REQUIRED, NAIL TO O2 SHRUB CROWN 2" (TYP.) ABOVE FINISH STAKE) GRADE 14 O MULCH, REFER TO SPECIFICATIONS O3 2" HIGH WATERING BERM AROUND THE AND PLANTING NOTES FOR DEPTH PLANT HAND COMPACTED BERM AND TYPE F FINISH GRADE FINISH GRADE 1 J n 2 O5 PLANT TABLETS (3" BELOW GRADE) 2 OS PLANT PIT W/ ROUGHENED SIDES © LOOSENED NATIVE SOIL z 1 3 © PLANTING PIT W/ ROUGHENED SIDES 11 ° 0 N 3 O7 TOPSOIL AND NON-COMPACTED i 11 1 Z 4 �] BACKFILL MIX (PUDDLE AND SETTLE) iv 4 SUBGRADE ? N ® 2x ROOTBALL DIAMETER MIN. ® 2X ROOTBALL DIAMTER MIN. ii N 6 O ROOTBALL 10 9 a 5 O UNDISTURBED ROOTBALL a 10 DEPTH OF ROOTBALL :6) 10 DEPTH OF ROOTBALL no w N 7 11 6" WATERING BASIN (EXCEPT IN LAWN) 11 BARK MULCH, REFER TO w 8 SPECIFICATIONS AND PLANTING o $ 12 TREE COLLAR (PLANT PER SPECS.) NOTES FOR DEPTH AND TYPE (KEEP p AWAY FROM BASE OF SHRUB) 13 TREE TRUNK NOTES: 14 NOTES: CUT ALL STAKES 6" BELOW TREE CANOPY A. SEE LANDSCAPE SPECIFICATIONS FOR PLANT INSTALLATION A. REFER TO SPECIFICATIONS FOR PLANTING PROCEDURES AND PROCEDURES AND ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. B. PLANT SHOULD BE REMOVED FROM POT WITH AS LITTLE B. REMOVE FROM BOX WITH AS LITTLE DISTURBANCE TO THE DISTURBANCE TO THE ROOTBALL AS POSSIBLE. ROOTBALL AS POSSIBLE. ATREE PLANTING WITH DOUBLE STAKING �p� SHRUB PLANTING M SECTION NOT TO SCALE B SECTION NOT TO SCALE AS-BUILT: 08/20/20 0000010 1 3916 Normal Street IRFAN KALHORO, PE San Diego, CA 92103 619.294.4477 � ; `PNDSCAP www.kwa.com F� V SIN �y 1(a5�371-ma J No. 23 ~ �AIVDA Sur Engineering p Nasland Surveying .,wa;a921r NORTH COUNTY Fxp.9 so ,9 Land Planning Si n Dkgo,G921tt TRANSIT DISTRICT OF Ca"F LP-18 DESIGNED BY 1 DRAWN BY 1 CHECKED BY REVISIONS APPROVED DATE I REFERENCES I DATE I BENCHMARK I SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS—BUILT M/31/2 IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPROVED A HORIZONTAL: AS SHOWN DATE. 11/15/17 BY: BY: COASTAL RAIL TRAIL /U= VERTICAL: AS SHOWN L.L.A N0. 2386 PLANTING DETAILS MIC EL INGLE N EXP. 9/30/19 DATE: DATE: WORK PROJECT NO. SHEET 86 OF 66 N.E. Job no. 117-131.1