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2001-6169 I (Plans) (5)
GENERAL RIGHT -OF -NAY NOTES: I. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOi LE55 THAN 48 HOURS ADVANCE NOSE OF THE INITIATION OF PERMITTED USE AT (760) 633-2796 OR 633-2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1-800-422-4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VAUD CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE 'WORK AREA TRAFFIC CONTROL HANDBOOK', LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT-OF-WAY, WEN A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PUNS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WTH THE CITY SPECIFICATIONS AND APPROVED PUNS. SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7. NO WORK WITHIN THE PUBUC RIGHT-OF-WAY IS PERMITTED ON SATURDAYS, SUNDAYS. OR HOIDAYS ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633-2770. CONTINUED ON SHEET 2 ONNER'S STATEMENT FOR SNPPP PROJECTS IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE REQUIRED. THE OWNER/DEVELOPER SHALL EXECUTE THE STATEMENT BELOW. DEVELOPMENT OF THIS PRODUCT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER. WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NO FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE REED NTH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS IMPROVEMENT PLAN NO. 6169-1 AND BY SWRCS NO. R9-2015-E001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH N SECTION C.7 OF SWRCB NO. R9-2015-0001. r AZURE $ PRINTED NAME OF ABOVE PERSON, TITLE ENCINITAS BEACH HOTEL VENTURE, LLC REVIEWED BY: ,ere 5-19-21 ® INSPECTOR DATE DINNER'$ CERTIFICATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE (N THE COMPACTION AND STABILITY OF THE SITE. I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES. CLAIMS. DEMANDS CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF. ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANE WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. i SIGNATURE: DATE: .. a 14 N INITAS BI HOTEL VENTURE, LLC SODS ENGINEER'S CERTIFICATE I, NWAM D. OLSON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL 4 2017 AND FOR AN UPDATE ON AUGUST 2. 2QO ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE RENEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONNS4// /`/////�(/A� Goo SIGNED:CEG 2457 MICHAEL D. JENSENLEIGHTON CONSULTING INC,3934 MURPHY CANYON ROAD, SUITE B-205 SAN DIEGO, CA 92123 (858) 292-SM a AND UPDATE LETTER DATED JVNE 161 RESPONSE LETTER DATEDAUGU5T 31, 2016 CHANGE NO. I DESCRIPTION I APPROVED I DATE PLANS FOR THE CONSTRUCTION OF COAST HWY 101 WIDENING IN THE CITY OF ENCINITAS SCALE f a W WERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 80.679 SQFT CITY OF CARLSBAD IMPERVIOUS AREA AFTER CONSTRUCTION: 85.368 SQFT INCREASE IN IMPERVIOUS AREA: 4.689 SOFT F 0 iPERVIOUS AREA REPLACED: 4,109 SOFT JA50H S.S. GELDERT SA \ ® CRY ENGINEER R.Q,E, 63912 EXP. 9130120 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTNI BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO E705 INC U71 TES EXCEPT IC SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE WE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTUTIES OR STRUCTURES LOCATED AT THE WORT( SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UEUTIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATON AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LEUCADIA WASTEWATER DISTRICT (LWD) - (760) 753-0155 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-60D-227-2600 D. TELEPHONE - SBC BELL - (761 E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 2. CONTRACTOR SHALL MONEY 1HE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON TIES PROJECT. PHONE: (760)-533-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION VALE BE SUBJECT TO REJECTION AND REMOVAL STATEMENT OF ENGDIEER OF WORE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION, THE ENGINEER FURTHER AGREES THAT THE WORT( PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF PRI ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS. AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING VANN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE L% /�- - DATE: Z'/lr�� MARK L HENNIN:, R.C.E. 58007 inH TALE HALE ENGINEERING AND SURVEYING INC. 7910 CONVOY CT. SAN DIEGO, CA 92111 y (656) 715-1420 ® ILA AS-aL7nrs iO zOEALss-irf A' Oft -B- SN ECfS I,JEA(c &r L1; AL-. N6 fUAN LANC. fA!"Ji��.T/�f�4LYAL�F>v.• N' MC?i'Aii6GM;G717. A::GiV7i !L•QVAlfG14J,i`iTiL' .1! N . N 1 f y fawn• aFi�7143 am i1.1 ilk . .. l;_ .. d :. EEY MAP LEGEND PROPERTY LINE. RIGHT-OF-WAY -R/W� CURB .... SEWER. S STORM DRAIN. WATER. _W- SHEET INDEX. 2 -27-19 VICBM MAP 3xrm� TITLE SHEET.... ........ ....... ..... ........ ....... ....... SHEET I NOTES- ...................................................... SHEET 2 NOTES AND DETAILS ..... ........ - ..... - .... --... FLEET 3 DETAILS ............ .......... _..... .......... ........ ...... SHEET 4 DEMOLITION PLAN. ............ - ............... ....... SHEET 5 DEMOLITION PLAN. ... ......... - ..... - ............... SHEET 6 PUBUC IMPROVEMENT PUN SHEET 7 PUBLIC IMPROVEMENT PUN. SHEET 8 SEWER AND WATER PLAN & PROFILE SHEET 9 STORM DRAIN PLAN & PROFILE. .......... SHEET 10 EROSION CONTROL PUN ....................... SHEET 11 TRAFFIC NOTES ..................................... _.. SHEET 12 TRAFFIC STRIPING PLAN ......... __............. SHEET 13 TRAFFIC SIGNAL PLAN ............ _....... _....... SHEET 14 IRRIGATION PLAN ...................................... SHEET 15-18 PLANTING PLAN ................................. _..... SHEET 19-20 IYGM PR� OYEYENT S1D. BRAWINC NO. SYYROL SLOPE (2;1,UNLESS OTHERWTSE.SHOWN) LIMIT OF WORK. .. ... ------ CONTOUR RIGHT OF WAY -R/W_ PROPERTY LINE. .... .. ... _P/L_ A.C. PAVING ON BASE SECTION PER CITY ENCINITAS SID'S ..STRUCTURAL (5` AC%16` CL 2 AB MIN.)• - A.C. OVERLAY 4 CONCRETE SIDEWALK. SDRSD. G-71.0-9. 0-10 0 6- CURB & GUTTER TYPE 'G'. SDRSD G72, Gr1Q..Q-11 ... 6- CURB & GUTTER ROLLED SDRSO G-4A .& G-418 ..... . MEDIAN CURB & GUTTER TYPE '13-21. . SDRSD 40, 0-6.. . 6' A.C. BERM. SDRSO G-5, TYPE. 'A' . . . A.C. TRENCH RESURFACING .SDRSD. G-24A. B.G.-246 .. - ENHANCED PCC PAVEMENT DETAILS PER LANDSCAPE PLANS... .,i•, STREET LIGHT 400 W HSP SDRSD E-1. .. o-- PEDESTRIAN RAMP. SDRSD G-27,.Q-32A,. 0-3213 COMMERCIAL DRIVEWAY SORSD G-26, G-15,. G-16 , Q lam_ STORM DRAIN. SDRSD D-6D. PIPE SIZE AND TYPE PER PLAN CURB INLET TYPE 'B' SDRSD G-2. G-11A. G-1113, G-R MEDIAN INLET TYPE 'J' SORSD.D-4S.... TYPE 'A' CLEANOUT. SDRSD D79.& D711... CONCRETE ENERGY DISSIPATER SDRSD D741A.. - SEWER MAIN. LWD S-11, S-12. .PIPE, SIZE AND TYPE PER PLAN .. -S- SEWER MANHOLE LWO. 5-3 S-6. S-30, S-33 . O WATER MAIN. PIPE SIZE AND TYPE PER PLAN, WAS WP-01 -W- GATE VALVE ...WAS. WV-02 & WV-03 . FIRE HYDRANT ASSEMBLY (INDUSTRIAL). WAS WF-Q7. B .WF-04 �R 20 MANUAL AIR VACUUM VALVE ..WAS WA-01, 4.Wc-17.. 2. BLOW -OFF TYPE A WAS W13701. &. WC-17.. -� CONCRETE THRUST BLOCK WAS WT-01 . RETAINING WALL PRIVATE, PER _ENCROACHMENT PERMIT DOC. 2019-0010319 REC JANUARY 10 2019 REFERENCE DRAWINGS GUARD RAIL. SDRSD M-30 WASTEWATER RECLAMATION SYSTEM REACTIVATION ........................ 3172 GUARD POST AND BARRICADE SDRSD 4-9 VULCAN AVENUE GRAVITY SEWER ...._ SO 010D6 LEUCADIA DRAINAGE PROJECT ................................................ 013-DI EXISTING CONTOUR HWY 101 SEWER MAIN REPLACEMENT.. ES 434 R--� ENCINITAS BEACH RESORT ................... 6169-G EXISTING CURB BEACH PUBLIC ACCESS ........................ 63WI BATOUITOS GRAVITY SEWER ................ G-I(LWD) EXISTING BERM _ Ow '� EXISTING STORM DRAIN _ _ _ ENCINITAS BEACH HOTEL VENTURE. LLC 12250 EL CAMINO REAL. SUITE 160 EXISTING STORM DRAIN INLET SAN DIEGO, CA 92130 PHONE: 858-350-4800 EXISTING SEWER. .. -e- SITE ADDRESS EXISTING WATER. ...... -W_ 2100 NORTH COAST HIGHWAY ENCINITAS, CA EXISTING ELECTRIC e0sni s G- ASSESSOR'S PARCEL NUMBER .C. OVERLAY C,O.C, 6r.2, 276-W1-26-00 ® (CITY OF CARLSBAD)' .. . .27, LEGAL DESCRIPTION MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDy S. ACTUAL PARCEL 1 OF PARCEL MAP NO. 18587 IN THE CITY OF ENCINITAS, STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER. AND APPROVED BY COUNTY OF SAN DIEGO STATE OF CAUFORMA, ACCORDING TO THE MAP THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. THEREOF, RECORDED NOVEMBER 21, 2DDO AS FILE NO. 20OD-0635224. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. I BMP PROJECT STATUS 1 LEUCADIA WASTEWATER DISTRICT SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY ATTREATMENT FACILITIES TO BE MAINTAINED BY OWNER PLANNING IN ACCORDAANCENCE NTH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER PUBLIC SEWER SYSTEM APPROVAL W17-030 TREATMENT AND STORMWATER POLLUTION CONTROL FACLTIES' D BY: LWD DISTRICT ENGINEER N, RECORDED ON AC/LtL 6 9L /9 D S. Wl ON, P.E. RCE DATE Lk. 2jIq j((,RE�yb*e4C,Lfr VX--F/11 AS DOC. R )LOGS-O(("108\ DEXTER WILSON ENGNEERING. INC 6/30/2020 SIGN DATE SON DATE tIKM RAIL DESIGNED BY: I A Y: I CHECKEDENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC ED: APPROVE TITLE FEET FOR: DATE: B � ENCINITAS BEACH HOTEL ® 6169-I COAST HIGHWAY 101 R.C.E. NO.: 58007 S -[�0 AK ED R M R rrROW/ F MARK L. HEMMING '--` (5 WIDENING CCTT OF CARLSBA EXP.; 06/30/20 DATE DA PUNNING CASE NO: TPM-89-014 APN: 216-041-26 DWG 519-3 SHEET 1 OF 21 Q�N K zoI l wrn 2Z O wow wo ink 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633-2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF 6LL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES, MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO-WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING PARK, WHICH SHALL INCLUDE THE USE OF A FULL-TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT UNES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON -WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITYS STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD DRAWING DATED SEPTEMBER 30. 1996. 15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. 16. TWO SACK SAND -CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFlLL ON ALL LATERAL 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES. 18, ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFIWNG. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCITES BELOW THE ROADWAY SURFACE. Q 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTUTIES SHALL MAINTAIN A MINIMUM. SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT-OF-WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WALL LEAVE A CLEAN NON-SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. 27. TEMPORARY PATCHING OF TRENCH IS REWIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILUNG. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30. 1996. AND THE REMOVAL OF OBSTRUCTION(S). THE PERMITTEE SHALL PROMPTLY 28. MERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT 'NTH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFlLL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF, AFTER THE RETELLING OF AN EXCAVATICN, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING IS REWIRED, AN ENGINEERED DETAIL DRAWING WALL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPUCATION EITHER AS AUGER, HAMMER, HYDRAUUC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REWIRED. 32. ALL SUBSURFACE UTIUTIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S STE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 UNEAR FEET, TRAVERSING SIGNAUZED INTERSECTIONS, CROSSING INTERCONNECT WARES, OR OTHERWISE MERE THE CITY ENGINEER HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABIUTATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABUSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A UCENSED LAND SURVEYOR. 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09-06 AT NO COST TO THE CITY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DREW PETERSON AT (619) 906-2825, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES MEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES MICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON. S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY MEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/HMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND OR THE TURF/LANDSCAPED AREAS. 4. NO RAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBUC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISRNG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. CHANGE NO. 1 DESCRIPTION I APPROVED I DATE I BENCHMARK LOCATION: STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE IQ SAN DIEGUITO WATER DISTRICT NOTES (CONTINUED) CONSTRUCTION ACTIVITIES (CONTINUED) 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION WASTE MANAGEMENT COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE OFMSTTANDARDnPPPIPE AND BEVELnEND FOR USEnNTH DEFLECTION oCOUPPUNGS. USE 9.5-FOOT PLAIN WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER UDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT UDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT PATH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORAIDRAIN INLETS ON PERVIOUS SURFACES. 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 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633-2770. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WALL BE REQUIRED TO SCHEDULE A MANDATORY PRE -CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633-2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. & CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO III= PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTIUTY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 16 ONE CROSSINGS. LINE WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 16. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLEUNG WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. .a;;1 slaw P USE 19-FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1.150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICTS REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AS-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WO-18. 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. LEUCADIA WASTEWATER DISTRICT NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPUES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LOUD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY NTH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO START OF WORK, CONTRACTOR SHALL SECURE A LOUD PERMIT FOR CONSTRUCTION, SUBMIT SHOP DRAWINGS FOR ALL MATERIALS FOR REVIEW & APPROVAL, SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING PER APPENDIX V OF STD SPEC, PROVIDE 3-WEEK LOOK AHEAD SCHEDULE(S) FOR ALL SEWER WORK THRU-OUT PROJECT IN ADDITION TO 72 HOURS NOTICE OF NEED FOR EACH INSPECTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-GF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMMING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE 12. RI 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTUTIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTUTIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY STATE LAW. ALL UTUTY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT UNITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER MICH CERTIFIES THAT TRENCH BACKFlLL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. (CONTINUED ON SHEET 3) SCALE AS -BUILT uc>I�ncu o.: urcnmr WHMnT:. 6nEunEu T: ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. o PLANS PREPARED UNDER SUPERVISION OF REC D AP ROVED: NOTES FOR HORIZONTAL: NfA �L :,13/21 DATE' 2E¢(LL ENCINITAS BEACH HOTEL CLINTON E. HALE DATE COAST HIGHWAY 101 6169-I VERTICAL: NAR.C.E. NO.: 58007 SITE NOWED D WIMMER S 5-20-21 MARK L HEMMING 1 12 WIDENING N N IN EXP.: 06/30/20 DATE DATE PLANNING CASE N0: TPM-B9-014 APN: 216-041-26 SHEET 2 OF 21 aro �a zo H KUN w> n 5ZN wow, LEUCADIA WASTEWATER DISTRICT NOTES (CONTINUED) 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A UCENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. ANVINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SE PIPE AND ANY OTHER UTILITIES, EXIST. SEWER CROSSED WITHIN 3-FT VERTICAL ABOVE BELOW SHALL BE CCTV INSPECTED BOTH BEFORE AND AFTER THE CROSSING WORK IS PLETED FOR LWD REVIEW, APPROVAL, & RETENTION OF DIGITAL VIDEO FILES. ANY DAMAGE WD FACILITIES SHALL BE REPAIRED TO LWD SATISFACTION AT NO COST TO LOUD INCLUDING A TIONAL OCT INSPECTION. 24. SEPARATION OF SE I WATER AND SEWER I RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S-2 AND WI COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING R PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSP R. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UN AFTER FlNAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPRO BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCH AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD TIHE PLANS. 27. A 2-INCH HIGH "S' SHALL BE INSCRIBED ON CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED R EACH LATERAL. THE WIRE SHALL EXTEND UP 70 A 2" COPPER TAG TIED AND SOLDERED THE WIRE. THE TAG OVER THE SEVER MAIN SHALL TERMINATE 6' ABOVE PAVING SUBGRA WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LA AL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BUR AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, TS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOU EARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTA AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION OT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMI TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2- BY 2' BUM RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD DWG S-3. MANHOLES 'SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER LWD STD DWG S-4. 40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC (T-LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T-LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. A MINIMUM OF FIFTEEN PERCENT (15 ) OF MANHOLES AND NOT LESS THAN ONE (1) WITH POLYURETHANE AND EPDXY LINERS SHALL SUCCESSFULLY PASS PULL -TEST AND BE REPAIRED UNTIL PASSING. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REWIRED FOR DEPTH OF COVER OVER 151 . 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REWIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LOUD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXISTING MANHOLES IS, NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW -FLOW -THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REWIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY UNK-SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYE% MADE WITH GASKETED PVC SADDLE WYE. OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. 45. LWD WILL REQUIRE TEMPORARY PROVISIONS OF DUTY AND BYPASS PUMPING EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. CONTRACTOR TO SUBMIT BYPASS PLAN TO LWD DISTRICT ENGINEER INSTALLATION OF BOTH LATERAL CONNECTIONS TO THE LWD MAINS IN ACCORDANCE WITH THE LWD STANDARD SPECIFICATION. THE ANTICIPATED ROW IN THE LWD MAIN AT SEWER LINE "A" LATERAL CONNECTION RANGES FROM 5,000 TO 11,500 GPM. THE ANTICIPATED FLOW IN THE LWD MAIN AT SEWER LINE IS - LATERAL CONNECTION RANGES FROM 300 TO 2,000 GPM. 46. LATERAL CONNECTION TO LWD MAIN LINE SHALL OCCUR AT NIGHT, DURING LOW -FLOW PERIOD NTH UPSTREAM PUMP STATION SHUT DOWN. COORDINATE WITH LWD PRIOR TO CONSTRUCTION TO ARRANGE TEMPORARY SHUT DOWN OF PUMP STATIONS. SHUT DOWN WILL BE ALLOWED FROM 2:00 A.M. TO 5:00 A.M. L 47. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL[ COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED GETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SP BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS UFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 48. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR R IN END VCP 70 VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUA ALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. S 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE ED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON 7 SIOF OF THE COUPLING BEING JOINED, THE CENTER RINGS SHALL BE DUCTILE ION PER ASTM A536, GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS FUSION B THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SIBERED EPDXY COLOR CODED TO ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AIqD BOLTS SHALL BE TYPE 316 STAINLESS STEEL CHANGE NO. "__I COLD JOINTS FOR A MINIMUM 2" OVERLAY. CONTRACTOR TO OOTH TRANSITION TO THE SATISFACTION OF THE CITY VERLAY ENTIRE WIDTH OF AC AT CITY ENGINEER'S DESRETION C IS IN DISREPAIR R LACKS ADEQUATE 1H O NESS. R/W STRUCTURAL SECTION PER VARIES VARIESI VARIES VARIES CITY ENCINITAS STD'S (29'-33') (50'-59')T(33'-49') 48'; (5" AC/16" CL 2 AB MIN.)* RELOCATE EX. STREETIUGHT 10 VARIES LANS GUA RAIL REFER TO RELOCATE EX� I �� REMOVE EKMEDMNE PER PLAN • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS �. -- AC DIKE STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED 3 BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER, >CIT YPE B-2 AFTER FINAL R-VALUE TESTING IS PERFORMED DURING /// SEE CALTRANSMEDIAN C&G CONSTRUCTION. /1,w STO. A77A \` SECTION PER A.C. PAVEMENT JOINT DETAIL EX ROUND C&G (TYP) 2 alY L 2 AS 3 NO SCALE *MINIMUM PAVEMENT STRUCTURAL SEENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETESOILS ENGINEER, AND APPROVED BY THE 5' 30' 5' CITY ENGINEER, AFTER FINAL R-VALPERFORMED DURING CONSTRUCTION. 1.58' GUTTER TYPICAL SECTION: HWY 1139+90 TO 140+41 CURB 1.7' 06, FACE OF CURB TRANSITION BACK OF CURB TI = 10.5 0.6, NO SCALE 4.0' 00000 R/W VARIES VARIES VARIES R G-4 ROLLED 1•� (29'-39') 50' (45-49') (9'-5T) /W CURB & GUT CURB LANDSCAPE AREA TRANSITION G-6 TYPE B-2 MEDIAN 6" PCC SECTION BETWEEN 4 ROLLED CURBS �> REMOVE EX REAR TO LANDSCAPECURB &GUT MEDIAN PER PLAN 1 4' PLANS ROLLED CURB DETAIL SH ACE 3 NO SCALE 3 PVC REPA / (VA16E5%) COUPLING MIN. 3' LONG PVC EXISTING PVC PIPE CMU RLTA WALL (TYP) EXISTING PVC PIPE EWER PIPE SPOOL / 2,0% (VARIES%) / TYPE B-2 REMOVE EX. AC DIKE MEDIAN C&G 6" TYPE G-1 CURB P PCC SIDEWALK TYP STRUCTURAL SECTION PER CITY ENCINITAS SID'S (TYP) REMOVE EX. CURB (5" AC/16" CL 2 AB MIN.)' OW ROW BIOFILTRATION SWALE 6" TYPE G-2 C&G W/ PER DETAIL SHEET 4 IN ACCORDANCE EV WIDE CURB OPENINGS WITH US EPA GREEN EVERY 20' (TYP) STREETS GUIDANCE NOTE: BIOSWALE WITH SIDEWALK AND WALL STA 137+57 TO STA 138+20 MIN. 3' LONG PVC , C R BIOSWALE AND SIDEWALK STA 138+20 TO STA 138+78 SEWER PIPE SPOOL C U BIOSWALE ONLY STA 139+17 TO STA 139+41 FACTORY FABRICATED PVC WYE • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL HARCO OR APPROVED EQUIVALENT STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY PLAN THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. TYPICAL SECTION: HWY 101 (STA. 137+54 TO 139+90) i MIN TI = 10.5 300 NO SCALE G PVC WYE EXISTING PVC PIPE R/W VARIES VARIES fr VARIES R/yY (36'-41') (41'-50') (75'-77') ELEVATION VARIES (50'-52') MODIFI LWD S-32 TYPE II LATERAL CUT -IN SEWER DETAIL REMOVE Ex. 3' NO SCALE i' 8' MEDIAN PER PUN 4• REFER TO LANDSCAPE 3 PUNS 5' R/W 46' 41' R/W ?,. I2 3 (VARIES%) 2.0% FINISHED 2.0% '�_ ..- ___ VARIES VARIES GROUND �V. ARr /7 9' 37' (21'-316) (13'-19') L REMOVE EX. D.G. TYPE B-2 6" TYPE G-2 WALKWAY PER PLAN _ _---- ___- 1 4" PCC SIDEWALK C&G MEDIAN C&G 4" PCC SIDEWALK 3 5' (TYP) REMOVE EX STRUCTURAL SECTION PER (TYP) 2� (VA ES%1ES%) 20 BIOFlLTRATION SWALE CURB ENCINITAS STD'S RIGHT CURB ENDS ,.•�. PER DETAIL SHEET 4 (5" 16" CL 2 AB MIN.)* 0 STA 134+46.71 IN ACCORDANCE 6" TYPE G-2 C&G W/ 4" PCC SIDEWALK VARIES WITH US EPA GREEN 12" WIDE CURB OPENINGS 3 FROM CONTIGUOUS S/W STREETS GUIDANCE EVERY 20 (TYP) TO NON CONTIGUOUS S/W NOTE: BIOFILTRATION SWALE 6" TYPE G-2 BIOSWALE FROM STA 134+17 TO STA 135+06 AND STA 135+73 TO 136+17 PER DETAIL SHEET 4 C&G (TYP)IN ACCORDANCE WITH 6" TYPE G-2 C&G • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STAN DS. ACTUAL US EPA GREEN 12" WIDE CURB OPENINGS STRUCTURAL SECTION PER CITY ENCINITAS STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND A OVED BY STREETS GUIDANCE EVERY 2V (TYP) STD'S (5" AC/16" CL 2 AB MIN.)* THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CO UCTION. MINI9e Ft�yO,g�! + INED BY THEMUM PAVEMENT SOILS ENGINEER, AND TUAPPRORAL VED BOY THE CITY ENGINEER, N PER CITY OF IAFTER FINAL RTAS SVAL E TESTING IS PERFORMED DURING COACTUAL STRUCTURAL SECTION WILL BE ENSTERTRIM1CIION. TYPICAL SECTION: HWY 101 STA. 134+16 TO 136+ 7 Ii TYPICAL SECTION: LA COSTA AVE. (STA.10+78 TO 11 +47) MIN TI = 10.5 MIN TI = 10.5 '''Eorr_' NO SCALE NO SCALE DESCRIPTION APPROVED1 DATE I BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS l-I DEM W71ON: PT No. 22 sTA ca-w PER ROs 17m PLANS PREPARED UNDER SUPERVISION OF REC N ED: APPROVED, LOCATION: FD, 2" IRON PIPE AND DISK IN AC HORIZONTAL: M/A DATE: taw* / PATH. NOR SIDE OF COSTA AVE. AT MARK L. HENNING DATE W - VULCAN AVENUE 13' OFF SHOULDER. R R.C.E. NO.: 58007 STE OWA E ft J. ER RECORD FROM: SAN DIEGO COUNTY VERTICAL: ELEVATION: 62.949 DATUM: NAVD 88 HFVIFw R I IN. MARK L. HENNING EXP.: 06 /30/20 DATE DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES fES & DETAILS FOR: ENCINITAS BEACH HOTEL COAST HIGHWAY 101 WIDENING INNING CASE N0: TPM-89-014 APN: 216-041-26 a �i drnn za U OJ^ ti s c0,� W_ �UQ �aW G� <ro awn DRAWININO. zo' 30F20 Vc Xnw LEUCADIA WASTEWATER DISTRICT NOTES (CONTINUED) 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. EXIST. SEWER CROSSED WITHIN 3-FT VERTICAL ABOVE OR BELOW SHALL BE CCTV INSPECTED BOTH BEFORE AND AFTER THE CROSSING WORK IS COMPLETED FOR LWD REVIEW, APPROVAL & RETENTION OF DIGITAL VIDEO FILES. ANY DAMAGED LWD FACILITIES SHALL BE REPAIRED TO LWD SATISFACTION AT NO COST TO LWD INCLUDING ADDITIONAL CCTV INSPECTION. 24. SEPARATION OF SEWER I WATER AND SEWER I RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LW) INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28..A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2• COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND H THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INST D SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY TIED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DES] AND SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY PIPE MANUFACTURER. 31. SEWER PIPE! ZONE AND TRENCH BACKFlLL SHALL BE PER TH WI] SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED A E OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL MANHOLE ADAPTERS SHALL B T IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLO FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2' BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFlLL, 2) AFTER BACKFlLL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFlLL 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LAID. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTIUTY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LW) INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD DWG S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER LIND STD DWG S-4. 40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC (T-LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T-LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. A MINIMUM OF FIFTEEN PERCENT (15%) OF MANHOLES AND NOT LESS THAN ONE (1) WITH POLYURETHANE AND EPDXY UNERS SHALL SUCCESSFULLY PASS PULL -TEST AND BE REPAIRED UNTIL PASSING. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 151. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VAUD FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PUN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE. AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXISTING MANHOLES IS. NECESSARY AND SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW -THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY UNK-SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE. OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE NTH LWD STANDARD DRAWING S-32. 45. LWD WILL REQUIRE TEMPORARY PROVISIONS OF DUTY AND BYPASS PUMPING EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. CONTRACTOR TO SUBMIT BYPASS PLAN TO LWD DISTRICT ENGINEER INSTALLATION OF BOTH LATERAL CONNECTIONS TO THE LWI) MAINS IN ACCORDANCE WITH THE LWD STANDARD SPECIFICATION. THE ANTICIPATED FLOW IN THE LWD MAIN AT SEWER LINE "A" LATERAL CONNECTION RANGES FROM 5,000 TO 11,500 GPM. THE ANTICIPATED FLOW IN THE LWD MAIN AT SEWER LINE "B" LATERAL CONNECTION RANGES FROM 300 TO 2,000 GPM. 46. LATERAL CONNECTION TO LW) MAIN LINE SHALL OCCUR AT NIGHT, DURING LOW-F PERIOD NTH UPSTREAM PUMP STATION SHUT DOWN. COORDINATE WITH LWD PRI TO CONSTRUCTION TO ARRANGE TEMPORARY SHUT DOWN OF PUMP STATIONS. SHUT NLL BE ALLOWED FROM 2:00 A.M. TO 5:00 A.M. 47. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUP GS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GA D NTH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO IN TION OF THE REPAIR COUPLING(S). THE REPAIR CO UPUNG SHALL BE SLIPPED A E WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION ALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LW) DISTRICTENDR. 48. PVC OR VITRIFIED CLAY PIPE (VCR) SEWER E AND WYES MAY BE USED TO TIE-IN TO NO.1 DESCRIPTION DATE GRIND ALL AC COLD JOINTS FOR A MINIMUM 2" OVERLAY. CONTRACTOR TO PROVIDE A SMOOTH TRANSITION TO THE SATISFACTION OF THE CITY ENGINEER. OVERLAY ENTIRE WIDTH OF AC AT CITY ENGINEER'S DESCRETION IF EXISTING AC IS IN DISREPAIR OR LACKS ADEQUATE THICKNESS. EXISTING A.C. O STRUCTURAL SECTION PER ¢ CITY ENCINITAS STYS iNl 18 N (5" AC/16" CL 2 AB MN.)* • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. ( A.C. PAVEMENT JOINT DETAIL 3 NO SCALE GUTTER -FACE OF CURB � BACK OF CURB R/W q R/W VANES VARIES VARIES VARIES (29'-33') (50'-59') (33'-49') (V-48') 10' RELOCATE EX. STREET T VARIES (4'-18') RELOCATE EX I REFER TO LANDSCAPE PLANS GUADRAIL 3 REMOVE EX. MEDIAN PER PLAN (VARI _ESL) ARIES%) _ EX. AC DIKE TYPE B-2 SEE CALTRANS MEDIAN C&G / STD. A77A STRUCTURAL SECTION PER 6" TYPE G-2 CITY ENCINITAS STD'S EX. GROUND C&G (TYP) (5" AC/16" CL 2 AB MIN.)* *MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION, TYPICAL SECTION: HWY 101 (STA. 139+90 TO 140+41) MIN TI = 10.5 NO SCALE 4.0' VIE VARIES G-4 ROLLED 1.58' R/W (29' •) 50, (45'-49') CURB & GUT CURB LANDSCAPE AREA TRANSITION G-6 TYPE B-2 MEDIAN 6" PCC SECTION BETWEEN 4 CURB &GUT ROLLED CURBS •� REMOVE EX. `REFER TO MEDIAN PER PLAN I 4 / PLANS R(�l LFD GUR6�ETAIL FINISHED AGE iA1 I / 45" PVC SADDLE WYE WITH GASKET, 12" SIZE TO MA HOST PIPE O.D. w aQ FLOW - ' a 316 STAINLESS STEEL HOSE CLAMPS (2-EACH) 45" PVC SADDLE WYE NTH G T, 6" SIZE TO MATCH HOST P O.D. _ CONCRE CASEMENT Y 1J EXISTING PVC / - ELEVATION ` SEWER MAIN LWD S-32 (TYPE I) LATERAL SADDLE WYE SEWER DETAIL NO SCALE 41, I Q K4* PCC SIDEWALK VARIES 3 FROM CONTIGUOUS S/W BIOFILTRATION SWALE TO MON CONTIGUOUS S/W PER DETAIL SHEET 4 8" TYPE G-2 IN ACCORDANCE WTH 6" TYPE G-2 C&G W/ C&G (�) US EPA GREEN 12' WDE CURB OPENINGS STRUCTURAL SECTION PER CITY ENCINITAS STREETS GUIDANCE EVERY 20' (TYP) STD'S (5" AC/16" CL 2 AB MIN.)* • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. TYPICAL SECTION: LA COSTA AVE. (STA. 10+78 TO 11 +47) MIN TI = 10.5 NO SCALE BENCHMARK SCALE AS -BUILT � J I:NyLIy!'iiy:7B�.[.i9YdG;aE9q:1G1;N4:[elaaq;l VARIES RETAINING WALL (TYP) L) --- - 2. x (VAPofES� - 7YPE e_2 REMOVE EX AC DIKE MEDIAN C&G 6" TYPE G-1 CURB 4" PCC SIDEWALK (TYP) REMOVE EX, CURB STRUCTURAL SECTION PER CITY ENCINITAS STD'S BIOFLTRATION SWALE 6" TYPE G-2 C&G W/ (5" AC/16" CL 2 AB MIN.)* PER DETAIL SHEET 4 12" MADE CURB OPENINGS IN ACCORDANCE EVERY 20' (TYP) WTH US EPA GREEN STREETS GUIDANCE NOTE: BIOSWALE NTH SIDEWALK AND WALL STA 137+57 TO STA 138+20 BIOSWALE AND SIDEWALK STA 138+20 TO STA 138+78 BIOSWALE ONLY STA 139+17 TO STA 139+41 + MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER. AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. TYPICAL SECTION: HWY 101 (STA. 137+54 TO 139+90) MIN TI = 10.5 NO SCALE VARIES rL VARIES (4V-50') (75'-77') VARIES REMOVE EX. -�I 3' F- \ PER PLAN I REFER TO 9 (� PUNS FINISHED �; I - _ GROUND 2.0% __. N�t-__ -� -- REMOVE EX. D.G. TYPE 0-2 6" TYPE G-2 WALKWAY PER PUN 4" PCC SIDEWALK MEDIAN C&G C&G 4' PCC SIDEWALK (TYP) REMOVE EX. STRUCTURAL SECTION PER (TYP) BIOFILTRATION SWALE CITY ENCINITAS STD'S NIGHT CURB ENDS PER DETAIL SHEET 4 (5" AC/16" OL 2 AB MIN.)• 0 STA 134+46.71 IN ACCORDANCE 6" TYPE G-2 C / WITH US EPA GREEN 12" WIDE CURB OP STREETS GUIDANCE EVERY 20' (TYP) BIOSWALE FROM STA 134+17 TO STA 135+06 AND ST 5+73 TO STA 136+17 * MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF EN TAS STANDARDS. ACTUAL WOLtoor* STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS END R, AND APPROVED BY THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORME URING CONSTRUCTION. TYPICAL SECTION: HWY 101 STA. 134+16 T 6+29 MIN TI = 10.5 NO SCALE RECOMMENDED: DATE: ZfB�/9 R.C.E. NO.: 58007 STEVEN MARK U HENNING EXP.: 06/30/20 DATE• DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARZM APP NOTES & DETAILS FOR: ENCINITAS BEACH HOTEL D N R C AST H AY j71 I j 1 ;AI L �xA r� wlbI IN ! DATE PLANNING CASE NO: TPM-89-014 APN: 216-041-26 N .TUN ti m w az< � ON <r0 QXN DRAWING NO. u 8 2 j zo W>� iHEET3AOF20 im LEUCADIA WASTEWATER DISTRICT NOTES (CONTINUED) 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. EXIST. SEWER CROSSED WITHIN 3-FT VERTICAL ABOVE OR BELOW SHALL BE CCTV INSPECTED BOTH BEFORE AND AFTER THE CROSSING WORK IS COMPLETED FOR LWD REVIEW, APPROVAL, & RETENTION OF DIGITAL VIDEO FILES. ANY DAMAGED LWD FACILITIES SHALL BE REPAIRED TO LWD SATISFACTION AT NO COST TO LWD INCLUDING ADDITIONAL CCTV INSPECTION. 24. SEPARATION OF SEWER I WATER AND SEWER I RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEATH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2-INCH HIGH "S- SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 20 COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6- ABOVE PAYING SUBGRAOE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE UNITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8' SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2- BY 2- BUM RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS -SEA GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKRLL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LOUD STD DWG S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER LOUD STD DWG S-4. 40. ALL NEW MH'S SHALL BE UNED WITH AN INTEGRALLY LOCKING PVC (T-LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS SHALL BE PROVIDED WTH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T-LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. A MINIMUM OF FIFTEEN PERCENT (15X) OF MANHOLES AND NOT LESS THAN ONE (1) WITH POLYURETHANE AND EPDXY LINERS SHALL SUCCESSFULLY PASS PULL -TEST AND BE REPAIRED UNTIL PASSING. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VAUD FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LOUD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXISTING MANHOLES IS. NECESSARY AND SHOWN ON THE DRAWINGS. NEW FLOW -THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER ONES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY UNK-SEAL, OR APPROVED EOUAL THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE. OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. 45. LND WILL REQUIRE TEMPORARY PROVISIONS OF DUTY AND BYPASS PUMPING EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. CONTRACTOR TO SUBMIT BYPASS PLAN TO LIVID DISTRICT ENGINEER INSTALLATION OF BOTH LATERAL CONNECTIONS TO THE LWD MAINS IN ACCORDANCE WITH THE LWD STANDARD SPECIFICATION. THE ANTICIPATED FLOW IN THE LWO MAIN AT SEWER LINE 'A' LATERAL CONNECTION RANGES FROM 5.000 TO 11,500 GPM. THE ANTICIPATED FLOW IN THE LWD MAIN AT SEWER LINE 'B' LATERAL CONNECTION RANGES FROM 300 TO 2,000 GPM. 46. LATERAL CONNECTION TO LWD MAIN LINE SHALL OCCUR AT NIGHT, DURING LOW -FLOW PERIOD WITH UPSTREAM PUMP STATION SHUT DOWN. COORDINATE WITH LWD PRIOR TO CONSTRUCTION TO ARRANGE TEMPORARY SHUT DOWN OF PUMP STATIONS. SHUT DOWN WILL BE ALLOWED FROM 2:00 A.M. TO 5:00 A.M. 47. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER. REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPUNG(S). THE REPAIR COUPLING SHALL BE SUPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SUPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PIN PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 48. PVC OR VITRIFIED GAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND CHANGE NO, GRIND ALL AC COLD JOINTS FOR A MINIMUM 2. OVERLAY. CONTRACTOR TO PROVIDE A SMOOTH TRANSITION TO THE SATISFACTION OF THE CITY ENGINEER. OVERLAY ENTIRE MOTH OF AC AT CITY ENGINEER'S DESCRETION IF DUSTING AC IS IN DISREPAIR OR LACKS ADEQUATE THICKNESS. EJOSiING A0. STRUCTURAL SECTION PER CITY ENCINITAS S1D'S bll TS (5- AC/IV CL 2 AB MIN.)* ' MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE .CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. n A.C. PAVEMENT JOINT DETAIL 3 NO SCALE 5' 30' 5' CURB 1.58 1.7• GUTTER 0.6' �` FACE OF CURB TRANSITION (-- iii / BACK OF CURB G-6 TYPE B-2 MEDIAN I x' I CURB & OUT 0-4 ROLLED CURB & GUT 1.5eV LANDSCAPE AREA 6' PCC SECTION BETWEEN CURB TRANSITION ROLLED CURBS ROLLED CURB DETAIL 3 NO SCALE 45' PVC SADDLE WYE WITH GASKET, 1 ZW SIZE TO MATCH HOST PIPE O.D. v v a 12-1/ G PVC SEWER MAIN 316 L CONCRETE ENCASEMENT ;E CLAMPS (2-EACH) PLAN 60 4J• 45" PVC SADDLE WYE WITH GASKET, SIZE TO MATCH HOST PIPE O.D. CONCRETE ENCASEMENT 6' EXISTING PVC SEWER MAIN ELEVATION LWD S-32 (TYPE 1) LATERAL SADDLE WYE SEWER DETAIL NO SCALE. - - R/W VARIES•^ (305-310) , VARIES"(30.5'-55.1') 1 41' 2L BOFILTIUTION SWALE PER DETAIL 1 4' PCC SIDEWALK VARIES FROM CONTIGUOUS SHEET 4 IN WTIH US 3 S/W TO NON CONTIGUOUS S/W EPA GREEN STREETS GUIDANCE 6' TYPE G-2 C&G-(TYP) 6' TYPE G-2 C&G W/ 2 12' WIDE CURB STRUCTURAL SECTION PER Ott ENCINITASOPENINGS AT 10+85.79 & 11+00.72 STD'S (5- AC/16" CL 2 AB MIN.)* • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGNEER AFTER FINAL R-VALUE TESTING IS PERFORMED WRING CONSTRUCTION. •• RIGHT OF WAY MOTH IS FROM STATION 10+79.2.2 TO 11+20.80. •^ RIGHT OF WAY MOTH IS FROM STATION 10+79.22 TO 11+86.89. Q TYPICAL SECTION: LA COSTA AVE. (STA.10+79 TO 11 +87) 3 MIN TI = 10.5 NO SCALE n , ,. .... • 1 IIIIII� - - gill R/W i R/W VARIES VARIES VARIES VARIES (29•-33•) (5ELOCAT)�(33•-49•) tO' RELOCATE IX. STREET GHT VARIES RELOCATE EX REFER TO LANDSCAPE PLANS GUADRAIL 3 REMOVE IX. MEDIAN I PER PLAN �I H (VARIES%) 20 (VARIES%)..._ IX. AC DIKE TYPE B-2 z SEE CALTRANS MEDIAN C&G STD'A77A STRUCTURAL SECTION PER 6' TYPE G-2 CITY ENCINITAS SIDS EX. GROUND C&G (TYP) (5' AC/16' CL 2 AB WIN.)* *MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. TYPICAL SECTION: HWY 101 (STA. 139+90 TO 140+41) MIN TI = 10.5 NO SCALE R/W VARIES VARIES VARIES R (29'-39') 50' (45'-49') (9'-57') MEDIAN PER REMOVE EX. Z4� REFER TO LANDSCAPE PLAN PEAKS FINISHED SURFACE LA�� CMU RETAINING WALL (TYP) �L TYPE B-2 REMOVE EX. AC DIKE MEDIAN C&G 6" TYPE G-1 CURB d PCC SIDEWALK (TYP) REMOVE EX. CURB STRUCTURAL SECTION PER CITY ENCINITAS STD'S BOFILTRATION SWALE 6' TYPE G-2 C&G W/ (5' AC/16' CL 2 AB MIN.)* PER DETAIL SHEET 4 12' WIDE CURB OPENINGS IN ACCORDANCE EVERY 20' (TYP) MTH US EPA GREEN STREETS GUIDANCE NOTE: BIOSWALE WITH SIDEWALK AND WALL STA 137+57 TO STA 138+20 BIOSWALE AND SIDEWALK STA 138+20 TO STA 138+78 BIOSWALE ONLY STA 139+17 TO STA 139+41 • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL STRUCTURAL SECTION WILL BE DETERMINED BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER, AFTER FINAL R-VALUE TESTING IS PERFORMED DURING CONSTRUCTION. TYPICAL SECTION: HWY 101 (STA. 137+54 TO 139+90) MIN TI = 10.5 NO SCALE R/W VARIES VARIES VARIES I (36'-41') 1 ' (41'-50') _ -I_ (75'-771) VARIES (50'-52') 4• REFER TO PLANS RA � REMOVE EX D.G. PCC SIDEWALKTYPE 6' TYPE G-2 �I WALKWAY PER PLAN 4' (TYP)MEDIANN C C &G C&G L 4" PCC SIDEWALK REMOVE EX STRUCTURAL SECTION PER (TIP) BOFILTRAMON SWALE CURB CITY ENCINITAS STD'S RIGHT CURB ENDS PER DETAIL SHEET 4 ' ' O STA 134+46.71 IN ACCORDANCE 6" TYPE G-2 C&G W/ (5AC/16CL 2 AB MIN.)* WITH US EPA GREEN 12" MDE CURB OPENINGS STREETS GUIDANCE EVERY 2V (TYP) NOTE: BIOSWALE FROM STA 134+17 TO STA 135+06 AND STA 135+73 TO STA 136+17 • MINIMUM PAVEMENT STRUCTURAL SECTION PER CITY OF ENCINITAS STANDARDS. ACTUAL �pgli�l. STRUCTURAL CITY WILL 9 DETERMINED SOILS BY THE ENGINEER, AFTER RVALEUT G E TESIS THENA PERFORMED DURING CONSTRUCTION. TYPICAL SECTION: HWY 101 (STA. 134+16 TO 136+29) , oT p71�.♦ MIN TI = 10.5 NO SCALE ff I'LANJ YKLVANLU UNULK 5UF'LHANON UH RECOMMENDED: HORIZONTAL: VA �G��5/3/21�L5/3/21 DATE: !!q ! 9 CLINTON E. HALE DATE n VERTICAL: VA �f� R.C.E. NO.: 42222` Q55 STEVEN NOWAK M1 5-20-21 CLINTON E. HALE EVI SENT N EXP.: 03/31/20 DATE APPROVALS I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. ENCINITAS BEACH HOTEL COAST HIGHWAY 101 WIDENING CASE NO TPM-89-014 APN: 216-041.26 6169-1 N a PEDESTRIAN RAMP DETAIL: NORTH CURB RETURN COAST HWY 101/LA COSTA AVE SCALE 1" = 5' COMPACTED SUBGRADE 0 SIDEWALK f SUMP UNCOMPACIED SUBCRADE ALONG THE BOTTOM OF THE SECTION A -A ISLOPE OPTIONI eml-TRATION SWALES DIMENSIONS FOR THE BIORLTRATION SWALE LOCATED BETWEEN STA 137+57 • AND STA 138+78 SHALL BE 5.0' WTH 3.0' BOTTOM WIDTH, SWALE BETWEEN NOTES: STA 139+17 AND 139+41 SHALL SE 9.0' NTII TO' BOTTOM WIDTH. 1. LONGITUDINAL SLOPE OF PLANTER MATCHES ROAD OR FLATTER AS REQUIRED PER DESIGN PLANS. 2. SIDEWALJK ETEVARON MUST BE SET ABOVE INLET AND OUTLET ELEVATIONS TO ALLOW OK OW TO DRAIN TO STREET SEFORE PONDING IEVEL REACHES SIDEWALK. 3. DEPTH OF INDURATION SUMP SHOULD BE SIZED TO ADDRESS STORMWATER MANAGEMENT REQUIREMENTS. CURB EXTENSION ADJACENT TO PLANTING STRIP GS-3.1 b US PEDESTRIAN RAMP DETAIL: EAST CURB RETURN COAST HWY 101/LA COSTA AVE SCALE 1" = 5' 1. UNCOMPACTED SUBGRADE CURB EXTENSION ADJACENT TO PLANTING STRIP - WITH FIRE HYDRANT LATERAL GS-3.1 b SC D $0. FL 49.02 7:y„ D 0CURB ° SEE DETECTABLE �O• FL 49.09 . WARNING NOTE o°o 0" CURB I THIS SHgEi . c " FS 49.61 D OO .D 4 � D ° PEDESTRIAN RAMP DETAIL: WEST CURB RETURN COAST HWY 101/FUTURE DRIVEWAY SCALE 1" = 5' SEE DD��TEC�E WARNI4 NOTE D THIS SHEET 0 47 W I /XS zs D ° S�'kf D I D / i�zs2 s PEDESTRIAN RAMP DETAIL: SOUTH CURB RETURN COAST HWY 101/FUTURE DRIVEWAY SCALE 1" = 5' AND MD 3 STREET FLOW __� PEDESTRIAN RAMP DETAIL: NORTH CURB RETURN COAST HWY 101 SCALE 1" = 5' ALL DETECTABLE WARNING SURFACES SHALL BE PER SDRSD SDG-130, COLOR YELLOW CONFORMING TO FEDERAL STANDARDS 595E TABLE IV, COLOR NO 33538. I�IB" 24' MIN STREET G UTTER I.R. moll iA rr��r CONCRETE FLUME WITH 6' C-900 PVC PIPE FOR .. _.:ROCK SPLASH PAD STANDARD C� CWPACTED ..AO/ipM SUBGRADE� �•..PER ICRETE THRUST BLOCK. 24- ^""""' PLAN FOR SIZING VINO LINER SNAIL BE PLACED THICKENED CONCRETE ALONG THE BOTTOM OF THE NOTES: CURB AND GUTTER BIORLTRADON SWALES 1. FINISH ALL EXPOSED CONCRETE SURFACES IMPERMEABLE UNER ALONG 2. CURB TYPE AND MATERIAL TO MATCH PLANS SIDES OF SWALE 3. SLOPE OF GUTTER AND CURB REYEAL TO MATCH STANDARD CURB AND GUTTER PER SD AM DWG 0-2. 4. EXPANSION AND CONTRACDON JOINTS SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONCRETE CURB REQUIREMENTS STREET SIDE EDGE TREATMENT-1 (NO STEP OUT ZONE) GS-2.5a MAINTENANCE NOTES: BIOFILTRATION SWALES TO BE MAINTAINED BY PROPERTY OWNER INPERPETUITY IN ACCORDANCE TWTH ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT RECORDED JANUARY 10. 2019 AS DOC# 2019-0010379 AND STORMWATER TREATMENT FACILITY MAINTENANCE AGREEMENT RECORDED DOC/ _ 1. ACCESS TO THE BIOFILTRATION BASIN NA THE ADJACENT ROADWAY. 2. SEDIMENT SHALL BE REMOVED WHEN IT HAS ACCUMULATED TO A DEPTH OF 31 . 3. BMPS SHALL BE TYPICALLY MAINTAINED USING THE SAME EQUIPMENT THAT IS USED FOR GENERAL LANDSCAPE MAINTENANCE. IF THE BMP SHOULD BECOME CLOGGED APPROPRIATE EQUIPMENT FOR THE REMOVAL/REPLACEMENT OF THE SOIL MEDIA AND/OR ROCK LAYERS SHALL BE USED. 4. STANDING WATER SHALL NOT REMAIN WITHIN THE BASIN FOR MORE THAN 5 DAYS TO PREVENT MOSQUITO GENERATION. SHOULD ANY MOSQUITO ISSUES ARISE, CONTACT THE SAN DIEGO COUNTY VECTOR CONTROL PROGRAM (VCP) AS NEEDED FOR ASSISTANCE. MOSQUITO LARVICIDES SHALL BE APPUED ONLY WHEN ABSOLUTELY NECESSARY, AS INDICATED BY THE VCP AND THEN ONLY BY A LICENSED PROFESSIONAL OR CONTRACTOR. SAN DIEGO COUNTY VECTOR CONTROL PROGRAM 5570 OVERLAND VE. SAN DIEGO, CA 92123 PHONE: (858) 694-28M 5. FOR FURTHER INFORMATION, SEE THE PROJECT MAINTENANCE AND OPERATION PLAN PREPARED BY HALE ENGINEERING, DATED DECEMBER 13. 2018. ANGE NO.1 DESCRIPTION I APPROVED I DATE I BENCHMARK I SCALE A COMPACTED SUBGRAOE L;G- PGUTTER 6- DEPRESSION BENCH NOTES: SECTION A -A I. SPLASH PAD THICKNESS OPTIONS: 12" STONE y2, 4- CONCRETE SLAB, OR PAVER BLOCKS ON 6" AGGREGATE AASHTO #57. CURB CUT WITH SPLASH PAD - 2 NOTE: SEE TYPICAL SECTIONS ON SHEET 3 AND IMPROVEMENT PLANS SHEET 7-8 FOR SWALE LOCATIONS AND CONFIGURATIONS BIOFILTRATION SWALE DETAILS li NO SCALE w 'iir-. ,I I•: Ili iII ;de T •_ W ETW E- T� R iI :... :.I I .• . I .1.A: I. . I. : 11: A W.1 CLINTON E HALE DATE� '-1Qi�111111•�MARK L. HENNING CT1ATIVIS.-M C99YN LN:7�iY:161ay: Cdiay9� / 1.6.I I GS-2.6b Li7 e° ° FL 55.32D 0" CURB SEE QETECTABLE A P O' WARNING NOTE FL 55.36 �' �I�7 THIS SHEET - 0" CURB '.`Yo600.0. V Do;oo o F p ° U D e .s ° Sc PEDESTRIAN RAMP DETAIL: ,S SOUTH CURB RETURN COAST HWY 101 SCALE 1" = 5' BIO-SWALE FLOW LINE JP WITH PVC :REW IN PLUG 6" MIN. PVC RISER PIPE, SEE NOTE i STANDARD 1/8 BEND6- PERFORATED PVC PIPE (0.5% MIN SLOPE) STANDARD WYE BRANCH NOTES: 1. RISER SHALL BE NON -PE MATED PVC SCHEDULE 40 CLEANOUT / OBSERVATION WELL SPECIAL INSPECTION NOTE: SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIOFILTRATION SWALES BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF BIOFILTRATION SWALE CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. SWALE EXCAVATION 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. 3. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL SWALE GRADING 6. FINAL COMPLETED SWALE WITH VEGETATION ESTABLISHED GS-6.2 !ION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT APPROVED: CURB RAMP DETAIL PLAN FOR: ENCINITAS BEACH HOTEL 064 COAST HIGHWAY 101 EDW TEfol J. 1I ER WIDENING DATE 1 ]7 PLANNING CASE NO: TPM-89-014 APN: 216-041-26 I7:.VAPLc]Pir9 I 6169-1 II 5 �EN yCp SWR SWR T:: ' / CURB INI 4' 140+41.57' -- - 56.30 LT LT 6 \ - .�"E%POWER CARLSBA STATE B S CAUTION! EwsnSc HIGH PRESSURE GAS MAIN Cby t i 5 X� V 11+93.82/ ,. 113.30 LT � IQ \ �Aq7 T , I 11+65.33 \ + laoo LT \ \ ' I 60 ; 1 ., HORIZONTAL: VERTICAL . DATE: �- N, NpN,*ARK L. HENNING 161 1 L 1 1: U :: --- I:1YGIy` iy:>•IIRi]YA OI:]f-3:�l.ININyy:a DIVISION APPROVALS APPROVED 10PR0 EXISTING MOVE EXISTING PAVEMENT. ... ...... Q3 SAWCUT EXISTING AC PAVEMENT. ...... 4@REMOVE AND RELOCATE QS REMOVE EXISTING MISC. FACILITIES PER TRAFFIC PLANS ©REMOVE EXISTING CURB. ............... 1 Q7 REMOVE EXISTING AC BERM. ..... ....... . J_LJ_LJ_L 08 REMOVE EXISTING STORM DRAIN STRUCTURE I I I O9 REMOVE EXISTING WALKWAY 10 REMOVE EXISTING STORM DRAIN 20 0 20 40 60 SCALE 1" = 20• �j„ a /y/ 4l.•' .ICy.� ry N Z :) r. p ro q �b w �0w w ` ozl Do ZFO apn CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. OZ a IOLITION PLAN FOR: a u I won ENCINITAS BEACH HOTEL Z>. 6169-I COAST HIGHWAY 101 w o o ow WIDENING _ Jo J ANNING CASE NO: TPM-89-014 APN: 216-041-26 SHEET 5 OF 20 i m w r 0 ow Q to m N n$ 0 m m mo IYV 1 VVL V -- CA]RLSBAD STATE ®' 11+93.82 �V 13,30 LT \ J I _I 3 wow \ 11+54.30 +q -9 LI 11+49.15 1 \ �M t7 18 61 RT - 9 + b \ ba 1 - opREMOVE GUARD RAIL I'.i \11r') CAU110N SEWER FORCE MAIN i 1 1 L 7 \� 1 GHT h Pll��OX -- - - SIG 1 I 3 �� 23.43' RT I1 I , MH 9 SIDEWALK\\ �0 19.50 LT A.C131 215'V'0 4G-V1. -051 �11 t9.50 LT V �Z ELT MUP/DR/CDP/EIA NOS. a 4� 'N ` 14 sxR FM --- \� 00-201 {PC 2005-33j - CURB INL�T W- RISER 4 SMH SIGs, I /� 10+64.61 \ R - `" \ ro �T/ _ www� I 32.02 RT \ WA ME 4 6 $ LIGHT 10+4 48685 �19 45 RT I I 137+06.87-136+56.57- - - �36.00 RT 3B.07' RT 1F I F so SEWER PER LWD D P3-1 X I I y I 3 236 5 10 _136+1�.6q3- I f -�+I I "rSO 9.00 IT 1 --. I - 72 136+59.40 137228137 2_17' RT 4T_-_----- - - - - }} 137+26.50 W t - - 1 ,W ` 41.21 LT -r"-1F-`Fwtji` y FT-; 00 a' ucHT� v s GIN INLET e \ l 4 ELECT BOX RELOCATI 5 SIGNS TSB h LIGHT 5 HYI SIGNS --- I _ � - SD INLET µ \`W \\ __� 138+97.44 3 67.96 LT _ 2�w SO EX POWER POLE 70 BE 2� _ _ F__-__� _ E__i ` 67.96 LT L-. REMOVED BY SDGAE - E-- SDL��.-� _ _ ��� RAW— E _ I-,NCINITAS BEACFI IZIISOIZ I' 1 GUNTON E. HALE DATE - 74• SW i6' PVC SWR CAUTION! EXISTING o O HIGH PRESSURE GAS MAIN U9 t0 T_— - I LL I z m ca _ 2 LLI co MGM 1O EXISTING ©REMOVE EXISTING PAVEMENT . ............ . QSAWCUT EXISTING AC PAVEMENT. ......... . 4@REMOVE AND RELOCATE 05 REMOVE EXISTING MISC. FACILITIES PER TRAFFIC PLANS ©REMOVE EXISTING CURB ................ O7 REMOVE EXISTING AC BERM . . ............ J_L_WJ TfTTTT 06 REMOVE EXISTING STORM DRAIN STRUCTURE 09 REMOVE EXISTING WALKWAY ............... L_ 10 REMOVE EXISTING STORM DRAIN 20 0 20 40 60 SCALE 1' - 20' i ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPAI SUPERVISION OF RECOMMENDED: APPROVED: DEAauTION PLAN FOR DATE 8-11-20 Steve ,Nowak. ENCINITAS BEACH HOTEL R.C.E. NO.: 42205 S7EVEN NOWAK W WARp ,IWINNER COAST HIGHWAY 101 (ROW 2 -29-20 WIDENING CFN OF EXP.: 03/31/20 DATE DATE PLANNING CASE NO: TPM-89-014 APN:216-041-26 nwr 5-19-21f20 N DATE �Q IS169-I?�Edz ET 5B O CHANGE NO. 1 DESCRIPTION 90 F— LLJ UJ W 0) 1® 1 1 �'� • 1 :.1 / 1 `:�1 jli idr Y I 1_ 1 1 1 al., i .11 1 •. � �� �1 •a •1 -� 1 el w � � PLAN VIEW SCALE r = 20' SCALE AS43UILT NL' o" ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RE--yTIP ° APPROVED: HORIZONTAL: C✓/A !/' �"� G.� 5/G/21 DATE: CLINTON E. HALE DATE R.C.E. NO.: 5R0m SIEVE N W ED D R VERTICAL: Ua S 5-20-21 MARK L HE G EXP.- 06130 /20 DATE DATE Mum 1QPROTECT EXISTING Q2 REMOVE EXISTING PAVEMENT. .. . ......... @ SAWCUT EXISTING AC PAVEMENT ®REMOVE AND RELOCATE _ SQREMOVE EXISTING MISC. FACILITIES I PER TRAFFIC PLANS ©REMOVE EXISTING CURB. ....... II I Q7 REMOVE EXISTING AC BERM . ............. 1 Q9 REMOVE EXISTING WALKWAY ............... 20 0 20 40 60 SCALE 1" = 20' CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT ENCINITAS BEACH HOTEL COAST HIGHWAY 101 WIDENING PLANNING CASE N0: TPM-89-014 APN: 216-041-26 DRAWING NO. 6169=1 ON lFam D INSTALL AC PAVEMENT (5" AC/16- AB)/ TRENCH RESURFACING PER OTY OF ENCINITAS STANDARDS SEE DETAILS, SHT 3 GRIND & OVERLAY EXISTING AC PAVEMENT O D INSTALL 4" PCC SIDEWALK PER SORSD G-7 JCONSTRUCT PEDESIRAN RAMP PER SDRSD G-27 ^ - ADJUST SEWER MANHOLE TO FINISHED GRADE PER LWD STANDARD DRAWING S-29. D^ CONSTRUCT IEAPCRARY BARRICADE PER mm M-9 J, vl CONSTRUCT BMP BODETAILSE SEE DETAILS SHT 4. PEA.NANFNI SNORS.V& WALL PER C114F & 11 INSTALL ENHANCED CROSSWALK PAVEMENT PER LANDSCAPE PLANS SHEET _ 12 ADJUST WA1ER VALVES 10 FINISHED GRADE PER SON) SPECIFICATIONS CURB DATA TABLE ,N0.N BEARIMG/OELTA RADIUS L047H NOTE SDRSD NO. 1 7' 17' 53" 40.00' 5.09' 60 CURB & GUTTER G-2 2 442' 11' 54"W -- 68.61' 6" CURB & GUTTER G-2 3 0' 39, 120 2350.00' 26.80' 6- CURB & GUTTER G-2 4 0- 35' 05- 2350.00' 23.99 6- CURB & GUTTER G-2 5 2' S9' 14- 2350.00' 122.52' 6- CURB & GUTTER PER DETAIL GS-2.SA SHT 4 MOD G-2 6 74. 34' OY 30.00' 39.04' 6" CURB & GUTTER G-2 7 119' 48' 48- 20.00' 41.82' 6- CURB G-1 8 0' 38' 53- 2349.36' 26.571 6- CURB & GUTTER G-2 9 Is OB' 30- 2349.91' 45.48' 60 CURB & GUTTER PERDETAIL GS-2.5A SHT 4 MOD G-2 10 85. 58' 19" 20.00' 30.01' 6- CURB 0-1 11 22' 01' 16" 1GO.W 38.43' V MEDIAN CURB & GUTTER G-6 12 22. 26' 53- 100.00 39.18' 1 6" MEDIAN CURB & GUTTER G-6 13 Is 42' 10" 2404.00' 71.44' 6- MEDIAN CURB & GUTTER G-6 14 0' 57' 12" 2404.00' 40.00' ROLLED CURB & GUTTER (SHE 3) G-0,48 15 3' 15' 29" 24D4.00' 136.70' 6- MEDIAN CURB & GUTTER 16 180. 00, 00" 2.00' 6.28' 6- MEDIAN CURB & GUTTER G-6 17 S 15' 32" 2408.00' 136.97' 6" MEDIAN CURB &,.PKR C-6 18 0' 57' 060 24D&00' 40.00' ROLLED Q.RB MAR (SHT 3) G-4A,4B 19 3. 28' 52- 2408.00 146.30' 6- ME CURB & GUTTER G-6 20 2.T 21 41" 24 00.66' 98.94' MEDIAN CURB & GUTTER G-6 21 1. 59' S5- 2.00- 6" MEDIAN CURB & GUTTER G-6 22 2. 21' 280 1 2408,0110T99.09' 1 6" MEDIAN CURB & GUTTER G-6 6" TO 10" CURB FA( nn +a ro� +M O y O o^ ' O M II o m LL - N +e _LL 7 Wm 24" CMP SO TO- S / BE REPLACEDS S 14- SWR FN -REMOVE& REPLACE SO 1 INLET (PER SHEET 9) I ' �L r.: O- © EX GROUND ® q EX GROUND RD O��■■■■■ �/ ■■ ■■■■■■OEM NONE ■ MINE ■■■ ISO ■■ mom ■■■■ MEN - - • - OMENS ■■■ iER. . ■ ■E■■■■■�■■■ NEM�ii0�i�iEid r � M � �i � E,'.,���� (. • I�L©ate LL / ATT OUP PA � END PCC ySW �i�". DETAIL GS-6.2 SHT 4, .BEGIN GUAR[ :MATCH EX. CURB , 74 � 12'�CURB Wi. SEE ' `Ml -& GUARDRAIL _ '. , "END D .74 SHT 4 FOR DETAIL ; END DRIVEWAI =r 810-SWALE v SD C'GS- "�S \ PROJECT SWOMP�zt'Yr''�'! DETAIL GS- 3 - ; jW REMOVE & REPLACE LENGTH = 23'1 _ EX. GUARDRAIL WIDTH - 9' I''1 ��� \� 20 0 20 40 60 r�,AV SCALE I" = 20' DESCRIPTION APPROVIED DATE I BENCHMARK SCALE AS49UILT D6TRPR0lt PT NO 22 STA OS9-022 PER ROS 17271 LOCATION: FD. 2" IRON PIPE AND DISK IN All HORIZONTAL: 1"=20' PATH, NORTH SIDE OF LA COSTA AVE, AT LCAN AVENUE 13' OFF SHOULDER MARK L. HENNING DATE VU VERTICAL L4. RECORD FROM: SAN DIEGO COUNTY ELLVAD IN: 62.949 DATUM: NAVD 88 ,n Ie - a� _6 o� < TOP OF I 72 LT. CURE MEDIAN -PROP tT TE MEDIAN _L.. 1_60 _ TOP OF LT. CDR13 .50 IV \ \!l \ 11 3"iO�S'yA-AVM- _ lJ 3 `�¢ _.PROPOSED SD LNE A 3 ,* 11 a R�OPOSED O UNE B _ E��{1 >�1 LANDSCAPED MEDIAN PER SHEET 10 a .. 0 12 �� P 12' CURB CUT AT 20' vGo SEE SHEETS 18-23 -T�"' 4" GAS O O.C. SEE SHT 4 FOR -4' GAS - 12" CURB CUT. SEE SHT PROPOSED CONCRETE �4 FOR DETAIL (TYP)_, 137+54.85' .: - 2 ^, 12- WIR "� DETAIL (TYP.) _ ^ W -DRIVEWAY PER SDRSD 3 \.,,. ..._50.00 LT. PCR .:..- " LLI G-26 6 11 8 9 Z o W U all oa L 8.- i . �,. •'°. y7 %-. _ Y. . ° o:. PROJECTSCALE A2 PER" _ - O , •. � 0 T PCRWpAP - 17;h/ LENGTH = 43' 6 - MY 4 BIO-SWALE CIB PER _�� LT. 137+25.T. WIDTH ' 4' - � PROJECT S � WARP S/W TO MATCH 71.84' PCR SDCLEAN OUT T " NNRE STAIR LANDING _...- -"'- � WID�11 GRADE 1.5X MAX. -137+35.39 70.59' LT -' � ��DETAIL GS-6.2 SHT .Ixi I; irn n,-r :.,y E y BIO-SCALE CIA PER 1 I ,III I PRIVATE RETAINING WALL.V. E _.MALL STREET LIGHT E -lr PROJECT SWMJP _ ANO BID-SWALES PER- a -Isssss + a ytR 1�I 'BEGIN PCC GUTTER, & SW1K• `E -+LENGTH = 28' ,III ENCROACHMENT ,INSTALL 6" DECORATIVE P.C.C. OVER 6" � -7 IN VEWAY PCR- IT PER I WIDTH 5• \,1 ,. I \ -CLASS 2 AGGREGATE BASE COMPACTED, �_� = F - 135+49.99 MAINTENANCE AND , - - 68.51' LT. PCR SHT 4 I ���- ';� �� '' REMOVAL COVENANT REC. TO 95X PER ASTM D1557. FINISH PER -y"- --� q l III' �. ,i ON JAW. 10, 2019 01 OOC -' LANDSCAPE PLANS ` i iV � pp NO. 2019-001I0379 r '� `. \\ 1, ` � .� + ` � [ P 1' PROVIDE SMOOTH TRANSITION AS NECESSARY �. 6394-G �I 1' \\� \ `1, ),1 \ TO SATISFACTION OF CITY ENGINEER. PROVIDE ` -\F/T.\\ �� �ws Z¢ FULL -WIDTH AC OVERLAY AT CITY ENGINEER'S 4 \ m DISCRETION IF EXISTING AC IS IN DISREPAIR r� �E rLl mz f4 r,Au: SCALE 1" = DATE: WB//Z' R.C.E. NO.: 58207 MARK L HENNING gyve. . /mm n,.. ENGINEERING zro 3ION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAW:694 APPROVED. PUBLIC IMPROVEMENT PLAN FOR:- �� ENCINITAS BEACH HOTEL 61 ]20 z�� COAST HIGHWAY 101 w0 m EDWAR J M WIDENING PLANNING CASE NO- TPM-89-014 APN: 216-041-26 SHEETim wo .. DATE 60- „„' L/a=7. - a + +V LODE n CCCC F ~ .J.J FUTURE PRORLE: SERVICE ENTRANCE NORTH CURB RETURN SCALE, r-20 HORZ, r-l'VERT. LEGEND w Q INSTALL AC PAVEMENT (5" AC/16" AB)/ TRENCH RESURFACING PER CITY OF ENCINITAS STANDARDS. SEE DETAILS, BHT 3 30 GRIND d OVERLAY EASTING AC PAVEMENT ® INSTALL 4" PCC SIDEWALK PER SDRSO G-7 5 Nok 2*9SIING AC PAVETAETIT. IN CITY OF CARLSBAD USE STD. G.S.27 28 AND IN CI OF ICINIT CON ACT OR T Q ADJUST SEWER MANHOLE TO FINISHED GRADE PER LWD STANDARD DRAWING S-29. 80 CONSTRUCT TEMPORARY BARRICADE PER BORED M-9 Q CONSTRUCT GYP SOSWALE. BE DETAILS, STT 4. 10 PERMANENT SHORING WALL PER 6394-G. 11 INSTALL ENHANCED CROSSWALK PAVEMENT PER LANDSCAPE PLANS SHEET 19 0 ADJUST WATER VALVES TO FINISHED (RODE PER SDW SPEOFICATIONS, 13 METAL BEAM GUARDRAIL PER SORSD M-30 i■■■■■■■■ ■ IN ■■ i■■■■■■■ ■■ l -" e ■■ ��■■■■■■■ ■■ � ■■■■■■■■■ - ryry ■■■■■■■■■■■■■M ■■■■J CURB DATA TABLE Na BEARING/DELTA RADIUS LENGTH NOTE SDRSD 1 N47' 52' 52"W -- 1.00' 6" CURB & GUTTER G-2 2 1' 14' 15• 805.55' 17.40' 6' CURB A: GUTTER G-2 3 6' 06' 29• 30.00, 120' 6" CURB @ GUTTER G-2 4 N38' 40' 48"W -- 228.76 6" CURB @ GUTTER PER DETAIL GS-2.5A BHT 4 MOD G-2 6 74' 34 3 30.00' 19.W 6 CUR k G- 7 1194 48' 48" 20.00' 41.82' 6• CURB G-1 8 0' 38' 53• 2349.36' 26.57' 6" CURB k GUTTER G-2 9 1' 06' 30" 2349.91' 45.46' 6 CURB A GUTTER PER DETAIL GS-2.5A SHT 4 MOD G-2 10 85' 58' 19' 20.00' 30.01, 6" CURB G-1 11 22' 01' 16" 100.00' 38.43' 60 MEDIAN CURB 6: GUTTER G-6 12 22' 26' 53' 100.00' 39.18' 6" MEDIAN CURB h GUTTER G-6 13 1' 42' 10' 2404.00' 71.44' 6• MEDIAN CURB A GUTTER G-6 14 0' 57' 12" 2404.00' 1 40.00' ROLLED CURB 4 GUTTER (SHT 3) G-4A,43 15 3' 15' 29" 2404.00' 136.70' 60 MEDIAN CURB B GUTTER G-6 16 180' 00' GO" 2.00' 6.28' 6' MEDIAN CURB t GUTTER G-6 17 3' 15' 32" 2408.00' 136.97' 6" MEDIAN CURB & GUTTER G-6 18 0' 57' 06" 2408.00' 40.00' ROLLED CURB A GUTTER (SIT 3) G-4A,4B 19 3' 28' 52" 2408.00' 146.30' 6' MEDIAN CURB h GUTTER G-6 20 2' 21' 41" 2400.66' 98.94' 6" MEDIAN CURB h GUTTER 0-6 21 179' 59' S5" 2M' 1,28 6' MEDIAN CURB k GUTTER G-6 22 2' 21, 28" 2408.00' 99.09' 6• MEDIAN CURB k GUTTER G-6 NO.I DESCRIPTION APPROVED I DATE o Z3 w rn MF. iw ■■■■■■■■■■■44�■■■� ■■■■■■■III!■■ ■■/Oi .f ommummum ■■ummm■[�"■■■ _SMA■■■MMMMMMMMIMM •JIOMME■■■■ ■■iu Ifi■ ■■■■■ ■�%��G�■■�1■■■Y■■■■■■I.■■■■III■■ �0■0■■f G 1;.. . • ■■■■, • E ■■■.A■ -1-ri-1 1 1-1 1r /2. WTR 77 NCH R/ESURFACING�\ '� _ 24" CRP SD TO PER CITY OF ENCINITAS R S'� BE REPLACED I STANDARDS (TYP) � / S 14 SWR �' B 139+18.33 1 139+15.52 10.99' LT... REMOVE &REPLACE SD - INLET (PER SHEET 9) 3 END OLLED\C_U�R�B ' BEGIN�C OVERLAY 1 d1I1F6 V1 i'Jf.' IT 5� IY _.fir'"�- 18 J TEND AC OVERLAY MATCH ECURB 12' W O 1R - - END AC OVERLAY COAST Hwy 101 A - ._.�139! n -_ 00' RT 12 6.23 OF CARLSBAD_ ---BEGIN AC OVERLAY PROPOSED SD I CITY OF ENCINITAS LINE D PER 11��CITY BOUNDARY 2 SHEET 10 1 1.�1f R 4 3� 'jwwww.- _. PROP. RT TC -' MEDIAN �10' GUTTER TRANSITION FROM 6" TO 10" CURB FACE r N 0o m+ J2 EX. GROUND O l �� f PROP. LT TC 13W= SEE SHEET 8 T r- B I CURB 3 4 - 2 \ G r 4.01 12" CAS LANDSCAPED MEDIAN 3 SEE SHEETS 18-23 c m 1Y CURB CUT. SEE SHT 4" �- -` �4 FOR DETAIL (TYP) iTys t ••••• •. • •• 7 n IN / •• NN W ._L_. �, Ate WA SCALE: r-20' HOFIZ. r-W VERr. gww4jm s 'I 1 Ed kl� I�i TOP OF � RT. CURE " W �� `PROP. RT TC I- MEDIAN 10' GUTTER TRANSITION FROM m ,o Nin a "+ 6" TO 10' CURB FACE I W W +'� +'�'+'ry n It M W -QA n + N N2 C/L M + O ON �4 -4 I-5 LL I E%. GROUND O ILL 2.41n LT' TI C C - MEDIAN 2.70% 2.70% �- _ -' nm ' C +,n may. ,moo+ NN +"' '�.- 7; n� PROP. LT TC - 10' GUTTER TRANSITION FIR 6" TO 10' CURB `DLL nr✓ �� FACE -60 N N TOP OF CURE ALT. MEDIAN 'CCR U Q II I 136 4.21 3 L 3.00' LT. PCR 2 2 137 q _ _¢ zJ21 v II6 - - 22 - -20 -Ill 'I 6+44,21 12LGAS -- _ 'OSED SD LINE A 136+87.00 COAST HWY 101 = 00' LT. PCR 2 - - SHEET 10 10+00 LA COSTA AVE': - TO 1 0 12 11 I I PER SHED 1 LINE B + O 2 il)('}f'.I/ PER SHEET 10 � LA 12" CURB CUT AT 20' + W 4' GAS ,� O.C. SEE SHT 4 FOR L0 (- 3 p - i 12=WTR - _ DETAIL (TYP.) _ CV3 LIrww WLJ -_ -_- L g W= 6 - 6 9 --I W 10 0 co n 4 - = ri s BIO-SWALE A2 PER Q 136+44.09 PROJECT SWOMP - :BEGIN GUARDRAIL - oc�In omvcrvnr -^ q BIO-SWALE C78 PERK"'"" --- '-'C\_- 1 r \ 140+08.57 54.63' LT. _ 139+16.47 i PROJECT SWOMP WARP S W TO MATC'H'9- 71.84 LT. F MATCH EX. CURB & 1 9+449 706' T�/S DRIVEW LENGTH = 84' FUTURE STAIR LANDING V 137+30.25 67 GUARDRAIL �= END PCC_SDEWALK / g - SD CLEAN (BUT PER - INSTALL STREE END AC OVERLAY !4139+43.02 62.93' LT. DETAIL GS-6.2 SHT 4 BIO-SWALE C1A PER TM -5' GRADE 1.5E MAX 11 PROJECT SWOMP PRIVATE RETAINING WALL _ TRAFFIC SIGNAL PER ,- - - REINSTALL EX. ST. LIGHT __BIO-SWALE C2 PERK ate---- �- E TRAFFIC SIGNAL PLANS- E F_ - - E 135+70.53 50.00 T. E REMOVE k REPLACE ' - E LENGTH = 28' AND BIO-SWALES PER - - --R/WsF-4--BEGIN PCC CURB, GUTTER, A SWXEA� EX. GUARDRAIL SD CLEAN OUT PER ,- - OJECT SWOMP �- ENCROACHMENT INSTALL 6' DECORATIVE P.C.C. OVER 6' `C _ APR if- DETAIL GS-6.2 SHT 4 �� LENGTH = 21' NO = 5 MAINTENANCE AND �_ END DRIVEWAY PCR /�. N0. �� 2 AGGREGATE BASE COMPACTED �}- - 1,T _ WIDTH 5' p �' I), % / OREMOVAL EMO A COVENANT 0 9 35+4 TO 95E PER ASTM D1557. FINISH PER_- -' -� / u- - - - - 6R5T -- _ II'➢IPREC. mac, - 9 AS DOC LANDSCAPE PLANS -0010379 N q P STORY BRAIN AND ROAD IMPROVEMENTS .ter � NOTE: WITHIN THE CITY OF CARLSBAD TOBE SBAD \ �ONSITE GRADING SEE GRADING 1' ly PROVIDE SMOOTH TRANSITION N NECESSARY MAINTAINED BY THE CITY OF CARL r TO SATISFACTION OF CITY ENGINEER. PROVDE PLANS 6394-G Ir ` FULL-VAD1H AC OVERLAY AT CITY ENGINEER'S 20 O 20 40 60 DISCRETIXJ IF EXISTING AC IS IN DISREPAIR. RR V PLAN VIEW SCALE 1' = 20' SCALE 1" = 20' BENCHMARK SCALE AS-BUILTM MLh ENGINEERING DIVISION APPROVALS MY • DE' PRM PT N0. 22 SFA a M-429 PER ROG IZ2Z A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: • AC LOCATION: ED. 2' IRON PIPE AND DISK IN HORIZONTAL 1•=20, z/ iry � i_ 5/3/21 B DATE: 8-11-20 StRsve•vNO PATH. NORTH SIDE OF LA COSTA AVE. AT CLINTON E. HALE DATE A /// mac.- r mil/ AL `/fir„( R.C.E. NO.: 42205 STEVEN NOWAK ak. %✓ EDWARD J. YAMMER • WLCAN AVENUE 13' OFF r REC01✓D FROM: SAN DIEGO COUNTY O COUNTY VERTICAL- 1=4' S 5-20-21 !/`a'2LC 8-19-20 ELEVATION: 62949 DATUM: NAW 88 CLINTON E. HALE EXP,: 03/31 /20 DATE DATE REVIEWER IucP a ccnll R F .0 50.00' LT. PCR LENGTH = 43' 6 - 136+62.04 WIDTH = 4' iIiL 8 LT. PER SD CLEAN OUT PER , TRAFFIC SIGNAL PER DETAIL GS-6.2 BHT 4 TRAFFIC SIGNAL PLANS F % .. E E E I REVIEWED BY: 5��� 5-19-21 L\ INS CTOR DATE CITY OF ENCINITAS -DEVELOPMENT SEE2 LTC IMPROVEMENT PLAN FOR: ENCINITAS BEACH HOTEL ®® 6169-1 COAST HIGHWAY 101 (Row 2019-0657) WIDENING CITY OF CARLSBAD \TUNING CASE N0: TPM-89-014 APN: 216-041-26 T)WG. 619-3 SHFFT im CI Ido SOUTH CURB RETURN 6GALE- r-20 How - PM' VEW.. CURB DATA TABLE M0. BEAISM/CELTA RADIUS LENGTH NOTE SDRSD NO. t 1' 12' 41" 2408.OD' 50.92' 6" MEDIAN CURB & GUTTER G-6 2 15' 25' 30" 100.00' 26.9V 6" MEDIAN CURB & GUTTER G-6 3 IT 05' 36" 100.00' 21.11' 6" MEDIAN CURB & GUTTER G-6 4 Y OT DI" 2404.00' 85.33' 6" MEDIAN CURB & GUTTER G-6 5 S73' 28' 4TW -- 5.56' 1 6" CURB G-1 6 72' OB' 09" 20.00' 25.18' V CURB G-1 7 534' 23' 11'E -- 89.61' 6" CURB & GUTTER PER DETAIL GS-2.5A SHT 4 MOD G-2 8 S34' 23' 11"E -- 20.57' 6" CURB & GUTTER G-2 9 60' DO' 00" 10.00' 10.474 6" CURB G-1 10 S304 34' WE -- IBOW 6" CURB & GUTTER G-2 11 3' 3V 39" 40.00 2.45' 6" CURB & GUTTER G-2 12 1' 18, 41" 2452.00' 56.12' 6" CURB & GUTTER G-2 13 78' 57' 59" 30.D0' 4t.35' 6" CURB & GUTTER G-2 14 S46' 11' 14"W -- 48.57' 6" CURB & GUTTER G-2 15 N48' 05' 59"E -- 21.55' 6" CURB & GUTTER G-2 16 N514 50' 23"E -- 1.00, 6" CURB & GUTTER G-2 17 29' 19' 19' 200' LOT 6' CURB & GUTTER G-2 18 S86' 19' WE -- 36.06' 6" CURB G-1 19 N54' 31' 49"E -- 4.79' 6" CURB & GUTTER G-2 20 N54' 31' WE 7274' 6 CURB & GUTTER PER DETAIL GS 25A SHT 4 MOD G-2 21 S544 31' 49"W -- 1031' 6" CURB & GUTTER G-2 22 88' 22' 45" 40.00' 61.70' 6" CURB & GUTTER G-2 23 3' 34' 08" 3690.00' 229.85' 6" CURB & GUTTER G-2 �W CHANGE NO. T F I� — L; PROFILE VIEW M blf. ■ 38.51 ANCL JT i NOTE SHT 4 OR D NO GRADING OR CONSTRUCTION ACTIVITIES --- b OUTSIDE THE EXISTING RIGHT-OF-WAY SHALL FUTURE RIGHT-OF-WAY COMMENCE PRIOR TO THE RECORDATION OF DEDICATION SEE NOTE LEFT E PROPOSED 'FUTURE RIGHT-OF-WAY AND OFFSITE LETTER OF PERMISSION TO GRADE t BID- B7 PER> CT SWpAP l • \ LENGTH = 77' 1 a15�42 O1 - — WIDTH - 4' . APT \\\APO-. MAP/D P/EIA \ APOT10-201(PIq 7 ) \l �� 12" CURB CUT AT 20' (\ O.C. SEE SHT 4 FOR DETAIL (TTP.) / f it 137+63.61 ` �` '' p b�." 40.05 RT. FOR_.. Sr ,•--�_PBp � � RT. -.. 1 WATER METER `' ERM —r -- �COA$T IIWY_ 101 s s 7 F 2 5. _. _. 7 a __._. S .' -:- PROP. LT TC e� O ALA COSTA AVE: S ! Ifi►\����i��:�� C�i��fi ��� �� �■■bi1m ft III iFi -.O■■ ■fienommosoms 15A III linimill"Alil MEN �■�■ 0 i I r mmmmmrmLmrr z I ONE 11 {' 11 10 ©9D LANDSCAPED MEDIAN DSEE SHEETS ATCH EX. AC :r y ® R� 41 0 ,k\AC BERM ------------ 120 GAS 14D CURB & GU a• . a �- Q►SEE SHT 10 �i I��� • �.IC GUTTER,o T, r. �, 1. o ©,M • Lu ems_.®T PVC co �1 B W Z�QwO'm_ i� SEE SHEEr 7 PUN VIEW PLANS PREPARED UNDER 7 -S-UPER-M-SION OF DATE: _=j&fzf3p MARK L. HENNING DATE � � _ � ,�_�_ 06/30/20 �� 1:Tx�,Ixssa:an,F�xxaLa:Tlllhjx.rz•]:�x,c.�Ixx:a 8 O-SWAIE"A1 SCALE 1' = 20' - PROJECT SWAM . _ 5 LENGTH = 86 4 �.. rt_.,.., TRANSITION FROM 5' h^ ' ND 1H = 4 _ TO 8' WIDE SIDEWALK 135+2811 134+37.55 5703' IT 133+91.56 41.43' LT. i 135+45.50 56.10' Ki 70.54 LT. PCR REINSTALL EX. STREET LIGHT, BEGIN PCC CURB GUTTER & SINKCLE �- - SD AN OUT PER _ MATCH EX. DETAIL GS-6.2 4E ,1 _ - CONSTRUCT PED. RAMP --- END PCC CURB GUTTER, & sw\ PER SDG-13B. SEE /BEGIN DRIVEWAY DETAIL THIS SHEET - RETAINING WALL PER 3a` - 0. DRAWING NO. 14083-G - 10 9 A 20 0 20 40 80 i i " 135+54.11100 51.35 RT ,, 735+71.80 �au.0 SCALE i" - 0' 51.95' FITpyC - - _.5 1O PROTECT IN PLACE _-- 1357 .2 - Q INSTALL AC PAVEMENT (5" AC/16" AB)/TRENCH RESURFACIN pl.wl\ 91 7)__ PER CITY OF ENCINITAS STANDARDS. SEE DETAILS, SHT 3. �\ 0 GRIND & OVERLAY EXISTING AC PAVEMENT ' INSTALL 4" PCC SIDEWALK PER SDRSD G-7 = N © CONSTRUCT PEDESTRIAN RAMP PER SDRSD G-27 a I (D ADJUST SEWER MANHOLE TO FINISHED GRADE PER LWD STANDARD PLAN S-29-[sSlpr. o n z ® CONSTRUCT BARRICADE PER SDRSD M-9 N 0 CONSTRUCT BMP BIOSWALE. SEE DETAILS, SHT 4. TO BE r= l- _ ��°��., PRIVATELY MAINTAINED PER DOC. REC. 9Ltj�b* �w 11 INSTALL ENHANCED CROSSWALK PAVEMENT PER LANDSCAPE 0 "�; < < PLANS SHEET 19 �r0 a�N ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. i o' PUBLIC IMPROVEMENT PLAN FOR: �tE DED: APPROVED: W>� IILG ENCINITAS BEACH HOTEL Mr. 6169-I oz w V NOWAK y�gp MER COAST HIGHWAY 101 wzoo ow -3-t•t4 i 12 WIDENING Wo.. DATES PLANNING CASE NO: TPM-89-014 APN: 216-041-26 SHEET 8 OF 20 x 4 O N a in n m N Jm W r 0 / FINISHED SURFACE zw o ao z EXISTING � z .,� w mza: V K J OmeA 4.ne81 Cyr 'I .,. lomm��momm= EE CDC LF 24" RCP 0 1.00%� Q1e 13.71 CFS 9 Va 18.42 FPS j FACING CUSS RIP RAPT PROPOSED nED SURFACE I FAVA\ Q STORM DRAIN DATA TABLE NO BEARINGIDELTA RADIUS LENGTH NOTE 1 N2' 36' 510E -- 95.25' 2e RCP (2000-0)0 _ 4, 3 NET 25' 220E -- 121.3S IS, RCP (2000-Dr 4 N49' 01' tYE -- 43.46' 1 RCP (2000-0)0 4 5 N64' 29' 590E -- 55.71' 180 RCP (2000-DN 6 N19' 28' 240E -- 57.46' 18" RCP (2000-D) 7 S59' 39' 410E -- 54.31' 180 RCP (2000-D) 8 N40' 54' 390E -- 15.02' 12• RCP (2000-D)• 9 N2' 36' 510E -- 4.00' 240 RCP (200D-D)• wx w CR:ElDVERIFTED �I NtDTO BE n 1�T i W o TC 55.45 r' STD 'B' Cl j4. - OF CURB INLET AT STA 139+50.36 AND STORM DRAIN LINE "D' FL 54.62 TG 36.8E ONLY. /- FL 5599 2. ENCINITAS BEACH HOTEL VENTURE, LLC. IS RESPONSIBLE { EXIST. GROUND FOR MAINTENANCE OF ALL PRIVATE STORM WATER ^^^- QUALITY FACILITIES AS DESCRIBED AND REQUIRED PER DOC. 2019-0117081, REC. 4/2119 I �mQ�0.62 CFS L7� V,.e=6.70 FPS 59,3j� \�� ~ IS, \ REVIEWED BY: INSPECTOP • r, ru ,ry IA rr ~A I r m uu • 1 I PIU TLC• FUDLAV 01 AJFUYI L N-U11111 LLJIVC V BCMP FM Him 1 RII. ` PROP. FINISHED -„�•-'j SURFACE NW g515 I\ J<¢ I�- Et05T. 240 $EWER UNE > t TO BE FIELD VERIFIED wREC. 09/17/19 139+42.78 66.27' 1 ENERGY DISSIPATEF PER SDRSD D-41A 9 �\ FACINGIIPoP-R�, 180 6�I ECLOTH PER D-41A 2• WTR .I S �• OP SEW�.,O -- _S PUBUC STORM DRAIN PUBUC STORM DRAIN I I UNE A i UNE D m S. I r03-0958 2I^ 1- S 1 I S 140 -247 -120 PVC WIT. 4'HP�� • WATE TIGHT JOINTS RE IRED - GAS BY CITY 1� 139 9A1� 1 8�ar PVC PERF PIPE INN ,II CONTRACTOR TO POTHOLE EXISTING � � '- F- WATER, SEWER, AND GAS PRIOR TO s PVC SOLD PIPE FRO B 810-SWME, CONK. CONSTRUCTION �� ���TD� INLET IE=32.40 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE REVISEDREVISED STORM DRAIN LINE C. & D DFS1LWIM PT NO, REVISED STORM DRAIN LINE A LOCA110N: F. 2• IRON I�%NANO DISK AC HORIZONTAL 1 20' 4 REVISED STORM DRAIN LINE D; ADD ROW TC ( BD.6111/20 N 8-19-20 PAORTHSIDTA AVE0.�AT AS BUILT S 5-20-21 VULCAN ANDNUE IS OFF SHOULDER RECORD FROM: SAN DIEGO COUNTY VERTICAL ]=4' EIEYAIION: 62349. DATUM: NANLB& 230-24 LF A 180 RCP 0 1'60% F &V„ B= 24 O$ y�8.06 FPS I IPRnw F=: FNIRI I(" QT()PM naelNI I IWF A BCALB M1ffi FIQq ^ ' ■ ■■■■■ ■■■■■■■ No ME ■■■■■ .. _ ■■■■■ 5-19-21 I ,_ FINISHED SURFACE DATE- - - .1•.• 11 - ■■■■ MEN ■■ ■ 1. ■■■■No No I■■■■■■ e •u IEEE ■ m■■ ©L 1 ■■■ ■■■ ■■■■■■■■■■I ■■■■■■■■■■■ E.. ■■■■■■■■■■■■I Imo- ■■■■■■■■■■■ ■■■■■■mossml so OMNI ■■■■■■■■■■ - - - o - III - • ■■■■■I _ ■■■■■I Pufiuc sraeu GRAIN 1 U CONSTRUCTION NOTES Q LINE C �s 11+04.29 29.07 RT STO B CI yt 1A (DCONSTRUCT INLET TYPE FBIPER SDRSD D-2. INLET LENGTH 6PVC PERF. PIPE FROM j NOTED ON PLAN. _- TO INLETIE CONK. T a, _ .. I CONSTRUCT INLET TYPE 'B-1'/'B-2' PER SDRSD D-2 WITH KRISTAR TO INLET IE=47.12 f, - �i' Q - - / 14" FM $Wp FLOGARD PLUS CATCH BASIN FILTER INSERT* (SEE MANUFACTURER'S - 03-0992J - /-`��,Iw SPECS FOR MODEL NO.) OR CITY APPROVED EQUAL INLET LENGTH W �-' RECONNECT EXISTING 5• STOW WAN NOTED ON PLAN. 10+61.72 2267 LT U � /-� TO NEW 180X180 CATCH BASIN / 1 - -R/W" 2 CONSTRUCT CURB INLET TYPE V PER SDRSD D-45 WITH KRISTAR �i-- STD B CI BS �U Q.� �� O _ _ _ yl'(R 03-0990 136+26.15 54.07 RT FLOGARD PLUS CATCH BASIN FILTER INSERT* (SEE MANUFACTURER'S �Q 03-0991 W STO - q /3 IA SPECS FOR MODEL NO.) OR CITY APPROVED EQUAL INLET LENGTH 03-0980 J C� 'S \ B L 60 NOTED ON PLAN. -- 1B WRY _ 14' DIP S'7A1 / V. �. O3 CONSTRUCT CONCRETE ENERGY DISSIPATER PER SDRSD D-41A. 5 O / t. S 14. *FILTERS TO BE PRIVATELY MAINTAINED PER STORMWATER TREATMENT 55 It MAIN. AGREEMENT DOC. 2019-0117OB1, REC. 04/02/19. _-. 03-0955 s �osss > \ NOTES TO CONTRACTOR: 5 S -180 VCP SOUR S 1. CONTRACTOR SHALL CCTV INTERNALLY INSPECT ALL GRAVITY - cp SEWER FACIURES WITHIN THE SCOPE OF WORK, INCLUDING THE S --iBO VCP SOUR iy� �: PUBUC STORK UNE B DRAIN5 sph 2e PVC SEWER AND 180 PVC SEWER, BOTH BEFORE AND AFTER COAST HWY \ i 5 1A GUAUTINSTALLADON OF THE NEW STORM DRAIN PROVIDED S. TO WAUTY AND RE RD VIDEO SHALL BE PROVIDED TO LOUD FOR i4 ,00' TIT.- 2 - / RENEW AND RECORD PURPOSES. �1 ` j \ 138+3A45 SO' LT `'^' g 24• PVC SOUR 03-0886 I Sm a /2 2 2 CONTRACTOR SHALL NOT HINDER LWD OPERATIONS, ® 1 + 7 A T WY 1 - lows MAINTENANCE, AND EMERGENCY REPAIR FOR ANY OR ALL LWD + I FAaUTIES DURING THE STORM DRAIN CROSSING CONSTRUCTION. �� -- - -T37 I 118:'��- 3. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES -� NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME ---- DAMAGE LOUD OR PRIVATE SEWER LATERAL FACILITIES, THE G G '.1 . GAS G CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, AND REPAIR DAMAGED FAGUTIES TO THE SATISFACTION OF THE LWD -- - G PUBUC SFORMUNE A 4 CAUTIONI ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY EXISTING BYPASSING REQUIRED TO SEWER FACILITY OPERATIONS. SUBMIT HIGH PRESSURE FOR LOUD APPROVAL PRIOR TO REPAIR. CAUTIO nNG 4G GAS MAN 4. CONTRACTOR SHALL PRE -NOTIFY LWD AND PROVIDE WEEKLY EXISTING _ 0 O D 0 HP GAS D 0 0 0 UST OF PLANNED CONSTRUCTION ACTIVITIES, HIGH PRESSURE W - -� -12• PVC WIR - - 5. CONTRACTOR SHALL NOTIFY LOUD WITHIN 48 HOURS PRIOR TO GAS MAIN - W - - - Sp W - �� _ . EXCAVATION OF SEWER UNDER -CROSSINGS, OVER CROSSINGS, -. -_ -- "' - 136+29.22 5217 LT 1 OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. -1 a 20 0 20 40 60 SCALE i" = 20' C '' _ . - � -- -�- • % • �' e" PEAS PVC PIPE FROM__�'_ d m BIG-SWALE, CONN. 2= a -,PTO INLET E 4280 7. 00 No i" o 25 E� N=� _ � o E - E E E E - _' E" E - EE z � o AS -BUILT r: DRAWN BY: CHEWED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ioo PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: STORM DRAIN PUN & PROFILE FOR: No nor � 5/3/21 DATE: B-11-20 ENCINITAS BEACH HOTEL ®® wQ :. HALE DATE St�vervNowak. COAST HIGHWAY 101 6169-i i� of "� R.C.E. NO.: 42205 STEVEN NOWAK %vr EDWARD J. WIMMER (ROW 2019-0657) womo 5-20-21 CLINTON E. HALE L 8-19-20 WIDENING CITY OF CARLSBAD w�o,m EXP.: 03/31/20 DATE DATE PLANNING CASE NO: TPM-89-014 APN: 216-041-26 DWG. 519-3 SHEETIOBOF 20 am o x r f•" r t A A A A A 1l ��. 1� • _ Y ' � i � , A � �� .• v � i i ! 11 � l � lJ ��� _I I � � V I � � I r �`-'-__-�..-.—.� tV l , 4 (tea;' Am -�'_�" t. IN--- - - 1. h2 + . Ix 5 s - s P LEG t L� i GENERAL NOTE: THIS PLAN DEPICTS FINAL GRADED CONDITION, HOWEVER, INTERIM EROSION 1Q INSTALL GRAVEL BAG VELOCITY CHECK DAMS AT 50' D.C.,- ........ 0000a"a' CONTROL MEASURES NOT SHOWN HEREON MAY/WILL BE REQUIRED DURING PLAN VjLi'jy ONE BAG HIGH - SIX BAGS WADE THE VARIOUS CONSTRUCTION PHASES AT DISCRETION OF ENGINEERING SCALE 1" = 20' (I)INSTALL GRAVEL BAGS AROUND INLETS, ................... INSPECTOR AND PROJECT OSP. PER DETAIL THIS SHEET 03 INSTALL SILT FENCE ON TOW OF PROPOSED. ........ .... . —X— SLOPED PER DETAIL THIS SHEET \ ®INSTALL FIBER ROLLS PER DETAIL THIS SHEET. IA 3 BAGS HIGH SEC • GRAVEL BAGS ARE EITHER BURLAP OR WOVEN GE TILE FABRIC, FILLED WITH GRAVEL I\ AND PACKED TIGHTLY. y • INSPECT BARRIER AND REMOVE SEDIMEN R EACH STORM EVENT SEDIMENT AND -.4 --4 3 ELAN G e r E 2 —E E �- � I I RESORT o - - 1. EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE PROPOSED UNE OF POSTS. 4 IN (10 CM) 2. SET POSTS OF PREFABRICATED 3. BACKFlLL AND COMPACT THE SILT FENCING AND EXTEND SILT EXCAVATED SOIL. FENCING INTO THE TRENCH. FILTER FABRIC 9 0 I ` n (TYPIN I m W = 8"-10" DIA. 7- S S G- <_r GRAVEL MUST BE REMOVED FROM TH AVELED WAY IMMEDIATELY. RUNOFF SECTION �j %� 1" x 1" STAKE No OF GAP BETWEEN BAGS NO SCALE Peonl[ NOTE: ".. ? `t} ACTS AS SPILLWAY 1. STRAW ROLL INSTALLATION REWIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A ?O•S% DUG ON A CONTOUR. RUNOFF MUST NOTBEALLOWED TO ' ! z � p O 20 0 20 40 60 NOTE: GRAVEL BAGS SHALL BE BURLAP 1. SILT FENCE TO BE LOCATED WITHIN 5 FEET OF TOP OR TOE OF SLOPE MERE APPUCABLE. RUN UNDER OR AROUND ROLL. wo a TYPE WITH 3/4 INCH MINIMUM GRAVEL BAG CHECK DAM 2. SILT FENCE N1LL TERMINATE 1 FOOT ON OTHER SIDE OF RIP RAP ENERGY DISSIPATORS. �z 4 SCALE ,• = 20• SAS' AGGREGATE NO SCALE SILT FENCE FIBER ROLL BARRIER DETAIL ow NO SCALE NOT TO SCALE «o N HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT MLHENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. i o -1 volo SEC 11 A rt16 DESCRIPTION: PT NO 22 STA Q.%-= PER KS 17271 PLANS PREPARED UNDER SUPERVISION � OF RE DED: APPROVED: EROSION CONTROL PLAN FOR: w n LOCATION: FD 2' IRON PIPE AND DISK IN AC HORIZONTAL: N/A DATE: 2/B//y N ENCINITAS BEACH HOTEL ? o PATH. NORTH SIDE OF LA COSTA AVE, AT 6169-I MARK L. HENNING DATE COAST HIGHWAY 101 i 00 n WLCAN AVENUE 13' OFF SHOULDER - - R.C.E. NO.: 58007 STE NN011yyAK ED'y�Np �I I R Wow RECORD FRow SAN DIEGO CWNTY VERTICAL •1-1'1 3[L/ / WIDENING ELEVATION: 62,949_ DATUM: NA)D9fl REVIEWER I _ R N IN ARK L. HENNING EXP.: O6 /30/20 DATE DATE PLANNING CASE N0: TPM-89-014 APN: 216-041-26 SHEET 11 OF 20 wo I' 1� Ili q , I,E PRIMIMMUM +2D< 0 IEA�Fri12 Q INSTALL GRAVEL BAG VELOCITY CHECK DAMS AT 50' O.C.,. - ONE BAG HIGH - SIX BAGS WIDE 02 INSTALL GRAVEL BAGS AROUND INLETS .............. 0 O PER DETAIL THIS SHEET RP O3 INSTALL SILT FENCE ON TOE OF PROPOSED . ................. —X— SLOPE PER DETAIL THIS SHEET ®INSTALL FIBER ROLLS PER DETAIL THIS SHEET. ......... . • GRAVEL BAGS ARE EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, FILLED W1 VEL AND PACKED TGHTLY 1 IVA GENERAL NOTE: THIS PLAN DEPI INAL GRADED CONDITION, HOWEVER, INTERIM EROSION CONTROL ME ES NOT SHOWN HEREON MAY/WILL BE REWIRED DURING PLAN VIEW THE VARI CONSTRUCTION PHASES AT DISCRETION OF ENGINEERING SCALE 1- = 20' ;;,OR�AND PROJECT QSP. 3 BAGS HIGH ,SECD9Y ;iIr�; + INSPECT BARRIER AND REMOVE SEDIMENT AFTER EACH STORM EVENT. ENT AND —4 —4 3' PidA' GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY RUNOFF SECTION rt `rC GAP BETWEEN BAGS NO SCALE PROF14 `<i �• ACTS AS SPILLWAY 20 O 20 60?0 NOTE: GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM GRAVEL BAG CHECK DAM AGGREGATE SCALE 20' NO SCALE RANGE NO. DESCRIPTION APPRO D DATE BENCHMARK SCALE AS-BUILTLSIGNED BY: I DRAM hhb 1. EXCAVATE A 4 BY 4 IN (10 BY 1060, TRENCH UPSLOPE FROM AND ALONG THE PROPOSED LINE OF POSTS. 4 IN (10 CM) 2. SET POSTS OF PREFABRICATED 3. BACKRLL AND COMPACT THE SILT FENCING AND EXTEND SILT EXCAVATED SOIL FENCING INTO THE TRENCH. II FILTER FABRIC hbb 3--5° 8'-10' DIA. 43Ab a 134 GENERAL NOTE: THIS PLAN DEPI INAL GRADED CONDITION, HOWEVER, INTERIM EROSION CONTROL ME ES NOT SHOWN HEREON MAY/WILL BE REWIRED DURING PLAN VIEW THE VARI CONSTRUCTION PHASES AT DISCRETION OF ENGINEERING SCALE 1- = 20' ;;,OR�AND PROJECT QSP. 3 BAGS HIGH ,SECD9Y ;iIr�; + INSPECT BARRIER AND REMOVE SEDIMENT AFTER EACH STORM EVENT. ENT AND —4 —4 3' PidA' GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY RUNOFF SECTION rt `rC GAP BETWEEN BAGS NO SCALE PROF14 `<i �• ACTS AS SPILLWAY 20 O 20 60?0 NOTE: GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM GRAVEL BAG CHECK DAM AGGREGATE SCALE 20' NO SCALE RANGE NO. DESCRIPTION APPRO D DATE BENCHMARK SCALE AS-BUILTLSIGNED BY: I DRAM hhb 1. EXCAVATE A 4 BY 4 IN (10 BY 1060, TRENCH UPSLOPE FROM AND ALONG THE PROPOSED LINE OF POSTS. 4 IN (10 CM) 2. SET POSTS OF PREFABRICATED 3. BACKRLL AND COMPACT THE SILT FENCING AND EXTEND SILT EXCAVATED SOIL FENCING INTO THE TRENCH. II FILTER FABRIC hbb 3--5° 8'-10' DIA. 43Ab a 134 p NOTE: ~ F, STRAW ROLL INSTALLATION REOUIR E PLACEMENT AND SECURE STAKING OF THE ROLL IN A 3•-5' DEEP, NOS SILT FENCE BE LOCATED 5 FEET OF TOP OR TOE OFENSLOPE WHERE APPLICABLE. DUG ON A CONTOUR. RUNOFF MUST RUN UNDER OR AROUND ROLL. NOT LOWED TO WILL 2. SILT FENCE YALL TERMINATE 1 FOOT IXJ EITHER SIDE OF RIP RAP ENERGY DISSIPATORS. I FOOT Es aAV� SILT FENCE FIBER ROLL BARRIER DET NO SCALE NOT TO SCALE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTME DRAWING NO. 2 RE TORM DRAIN ON COAST HWY 101 -1 -1 DESDWTKK PT No 22 sTA Gm-m PER m mn PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP EROSION CONTROL PLAN FOR: w LOCATION: ED. 2- IRON PIPE AND DISK IN AC HORIZONTAL: N/9. DATE: /u ` �9 ENCINITAS BE2ACH HOTEL Oz ? PATH. NORTH E 1 OF F COSTA AVE. AT CLINTON E. HALE DATE COAST HIGHWAY 101 f 9�� VULCAN AVENUE 13' OFF SHOULDER �%� R.C.E. NO.: 42205 STEVEN NOWAK / ED J. WIMME (l w RECORD FROM: SAN DIEGO COUNTY VERTICAL' NIA �.,lS� �� � p. WIDENING C[TY OF CARL$BAD w ELEVATION: 62.949 DATUM: NAw 88 N IN CLINTON E. HALE EXp,; 03/31 /20 DATE DATE PLANNING CASE NO: TPM-89-014 APN: 2'184)41.26 DWG. 519-3 HMEET711A 1 to LEGEND GENERAL NOTE: THIS PLAN DEPICTS FINAL GRADED CONDITION, HOWEVER, INTERIM EROSION • t I' �,>. ►�MEMBER I , Ili ME11, ♦ S c � . a r� 1D INSTALL GRAVEL BAG VELOCITY CHECK DAMS AT 50' O.C., .a000000' CONTROL MEASURES NOT SHOWN HEREON MAY/1WLL BE REQUIRED DURING PLAN VIEVf ONE BAG HIGH - SIX BAGS WIDE THE VARIOUS CONSTRUCTION PHASES AT DISCRETION OF ENGINEERING SCALE 1" 20' O INSTALL GRAVEL BAGS AROUND INLETS, . .... . ............. 0 0 INSPECTOR AND PROJECT OSP. PER DETAIL THIS SHEET 4� (5)INSTALL SILT FENCE ON TOW OF PROPOSED . —X— ................. SLOPED PER DETAIL THIS SHEET ®INSTALL FIBER ROLLS PER DETAIL THIS SHEET ............. ) ) � It� It 3 BAGS HIGH SEC • GRAVEL BAGS ARE EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, FILLED WITH GRAVEL AND PACKED TIGHTLY. �4 —4 ol 3• PLAN• INSPECT BARRIER AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. RUNOFF ACTS AS SPILLWAY 20 0 20 40 60 NOTE: GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE SCALE 1" = 20' ;RANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK SCALE 2 REVISED BMPS FOR NORTHEAST CURB ON HWY 101 & - DESCRIPTION: I LOCATION: FD. PT NO, 22 STA QSB-022 PER ROS IZ 2" IRON PIPE AND DISK IN AC HORIZONTAL: VA LA COSTA AVE. REVISED STORM DRAIN. 5 ? I I PAS. NORTHSIDSTAA�. AT VERTICAL: t" VULC�A�NUE 13����� RECORD FROM: t YYS�LD7EGlS.IUECO CO yY ELEVATION: 62,949 DATUM: NAm &6- GRAVEL BAG CHECK DAM NO SCALE AS -BUILT 1. EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE PROPOSED UNE OF POSTS. 4 IN (10 CM) 2. SET POSTS OF PREFABRICATED 3. BACKFILL AND COMPACT THE SILT FENCING AND EXTEND SILT EXCAVATED SOIL. FENCING INTO THE TRENCH. kwu inwi J IrXv v\v\W\v\W "\W\v\v\v "rfEE M4 114 . - PLANS PREPARED UNDEF /r.�rira 5/3/215/3/21 CLINTON E. HALE DATE ��� ^ 5-20-21 CLNTON E. HALE RE' WED., JAY;_,,, ere 5-19-21 INSPECTOR DATE 6"-10" DIA. 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT ANDNOTE tis o SECURE STAKING OF THE ROLL IN A TRENCH, 3"-5" DEEP, r 4mx rn 1. SILT FENCE TO BE LOCATED WITHIN 5 FEET OF TOP OR TOE OF SLOPE WHERE APPLICABLE.DUG ON A CONTOUR. RUNOFF MUST NOT BE ALLOWED TORUN UNDER OR AROUND ROLL. 2. SILTI FENCE WILL TERMINATE i FOOT ON EITHER SIDE OF RIP RAP ENERGY DISSIPATORS. S� �/ �,�. ? w j SILT FENCE FIBER ROLL BARRIER DETAIL �< o V1 NO SCALE NOT TO SCALE <r o MLH ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Hrc o SUPERVISION OF RECOMMENDED: qPP EROSION CONTROL PLAN FOR: ^o DATE: s /9 ENCINITAS BEACH HOTEL A a 6169-1 Qr.r COAST HIGHWAY 101 z$ w R.C.E. NO.: 49905 STEVEN NOWAK EDW J. MMER Z60 -l'1 WIDENING CITY OF CARISBAD w o .. EXP.: 03/31/20 DATE DATE PLANNING CASE NO: TPM-89-014 API:216-041-26 DWG. 519-3 SHEET1180F 20 <n �S TRAFFIC CONTROL GENERAL NOTES 1. STANDARDS: THE TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF EACH OF THE FOLLOWING MANUALS: DESCRIPTION EDITION STANDARD SPECIFICATIONS FOR PUBLIC 2018 WORKS CONSTRUCTION (THE "GREENBOOK1.) SAN DIEGO REGIONAL STANDARD DRAWINGS 2016 CALIFORNIA MANUAL ON UNIFORM TRAFFIC 2012 CONTROL DEVICES (CA MUTOD) 2. THE CONTRACTOR IS RESPONSIBLE FOR PROMPTLY RESTORING THE ROAD BACK TO SATISFACTORY CONDITION WHICH INCLUDES, BUT IS NOT LIMITED TO, PAVING, STRIPING, MARKINGS, SIGNING, AND LOOP DETECTION. 3. THE CITY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION AND TO MAKE CHANGES AS FIELD CONDITIONS WARRANT. 4. 5. A COPY OF ALL TRAFFIC REQUIREMENTS AND TRAFFIC CONTROL PLANS ISSUED BY THE CITY MUST BE KEPT ON THE JOB SITE. 6. THESE PLANS DO NOT CONSTITUTE AN OFFICIAL PERMIT. CONTACT THE CITY FOR INFORMATION ON OBTAINING A PERMIT. 7. ALL TRAVEL LANES WILL TYPICALLY BE A MINIMUM OF 12-FEET WIDE, 14-FEET IF ADJACENT TO CLOSED BIKE LANES, UNLESS OTHERWISE SPECIFICALLY APPROVED BY THE CITY. B. WARNING ( SERIES SIGNS USED IN WORK ZONES SHALL BE BLACK ON AN ORANGE BACKGRO N 9. CONES AND PYLONS SHALL HAVE WHITE REFLECTORIZED SLEEVES WHEN PLACED ALONG THE CENTERLINE OR ALONG THE OUTSIDE SHOULDER. 10. IF PARKING IS ALLOWED IN THE ADVANCE WARNING AREA, ADVANCE WARNING SIGNS SHALL BE MOUNTED ON HIGH LEVEL DEVICES. 11. ALL CONFLICTING SIGNS SHALL BE COVERED. 12. THE CONTRACTOR SHALL POST TOW-AWAYMO PARKING SIGNS AT LEAST FOURTY EIGHT (48) HOURS IN ADVANCE, NTH THE DAY OF THEE WEEK, DATE AND WORK HOURS NOTED. 13. PLACE W20-1 AND G20-2 SIGNS ON ALL SIDE STREETS NTH THE CONSTRUCTION ZONE AND PER TCP-4 AS FIELD CONDITIONS PERMIT. 14. FLAGGERS SHALL BE ILLUMINATED AT NIGHT PER THE MOST CURRENT CA MUTCD 15. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM NTH THE MOST CURRENT CA MUTCD REQUIREMENTS REGARDING MINIMUM RETRO-REFLECTIVITY, MINIMUM SIZE, MINIMUM MOUNTING HEIGHTS, AND USAGE. LARGER DEVICE SIZES MAY BE SPECIFIED BY THE CITY. 16. TRAFFIC CONTROL SIGN SHALL NOT BE MODIFIED IN THE FIELD NTH DUCT TAPE, ELECTRICAL TAPE, OR ANY OTHER NON -APPROVED METHOD. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING THE LOCATION OF SCHOOLS THAT WILL BE AFFECTED IN THE AREA OF THE IMPENDING WORK. DUE TO PEAK VOLUMES OF PEDESTRIAN AND VEHICULAR TRAFFIC ASSOCIATED NTH SCHOOLS, THE CONTRACTOR MAY BE REQUIRED TO DELAY THE START OF CONSTRUCTION OPERATIONS UNTIL AFTER SCHOOL IS IN 18. EXISTING SIGNS THAT CONFLICT NTH TEMPORARY TRAFFIC CONTROL MAY BE BAGGED, COVERED, AND REMOVED BY THE CONTRACTOR PER THE CITY. SIGNS THAT REMOVED SHALL BE HANDLED NTH CARE SO THAT THEY MAY BE LATER RE -INSTALLED OR RETURNED TO THE CITY IN GOOD 19. CONTRACTOR SHALL NOTIFY ALL AFFECTED EMERGENCY SERVICES AT LEAST ONE (1) WEEK IN ADVANCE. 20. FOR SIGNALIZED INTERSECTIONS, THE CONTRACTOR SHALL COORDINATE NTH CITY TO DETERMINE HOW TO OPERATE THE SIGNAL. E P4Y n� r, ra sac7 JqJ O N1.�.�J�1 f OF ChUE�' GENERAL SIGNAGE. STRIPING. AND TRAFFIC SIGNAL PLAN N 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. ALL STRIPING AND SIGNAGE SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING MANUALS: A. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND MUTCD CALIFORNIA SUPPLEMENTS. B. CALTRANS STANDARD SPECIFICATIONS. C. CITY OF ENCINITAS STANDARD DRAWNGS. 3. ALL SIGNING SHALL BE INSTALLED ON SQUARE PERFORATED STEEL TUBING NTH BREAKAWAY BASE. 4. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CHANGES IN THE FIELD. 5. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR. 6. ALL LIMIT LINE / STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT BIKE LANES) SHALL BE THERMOPLASTIC. 7. SAFETY LIGHTING LUMINAIRES SHALL BE LED TYPE. 8. ALL TRAFFIC DETECTION SHALL BE LOOPS. ALL LOOPS SHALL BE 6-FOOT DIAMETER (UNLESS OTHERWISE NOTED) TYPE E NTH 10-FOOT SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. SEE STANDARD PLAN ES-5A AND ES-5B FOR DETAILS. 9. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE COUNT DOWN TIMER. PEDESTRIAN PUSH BUTTONS SHALL BE AUDIBLE POLARA NAVIGATOR ACCESSIBLE PEDESTRIAN PUSH BUTTONS AND A MAXIMUM HEIGHT OF 42-INCHES PER ADA REQUIREMENTS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT """ '; ""'""' " ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS BUILT 6-20-21 DLSOWDON: PT N0. 22 STA am-m PER ROS 17271 LOCATION: FD. 2" IRON PIPE AND DISK IN AC PATH. NORTH SIDE OF LA COSTA AVE. AT HORIZONTAL: NA VERTICAL' VA �J�`A/ //°'��Lfl+�/ G-/P�.C/ 5/3/21 PLANS PREPARED UNDER SUPERVISION OF - DATE: � R.C.E. NO.: 58007 RK L HENNING EXP.: 06 20 L3-Q/ RE C DED: APPROVED: STE NOWAIK� EDWA D J IMER (- .3 DATE DATE TRAFFIC CONTROL NOTES FOR: ENCINITAS BEACH HOTEL COAST HIGHWAY 101 WIDENING PLANNING CASE N0: TPM-89-014 APN: 216-041-26 6169-1 MARK L HENNING DATE MARK WLCAN AVENUE 13` OFF SHOULDER RECORD FROM: SAN DIEGO COUNTY E YATION: 62,949 DATUM: BAVD 88 N-2N-21 SHEET 12 OF 20 I a N a iz a Q N K � cvo_ zUI �U,n wry ozw ozw wum_ wo am it I I I I I I 8" WHITE CROSS HATCH STRIPES 50' O.C: [[a- 10' 10 - -141- 141 f �\ R3-80 IS v (CA) \A)ffl_ I {<1 TYPE \ •�. Lyj PM TYPE > (TIP•, 50' BG - C� I PM TYPE Q (TIP. TYPE IV(R) ARROW PM ,1 (TYP) ■ BIKE LANE W/ PM ' ARROW (TYP.) ...- GR R14-1(L RS 21 ' WITH ARRO t R3-7R IS 113' 38 . APN 215-042-019.059 t11 ADVERTISEMENT RS f MUP/DR/CDP/EIA NCO. "NO W201 PC 2W5-33 ADVERTISEMENT RS SIGN 12' S 11 11' PARKING OF 39 OVERSIZED VEHICLES E AILERS ALL CITY OR 62' BG "WELCOME T R1-2 RS , 1I CT✓ �JL�, i� pQ� v TP TREETS dt CITY CARLSBAD" SIGN E _R/W VVV PARKING LOTS" AND "CARLSBAD _ - GR - - �R/W � � SISTER CITIES" SIGN _ ggg,BIKE LANE W/ PM - .•' 10' "COASTAL BIKE _ TRAIL" CARLSBAD/ENCINITAS ARROW (TYP-) _ -- SIGN. R81 (CA), AND E --� BOUNDARY I, R81A -_ — (CA) .:- y S GR 302' 9 12' GR -.._ T�-1 J\AIv f 1 Y`I 1�.1 —� .I 01 3051.39—TYPE IV(L) ARROW PM 12 -. IS 4 E N(CA) 40 90' (TYP) 140 _ - -- 11'Y�_ 63'39 _ �10'- 8 $z _ _. � LL c 140' BG R2-1 RL "35 MPH ZONE 250v38 - - 120' 39 11' GR �--�N YF AHEAD RL BLUE INF01 F N, NFR/W- SIGN TAS nw%DCARLSBANCINI_ \ x x BOUNDARY "LEAVING E � � r r CARLSBAD" SIGN AND R26 (CA) \ CARLSBAD STATE BEACH 1 LEGM EXISTING CURB.. EXISTING STRIPING. PROPOSED STRIPING PROPOSED GREEN BIKE LANE TREATMENT ..... . . ®� (ENNIS-FLINT GREEN FAST DRY TRAFFIC PAINT OR APPROV. EQUIV. AND SWARCO REFLEX GLASS BEADS OR APPROV. EQUIV.) EXISTING STRIPING TO REMAIN. n EXISTING SIGN TO REMAIN INSTALL SIGN - TYPE AS NOTED ON PLAN. ..... IS INSTALL STRIPING PER CALTRANS STANDARD. .. PLANS. NUMBER REFERS TO DETAIL PAVEMENT MARKING - TYPE AS NOTED PLAN. PM RELOCATE SIGN BEHIND NEW CUR - .......... RL 00 UNLESS OTHERWISE SPECIFIED REMOVE EXISTING STRIP BY GRINDING. ...... GR ALL DEBRIS TO BE OVED AT THE Z DAY. AGE. ........ ....... RS C CROSSWAU( LINESRSECTION) NO. 71y7.\I[i;A TYPE N(CA)— 8" WHITE C ,A HATCH SIT A)-- 10• o-g _R/W� _ L12 Y7R-�- PM TT50' --- IR3-7R ��) SR56(CA RL "WELCOME TO TP R26(CA) ENCINITAS" SIGN ATE TRANCE LEUCADIA" SI - G27-2 CA AN h_ - M6-1(t_) R/W-7 \ 1 1 ONSITE IMPROVEMENTS PER PRECISE �`�GRADING DWG NO. 14083-G ii EN 1& 1TAS BEACH 0/ 9ORT PLAN VIEW SCALE 1" = 30' YIELD 50 SPEED LIMIT Dtt-1 cz7—z(cA) MARKER R1-2 R2-1 BNLY ONLY BIKE LAME R3-80 (CA) R81(CA) LEFT LANE MUST TURN LEFT R3-7L R81 A(CA) M6-1(L)(CA) R81B(CA) e SCALE AS -BUILT HORIZONTAL: bLIA MARK L. HENNING DATE VERTICAL: R& IV(L) _ _ IV(R) ARROW IR7-9a-1 (35 MPH) RL D11-1R14-1R7-9A (NEW) or RIGHT LANE MUST TURN RIGHT R3-7R PNOTO ENFOROEh SR56(CA) DATE: W91_& R.C.E. NO.: 58007 MARK L HENNING EXP.: 06/30/20 I ill) r r 4 BILLBOARD E - —_- -- NIL GR Gi= ^z ADD GREEN STRIPING TO aN BG EXISTING 39A (TYPICAL) Nw.._--APPROX. 177' IE TRANSI71 ___-. PM BIKE LANE W/ m ARROW (TYP.) a r ■ �.I 1 Z'if - -. - - ..T .. R7-9A . "- LEUCADTLCOME SIGN "NO TRESPASSING"[�E SIGN rIi TRUCK OUTE _ei4-1(L) ®i XING BIKE TRUCK S°�e „ LANE 'ROUTEtl�€ 110 R7-9A R14-1 R4-7c Type P (CA) Object Marker (Type 3) R26(CA) (ObStrUCIIORs adjacent t0 the rOadvwy) 30 0 JO V 60 90 SCALE I" = 30' )� Ne a �a timez P� d A o0 e4� i N it w - i < iOM-7L) (OM-3R7 ZN Zc <�d.N ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. i Do REC ED: APPROVED: TRAFFIC STRIPING PLAN FOR: w; ENCINITAS BEACH HOTEL i o COAST HIGHWAY101 s1s9-I ZQzw OO STE N0JK EDW[1 D 'M ER WIDENING w"w DATE DATES I PLANNING CASE NO: TPM-89-014 APN: 216-041-26 SHEET 130F 20lx°K I I \ \ \ 1 \ I \ I \ ONO PARKIN OVERSIZED VEFII E 1TRAILERS ALL CITY a ETS @ CITY PARKI LOTS' _R/Wl� 2_ m� vFi 'COASTAL BIKE ' +w SIGN, RBI (CA) B' WHITE CROSS a - _ R81/ HATCH STRIPES < 50' O.C. cr NWY 1 act -� -- _ 140 o CL 141 18 0 Jl � 'LEAVING E r r CARLSBAD' SIGN i i AND R26 (CA) TYPE P (CA; J 1 R14- R3-7F APN 215-042-01r -051 �11 ADVERTSEMENT MUP/DR/CDP/EIA N\O. SIGN 00-201 (PC 2005-33) \ _AOVERnsEMSIaT Rs "WELCOME TO R CARLSBAD' SIGN E - /RIW' AND CARLSBAD C GN BIKE LANE W/ PM ARROW (TYP.)_Ik_ iClRl tliln /furl rec— v— _. — IV(L) ARRdl%Wk 141 PMJTYPE IV(R) '--'ARROW rW&RMATION 7R (TYP.) CA) Od CARLSBAD^STATE BEACH I 30 0 30 60 90 SCALE 1' = 30' LEGEXISDNECURB.. . EXISTING STRIPING. PROPOSED STRIPING PROPOSED GREEN BIKE LANE TREATMENT ..... . . (ENNIS-FLINT GREEN FAST DRY TRAFFIC PAINT OR —® APPROV. EQUIV. AND SWARCO REFLEX GLASS BEADS OR APPROV. EQUIV.) EXISTING STRIPING TO REMAIN . ............... O EXISTING SIGN TO REMAIN. ..... ....... . �E INSTALL SIGN - TYPE AS NOTED ON PLAN ...... IS INSTALL STRIPING PER CALTRANS STANDARD. ..... . PLANS, NUMBER REFERS TO DETAIL PAVEMENT MARKING - TYPE AS NOTED ON PLAN. iP—M RELOCATE SIGN BEHIND NEW CURB. ......... UNLESS OTHERWISE SPECIFIED REMOVE EXISTING STRIPING BY GRINDING.. .. ALL DEBRIS TO BE REMOVED AT THE END OF EACH WORK DAY. REMOVE AND SALVAGE. ....... ....... RS 12' THERMOPLASTIC CROSSWA ES - - - - - - - - - (TYPICAL FOR INTERSE In NICE NO. DESCRIPTION APPROVED DATE '35 MPH D11-1 (CA) BIKE LAND RBI(CA) mac/ 'WELCOME TO A) ENCINITAS" SIGN, LEUCADIA' SIGN, - - G27-2(CA), AND M6-1(L). // YIP , SPEED LIMIT 50 RT-2 R2-1 RTYPE ARROWTA 11+4 MATC` E N(CA) 137 \ �R/W_ IS R3-71R PM TYPE IV(R) ARROW 11 _ (TYP.) W3-2LfC�� GR 39 291•-. 154' 3B -- TYPE IV(L) ARROW ,TYP•) ^ R4-7c LLSJ TYPE N(CA) B' WHITE Cl HATCH STF id GRADING ENTRANCE /i PLAN 1FIEB SCALE 1' = 30' RL R2-1 (35 MPH) 7-9a 46' -1 R1h1 - — -R7%A (NEW) �- — — — _/any. i f / mrr m TRUCKI ROUTE' R14-1(L) TRUCK( BEGIN ROUTE END R'4-' R$IA(CA) A---d'� R818(CA) PARKING M6-1(L)(CA) PHOTO ENfDR[EC SR56(CA) LEFT LANE MUST TURN LEFT RIGHT LANE MUST TURN RIGHT R3-7R F>•*V1439dL1:7:——cF'E=1111y� HORIZONTAL1 r-1—mc—cvynm— — ANY R4-7c TIME ® R26(CA) BIKE LANE R7-9A Type P (CA) Object Marker (Type 3) (obstructions adjacent to the roadWey) I I 1 Yfm 100-3L) IOz4-3R1 ENGINEERING DIVISION APPROVALS 'LAND VKLVAKLU UNULK SUYLHVISIUN OF DATE: /o / /9 �� �A++� G R.C.E. NO.: 42205 IRECOMMENDED: STEVEN NOWAK �OI CLINTON E. HALE EXP.: _03/31/20 DATE R7-9A i 1 s I _ �1) BILLBOARD E 9 co 4. ADD GREET) STRIPING TO 1-3 EXISTING 39A (TYPICAL) x BIKE LANE W/ _ I PM ARROW (TYP.) s _ Y 'WELCOME TO �- UCADIA' SIGN . _ 'NO TRESPASSING' SIGN CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPAF RUFFIC STRIPING PLAN FOR: ENCINITAS BEACH HOTEL zi COAST HIGHWAY 101 WIDENING C= OF PLANNING CASE NO: TPM-89-014 APN: 216-041-26 DWC. YT-L fro f 1 DRAWING NO. �"'io toe —I I: �Ax R61-7 (CA) IS t Q -Min 3" K 12" \ TYPE P (CA) nE -� I ~ IYPE IV(R) RETROREFLECTIVE u ~ CD( I SHBLE NG, 5-- Q \ \ _ I__ U Q PM TYPE NI(L) I NOTE I Q"GR CHANGE NO. 5 APPROVED BY CITY ENGINEER -1PRIOR TO CONSTRUCTION. DOCUMENTED ASSHOWN ON AS BUILT PLANS. 2y!' Min WHITE � PosT �.r DELINEATORS R14-1() ow RS NOT TO SCALE ` 114' 38 SlX1FACE MOUNT R3-7R IS NOTE AP1V 2I5-D42-DI,-®5,'tllI If / I I o ° -7 DELINEATORS TO BE INSTALLED AT 8 FT ON CENTER. AD ENT R�Sh SIB''-' / L.I MUP/DR/CDP/EIA NO. \ AD ENT -2 00-201 (PC 2005-33) , , SIGN Rs 11 PEDESTRIANIL BARRICADE DELINEATORS CLASS 1 No PARKING aF ovERs¢m 2 PER DENTAL THIS SHEET Y NOT TO CARE VEHICLES ET TRAILER$ ALL BG I E Ott STREETS R Ott "WELCOME TO _ � _ — — _ PARKING LOTS' AND 'CARLSBAO SISTER E R/W' RI GRS RJ-7R PM TYPE IV(R) ARROW - - — _ BILLBOARDLSA'E - - �R/WL CBA 5° SIGN _ ' BIKE LANE W/ PM MR.) W3-2 RL _ l 8' WHITE CROSS 'COASTAL BIKE TSAa' CARLSBAO/ENONITAS - _ .ARROW _ _ _ _ Q N BC �, - - HATCH STRIPES SIGN, R81 (CA), ND R81A E BOUNDARY I 11 XRa 50, O.C. _ ' (CA) VARI S a i __ - - 10'. OR BOG 50' THERMOPLASTIC GR OR GR 39 291' - _ 9 _ Y_ - NO ; JUL' 9 N' < N i 3Dj 39 IS 4-7 � �� - COAST WY 101 �L - EET TO TYPE IV(L) AR 0 M - rN(cA) - _ _ �W GREEN STRIPING PER GR - 37 '� :". EXISTING 39AAIL THIS S(TYPDAL)ul R ---- _ + - - - - ---- APPROX. 177' _54 �_ INSTALL RJ-4 (TIP,) - _ '.- IT NS _ _ _ 140' UNE • < _ -- - - _ TRAIN -• BII(E LANE W/ � 140 - - - - - _ TYPE IV(L) ARROW ARROW (TYP.) q CHANGE TO RED ROLLED -- - PM CURB. INSTALL DELINEATORS __ - s 250' 38 GR R*7 IS (TYP.) '0 141 PER DETAIL THIS SHEET GR -- '�yi - ® TYPE N(CA - ni _ -41 - It WIN _ BG 50 _ -l'i�_ 5 130 GR - _ Fes} STA 140+6530 MATCH gTLON - 136 39 THERM LA C ---� 141 EXISTING STRIPE 6d LANE TRAIN -120• 141' 39 R61 C 7E CROSS e i b - -- 290' 39 -'� �120 LANE IRNSID ""�^ �132..._'— STA 140+64.54 MATW _ ' -- _�- - W i m R61B(DA) RS - HAT STRIPES _ - EXISTINGSTRIPE- -__ - _ .',_ 246• G �7 �I 10' 10.C. RS _ - RL R -9 --{1- ` B R7 9A - - - - - BIKE LANE W/ PM o - o - o - ca s� n RROW (TYP,) 42 Ct _ - PM TYPE R o R - ADD GREEN BG R2-1 - ARROW) RL RI4-1 < STRIPING PER -35 MPH N (TYP,) RL RL TP _-R7-9A (NEW) - R7-9A � �- �1 x I ^•L TO R4-4 IS DETAIL THIS ZONE PEDESTRIAN \ IB I ME To SITE ENTRANCE - - W / `-lEUCADIA' 90N _ (TYPICAL) AHEAD- BARRICADE R3-7R SR56(CA ENCINITAS' SIGN - - Y .ten SHEET TYPICAL RL BLUE _ Q ` <� ® 8• WHITE CRO APPROX W PER DETAIL INFORMATION R26(CA)-8' WHITE CROSS HA LEUCADIAw SIGN. - -—R/W.,- - — - _ q/ry_ HATCH STRIPES 5 . THIS SHEET SIGN STRI 10' .. 027-2(CA), AND PEDESTRIAN BARRICADE— F 10 D.C. — M6-1(L). PER DETAIL THIS SHEET ;^- C ONITAS / 'NO TRESPASSING' I A �g ONSME IMPROVEMENTS PER PRECISE GRADING / SIGN 'LEAVING E r DWG NO. 14083-G CARLSBAD' SIGN AND R26 (CA) ENO\TITAS BEACH RESORT - CARLSBADD�TATEBEACH i tdB,V.v+ 9O PLAN VIEW DASHED STRIPES WILL BE I-x1-114•GALVNIZED AUTHORIZED STEEL CHAIN DAPWRH SET 6GR IN SCALE 1" - 30 GREEN PAINT OUTLINED ROUND HEAD SCREW �• VEHICLES WITH WHITE PAINT ONLY ® a NEANA wcsoEWAu a e' a' a SIGN LEGEND R5-11 R3-4 _W€ a 30 0 30 60 90 SPI=ED rJAS • YIELD LIMIT 3O SCALE 1" = ' � � � O G27-2(CA) LEGEND D11- EXISTING CURB .......................... MARKER R1-2 EXISTING STRIPING ........................ R2-1 REVIEWED.BY� 5-19-21 r INSPECTOR DATE a AS TRUCK GREEN PAVEMENT BIKE LANE DETAIL Rag ° a 36 0 ROUTE NOT TO SCALE ° 3.•BDDARE ° 34'SOUNE ( n a SIGNPOST ROUND ATTACH NTH HEAD SCREW o SIGNPOST A a 1"x1-1/4• AND NYLOCK NUT a Ll GALVNIZED OR WELT POINTOFATTACHMET 4"THICK X I'E•SO 0 STEEL CHAIN ° R14-1(L) BEGIN CONC 520E4SE 0 ° 2-1/4" _ RIGHT TURN LANE L ° INLANDSCAE 4°"/-1° :n a ° a ' PROPOSED STRIPING . ................... . _ — _ R3-7L ROUTE YIELD TO BIKES /, '" PROPOSED GREEN BIKE LANE TREATMENT. ..... ®9G i��Y{I F N - -� ° (TOTAL(2) 91YAPA�RT) a T 72 (ENNIS-FLINT GREEN FAST DRY TRAFFIC PAINT OR 111\"JlJ/11 FFFF tttt�'""'.'.'////IIII II( LJ L 1 \ R4-4 °NOTE° APPROV. EQUIV. AND SWARCO REFLEX GLASS I R14-1 / ° s ° BEADS OR APPROV. EQUIV.) ONLY / v LONG SIGNPOST ANCHOR INSIDE I EXISTING STRIPING TO REMAIN . .............. E BIKE LANE RBIA CA END , Type P{CA) Object Marker (Type 3) SIGN POST SOBlSE LONG "TANCHORPDST Q A(CA) (obstructions adjacent 10 the roadway) mPIPOS R61-7 (CA) R81(CA) I EXISTING SIGN TO REMAIN . ................. . ❑E INSTALL SIGN - TYPE AS NOTED ON PLAN . ...... . IS ZL R81B(CA) PARKING or NOTES: INSTALL STRIPING PER CALTRANS STANDARD. ..... . O PLANS. NUMBER REFERS TO DETAIL Me-1(L)(CA) PAVEMENT MARKING - TYPE AS NOTED ON PLAN. .. . ® NO PED CROSSING RELOCATE SIGN BEHIND NEW CURB. ........... UNLESS OTHERWISE SPECIFIED ♦USE CROSSWALK REMOVE EXISTING STRIPING BY GRINDING.. ........ ALL DEBRIS TO BE REMOVED AT THE R49 (CA) END OF EACH WORK DAY. REMOVE AND SALVAGE. . .............. . . . RS PHDiO 0 0 i A NY Ip a 1. PEDESTRIAN BARRICADES SHALL BE INSTALLED AT CONTROLLED AND UNCONTROLLED INTERSECTIONS � ON CLASSIFIED (COLLECTOR STREET, ARTERIAL OR PRIMARY ARTERIAL STREETS AS R4-7c nnE IDENTIFIED IN THE ADOPTED COMMUNITY 2. THE BARRICADE SHALL NOT ENCROACH ONTO THE PEDESTRIAN ACCESS ROUTE AREA. ® R26(CA) .I .1 3. IF THE BARRICADE IS INSTALLED ALONG A SIDEWALK. IT SHALL NOT REDUCE THE PEDESTRIAN ACCESS 04 ROUTE AREA TO LESS THAN 4'-0- WIDE. U m 4. POSTS TO BE SET 1'-6' BEHIND FACE OF CURB UNLESS OTHERWISE SPECIFIED. Z U G J_ S. IN EXISTING SIDEWALK AREA SET POSTS INTO a CORE BORING, PACK WITH GROUT. I G BIKE 6. INSTALL (2) R49 SIGNS (BACK TO BACK) ON ALUMINUM SHEETING CENTERED BETWEEN POSTS. > ENfORCED R3-71 LANE — — IOM-3L1 I0HA-31F/ PEDESTRIAN BARRICADE DETAIL m' " aQ � 12" THERMOPLASTIC CROSSWALK LINES ......... . ® _ (TYPICAL FOR INTERSECTION) SR56(CA) R7-9A NOT T SCALE ow «HH CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCI S - DEV ENT SE ICES DEPARTMENT DRAWING NO. z'o i o REVISED STRIPING A s1cNs OESfIBP110N: BE NO 2 STA a-M-nn PER NOS t7271 i/i _ - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: TRAFFIC STRIPING PLAN FOR: W r �a REMOVED NORTH CROSSWALK ON HWY 101 LOCATION: ED. 2" IRON PIPE AND DISK IN AC PATH. NORTH SIDE OF LA COSTA AVE. AT HORIZONTAL: N/A VERTICAL: N� 5/3/21 DATE: 8-11-20 /f/ �- �/ ® !i` iy�,c R.C.E. NO.: 42205 r" L EDWARD J. WI .Ai STEVEN NOWAK {O1' ED-19- J. WIMMER 8-19-20 ENCINITAS BEACH HOTEL COAST HIGHWAY 101 (ROW 20CARL B WIDENING CITY OF CA9-3 6'I s9-I u z m Z o m w o mz wo REMOVED CROSSWALK ON LA COSTA AVE CLINTON E. HALE DATE 4 REVISED STRIPING AND SIGNAGE ADD R01 8/11 20 RN AVENUE 13' OFF SHOULDER RECORD REEXi� FRi71t SN DIEGO COUNTY AS BUILT -20-210 5-20-21 jm 5-20-21 5 ELEVATION: 62.949 DATUM: NAW 88 CLINTON E. HALE EXP.: 03/31 /20 DATE DATE PLANNING CASE N0: TPA-89-014 APN: 276-047-26 DWG. 519-3 SHEET 1380E 20 -,z In JI.10 I 0 EQUIPMENT SCHEDULE STANDARD LUMINNRE LED PLACEMENT SIGNAL MOUNTING PUSH BUTTON REMARKS No. *TYPE HEIGHT SIG. MA MUM. MA A B VEH MA *PED PHASE POLE QUAD. A 29-5-100 30' 55' 15' 130W 5' 4' SV-1-T 1-MASS SP-1-T 08P N NEW EQUIPMENT ❑3 ❑4 ❑5 1_MAS 'La Costa Ave B 1-A 10' - - 11' 3' TV-1-TO - SP-1-T 02P E NEW EQUIPMENT © 24-4-100 30' 35' 130W 5' 3' SV-1-T 1-MAS• SP-1-T 02P E NEW EQUIPMENT 'Coast Hwy 101' O1-A 10' - - 10.5' 3' TV-1-To - SP-1-T 07P S NEW EQUIPMENT O 29•-5-100 30' 50' 15' 130W 1 8.5' SV-2-TB■ 2-� SP-2-T ogP 5 NEW EQUIPMENT 'La Costa Ave' O 24-4-100 30' 35' 15' 13OW 10' 3' -1-T 1-MASA SP-1-T 06P W NEW EQUIPMENT ❑3 0❑5 7❑� 'Coast H 101' © 1-A 10' - - - log 3' N-2-T� - SP-1-T 08P N NEW EQUIPMENT • = RED ARROW, YELLOW ARROW, GREEN ARROW ♦ = 4-SECTION VEHICULAR SIGNAL HUD, W.DETAJL 'B' THIS SHEET. VCONTRACTOR SHALL POT HOLE POLE ■ = 5-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL 'C' THIS SHEET. LOCATIONS PRIOR TO ORDERING POLES. *= PEDESTRIAN HEADS SHALL BE COUNTDOWN TYPE AND PUSH BUTTONS SHALL BE POURA NAVIGAT ALL POLES AND SIGNAL EQUIPMENT SHALL LEGEND BE ENCINITAS DECORATIVE STANDARDS TURN CONTROL SIGN MPEDESTRIAN HEAD ® REM D SALVAGE �-r —+-� PROPOSED VEHICULAR TRAFFIC - - g_4 EMERGENCY VEHICLE DETECTOR SIGNAL HEAD .L77�. PROPOSED PULL BOX ® ABANDON 7C• PROPOSED CCN SURVEILLANCE CAMERA ❑� CONNECT NEW AND EXISTING CONDUIT. PROPOSED WIRELESS RADIO REMOVE EXISTING CONDUCTORS AND AND INSTALL CONDUCTORS AS SHOWN. OMNI PROPOSED INTERNALLY ILLUMINATED FA FOUNDATION TO BE ABANDONED, BREAK STREET NAME SIGN DOWN FOUNDATION 3' BELOW GRADE ® EQUIPMENT OR MATERIAL TO BE TRAFFIC SIGNAL NOTES: oF�D ANDBECOMETHE PROPERTY 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL SEE CALTRANS STANDARD PLAN ES-5A AND ES-58 FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH YPE a LEAD IN CABLE. FRONT LOOPS SHALL BE MODIFIED TYPE E AND SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. TYPE Q BIKE LOOP SHALL HAVE 2 TURNS AND PER CALTRANS STANDARD PLAN ES-58. 4. ALL PULL BOXES ARE NUMBER 6, AND CONDUIT IS 3 INCH UNLESS NOTED OTHERWISE. 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS LENSES. 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE COUNTDOWN TYPE. PEDESTRIAN PUSH BUTTONS SMALL BE APS 2-INCH DIAMETER WITH A MAXIMUM FORCE OF 5 FOOT-POUNDS OF PRESSURE AND A MAXIMUM HEIGHT Ste= OF 42 INCHES PER ADA REQUIREMENTS. GENERAL NOTES CONTINUED BELOW 13 __ j � SI 230' TOS �- o 2 all I NOT USED NOT USED 1 d--P 01 02 03 04 t b 05 06 07 08 120 FlASHING OPERATXIN SHALL BE RED IN ALL RED. PROPOSED PHASE DIAGRAM 12' _ - - z'x6• v 3 TYPE 14' CONSTRUCTION NOTES (THIS SHEET ONLY) CONDUCTOR SCHEDULE DETAIL „B„E FOUR TURNS OF WIRES FURNISH AND INSTALL NEW MODEL 352i ATC ANODIZED ALUMINUM CABINET P CONDUIT SIZE AND RUN 4-SECTION VEHICULAR MODIFIED TYPE "E" TOURNEDD DOR ERRWEAWITH TWO INPUT FILES AND FOUNDATION COMPLETE PER CALTRANS STANDARD AWG SIZE H POLE OR SIGNAL HEAD uMR uNE/CRosswNx OF LOOP WIRE PUN ES-3C. ATC CABINET SHALL BE FlBEROPTIC READY. CABINET SHALL HAVE OR A CIRCUIT 2-4' 3' 3' 2-3.2-4• 4' 2 R O DL-rtcroR DIRE"! f ! MOUNT POWER STRFRONT AND BACK IP, PULL-OUT DOCUMENTLED LIGHT, NAND REAR DRAWER, AND OOR CITY-SP CITY -SPECIFIC LOCKS. RACK CABLE TYPE E L �CABINET SHALL BE EQUIPPED WITH: NDTEs: NEW MODEL 2070 ATC CONTROLLER AND OMNI PROGRAM. NO.14 CABLES POLE - A V O 1:• 1-LOOP IXNN R IS S'M. NEW EDI 2212 CMUip CONFLICT MONITOR UNIT WITH AUXILUARY DISPLAY. C POLE _ B 7 2-DEPTHS CUT Is 3 i/8 MIN. NEW POLARA NAVIGATOR 2-WIRE ASSEMBLY. 0 C G O R 6RN5 NEW CISCO IE4000 FIELD ETHERNET SWITCH WITH POWER SUPPLY. N 3 0 POLE - C 1 1 NEW OFMCOM MODEL 764 PHASE SELECTORS WITH CPS AND IR. D N POLE - D 1 1 1 GA ® SAWCUT & WINDING DETAIL NEW ALPHA FXM1100 BATTERY BACKUP SYSTEM. U D 0 FURNISH AND INSTALL TYPE III CF SIGNAL AND LIGHTING SERVICE C U POLE - E 2 2 2 NOT TO scA1e PER SDG&E REQUIREMENTS. PROVIDE 5OA-1P SIGNAL METERED T C POLE - 114 1 POLES© & QF 717L 71OU 7J5U CIRCUIT BREAKER, 1SA-1P I.I.S.N.S. UNMETERED CIRCUIT BREAKER 0 1 2 T PO D X N M (07) 7) (07) AND 240V 3QA-2P UNMETERED LIGHTING CIRCUIT BREAKER. SEE R 0 DETAIL C ❑B rc STANDARD PLAN ES-2E FOR DETAILS. R �3 FURNISH AND INSTALL SINGLE -CHANNEL EMERGENCY VEHICLE PRE-EMPTION TOTAL CABLES - / 12 CON 2 2 3 4 1 2 3 5-SECTION VEHICULAR - - - - EQUIPMENT OPTIOOM MODEL GPS RADIO UNIT). MOUNTING HARDWARE AND SIGNAL HEAD W ( m 12 IISNS 2 2 2 2 0 2 o zj CABLE SHALL BE FURNISHED BY CONTRACTOR. R ® 0 7 1 LUMINAIRES 2 2 2 2 0 2 (yJ o tFURNISH AND INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETALES-7N, DETAIL U', CALTRANS STANDARD PUNS. SIGN TYPE AS NOTED 01 LOOP XX Y O iILA I� AON PLAN. f2 LOOP 7 7 FURNISH AND INSTALL INTERNALLY ILLUMINATED DUAL FACE SIGN. SEEG O Q ® v EQUIPMENT SCHEDULE FOR LEGEND. USE UPPER ARD LOWER CASE f5 LOOP 2 2 LETTERS. TPE 'B' DLC 06 LOOP XX ® INSTALL BOSCH MIC IP DYNAMIC 7000 HD CCTV CAMERA AND H 07 LOOP 7 7 7 YA OCAT6 CABLE TO CABINET (NORTHEAST CORNER). 08 LOP G4 ® c) ® 17 7a 7) (07) W INSTALL 4-SECTION VEHICULAR SIGNAL HEAD. SEE DET • THIS SHEET.TOTAL 0 7 7 15 9 9 071 INSTALL 5-SECTION VEHiCUUR SIGNAL HEAD. S AIL •C' THIS SHEET.POLES QE &© 4 , 2•Xg 1 1INSTALL ENCOM E-LTTE WIRELESS DUAL AND FURNISH CAT6 CABLE TO 02+f5 EVPE 1 1 1 1 ryP •Q•(SOUTHEAST CORNER) SOUTH TO LEU BOULEVARD AS SHOWN ON PLAN.EVPE CABLE 47 EVPE 1 z CONTRACTOR SHALL CONSTRUCT AIMING CURB PER CITY STANDARDS AROUND CONTROLLER CABIN BACK OF SIDEWALK AND CLEAR AREA FOR 08 EVPE 1 1 718U ACCESS TO THE SATIFACTI F THE CITY ENGINEER. SEE DETAIL 'A' THIS TOTAL XX XXXX% XX 1(07 1 11 SHEET�J WIRELESS RADIO (ETHERNET CABLE) XX XX XX XX XX 0I La 'irL' CCN CAMERA (ETHERNET CABLE) XX I XX I XX I XX I XX I XX �QI'a�=�G®yvs? isil�s'Z1\ ��Y,�� A� a ®®®®®®®E 'Iry PRO 0 Nil Fir Iy ♦ ))fits ♦ Z----.��_ , k• �' ,:. , _ o giilia - il•: I Iw�� A0Na Qtl AB ti Amp 8 LOOPS AB �♦ C,AI '�� ' �F rig 14 ♦.Es E E_—E w I �r n— 12'C, 5 DLC UMf 1� UNE� A 2 E 2'C, 2 DLC 5 C 5 6 1 10 3'C, 2 SERVICE) GENERAL MAST ARM MOUNTED SIGNS® O 4R61-15(CA) 6 B 7 1/g(GTrD�iND) GENERAL NOTES CONTINUED: _ E 8J7L BL 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR DARDS E E 2'C, 2 DUC B. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3-INCH CONDUIT LED TO THE R73-2(CA) R61 -7(CA) r R81-15(CA) t-- ADJACENT NO. 6 PULL BOX. ONLY ONLY ONLY g 7 --L ELECTRICAL 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE L" D INSTALLATION OF POLES (A & � POLE QF POLE © Qp0FES5Ap4, I I EASEMENT LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, P G REMOVAL AND TRAFFIC C Y 4� I—____J SIGNING (EXCEPT STREET NAME SIGNS AS SHOWN ON TH MANS. �'���N E/ Y. 9o. THE TRAFFIC SIGNAL CONTRACTOR SHALL 0 THE APPROVAL OF THE DECLARATION OF RESPONSIBLE CHARGE �� '� gj (08) TRAFFIC ENGINEERING DIVISION OF THE LOCATIONS PRIOR TO CUTTING 0.5' 2.5.2.5: 4' 2.5' 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS a _ �� AND THE STRIPING, PAVEMENT MARKI PARKING REMOVAL AND SIGN ' R'-' 05 PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER s �0, LOCATIONS PRIOR TO PAINTING STAIJ.ATION. P1 11 a II I -1 1 118- RETNNING THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF sq, CIVA� p2� 9b. THE TRAFFIC SIGNAL CONT R SHALL INSTALL PARKING REMOVAL WITH II ' M I 1 11CURB THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN Ear r&UN' AGENCY APPROVAL SO ADVANCE NOTICE TO ADJACENT PROPERTY IS CONSISTENT WITH CURRENT STANDARDS. 20 0 20 30 40 50 OWNERS CAN BE THE TRAFFIC ENGINEERING DIVISION. 3T- 25' 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND + SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 9c. THE TRAFFIC L CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF N N S' REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF LINSCOTT, LAW & GREENSPAN, ENGINEERS ALL CON G STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. DETAIL A WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 4542 Ruffner Street, Suite 100 10. FLASHING SIG OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SCALE: 1'=10' Son Diego, Co 92111 SHALL BE BUNK DURING FLASHING OPERATION. ENGINEER OF WORK 0 DETECTOR POSTED POSTED ASSIGNMENT SCHEDULE INPUT ASSEMBLY 1 SIU 9I(1 24 CH) UT ASSEMBLY 2 SIU .J" 1-24 CH) Wa ASSEMBLY 3 SUK11M(1-24FlCH) INPUT ASSEMBLY 3 SIILE U XI2 (1-24FlCH) DET 9 SLOT FIT CH DET 0 s M CH DET . SLOT FR CH pEr 4 SLOT FR CN 1C IIU 1 1 J1U 1 - IN 1 1 26 BC KBA 1 25 1 I1L 1 2 9 5 AL 2 - M Kis 1 2 27 8 K8B 1 2 1 2 12U 2 3 6 Ja 2 3 - M Kic 2 3 25 8C M 2 3 2 12L 2 4 5 Ja. 2 - M K10 2 4 29 8 KBD 2 4 3 2C OU 3 5 19 BE JIM 3 5 10 TD QA 3 5 - M K9A 3 5 4 2C 1& 3 6 20 BC J& 3 8 ] K2B 3 B - M KBB 3 8 5 2 MI 4 7 21 6 J4U 4 1 7C I(2C 4 - M KBC 4 ] 6 2 14L 4 8 22 6 J4L 4 8 13 I(20 4 8 - M K9D 4 8 7 2 ISU 23 6 JSU 5 9 H K3A 5 9 - M K1QA 5 9 - M IA 5 10 - M J5L 5 10 15 7C 5 10 - M X10B 5 1D - M 16U 6 11 - M IOU 6 11 15 7 6 11 - M K10C B 11 - M IBM 6 12 - M IBM 6 12 - M KW 8 12 - M K1 - MT 17U 7 1 - M OU 7 13 - M KM if 10' MIN. 4 la' MODIRED MIN. CROSSWALK ITM 'E' OEIELTORS �' �_ 1 j A t L 10• B�� I FILE OF OU DErtC nRs - NT OL ] 14 - M IJL 7 14 - M K48 J 14 - NT OU 8 15 - M IOU B 15 - M K4 8 - NT WL 8 16 - M JBL B - - M K40 16 - - NT IRL 9 17 - M 9 1] - M K5A 9 17 - M 9 18 - M AL AL B 18 - M KSB 9 18 - M ". I10U 10 19 - M J10U 10 19 - M K5C 10 19 M 110E 10 20 - M J12L 10 20 - M KM 21 PM 2 113U 11 21 PRE1 1#B J121 11 21 - M KM 11 PP82 6 113U 11 22 2e5 J12U 11 2 - M K6B 11 PPB3 7 112E 12 23 ME2 PRE3 ] J13U 12 23 - M KBC 12 23 PPB4 8 113E 12 4 PRE4 B J13L 12 { - M K6D 12 4 SPEED: COAST HIGHWAY 101 (NORTHBOUND) = 35 MPH SPEED: COAST HIGHWAY 101 (SOUTHBOUND) = 35 MPH 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING (858)300-WOO (858)300-8810 (FX) DESIGN SPEED: COAST HIGHWAY 101 NORTHBOUND = 40 MPH DETECTOR LOOP AND AND STRIPING CONTRACTOR. a a2 2/22/19 DESIGN SPEED: COAST HIGHWAY 101 SOUTHBOUND = 40 MPH POLE LOCATION DETAIL LLG 3-176501.1 TS1-6501.M 12. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE KALYAN C. YEU.APjfj R.GE. 75023 OATE I. 13m rle6 W. HQL I Darn W. M I Mmk46 By: JPK DESIGN SPEED: LA COSTA AVENUE = 40 MPH NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILTNWL ^Uvb ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. N -I DESCRIPTION: PT N0 22 STA 0SO-0P2 FBI! ROS 17271 PLANS PREPARED UNDER SUPERVISION OF RE OMED: APPROVED: TRAFFIC SIGNAL MODIFICATION PLAN FOR: LOCATION: FD. 2" IRON PIPE AND DISK PATH. NORTH SIDF OF LA COSTA AVE. IN AC AT DATE: P- (� L- _ COAST HIGHWAY 101 6169-1 VULCAN AVENUE 13' OFF SHOULDER ENGINEER'S NAME DATE :3. R.C.E. NO.: 75023 `/� WIDENING RECORD FROM: SAN DIEGO COUNTY � ` • ( 1 YL p APN: 216-041-26 ELEVATION: 62.949 (NAVD 88) DATUM: MLL REVIEWER INSPECTOR SENIOR ENGINEER KAL AN C. YE U EXp: 12 31'IQ DATE DATE 3/'/ �(/ PLANNING CASE NO: TPM-89-014 SHEET 1A OF 20 O EQUIPMENT SCHEDULE STANDARD LUMINAIRE LED PLACEMENT SIGNAL MOUNTING PED PUSH BUTTON REMARKS No. *TYPE EIGHT SG. MA LUM. MA A B VIER MA *PED PHASE POLE QUAD. O 29-5-100 "eN1-MASO 55' 15' 130W 5' 4' SV-1-T SP-1-T 08P N NEW EQUIPMENT a®a •U Costa Ave' 1- © 1-A 10' - - - 11' 3' TV-1-TO - SP-1-T 02P E NEW EQUIPMENT © 24-4-100 30' we 1 13OW 5' V SV-1-T 1-MASH SP-1-T 02P E NEW EQUIPMENT EOE5]Ej 'Coast Hwy 101' O 1-A 10' - - 10.5' 3' TV-1-To - SP-1-T 07P S NEW EQUIPMENT O 29-5-100 301 50' 15' 13OW 8.5' SV-2-TB■ 1- & 2-MAS SP-2-T 06P 07P W S NEW EQUIPMENT ❑3 ❑4 ❑5 ©© 'La Costa Ave' O 24-4-100 30' we is, 13OW 10' SV-1-T 1-NASA SP-1-T OBP W NEW EQUIPMENT ❑3 ❑4 ❑5 ❑7 ❑9 'Coast Hwy 101' © 1-A 10' - - - 10' 3' N- * - SP-1-T 08P N NEW EQUIPMENT ❑8 •= RED ARROW, YELLOW ARROW, GREEN ARROW •m 4-5ECIIUTN VLHK:ULAK SIUNIL 5LL ULIAIL -C IHIJ bME I. �UNIKACIUK b1 Y I MUM I'UM ■ = 5-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL 'C' THIS SHEET. LOCATIONS PRIOR TO ORDERING POLES. * = PEDESTRIAN HEADS SHALL BE COUNTDOWN TYPE AND PUSH BUTTONS SHALL BE POLARA TOR APS. ALL POLES AND SIGNAL EQUIPMENT SHALL LEGEND BE ENCINITAS DECORATIVE STANDARDS. m PEDESTRIAN HFAD �-r TURN CONTROL SIGN EMOVE AND SALVAGE +• VEHICULAR TRAFFIC pMENT __4 EMERGENCY VEHICLE DETECTOR SIGNAL HD co PROPOSED PULL BOX ® ABANDON PROPOSED CCTV SURVEILLANCE CAMERA CC CONNECT NEW AND EXISTING CONDUIT. PROPOSED WIRELESS RADIO AND INSTALL CONDUCCTORS AS SOWN. PROPOSED INTERNALLY ILLUMINATED FA FOUNDATION TO BE ABANDONED, BREAK STREET NAME SIGN DOWN FOUNDATION 3' BELOW GRADE RC EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY NOT USED NOT USED o—b 01 02 03 04 �► b b 05'4 j6h 06 07 08 DETAIL "B911121 4-SECTION VEHICULAR SIGNAL HEAD R O Y O G O GA POLES © & D DETAIL "C"❑6 5-SECTION VEHICULAR SIGNAL HEAD R 0 LLI Y O Q G O Q YA ® O GA ® U POLES o & © g TRAFFIC SIGNAL NOTES: OF THE CONTRACTOR RASHING SHNL BE RFD IN ALL Re, 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL EXISTING PH DIAGRAM DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL SEE CAL -TRANS STANDARD PLAN ES-5A AND ES-5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH YPE 8 LEAD IN CABLE. FRONT LOOPS SHALL BE MODIFIED TYPE E AND SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. TYPE 0 BIKE LOOP SHALL HAVE 2 TURNS AND PER CALTRANS STANDARD PLAN ES-5B. 4. ALL PULL BOXES ARE NUMBER 6, AND CONDUIT IS 3 INCH UNLESS NOTED OTHERWISE. 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS LENSES. 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL 12' BE COUNTDOWN TYPE PEDESTRIAN PUSH BUTTONS SHALL BE APS 2-INCH DIAMETER WITH FUMaMG OP PON SH BE RED A MAXIMUM FORCE OF 5 FOOT-POUNDS OF PRESSURE AND A MAXIMUM HEIGHT S IN AEL RED. 3 E• OF 42 INCHES PER AIM REQUIREMENTS. _ PROPOSED PHASE DIAGRAM 12' r; GENERAL NOTES CONTINUED BELOW oo .�S— 0 —1 M (02 G —I� w \MG` G�� 2 LOOPS m E ESE—E 2 OLD I NOT USED NOT USED 1 o--0 01 02 03 04 05 06 07 08 —= D =� D— 0—�•D znou i TYPE'Q' 11' (r2) 4L (213L 2) 4 14•i —(02)1 cn 5 DLC MOUNTED SIGNS14 CONSTRUCTION NOTES (THIS SHEET ONLY) MODIFIED TYPE 'E' uurt TOR Ro6SWALX oErEcroR FOUR TURNS OF WIRES ROUND CORNERS TO REOME WEAR OF Loop WIRE KRJ �1 FURNISH AND INSTALL NEW MODEL 3521 ATC ANODIZED ALUMINUM CABINET WITH TWO INPUT FILES AND FOUNDATION COMPLETE PER CALTRANS STANDARD PLAN ES-3C. AK CABINET SHALL BE , FRON N READY. CABINET SHALL HAVE FRONT AND BACK INTERNAL LED LIGHT, FRON AND REAR DOOR SWITCHES, RACK Y-SPECIFIC LOCKS. MOUNT POWER STRIP, PULLOUT DOCUMENT DRAWER, AND CITY -SPECIFIC AWG SIZE OR CABLE TYPE P H A E ' p��}�. ' OF 11 OF TRAVEL NOTES: 2- �n1 DIAMETER IS 3 ( B.)MIN. FOUR (URNS CABINET SHALL BE EQUIPPED WITH: NEW MODEL 2070 ATC CONTROLLER AND OMNI PROGRAM. NEW EDI 2212 CMUIP CONFLICT MONITOR UNIT WITH AUXILLMIO' DISPLAY. NEW POLARA NAVIGATOR 2-WIRE ASSEMBLY. NEW CISCO IE4000 FIELD ETHERNET SWITCH WITH POWER SUPPLY. N0.14 CABLES C 0 N 3 C 0 OF WIRES NEW OPTIOOM MODEL 764 PHASE SELECTORS WITH CPS AND IR N -.11rA PO07) tr7l M � 7 eN ut NOW Y g BL 7J5L w 17 7) (07) r7 11 4 2..,.XB I(- 10J731' In . 11 D NEW ALPHA FXM1100 BATTERY BACKUP SYSTEM. U D Q FURNISH AND INSTALL TYPE III CF SIGNAL AND LIGHTING SERVICE C U PER SDG&E REQUIREMENTS. PROVIDE 5QA-1P SIGNAL METERED C CIRCUIT BREAKER, 15A-1P I.I.S.N.S. UNMETERED CIRCUIT BREAKER O 12 T AND 240V 3OA-2P UNMETERED LIGHTING CIRCUIT BREAKER. SEE R 0 STANDARD PLAN ES-2E FOR DETAILS. R �3 FURNISH AND INSTALL SINGLE -CHANNEL EMERGENCY VEHICLE PRE-EMPTION TOTAL CABLES - ® \UI' �5 va 8 �7 / \ 10 EQUIPMENT (OPTICOM MODEL GPS RADIO UNIT). MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED BY CONTRACTOR. FURNISH AND INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL ES-7N, DETAIL 'U', CALTRANS STANDARD PLANS. SIGN TYPE AS NOTED ON PUN. FURNISH AND INSTALL INTERNALLY ILLUMINATED DUAL FACE SIGN. SEE EQUIPMENT SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE LETTERS. INSTALL BOSCH MIC IP DYNAMIC 7000 HD CCTV CAMERA AND FU CATS CABLE TO CABINET (NORTHEAST CORNER). INSTALL 4-SECTION VEHICULAR SIGNAL HEAD. SEE DETAI THIS SHEET. INSTALL 5-SECTION VEHICULAR SIGNAL HEAD. SEE L 'C' THIS SHEEP. INSTALL E14COM E-LITE WIRELESS DUAL RADI FURNISH CATS CABLE TO (SOUTHEAST CORNER) SOUTH TO LELEVARD AS SHOWN ON PUN. CONTRACTOR SHALL CONSTRUCT 6' ING CURB PER CITY STANDARDS AROUND CONTROLLER CABINET AT OF SIDEWALK AND CLEAR AREA FOR ACCESS TO THE SATlFACT10N E CITY ENGINEER. SEE DETAIL -A• THIS SHEET. 12 IISNS ES LUMINAIReeeeee TYPE 'B' DLC 01 LOOP 02 LOOP f5 �p 06 LOOP 07 LOOP 08 LOOP TOTAL EVPE CABLE 01+08 EVPE 02+r5 EVPE 07 EVPE 08 EVPE TOTAL e.ee.^ ...e' CONDUIT SIZE AND RUN 3' 1 4' 1 4' 2-3 3' - [a.5c•<alrTacLt �1 7 'rlaa:rla�+laEa�faf>iMf■VVVI ;DPI ram: L `�'© . • mm®®mmml Liz 11 r..f.`..yy n �{J!y • ��� ��L���_L—tea ' • , 0Willi �.IT'. ♦ TI �u r •' 0 1 tr�I1 U✓ TIED - . lea © " ��� ' 0 • p_L yN'k'�TTd -:- .�•-I-I�- ��_: •� o fit) �qM911111111it 10 L 11y� T35400TREN I Is Whir%/,ni� ��������Iloo��t��ui�llollls®®Loo�i•omlls� ■ _ ��s>_arStFr�zet•��s>•ss>•tl•�!*ri�� 90�Imi 4 2C 13L 3 20 BC aL 3 fi 11 7 K2e 3 s GENERAL NOTES CONTINUED: SRC F m- R _ (f8 (0B 2'C, 2 DLC 5 z 14U 4 ] z, a Jw 4 ] ,z ]c Kzc a ] - 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. E E e 2 IK 4 a a JAIL 4 e ,3 ] KZD a e R73-2(CA) R61-7(CA) R61-15(CA) --?R/W ] z u 5 B a Jsu 9 ,4 ] K3A 5 Be. ALL RAFFl SIGNAL PO PULL OX OUNDATIONS SHALL HAVE A 3-INCH CONDUIT INSFALLED TO THEADJACENT 140. ONLY ONLY ONLY __L __ - FFUT Tau a 11 - Iw a 11 is 7 � a 10 11 - ELECTRICAL - Fur la a 12 - IBL a 12 - Fur "D 6 1 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE LAYOUT AND INSTALLATION 0 POLES O & QE POLE QF POLE © Q•aGFE3ya�Y I EASEMENT ,1� _ FUT RV ] 13 _ M 7 13 _ Fur KM 7 13 LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND C e'er J•L e L_---__j 'Uq•�h' - Fur RL 7 14 - rvr ] 14 - Fur K4B v ,4 SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. E' 2F' SY 40 8J7U 8J6U - Fur IBU a i5 _ FUr I5U 15 _ FUT K4C 8 t IW DECLARATION OF RESPONSIBLE CHARGE � _ (�) (�) - n BL a e FU RL e D K4D e e aRos J• - FlR NU 9 17 - J9U 9 17 - M K5A 9 17 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF s z A a e - Fur 19L 9 18 - FUT J9L 9 - PUT K58 9 18 }— TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR NG os' 2.5'z.s'• 4' 2.5' 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ♦'y * 2 ADS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER s =. U - Fur nau ,0 1s - Fur JIOU 1D - Fur K5c ,o 19 AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL SIGN PRO SO II IME�9 I II ry C IV + - Fur OOL 10 20 - Nr JIOL 10 20 - Fur KW ,O zo LOCATIONS PRIOR TO PAINTING AND INSTALLATION. cOpiROLIER i IICURB MXING THE DESIGN SF THE PROJECT AS CODE, IN THAT TN 6703 OF ✓f OF cµlf� PPBI z U2u 11 21 PREI 1&6 J12L t1 zt Fur K&A „ 1 1 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL P REMOVAL WITH �� it IS CONSISTENT WITH CURRENT STANDARDS. 20 0 20 30 40 50 PPB2 K3U t, z2 PREz z&5 Jtzu t, zz - FLrt Kee 11 2z r PP83 ] 112E 12 23 PRE3 ] J13U 12 23 K68 12 23 F.. AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ENT PROPERTY PPB4 B K 1 Z4 PKE4 a JIM ,z 24 - K6D t 24 OWNERS CAN BE MADE BY THE TRAFFIC ENGI G DIVISION. 3T- 2.5 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 1D + SPECIFICATIONS BY THE CRY OF ENCINITAS ME, IS CONFINED TO A 9c. THE TRAFFIC SIGNAL CONTRACTOR IS R ABLE FOR THE REMOVAL OF Y „ •5• REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF LINSCOTT, LAW & GREENSPAN, ENGINEERS ALL CONFUCTING STRIPING AND PA MARKINGS BY SANDBLASTING. DETAIL A WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 4542 Ruffner Street, Suite 100 POSTED SPEED: COAST HIGHWAY 101 (NORTHBOUND) = MPH 10. FLASHING SIGNAL OPERATION SHALL BE N ALL PHASES. PEDESTRIAN SIGNALS SCALE: 1'=10• ENGINEER OF WORK San Diego, Ca 92111 POSTED SPEED: COAST HIGHWAY 101 (SOUTHBOUND) = 35 IO' MIN. YIN. POE r�fIE�D DE,EcroRs � L_ A L 9� EAN I FACECOF cues SHALL BE BLANK DURING FLASHING ON. 11. ALL TRAFFIC SIGNAL IMPROVEM HALL BE INSTALLED IN COORDINATION WITH THE SIGNING �/ 0 , -. / AND SITRWING CONTRACTOR. 7,�.''c.-_ IO I} 2al°I 12. ALL SIGNAL AND P HEADS SHALL BE LED TYPE. CFJ.L. SADIARIN R.C.E. 84069 DATE (SW)300-8800 (858)300-8810 (Fx) DESIGN uc 3-nasol.l Ts,-swl.owG z/z2/1s DESIGN DPI Ded : HOL Dro.o By, DV5 Checked . JPK DESIGN SPEED: SPEED: SPEED: COAST HIGHWAY 101 COAST HIGHWAY 101 LA COSTA AVENUE = NORTHBOUND �SOUTHBOUND3 40 MPH = 40 MP DETECTOR LOOP AND = 40 MPH LE LOCATION DETAIL NOT To SCALE ;HANGS NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILTMWL "Lw� ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. 0• I DESCRIPTION: PT NO, 22 STA DSB-12 PER 8051T271 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPRO TRAFFIC SIGNAL MODIFICATION PLAN FOR: LOCATION: FD. 2• IRON PIPE AND DISK IN AC DATE: COAST HIGHWAY 101 9'I PATH. NORTH SIDE OF LA COSTA AVE. AT ENGINEER'S NAME DATE_ WIDENING VULCAN AVENUE 13' OFF SHOULDER R.C.E. NO.: 84069 RECORD FROM: SAN DIEGO COUNTY APN: 216-041-26 ELEVATION: 62.949 (NAVD 88) DATUM: M$ RFMFWFR!1INqPFrTnRI SFNIOR FNGINFFR CHARLENE J.L. SADIARIN EXP.: 9 30 21 DATE DATE �0'l l'I�I PLANNING CASE NO: TPM-89-014 SHEET14A0 0 EQUIPMENT SCHEDULE STAND LUMINARE LED PLACEMENT SIGNAL MOUNTING kPED PUSH BUTTON REMARKS No. *TYPE HEIGHT SIG. MA LUM. MA VEN MA *PED PHASE POLE QUAD. 9"GW- 1-MASS NEW EQUIPMENT O 29-5-100 30' 55' 15' 5' -1-T SP-1-T 08P N 1-MAS "La Costa Ave" 15.5 2.5 NEW EQUIPMENT © 1-A 10' - - - -tv _aP N-1-To - SP-i-T 02P E 9 � NEW EQUIPMENT 12 �3 ®�5 ❑7 © 24-4-100 30' 35' 15' 1-3BW- � -1-T 1-MAS• - 02P E "Coast Hwy 101" Oi-A 10' - - - fOJ1' 3' TV-1-T* - SP-11-17 - _ NEW EQUIPMENT 9-130W- aw i& 18.55 W ❑3 ®❑5 ©® 11 O29-5-100 30' 50' 15' -2-1130 Z —O _ _ _ CostaPA 9i3BW- SW O 24-4-100 30' 35' 15' 3F SV-1 'CoasttHwy 101 NEW EQUIPMENT ©1.5' 1-A 10' - - - 10' 3- TV-2-T* - - 08P N • = RED ARROW, YELLOW ARROW, GREEN ARROW ♦ = 4-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL "B" THIS SHEET. *CONTRACTOR SHALL PDT HOLE POLE ■ = 5-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL "C" THIS SHEET. LOCATIONS PRIOR TO ORDERING POLES. *= PEDESTRIAN HEADS SHALL BE COUNTDOWN TYPE AND PUSH BUTTONS SWILL BE POLARA NAVIGATOR APS. ALL POLES AND SIGNAL EQUIPMENT SHALL LEGEND BE ENCINITAS DECORATIVE STANDARDS. � PROPOSED VIDEO DETECTION CMERA '*r TURN CONTROL SIGN ® REMOVE AND SALVAGE PROPOSED VEHICULAR C EQUIPMENT __4EA EMERGENCY VEHICLE DETECTOR SIGNAL HD 7L7T PROPOSED PULL BOX AI3 ABANDON 0 PROPOSED CCTV SURVEILLANCE CAMERA CC CONNECT NEW AND EXISTING CONDUIT. SIGNS THIS SHEET REMOVE EXISTING CONDUCTORS AND PROPOSED WIRELESS RADIO AND INSTALL CONDUCTORS AS SHOWN. PROPOSED INTERNALLY ILLUMINATED FA FOUNDATION TO BE ABANDONED, BREAK O R9-3 STREET NAME SIGN DOWN FOUNDATION 3' BELOW GRADE M PEDESTRIAN HEAD RC EQUIPMENT OR MATERIAL TO BE POLED REMOVED AND BECOME THE PROPERTY DETAIL "B"❑7 4-SECTION VEHICULAR SIGNAL HEAD moon I LIMIT UI R • DETECT( Y O G O GA POLES © & Q }DETAIL "COI P-SECTION VEHICULAR. SIGNAL HEAD LLI Q R O Q Y 0 G O V) C) YA GA 2"C, POLES QE & © 2 DLC 7 TRAFFIC SIGNAL NOTES: OF THE CONTRACTOR FISHING OPERATION SHALL BE RED H9 R9 ar59IN IM R9 ap59a IN ALL RED. R 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE THE CONTRACTOR SHALL «� 9ff60411RNy EXISTING PHASE DIAGRAM - DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. R49 CA L R49 CA 9 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND -wF AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL SEE CALTRANS STANDARD PLAN ES -SA AND ES-58 FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH YPE B LEAD IN CABLE. FRONT LOOPS SHALL BE MODIFIED TYPE E AND SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. TYPE Q BIKE LOOP SHALL HAVE 2 TURNS AND PER CALTRANS STANDARD PLAN ES-5B. 4. ALL PULL BOXES ARE NUMBER 6, AND CONDUIT IS 3 INCH UNLESS NOTED OTHERWISE. 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS LENSES. 6 PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS PEDESTRIAN SIGNALS SHALL NOT USED NOT USED —► o--0 01 02 03 04 j �► b b F 05 06 07 08 11 R9-3 S 5 BE COUNTDOWN TYPE PEDESTRIAN PUSH BUTTONS SHALL BE APS 2-INCH DIAMETER WITH FISSHNG OPERAICH SHML BE RED _ A MAXIMUM FORCE OF 5 FOOT-POUNDS OF PRESSURE AND A MAXIMUM HEIGHT 5� IN ALL RED. OF 42 INCHES PER ADA REQUIREMENTS. �--S PROPOSED PHASE DIAGRAM 12, GENERAL NOTES CONTINUED BELOW �—S c> TO L11 Split(05 ' Sn'4Q•J' TO M --_) (0 2 (02) 1 ®2 pppp 2'C, 2 DLC M a—mOL_La a 3 w M ! —M 213L 4 NOT USED NOT USED o--0 01 02 03 04 05 06 07 08 2'X6, TYPE "Q" 11' 2 L — 114 IO ewvn , 1I GENERAL NOTES CONTINUED: 10 ND) `� _ ® RR 1v 7. GALVANIZED CIRCULAR ANCHOR SCOVERS HALL BE PROVIDED FORAN�RD�s.' a R61-7(cA) R73-2(CA) R61 -7(CA) NLY (MOD) B. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3-INCH CONDUIT INSTALLED TO THE ADJACENT NO. 6 PULL BOX. ONLY NOUNRN 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE LAYOUT AND INSTALLATION OF POLES & 0 POLE (E) POLE LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING (IXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. DECLARATION OF RESPONSIBLE CHARGE 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING D.5' 2.5'2s'. 4' 2.5; I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS �I—INN—.tGS' AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN PwPcsEa II 1 IMEFOA 1 II PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER LOCATIONS PRIOR TO PAINING AND INSTALLATION. CONTROLIERI703 OF I I 1''TAL 1 1 �16' R EIAINING TTHHE DESIGN SINESSF THE ND P PROJECT AS DEFINED S CODE, AMID SECTION T THE DESIGN 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH II I IS CONSISTENT WITH CURRENT STANDARDS. AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY - zs' UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND OWNERS CAN BE MADE BY TRAFFIC ENGINEERING DMSION. 3 HE CITY OF ENCINITAS IS CONFINED TO A 9c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF " "- u5h RENEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. DETAIL A WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SCALE: 1"=10' SHALL BE BLANK DURING FLASHING OPERATION. ENGINEER OF WORK 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. (:�4 4) I0/li/zom 12. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. CARUENf LL SADIARIN R.C.E. 84069 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT A AM REPUNCEMENT SHEIEIo-17-/i DESCRIPTION: PT Na 22 STA CSB-022 PER RES 17271 AS -BUILT 5-20-21 LOCATION: ED. 2' IRON PIPE AND DISK IN AC � � JOHN P. KEATING 5/6 PATH. NORTH SIDE OF LA COSTA AVE. AT WLCAN AVENUE 13' OFF SHOULDER ENGIN 'AAY DATE RECORD FROM: SAN DIEGO COUNTY 5-20 ELEVATION: 62,949 (NAW 881 DATUM: N CONSTRUCTION NOTES (THIS SHEET ONL)) Q CONDUCTOR SCHEDULE FOUR TURNS W1RE5 �1 FURNISH AND INSTALL NEW MODEL 3521 ATC ANODIZED ALUMINUM CABINET ROUND CORNERS WITH TWO INPUT FILES AND FOUNDATION COMPLETE PER CALTRANS STANDARD ro REDUCE "FAR PLAN ES-3C. ATC CABINET SHALL BE FIBEROPTIC READY. CABINET SHALL HAVE OF LOOP WIRE FRONT AND BACK INTERNAL LED LIGHT, FRON AND REAR DOOR SWITCHES, RACK AWG SIZE OR CABLE TYPE P H A S POLE OR CIRCUIT CONDUIT SIZE AND RUN 3" 4' 4' 2-3' 3' 4" 2 " POWER STRIP,DOCUMENT DRAWER, AND CITY -SPECIFIC LOCKS. E TRAVEL CMOUNT ABINET SMALL BE EQUIPPED NOTES: NEW MODEL 2070 ATC CONTROLLER AND OMNI PROGRAM. pg" 1-LOOP OPMEIER IS 6%. NEW EDI 2212 CMUio CONFLICT MONITOR UNIT WITH AUXILUARY DISPLAY. 2-DEPTH OF CUT IS 3 1/8 MIN. NEW POLARA NAVIGATOR 2-WIRE ASSEMBLY. FOVR TURNS NEW CISCO IE4000 FIELD ETHERNET SWITCH WITH POWER SUPPLY. OF WN2E5 NEW OPTCOM MODEL 764 PHASE SELECTORS WITH GPS AND IR. & WINDING DETAIL NEW ALPHA FXM1100 BATTERY BACKUP SYSTEM. NOT TO SCALE FURNISH AND INSTALL TYPE III CF SIGNAL AND LIGHTING SERVICE PER SDG&E REQUIREMENTS. PROVIDE 50A-1P SIGNAL METERED CIRCUIT BREAKER, 1SA-1P I.I.S.N.S. UNMEIERED CIRCUIT BREAKER I 7J5U AND 24UV 30A-2P UNMETERED LIGHTING CIRCUIT BREAKER. SEE NO.14 CABLES C 0 C N 3 0 D N C U T C 0 12 T R 0 POLE - A POLE - B 1 POLE - C 1 1 POLE - D POLE - F 1 1 POLE - G 1 (07) STANDARD PLAN ES-2E FOR DETAILS. R EIFURNISH AND INSTALL SINGLE -CHANNEL EMERGENCY VEHICLE PRE-EMPTION TOTAL CABLES - 3 CON / 12 CON 0 0 0 1 0 1 EQUIPMENT (OPTICOM MODEL GPS RADIO UNIT). MOUNTING HARDWARE AND rM CABLE SHALL BE FURNISHED BY CONTRACTOR. m �4 FURNISH AND INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL 12 IISNS 2 2 2 2 0 2 10 LUMINAIRES 2 2 2 2 0 2L 01 LOOP 1 ES-7N, DETAIL Rl", CALTRANS STANDARD PLANS. SIGN TYPE AS NOTED M o f ON PLAN. FURNISH INSTALL INTERNALLY ILLUMINATED DUAL FACE SIGN. SEE '^ \'u—^ EQUIPMENTT SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE 02 LOOP 7 1 7 e5 Loop 2 2 OB -1.00P 7 LETTERS. TYPE "B" DLC 8 INSTALL BOSCH MIC IP DYNAMIC 7000 HD CCTV CAMERA AND FURNISH 07 LOOP 4 4 4 13CAT6 CABLE TO CABINET (NORTHEAST CORNER). 0I �7 INSTALL 4-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "B" THIS SHEET. 7J5L 08 LOOP TOTAL 0 4 4 12 9 9 (07) ©INSTALL 5-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "C" THIS SHEET. 01+06 EVPE 1 �9 INSTALL ENCOM E-LIFE WIRELESS DUAL RADIO AND FURNISH CAT6 CABLE TO 10'-31 0 (SOUTHEAST CORNER) SOUTH TO LEUCADIA BOULEVARD AS SHOWN ON PLAN. 10 CONTRACTOR SHALL CONSTRUCT 6" RETAINING CURB PER CITY STANDARDS AROUND CONTROLLER CABINET AT BACK OF SIDEWALK AND CLEAR AREA FOR EVPE CABLE 02+05 EVPE 1 1 1 1 07 EVPE 1 08 EVPE 1 1 TOTAL 1 1 2 2 0 1 2 ACCESS TO THE SATlFACT10N OF THE CITY ENGINEER. SEE DETAIL "A" THIS 12 SHEET. *Y2 4 11 INSTALL POLE MOUNTED R9-3 SIGN PER CALTRANS STANDARD WIRELESS RADIO (ETHERNET CABLE) 1 1 1 1 O 0 CCN CAMERA (ETHERNET CABLE) 1 1 R 1-7 CONDUIT FILL x 14 10 W 12 FURNISH AND INSTALL ITERIS CAMERA SYS1D/. TOTAL CONDUCTORS 9 13 ENEWN - R PEDESTRIAN PUSH UTfONS PER Ana REQUIREME VI NEW NEW RC /��� LIMIT LINEN N 1171 r1 1 2010f NG 05 i sivAwlearnim 1 J ©m _ y�17J4"�'� ILL7 Md • 'T:T(; � )AID rr SERVICE POINT FA maim © I �.fIMik 0 mi E3�IIIILI�111®00lllll[�IIIIE�IIIlIIr1o111111171C T©TST®TOT©TOT©T®TO©LLLTTe Je O I' • -: r1 OT©T®T©T©IDIOT®T©T©LLLe � ••r �� �+ ©©®©TOT®Tv®T©Tom ©©TILT®IIIII©O0�®IIIII©IIIIII� Illm - om®©0100©1©0� HIIII�TTTTT©T®TTTT©OmOT®IIIIII©TOILLe \ Ills©0o00®000� `LMI jSCRUNO) /q1 AL��� � uN 5 AJ2U �- (O8+ s 3PS 4 (06 RC J3u AS 6(s6) RC I � L- 23D, TO 1 I a -r_ SCHEDULE INPUT ASSEMBLY 3 INPUT ASSEMBLY 3 17L 7 14 - PUT OL 7 14 - FIRI K4B 1 7 1 14 ID' MIN. 4 BI7U BJBD - PUT 1&1 8 15 - PUT IBA 8 15 - FLI N4C B 5 1O' MODIFIED POLE FLIT IBL 8 18 FLIT JBL 8 18 FUi N40 B 18 OROSSWIL( 1YPE -E- ). FLIT IBA 9 17 FLIT is 9 17 FUi KSA 8 17 DEFECTORS 'I�'I !�Q FLIT 19L 9 18 FUT J9L 9 18 FVr K58 9 18 I FUT [IOU 10 19 FUT J10U 10 19 Fllr KM I 19 �I A I• - Fur 110L 10 20 - Fur J10L 10 20 - Fur MD 1U 20 y PP81 2 112U PPB2 8 113U 11 T1 11 22 PRE1 1&8 PRIM 2&11 J12L J12U 11 21 - iur 11 22 - FUr KW KBB 11 11 21 22 % 20 0 20 30 40 50 PPM 7 112L 12 23 PRO 7 J13U 12 23 - FUr KBC 12 23TV _L r ! A PP84 8 113L 12 24 PRE4 8 J13L 12 24 - FUr KBD 12 24 L LINSCOTT, LAW & GREENSPAN, ENGINEERS 10, 9 BCR 4542 Ruffner Street, Suite 100 POSTED SPEED: COAST HIGHWAY 101 (NORTHBOUND) 35 MPH FACE aF CUM San Diego, Ca 92111 POSTED SPEED: COAST HIGHWAY 101 (SOUTHBOUND) 35 MPH DETECTORS (as8)WO-6500 (858)300-a81D (FX) DESIGN SPEED: COAST HIGHWAY 101 (NORTHBOUND) 40 MPH DETECTOR LOOP AND D1., 1Ts,-aw1_a1.Owc 8/I/19 DESIGN SPEED: COAST HIGHWAY 101 (SOUTHBOUND) 40 MPH POLE LOCATION DETAIL HOL I Dmwn By. DVS Checked By: JPK DESIGN SPEED: LA COSTA AVENUE = 40 MPH NOT TO SCALE QR�N BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. DARED UNDER SUPERVISION OF RECOMMENDED: APPR TRAFFIC SIGNAL MODIFICATION PLAN FOR: DATE: COAST HIGHWAY 101 6169-1 R.C.E. NO.: 85069 WIDENING CHAR NE J.L SADIARIN g 3p 21 APN: 216-041-26 EXP.: �� DATE DATE �Q�(%"�� PLANNING CASE N0: TPM-89-014 SHEET14BOF2 AS -BUILT KEY NOTES O LIMIT OF WORK O CONTINUE IRRIGATION MAINLINE. SEE PRIVATE IMPROVEMENT PLANS. IRRIGATION WATER METER, IRRIGATION REDUCED BACKFLOW PREVENTER, MASTER VALVE, FLOW SENSOR & RAIN SENSOR ARE INSTALLED ON PRIVATE PROPERTY. CO SEE STATE PARKING IRRIGATION PLANS FOR WORK OUTSIDE PUBLIC RIGHT OF WAY OD ALL IRRIGATION LINES & EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. INSTALL LINES, EQUIPMENTS & VALVE MANIFOLDS IN PLANTING AREAS. OE INSTALL SLEEVE FOR IRRIGATION UNDER WALLS AND HARDSCAPE (TYP.) COORDINATE WITH OTHER DISCIPLINES FOR SCHEDULING OF SLEEVE INSTALLATION O SEE PRIVATE SET IRRIGATION PLANS FOR WORK OUTSIDE PUBLIC RIGHT-OF-WAY. MAWA AND ETWU CALCULATIONS AND HYDROZONE MAP FOR ENTIRE IRRIGATION SYSTEM ARE PROVIDED ON THE PRIVATE IMPROVEMENT PLANS. GO PROVIDE & INSTALL NEW IRRIGATION FOR DISTURBED PLANTING AREAS - TO MATCH EXISTING. CONNECT NEW LATERALS TO EXISTING VALVE(S). TONE BACK TO EXISTING CONTROLLER, VERIFY OPERATION & SYSTEM PRESSURE. O EXISTING IRRIGATION TO REMAIN. ADJUSTI RELOCATE IRRIGATION HEADS OR ADD NEW HEADS (TO MATCH EXISTING) TO FIT EXISTING PLANTING AREA. REPLACE ANY EQUIPMENT FOUND TO BE DAMAGED. O NON -IRRIGATED SLOPE STREAM ROTATORS A13 TOP OF SLOPE PROP _ ERTY LINE STREAM ROTATORS A14 - - MIDDLE SLOPE 1" 0_�' DRIP A15 v �� TREES 1" 1.60 - - ------------------ DRIP A16 ROW MEDIAN DR 1• A29 --TREES—= - STREAM ROTATORS t• - A30 BIORETENTION STREAM ROTATORS 1. _ F A31 BOTTOM OF SLOPE STREAM ROTATORS t. A32 MIDDLE OF SLOPE 1. __ MAIN LIN _ - - t- CROSSING 7 EDGE OF SIDEW - __ ,___ M / 1u' _ 1•�A• FAC OF URS, R MAIN LINE 1 1 ''�+- — _ to CROSSING I 1 ~ T IRRIGATION VALVE CALLOUT KEY CONTROLLER STATION NUMBER LEADER POINTS TO VALVE STATION HEAD TYPE SYMBOL ROTORS VALVE SIZE I �---T VALVE DISCHARGE (GALLONS PER MINUTE) NOTE: j SEE PRIVATE SET IRRIGATION PLANS FOR HOTEL SITE . MAWA AND ETWU CALCULATIONS AND HYDROZONE MAP A FOR ENTIRE IRRIGATION SYSTEM ARE PROVIDED ON THE I PRIVATE IMPROVEMENT PLANS. Z 1 W W N p C. w Q J w I 4' SLE o I I \_ ` -- — -._ PR9PfRL9 LINE f 0 I I i A6 STREAM ROTATORS ROTATORS A7 , .,,,. „-,,, ,,,,_ I Al lemPeu RnTATnac WON \ -- - A10 STREAM ROTATORS JI rtlAm rtu-007 ,+o MAIN LINE LOCATED 1' BOTTOM OF SLOPE TOP OF SLOPE 1" 5.6 \ NEXTTOSIDEWAU( -- 1. 19. BIO BASIN SIDE kA. 2' ee,_j -__R_�1____ PB PROPERTY LINE 0 N 0 1 SOUTH POD TO INBE STATE BEACH ca a PARKING,LOT \ �.` ©LA _ 9 NERI LANDSCAPE ARCHITECTURE ♦ 928 HORISLENO STREE-f. Su17E 1t3 r� q<A 3)2` SAN DIEGO. CA 92109 rP or cA�,fP'' 858/274-3222 W W W.NEWLA.COM CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK I SCALE BUILT 5-20-21 DESCRIPTION: PT NO 22 STA CLSB-022 PER RDS 17271 LOCATION: FD. 2• IRON PIPE AND DISK IN AC HORIZONTAL:)�(Z PATH, NORTH SIDE OF LA COSTA AVE. AT VULCAN AVENUE 13' OFF SHOULDER VERTICAL N/A RECORD FROM: SAN DIEGO COUNTY ELEVATION: 62.949. DATUM: NAVE) 88 A11 STREAM a- ROTATORSA12 STREAM ROTATORS - - - - 1' 10 BIORETENTION 1r 21 sr COAST HIGHWAY 101 . L U 1: FACE F C.F flC OF CURB 5 ° 3 A510 SLEEVE _-- \ ® Iu tA. t0 C - - ; - --- PROPERTY LINE 18:[al.`fYGT.�:IY:Ta.T.Nligl 4 AS ISTREAM ROTATORS W 1" 13.0 BIORETENTION A2 STREAM ROTATOR; COAST HIGHWAY 101 11 .9 MIDDLEOFSLOPE _ A4 I DRIP TREES 141'-� - - - - A3 DRIP - - - -- A63 1' 11 ROW MEDIAN 2' 2' 2' & BIOSWALE - - 2' 2' r r - 1" 2 = A64 p1 1" i4• (r(;d - Z — D ,A• STREET LIGHT B B V 0_ _ AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LANDSCAPE IRRIGATION PLAN FOR: a^ - 513/2021 DATE: ENCINITAS BEACH HOTEL JAMES P. NERI DATE COAST HIGHWAY 101 6169-� �.Wt•U/"•,• R.L.A. NO.: 3321 STEVEN NOWAK EDWARD J. YAMMER WIDENING 5-20LL JAMES P. NERI EXP.: �0 /J3 �19 DATE DATE PLANNING CASE Na. TPM-89-014 APN:216-041.26 SHEET 15 OF 20 IRRIGATION EQUIPMENT SCHEDULE IRRIGATION STREAM ROTATOR HEAD SCHEDULE I SYMBOL DESCRIPTION MANUFACfURERIMODEL REMARKS DETAIL SEE T DOMESTIC IRRIGATION METER - SEE ONSITE PLANS FOR LOCATION OF WATER METER CIVIL PLANS REMOTE CONTROL VALVE HUNTER: ICV-101GfSAS•AD,1 VALVE SI2E PER PLAN BIL12 ® ISOLATION VALVE DURA.TI-ONW(AT MANIFOLDS, T AND SMALLER) SAME SIZE AS LINE AILI.2 O WICK COUPLER ASSEMBLY QUICK COUPLER RAINBIRD"-RC PROVIDE (2) QUICK COUPLER KEYS, (2) HOSE SWIVELS CIL12 KEY: RAINBIRD 44K SWIVEL: RAINBIRD SH-1 - - - - MAINLINE (PRESSURE) PIPE PACIFIC WESTERN PIPE OR EQUAL SCH 40 FOR LINES 2' AND SMALLER, CLASS 315 FOR PIPES 2.12 AND LARGER E,FI Lit PERMANENT BELOW GRADE COLOR: WHITE , SYMBOL: DASHED LINE TEMPORARY ABOVE -GRADE UL1.3 COLOR W RESISTANT BROWN SYMBOL: CONTINUOUS LINE ______ LATERAL LINE PIPE PACIFIC WESTERN PIPE OR EQUAL SCHEDULE 40 PVC FOR ALL LATERAL LINES (NO 1/20PIPE) UL1.3 TEMPORARY ABOVE -GRADE COLOR: UV RESISTANT BROWN SYMBOL DASHED LINE LATERAL LINE PIPE PACIFIC WESTERN PIPE OR EQUAL SCHEDULE 40 PVC FOR ALL LATERAL LINES (NO 12 PIPE) E,FI L12 PERMANENT BELOW GRADE PVC SLEEVE PACIFIC WESTERN PIPE OR EQUAL SCH 80 UNDER ROADS, SCH 40 UNDER WALKS 2 X DIAMETER OF SLEEVED PIPE: 2' MINIMUM FJ L12 NO CONTROL WIRE (2 WIRE SYSTEM) HUNTER IDIGRY GRAY JACKET 14 AWG STANDARD DECODER CABLE. INSTALL WHERE NEW UL12 SYMBOL MAINLINE IS SHOWN AND CONNECTS TO CONTROLLE. WIRE CONNECTORSSPLICES HUNTER DBRIY-6 REMOTE CONTROL VALVE 8 HUNTER ICZ-101-25.LF VALVE SIZE PER PLAN GI L13 ® REGULATORIFILTER ASSEMBLY VALVE WITH FILTER SYSTEM FOR DRIP, PRESSURE (DRIP SYSTEM ONLY) REGULATED 25 PSI. DRIP CONTROL ZONE KIT. ® AIR VACUUM RELIEF VALVE RAINBIRD: ARV050 INSTALL IN A BOX AT THE HIGHEST POINT OF EACH INDIVIDUAL VALVE ZONE At L13 (12' AR RELIEVE VALVE) p FLUSH VALVE ASSEMBLY DURA:T1.005W INSTALL IN A BOX AT THE FLUSH END OF SYSTEM BIL13 DRIP OPERATION INDICATOR RAINBIRD: OPERIND INSTALL ATTHE FLUSH END OF SYSTEM CI 03 SUBSURFACE DRIPLINE AROUND TREE- RAINBIRD:XFCV-05-12XXX SUBSURFCACE(2' BELOW FINISH GRADE) RAINBIRD XFCV DRIPLINE WITH HEAVY DUTY EI L73 /Ifi11 DOUBLE RING 0.6 .8 EMITTERS: GPH O 12' .C. CHECK VALVE FOR ELEVATION CHANGES. CONTRACTOR TO SPECIFY LENGTH OF TUBING WHEN ORDERING, CONTRACTOR FITTINGS:: RAINBIRD XFD DRIPLINE INSERT FITTINGS TO ASSEMBLE IN FIELD ON -GLADE DRIPLINE AROUND TREE IWITH RAINBIRD: XFCV-WI2X00( RAINBIRD XFCV DRIPLINE WITH HEAVY DUTY CHECK VALVE FOR ELEVATION CHANGES. VLf.3 i* ASTERISK) - DOUBLE RING - TEMPORARY EMITTERS: 0.6 GPH ®12' O.C. CONTRACTOR TO SPECIFY LENGTH OF TUBING WHEN ORDERING, CONTRACTOR ABOVE GRADE (IN COASTAL INLAND FITTINGS: RAINBIRD XF DRIPLINE INSERT FITTINGS TO ASSEMBLE IN FIELD BLUFF SETBACK/ BLUFF FACE L SACRED KNOLL) SUBSURFACE DRIPLINE AND FITTINGS RAINBIRD:XFS48-12)00( SUBSURFACE(Y BELOW FINISH GRADE) INCLUDES COPPER SHIELD TECHNOLOGY WL13 EMITTERS: 0.6 GPH C 12' O.C. FITTINGS: RAINBIRD XF DRIPLINE INSERT FITTINGS CONTRACTOR TO SPECIFY LENGTH OF TUBING WHEN ORDERING, CONTRACTOR TO ASSEMBLE IN FIELD ® PULL BOXES CARSON : PLASTIC VALVE BOX WITH BOLT DOWN Ste: B' DIAL X V DEEP, ENGRAVED WITH ELECTRIC JUNCTION' V L12 OPTION, COLOR GREEN INSTALL AT CHANGES IN DIRECTION AND AT 3W MAX NO PLASTIC VALVE BOX WITH BOLT DOWN OPTION, IICV: 12'Xlr, 12' DEEP, ENGRAVED WITH'IRRIGATK)N CONTROL VALVE' DI Lit SYMBOL VALVE BOXES COLOR GREEN ISO VALVES I QC:10" DIA X 12' DEEP, ENGRAVED WITH IIRRIGAT10N CONTROL VALVE WATER SOURCE 1. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT 40 PSI AT MP ROTATOR HEADS 8 50 PSI AT ROTORS. CONTROLS 1. SEE THE PRIVATE IMPROVEMENT PLANS FOR IRRIGATION CONTROLS. GALLONS PER MINUTE ARC SYM DESCRIPTION MANUFACTURER/ MODEL NUMBER R1AAD. PSI 3604 270` 2100 180' 90' DETAIL 90•-2100 ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER PROS-04-RS40-CV-MP80GSR-90 HUNTER, PROS-I2-PRS40.CV-MPBOOSR-901SHRU9 ()LAWN1 9' 40 - - 0.49 OA2 0.23 JI12 39p• ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-CV HUNTER, PROS-I2-PRS40-CV-MPBOOSR360 LAWNI SHRUB 9• 40 0.78 - - - - JI12 2106-270' @ SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-MPIDDO-210 ((LAWN& HUNTER, PROS-I2-PRS40CV-CV-210 (SHRU ) 14' 40 - 0.57 0.43 - - JI12 9V.2100 ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-MPIDDO-90 (LAWN) HUNTER, PROS-I2-PRS90-CV�.1P7000-BO (SHRU9 IV 40 - - 0.43 0.37 0.19 Jill 380• Qo SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-MP7000-90 LAWN& HUNTER, PROS-I2-PRS4OCV-MPI000-90 SHRU9 Iq� q0 0.75 - - - - J/12 3600 ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS4OCV-MP2D00-360 (LAWN&) HUNTER, PROS-I2-PRS40CV-CV-380lSHRU9 19-2W 40 1.47 - - - - J/72 210•-270' ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-MP2000-210 (LAWN) HUNTER, PROS-I2-PRS40CV-CV-210 (SHRU9 19-W 40 - 1.10 0.86 - - JI12 9p•-21p• ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTERPROOS 4,2 PRS 0-CP220000-990D SHRUj 19-20' 40 - - 0.88 0.74 0.40 J/12 360• ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04PRS40CV-CV-380 MWNI) HUNTER, PROS-I2-PR340CV-MP30003801SHRU9 30' 40 3.84 - - - - J I12 210°-2700 ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-MP3000-210 (LAWN&) HUNTER, PROS-I2-PRS40CV-CV-210 (SHRU9 N 40 - 2.73 2.12 - - J / 12 9V-210• ® SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-MP3000-90 LAWN1 HUNTER PRCS12-PRS4OCV-MP3D00-CVSHRU9 39 q0 - - 2.12 1.82 0.86 J112 ARC SYM DESCRIPTION MANUFACTURER/ MODEL NUMBER PSI 1050 90 45° DETAIL 65•-f05' © SHORT DISTANCE POP-UP STREAM ROTOR HUNTER.PROS-l2-PPRRS40-CVadPPCC00R�HER SHR�LIJ f4' 40 OAS 0.39 0.19 JIi2 ARC SYM DESCRIPTION MANUFACTURER/ MODEL NUMBER WKL PSI GPM DETAIL - © SHORT DISTANCE POP-UP STREAM ROTOR ( HUNTER PROS-04--CV-CV-MPLC0�S515( (LAWN)) `fk15' 40 0.22 LEFT CORNER STRIP Jill - Qs SHORT DISTANCE POP-UP STREAM ROTOR HUNTER PROS-1�RS40.CCV-MPSS5530 (SHRUB) 5k30' 40 0.44 SIDE STRIP JI72 - O SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40CV-MPRCS515 HUNTER, PROS-I2-PRS40CV-CV LAWNI SHRU9 5k15' 40 0.22 RIGHT CORNER STRIP J/12 Q DOUBLE RING ON HEAD SYMBOL INDICATES PRS30 BODY IS REQUIRED FOR REDUCED RADIUS UNDER 10' GENERAL NOTES 1. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS, AS DIRECTED, IN ACCORDANCE WITH CURRENT LOCAL PLUMBING CODES AS OF THE APPROVED DATE OF THESE PLANS. 2. THE CONTRACTOR SHALL MAKE SURE ALL LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE 100%IRRIGATION COVERAGE. 3. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL INSTALL EQUIPMENT IN PLANTING AREAS UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES, STRUCTURES, AND EXISTING IRRIGATION EQUIPMENT IN WORK AREA PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR REQUIRED RE -LOCATIONS PRIOR TO START OF CONSTRUCTION. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT SHOULD THE LOCATIONS BE FOUND DIFFERENT, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS. 5. THE CONTRACTOR SHALL INSTALL MANIFOLDS (QUICK COUPLERSI HOSE BIBS AND REMOTE CONTROL VALVES) ADJACENT TO WALKS AND CURBS (12' MAX. FROM SUCH EDGES) IN PLANTING AREAS. IN NO CASE SHALL VALVES BE LOCATED IN PAVED AREAS, UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. G�d4�411q:7:1 Mq:bI;UL`69:1:1#!FYF9YIXgaAX-'b91aU[N_11��I�11:I�:L'lIF9P 7. ALL IRRIGATION LINES PASSING UNDER PAVING, THROUGH WALLS, STRUCTURES, ETC. SHALL BE SLEEVED AS SPECIFIED. SLEEVES SHALL BE 2 TIMES THE DIAMETER OF PIPE TO BE SLEEVED, MINIMUM. B. CONTROL WIRES PASSING UNDER ROADS, THROUGH WALLS, STRUCTURES, ETC. SHALL BE INSTALLED AS SPECIFIED IN CONDUIT SLEEVES AT LEAST 2 TIMES THE DIAMETER OF WIRE BUNDLE (2" SIZE MINIMUM). KEEP CONDUIT SEPARATE FROM WATER LINE SLEEVES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY SIMULTANEOUS AND ESSENTIAL WORK BY OTHERS ON THE SITE. CONTRACTORS SHALL COORDINATE THEIR OPERATIONS AND SHALL COOPERATE TO MINIMIZE INTERFERENCE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING AND DIMENSIONING FROM FIXED OBJECTS, THE EXACT LOCATION OF REMOTE CONTROL WIRING ROUTE, MAINLINE ROUTE, VALVES AND ALL OTHER MAJOR IRRIGATION EQUIPMENT ON THE °ASBUILT- DRAWINGS. SEE ALSO SPECIFICATIONS. �W[)W4PE LA -'`per_ ° NERI LANDSCAPE ARCHITECTURE 4 "" u'°^' i 928 HORNSL STRFf. SURE # 3 r� q<4 3IT SAN DIECO. CA 92109 ? or CA0 858.274-3222 Ll A W .NEIVLA.coM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS43UILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS BUILT 5 5-20-21 1 DESCRIPTION: PT NO 22 STA CLSB-022 PER WS 17271 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LANDSCAPE IRRIGATION EQUIPMENT SCHEDULE do NOTES FOR: LOCATION: FD. 2' IRON PIPE AND DISK IN AC HORIZONTAL: U(A �JN"U I"'0V513/2021 DATE: ENCINITAS BEACH HOTEL PATH, NORTH SIDE OF LA COSTA AVE. AT 6169-I VULCAN VENUE 13' OFF SHOULDER R.L.A. NO.: 3321 STEVEN NOWAK EDWARD J. YAMMER VERTICAL IA JAMES P. NERI DATE COAST HIGHWAY 101 A RECORD FROM: SAN DIEGO COUNTY5-zo-z1 WIDENING ELEVATION: 62.949 DATUM: NAW 88 JAMBS P. NERI pIP: �19 PATE DATE PLANNING CASE Na. TPM-89-014 APN:218441-M SHEET 10 OF 20 r N ti r N n N N M ml O N N m am �Uv i 0 RAW 4 to U N N ON d awn U_IN O z oD ZOm x WNZmn zmw 1. GATE VALVE OR BALL VALVE 7. PVC SCH 80 FEMALE ADAPTER 2. VALVE BOX W/EXTENSIONS AS NEEDED (DEEP SOCKET) 3. BRASS UNION W/ BRASS NIPPLE 8. PVC PRESSURE MAIN (TYP) 4. BRICK OR BLOCK SUPPORTS 9. PVC SCH 80 45 DEGREE ELLS (TYP) 5. PEA GRAVEL SUMP T DEEP 10. AT FINISH GRADE IN TURF, 1' IN SHRUBS 6. PVC SCH 80 NIPPLE (T.O.E.) 11. UNDISTURBED/COMPACTED SUBGRADE NOTES: A VALVES UP TO 3' DIA. SHALL RAVE MALLEABLE IRON TEE HANDLES. VALVES LARGER THAN 3' DIA SHALL HAVE SQUARE OPERATING NUTS. B. (4) 45 DEGREE PVC ELBOW FITTINGS SHALL BE USED TO RAISE BALL/GATE VALVE TO WITHIN 124 OF FINISH GRADE. C. RW WARNING TAG IF APPLICABLE. MANIFOLD ISOLATION VALVE /1 SECTION NOT TO SCALE 1. PVC NON -PRESSURE PIPE 2. PVC PRESSURE PIPE 3. CONTROL WIRE BUNDLE 4. APPROVED BACKFILL 5. UNDISTURBED SOIL 6. IMPROVED BACKFILL WHERE REQUIRED 7. MINIMUM DISTANCE FROM HARDSCAPE S. POLYETHYLENE TUBING 9. FLOW SENSOR CABLE IN CONDUIT (WHERE OCCURS) 10. RW WARNING TAPE (WHEN APPLICABLE) A TRENCH BOTTOM TO BE FIRM, STABLE AND SMOOTH TO SUPPORT PIPE EVENLY. SUITABLE BEDDING BACKFILL MAY BE NEEDED TO PROVIDE THIS REQUIREMENT. B. THERE SHALL BE NO STONES OR OTHER HARD OBJECTS LARGER THAN 1/2' DIA C. PIPE AND WIRE TO BE INSTALLED IN SLEEVES UNDER ALL PAVING AND EXTEND 12' PAST EDGE OF PAVING. SLEEVES TO BE: 30' TO 36' COVER UNDER ROADS AND DRIVES IT TO 24' COVER UNDER WALKS TRENCHING 1. REMOTE OR MASTER CONTOL VALVE T. PVC PRESSURE PIPE 2. WATERPROOF WIRE SPLICE 8. PVC NON -PRESSURE PIPE FOR RCV, 3. VALVE BOX PVC PRESSURE PIPE FOR MCV 4. CONTROL WIRES; BUNDLE AND TAPE (W/4 9. BRICK OR CONCRETE SUPPORTS FEET MIN. EXTRA WIRE) 10. PEA GRAVEL SUMP, 3' DEEP MIN 5. PVC SCH 80 NIPPLE (TOE) LAR. 11. UNDISTURBED/ COMPACTED 6. PVC SCH 40 45A ELL (TYP 4X) SUBGRADE 12. FLUSH IN TURF, 1' IN GROUNDCOVER NOTES: A. VALVE BOX LID SHALL BE BRANDED TO IDENTIFY VALVE. B. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION I.D. (OAE) TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER. INCLUDE RW WARNING IF APPLICABLE. (�m1 REMOTE CONTROL VALVE \ 0 / NOT TO SCALE 1. REMOVE AND REPLACE 3' ASPHALT 2.90%CLEAN BACKFILL AS REQUIRED (REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS) 3. SOIL SEPARATOR 4. CLEAN PLASTER SAND 5. PRESSURE MAIN LINE W/SLEEVE 6. LOW VOLTAGE CONTROL WIRES, SLEEVE SIZE AS REQUIRED 7. LATERAL LINE WITH SLEEVE Nv Ixa: A ALL SLEEVES UNDER WALKWAYS TO BE PVC SCH 40 PIPE, ALL SLEEVES UNDER ROADS TO BE PVC SCH 80 PIPE. B. ALL SLEEVES TO BE SIZED TWICE THE DIA OF THE PIPE (2' MIN.). C. ALL SLEEVES TO RUN A MIN. OF 12' BEYOND HARDSCAPE EDGES. TRENCHING UNDER PAVING f SECTION NOTf69dQ@CAVE NOTE: A. QUICK COUPLER VALVES SHALL BE 0 A TYPE APPROVED FOR RECYCLED WATER USE. 1. QUICK COUPLING VALVE WITH ACME THREAD KEY 2. QUICK COUPLING KEY W/ SWIVEL HOSE ELL 3. RED BRASS NIPPLE (LENGTH AS REQ'D) 4. 2' FROM LID BOTTOM 5. CONCRETE CURB OR EDGE (WHERE OCCURS) 6. THREADED RED BRASS ELL 7. 1 CU. FT. CONCRETE FOOTING ON COMPACTED SUBGRADE VALVE 8. PVC PRESSURE PIPE 9. PVC SCH 40 COUPLING (SKT) 10. UNDISTURBED COMPACTED SUBGRADE 11. THREADED BRASS COUPLING 12. 10' VALVE BOX W/ LID SET FLUSH WITH PAVING SURFACE 13. 1 CU FT PEA GRAVEL SUMP 14. PAVINGIPLANTING SURFACE 15. BRICK/CONCRETE SUPPORTS (ONE ON EACH CORNER/SIDE) NOTES: 1. ALL PRESSURE PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS UNLESS OTHERWISE NOTED OR DETAILED. 2. THE PORTLAND CEMENT USED FOR CONCRETE THRUST BLOCKS SHALL BE 42O C-2000 CEMENT. 3. FOLLOW DIRECTION INDICATED BY ARROW. 4. ALL CHANGES IN DIRECTION OF PIPE SHALL HAVE CONCRETE THRUST BLOCK. %+1 THRUST BLOCKS FOR PRESSURE PIPING V PLAN NOT TO SCALE 1. JUMBO RECTANGULAR VALVE BOX 20'X140, T PVC SCH 80 TEESSS OR ELSS ON MAX 4 VALVES PER VALVE BOX MAINLINE 2. STANDARD RECTANGULAR VALVE BOX 8. PVC SCH 80 TEE-SSS OR EL -SS ON 17'x12, MAX 3 VALVES PER VALVE BOX MANIFOLD 3. ROUND VALVE BOX 10' DIA, 9. EDGE OF AREA (CURB, WALK WALL) MAX 1 VALVE PER VALVE BOX 10. RCV ASSEMBLY WITH DURA MANIFOLD 4. PVC PRESSURE PIPE - MAINLINE FITTINGS- SEE OTHER DETAILS 5. PIC PRESSURE PIPE - MANIFOLD 11. RCV MANIFOLD ISOLATION VALVE 6. PVC NON -PRESSURE PIPE - LATERAL NOTES: A CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. S. LOCATE VALVE ASSEMBLES IN SHRUB OR GROUNDCOVER AREAS WHEN POSSIBLE. C. LOCATION OF VALVE ASSEMBLIES SHALL BE STAND FOR APPROVAL BY LANDSCAPE ARCHITECTPRIOR TOINSTALLATION. 0. CENTER VALVE BOXES OVER VALVE ASSEMBLY TO FACILITATE ACCESS 8 MAINTENANCE. E. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOP AT FINISH GRADE IN TURF AREAS OR ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER AREAS. F. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA G. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTION AROUND VALVE INDIVIDUAL VALVE DETAILS. tl 2 3 4 O�Tan (USE APPROVED WIRE CONNECTOR -THIS STYLE) 1. PLUG 2. CRIMP SLEEVE 3. BODY 4. WIRES A. INSERT WIRES THROUGH HOLES IN BASE OF BODY. B. JOIN WIRES TOGETHER AND APPLY CRIMP SLEEVE. C. DRAW WIRES BACK INTO BODY. D. FILL CAP TO BRIM WITH SEALANT AND ALSO APPLY SEALER TO OUTSIDE OF PLUG. E. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. F. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY, G. SEALANT MUST BE VISIBLE OUTSIDE OF PLUG TO PASS INSPECTION. WIRE CONNECTORS fl SECTION NOT TO SCALE 12" SPRAYS 1. POP-UP SPRAY HEAD -. - 1 r.� 2. SWING JOINT ASSEMBLY (3 MARLEX 7 7 IPPLE) +SF cD'cbyylZ 3. PVC SCH 40 TEE (SST) OR EL (ST) TiI�^+ix1f' + N IN ICI I � � H I 4. PVC NON -PRESSURE LATERAL _III_ I i_ �� �� � E I f 5. AT FINISH GRADE IN TURF; 1' IN 1. PLASTIC ROTOR NOID.E (SEE _4 1 _ lll=ll = 2 SHRUB AREAS LEGEND) _ _ 6 7 8 8. DISTANCE FROM HARDSCAPE: I - I I- 2.SHRUBADAPTER III -III- -III 1. ELECTRICAL CONDUIT-2X WIRE 5 FLUSH IN TURF, 1"IN GROUND COVER ROTORS - WALKS =24'. WALLS =24' 3.&8"UVR CABLE TIE 2. CONDLE NTROLWIRE DIAMETER 7. 3' DEEP PEA GRAVEL SUMP S. SPRAYS - WALKS =24', WALLS=24' S. Irr SCH OWRERISE LONG 3. WATER PROOF WIRE CONNECTORS 8. UNDISTURBED OR COMPACTED 6. SWING JOINT ASSEMBLY -III- ST ELLS OR EXPANSION LOOPS (LABEL WIRES SUB -GRADE 3 4 7. PVC UVR S2 SCH 40 CH 40 TEE -SST OR WITH CONTROLLER AND STATION M) 9. 12' K 18' VALVE BOX W/ EXTENSION ELST NOTES: 4. 18' MINIMUM (SEE SPECS AND S. PVC UVR NON -PRESSURE A DRIVE REBAR STAKE INTO SOIL o ON DOWNHILL SIDE OF PIPE L A a ♦µ w4PE TRENCH DETAIL) NOTE LATERAL 6 9. #1 REBM -U' STAKE, 4Y MIN qA' pef-s ° ^'Ey NOTE: A. RW WARNING CAP IF APPLICABLE. LENGTH A TO BE INSTALLED AT ENDS OF ALL WIRE SLEEVES RUNNING 20 FT. AND 010' INTERVALS ON PIPE) --- LONGER, AT EACH CHANGE OF DIRECTION, AND WITHIN EVERY 300' RUN. NERI LANDSCAPE ARCHITECTURE ♦ 928 HORNSLENO STFDTT. SL' E *3 ., ,�A,,,� %`111/ WIRE PULL BOX �J�` POP-UP SPRAY HEAD K SHRUB SPRAY ON GRADE SAN DIEGO, CA 92109 rE or CAlki ' � SECTION NOT TO SCALE �, SECTION NOT TO SCALE n SECTION NOT TO SCALE 858/27A.com W W W.NEWLA.COM L 1.2 CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK I SCALE I AS -BUILT Y ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. IAL 5-20-21 DESCRIPTION: PT NO 22 STA CLSB-022 PER ROS Dyl PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LANDSCAPE IRRIGATION DETAILS FOR: LOCATION: FD. 2' IRON PIPE AND DISK IN AC .- 5/3,2021 �iZDWTI NSA ENCINITAS BEACH HOTEL PATH, NORTH SIDE W LA COSTA AVE, AT 6169'1 JAMES P. NERI DATE n COAST HIGHWAY 101 YULCAN AVENUE 13' OFF SHOULDER �, RYLEYI. SITi'J:: STEVEN NOWAK EDWARD J. WIMMER RECORD FROM: SAN DIEGO COUNTY 5-20-21 WIDENING ELEVATION: 62,249. DATUM: NAW Bi3 JAMES P. NERI EXP : �42 DATE DATE PLANNING CASE Na. TPM-89-014 APN: 216-041.26 SHEET 17 OF 20 r N ti N N ro ml O N N m am �Uv V W 4 to m N N amh d awn U_IN zzoD GOin w x WNW zmW 1. V ABOVE FINISH GRADE 7. 1IP SCH 80 PVC NIPPLE (LENGTH AS 2. NATIVE SOIL PER SPECIFICATIONS REWIRED) 3. FINISH GRADE 8. BRICK SUPPORTS (2 COMMON BRICKS 4. AIRIVACUUM RELIEF VALVE REQUIRED) 5. 1/? PVC COUPLING (TxT) 9. PEA GRAVEL SUMP (6" DEEP) B. 6' ROUND PLASTIC VALVE BOX- 10. PVC ELL (SXT) WITH 12' THREADED HEAT BRAND'AR' ON LID IN 1' HIGH OUTLET CHARACTERS 11. PVC PIPING NOTE: 1. USE ONE AIRNACUUM RELIEF VALVE FOR EVERY 7 GPM PER ZONE. 2. AIR/VAC TO BE INSTALLED AT HIGHEST LOCAL ELEVATION. DP - AIR/VACUUM RIP RELIEF VALVE SE NOT TO SCALE WHERE TREES ARE INSTALLED IN CUTOUTS, OMIT OUTER RING OF DRIP TUBING 1. PVC LATERAL FROM DRIPLINE ASSEMBLY OR DRIPLINE LATERAL 2. PVC OR DRIPLINE INSERT FITTING 3. BLANK DRIPLINE TUBING (LENGTH AS NECESSARY) 4. DRIPLINE INSERT CROSS FITTING 5. DRIPLINE TUBING 6. DRIP EMITTER, SPACING PER IRRIGATION SCHEDULE 7. BLANK DRIPLINE TUBING 8. DRIPLINE INSERT TEE FITTING 9. EDGE OF ROOTBALL 10. TREE TRUNK 11. TIE -DOWN STAKE (MAX SPACING 36" ALONG DRIPLINE AND AT ALL BRANCHES OF FITTINGS) 12. MAIN DRIP LAYOUT - SEE DETAIL B, SHEET L-203 FOR MORE INFORMATION 1. V ABOVE FINISH GRADS �- 3144 SCH 80 PVC NIPPLE (LENGTH AS 2. NATIVE SOIL PER SPECIFICATIONS REQUIRED) 3. FINISH GRADE 7. BRICK SUPPORTS (2 COMMON BRICKS 4. FLUSH VALVE REQUIRED) 5. 6' ROUND PLASTIC VALVE BOX - HEAT 8. PEA GRAVEL SUMP (6" x 1W) BRAND'FV' ON LID IN 1" HIGH 9. PVC ELL (SxT) WITH 3/4' THREADED OUTLET CHARACTERS 10. PVC PIPING NOTES: 1. USE ONE FLUSH VALVE FOR EVERY 7 GPM PER ZONE. 2. LOCATE AT LOW POINTS. 3. FLUSH PRESSURE IS 2 PSI. 4. FLUSH RATE IS 0.8 GPM. FLUSH VALVE ON PVC ELL B SECTION NOT TO SCALE DRIPLINE AROUND TREE VINI Unlr-KmeM lux >f none I IUN I Uoo run I Kon. CONNECTED TO LATERAL 2- BLANK PE TUBE 10- CAST IRON GRATE OVER TUBE. 3- PVC SCH 40 ELL FIPT X FIPT (SEE LANDSCAPE PLANS) 4- PVC SCH 40 ELL SLIP X FIPT 11- PENETRATE AERATION TUBE 5- HUNTER SWING JOINTS FOR INSERTION OF BUBBLER NOTES: 6- DIRECTED BY LANDSCAPE 1. DISTANCE BETWEEN LATERAL RINGS AND EMITTER SPACING TO BE 64, EMITTER SPACING PER PLAN PVC LATERAL EXTENSION FVC LATERAL AR(AS ARCHITECT) 2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 7- (LENGTH REO.) 12- UBBLER BARBED 3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN 40 OR ELL PVC SCH 40 TEE 13- EMITTXERI-ER EMITTER STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. LATERAL & (SS) ON PVC LATERAL 14 MULCH TREE ROOT BALL. COMPRESSION TEE SURFACE DRIPLINE AROUND TREE � DEEP ROOT TUBE DSUB SECTION NOT TO SCALE r SECTION NOT TO SCALE 1. ON GRADE PVC LATERAL FROM DRIPLINE ASSEMBLY OR DRIPLINE LATERAL 2. PVC OR DRIPUNE INSERT FITTING 3. BLANK DRIPLINE TUBING (LENGTH AS NECESSARY) 4. DRIPLINE INSERT CROSS FITTING 5. ON SURFACE DRIPLINE TUBING 6. DRIP EMITTER, SPACING PER 2 3 4 1. FINISH GRADE 2. NATIVE SOIL BACKFILL PER SPECIFICATIONS 3. DRIPLINE 4. OPERATION INDICATOR - USE ONE PER ZONE AND LOCATE AT FLUSH END OF ZONE 5. 2' - 3' ABOVE FINISH GR 6. 4' DRIP - OPERATION INDICATOR tI SECTION NOT TO SCALE 1. FINISH GRADE 6. PVC TEE (SXSXT) WITH 12' 2. DRIPLINE LATERAL FPT OUTLET 3. ELL (FEE16) 7. NATIVE SOIL BACKFILL PER 4. POLYTUBING SPECIFICATIONS 5. ADAPTER 8. 3' 9. DEPTH OF PVC MANIFOLD PER SPECIFICATIONS D DRIP -MANIFOLD ELL CONNECTION SECTION NOT TO SCALE 12 34 1 6 2 5 RG T 1. PVC LATERAL LINE FROM 11 s 1 El DRIP VALVE ASSEMBLY 2. PVC SUPPLY MANIFOLD 3. MANIFOLD -TO -ELBOW CONNECTION M.) 2 0 4. DRIPLINE LATERAL 3 r PA141MUM CLEAR 5. AIRNACUUM RELIEF VALVE 4 PLUMBED TO PVC I AIRNACUUM RELIEF D MANIFOLD AT EACH HIGH POINT 1 _ _ 6. TRIANGULAR EMITTER jV - SPACING 11 8 9 10 1213 7. PVC AIR RELIEF MANIFOLD 8. EDGE LATERALS 4' FROM 1. REMOTE CONTROL VALVE 7. FLUSH IN TURF: 1' IN GROUND COVER AREA PERIMETER 6 2. FILTER 8. BRICK SUPPORT (1- EA. CORNER) 3. VSCH BD UNION 9. SUBGRADE 9. AREA PERIMETER 7 4. SCH 80 NIPPLE LAR (TYP.) 10. PEA GRAVEL SUMP 3' DEEP 10. OPERATION INDICATOR S. 3/4' PRY OR 10 PRV 11. PVC PRESSURE PIPE 11. AUTOMATIC FLUSH VALVE 8 B. 12' x JrVALVE BOX (SEE NOTE 12. SCH 80 FEMALE ADAPTER 13. PVC NON PIPE PLUMBED TO FLUSH _ 9 BELOW) -PRESSURE MANIFOLD AT LOW POINT NOTES: 6�Q A. FOR FLOWS TO G.P.M. USE 3/4' LFV075. 10 B. FOR FLOWS OF 4-8 G.P.M. USE 1' LFV100. NOTES: C. VALVE BOX LID SHALL BE BRANDED To IDENTIFY VALVE. A THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE INCLUDE CHRISTY'S IRRIGATION I.D. TAG ATTACHED TO VALVE BONNET BOLT. MAXIMUM RUN LENGTH. D. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER. E. R.W. WARNING IF RED. REMOTE CONTROL VALVE W/ PRESSURE REGULATOR AND FILTER V FOR DRIP IRRIGATION NOT TO SCALE DRIP - END FEED LAYOUT g 3 4_.'�_ 1 2 7. BLANK DRIPLINE TUBING -III-III-III- I -I 11-1 11-1 1 '- ~ 8. DRIPLINE INSERT TEE FITTING III -III 1 I 1. UVR PVC PRESSURE MAIN (TYP) 10 9. EDGE OF ROOTBALL III -III- CENTER AR'Lr STAKE, 1W, 5' ON 10. TREE TRUNK _ _ VR PVC _ COUPLING. P. 11. TIE -DOWN STAKE (MAX SPACING 36' _ _ _ -III- 4. UVR PVC SCH 0 45 DEGREE 70 ALONG DRIPLINE AND AT ALL I I -_III__ _ ELLS OYP.) 5 BRANCHES OF FITTINGS) 'III=III- $ 5. WHITE PVC SCH B045 DEGREE 12. MAIN DRIP LAYOUT -SEE DETAIL L, - ELLS (TYP-) SHEET L4.9 FOR MORE INFORMATION 6 S. WHITE PVC PRESSURE MAIN �/,No3CAaF (TYP) LA LEy7 7. SLEEVE PER PLANS AND DRIPLINE AROUND TREE 8 7.DETAILS CONNECTED TO LATERAL B. UNDISTURBED OR COMPACTED ---- SUBGRADE. NERI LANDSCAPE ARCHITECTURE ♦ °qi °° 6 9. WALK/ DRIVEWAY PER PLANS. 928 HDRNBLEND STREET, SUITE 7i 3 '"i� R1x z�y� BAN HORN EN 9210E ?oac°111d . ON -GRADE DRIPLINE AROUND TREE i11 NOT USED K ON GRADE PIPE TRANSITION 858/274-3222 I PLAN NorToecALE v SECTION SECTION -NO SCALE L1.3 www.NEwLacoM SECTION NOT TO SCALE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT A ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING IN ADDED ON -GRADE DRIP DETAILS k ROTOR DESCRIPTION: PTNa22STAOSB-022PER Rf51727L PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LANDSCAPE IRRIGATION DETAILS FOR: ON -GRADE DRIP DETAILS LOCATION: M. 2' IRON PIPE AND DISK IN AC HORIZONTAL: RZ6. T" - SW2021 DATE' ENCINITAS BEACH HOTEL S 5-20-21 PATH, NORTH SIDE OF LA COSTA AVE. AT 616E-I VERTICAL: N� JAMES P. NERI GATE COAST HIGHWAY 101 RECORD AVENUE 13' OFF SHOULDER R.L.A. NO.: 3321 STEVEN NOWAK EDWARD J. WIMMER RECORD FROM: SAN DIEDA COUNTY 5-20-21 JAMES P. NERI WIDENING ELEVATION: 82.94E DATUM: NAW 89 EXP.: DB/aQ4J DATE DATE PLANNING CASE NO: TPM-89-014 APN: 215-041.25 SHEET 18 OF 20 r N N 41 WNJ zm� I i I PLANT CALLOUT KEY KtT NU I to A3 BARS AT 16" O.C. BOTH QUANTITY WAYS VEH. PAVING �SPECIES/VARIETY _ OUMR OF WORK O NON -IRRIGATED HYDROSEED-APPLY BETWEEN JANUARY 1STA FEBRUARY 30TH +*++ice, OB SEE ONSITE IMPROVEMENT PLANS FOR PLANTING CONCRETE PAVING- STRENGTH, 4 ULM PAR *«*«*#++«S`4 ~ 151 SF R KCOBBLE INFORMATION OUTSIDE OF PROPERTY LINE OK PROVIDE AND INSTALL ONE TON'ARIZONA MOSS' COLOR B FINISH PER PLAN, ++4''+}h a a sDST E 7 aa' sox *+*++� 1'•5' DIA. , 5' DEEP eouLDERs (TrP. sYM.) 4 SCHEDULE AND SPECIFICATIONS +yy \ SIZE �O a*, M SSION COBBLE OC SLANTINEE /INFORMTAS ATIONCH ACCESS OUTSIDE S IDE OF NORTH P PLANS FOR LINE FINISH SURFACE OF ADJACENT \ ADDITIONAL NOTES F+ + PLANTING INFORMATION OUTSIDE OF NORTH PROPERTY LINE +++' I 1 ON PER 100 SF PAVING FLUSH WITH CONCRETE ++++ I 4 (WHERE OCCURS) NOTE: QUANTITIES LISTED ARE FOR THIS SHEET ONLY. \ + + I UTHWEST BOULDER 8 STONE < PROVIDE AND INSTALL 3' DEEP ORGANIC MULCH IN ALL « +++ i PLANTING BEDS EXCLUDING AREAS TO BE PLANTED WITH T/\ h+ I I GROUNDCOVER OR TURFISOD. TAPER MULCH TO A 1" DEPTH 4 4Ir`+ I II AS IT NEARS EACH PLANT OR HARDSCAPE EDGE. kb BAR CON. @ EDGES I +«+ I .`: IIjj�4++ %s;�;+:j A I OE INSTALL 1V LONG ROOT BARRIER WHERE NEW TREE TRUNKS 1;� COME WITHIN B OF HARDSCAPE, TYP. THICKENED EDGE +4 \\ lit, \ +«*« I 'y ' " i t J \ F OBIORETENTION BASIN -INSTALL 2' MIN. HARDWOOD MULCH (VEHICULARIAPRON PAVING) I #+a«*j lii f Jlj (EUCALYPTUS OR APPROVED EQUAL) 65%COMPACTED I SUBGRADE, 12' DEEP PER «+'++ I _ �;�. ' ,1 - i G EXISTING PUNTING TO REMAIN - PROTECT IN PLACE a*4 + 1 _'' [y. GEOTECH REPORT I ««*++y. T+.+ (r;. ;a \ OH PROVIDE/INSTALL ONE FLAT SEASONAL COLOR N FRONTM N.T.S. n1" lrSsf� A.I MONUMENT SIGN a +'+ :cat �� %-A ryy '�I 1 I PROVIDE/ INSTALL JUTE HEFTING WITH 3'DEEP ORGANIC ARIZONA MOSS LANDSCAPE BOULDERS t F � ' im MULCH ON ALL SLOPES 2:1 AND STEEPER. UNDER OAK TREES ++«+«++« HYD NON 4 736 sf{^\�\ �� \ -? % f'l-.,s - !!! / 2,615 sf CYN DAC ; ,orr , lm fff U ;Y fr".�' ( fy.!: i..• ° lln'"r9r3'a :ln+l •�J 0 — #+++++++++. #++++• 5 ¢ &.« •r-� 'a��,�>,- :sus " �+ 229 ALO BLU rrr { + #a+a}+ }}+a a+ Ukaa4++ — — +++a aa444iFff ++�+u+ a �— ++"♦'4� Fri T�F +f i+a i+A - +Ufa+ •n`.• �t ).i \,`L� �.-, i �'• I t4+y+y}y+y+y... a+•:'.....t ( +4w' v4:#4i4+#+#}}+4++*A'4}tifT7• ♦a+4l aaa a+++++}+I44+++++a 1 _ a+#a+a+ +aaa+aaa+a+a+aa+aa�. _- +#+aa+++i+a�aF+�aa+a a++aa#4h# *�%� I \ •`� 5 5 _ {+ai#i+ 4�a......+++f+a+1+}444#4=+# *4+F 444+t4+++aa1 +a i++4414444+4414i +1+a++'++f++++*+aa++++++++yai L+++++#4++++�+++}i++#yfia+y+y+a � _ re COAST HIGHWAY 101 _ _ _ _ _ \/� _ -- ^ 1 'i- pp •- F 9 - ------ _ eDaD a , ° - - — O COAST HKNAVAY 101 - 101 ERIF 738 ------ , - - - L_ - D =-i 0 I SALM aa ga _ v 1 ` ` y US EOU \ \ 592 LOM BRE f U 5 8' O.C. N I 34 C GRI , \ ! O ' PIN TOR - I — ,pIN FILLER 339 FES OIA Q - E AGR HET Al 7 3 U NT O ° 3, 1 sf HYD MIX (FULLJOINT CAP i) WI O.C. ' B X, • Aa REMOVE TOP CAP CONC PAVING 0 RHA CA 24 HARDSCAPE LEGEND BEFORE SEALING I, 4 JOINT SEALANT WI SAND TOPPING- 4 ga C �PMpQA/+f LA ` he'..ES P e 12' PVC SLEEVE • COLOR TO MATCH FINISH SURFACE 40 MAH REP n 12 PAVING DE ° SAWCUT O ' O.C. IN CONTROL JOIN a m REINFORCING BAR DOWELL Sb• 5Jm• (DRILL 3' DEEP 6 EPDXY AT 16" m NERI LANDSCAPE ARCHITECTURE ♦ "" `J'°^° O 6 PAVING)O EXISTING ADJACENT p u a, 4p woa 82N8 DHEI31� 925 , SUITE 93 .,q 109 4,,,. CONCRETE PAVING JOINTS �I�ILI����I S5S/274-3222 OP OA+,4 B BGA1EsT4D 1 2.0 5 www.Nl3uLwcorA LJ NO SCALE L Q N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT I N r: AWN r: cH Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. aN' REMOVED NORTH CROSSWALK ON HWY 101 s DESCRJ�,LN: P; NO. n 5TA Us0-O22 PIR ROS Inn PLANS PREPARED UNDER SUPERVISION OF RLCOMMLNDLD: APPROVED: LANDSCAPE PLANTING PLAN �Z n LA COSTA AVE., UPDATED PLANTING ON NORTH LOCATION: FD. 2' IRON PIPE ANO DISK IN AL w. mm,.� HORIZONTAL: s/3/zozl DATE' ENCINITAS BEACH HOTEL nz m CORNER OF HWY 101 k LA COSTA AVE.. UPDATED PATH, NORTH SIDE OF LA COSTA AVE. AT B1B9-I VERTICAL: N/A JAMES P. NERI DATE COAST HIGHWAY 101 �o m PLANTING ON THE SOUTH SLOPES OF PRIVATE VULCAN AVENUE 13' OFF SHOULDER :- R.L.A. NO.: 3321 STEVEN NOWAK EDWARD J. HAMMER =. DRIVEWAY SOUTH SLOPES t STATE PARK SLOPES, RECORD FROM: SAN DIEGO COUNTY 5-20-21 WIDENING a. w D ADDED SWILDERS 0 RESORT ELEVATION: 62949 DATUM: NAVO Be JAMES P. NERI E%P.: O6(}Q/19 DATE DATE PLANNING CASE NO: TPM-Ei - APN:216-041.26 SHEET 10OF20 imp AS BUILT SRA 5-20-21 SYMBOL DESCRIPTION SOURCE MATERIAL/FINISNWOTES DETAIL ENHNUCED CRO6 VAJK CARROIL CANYON WITH DOWELLED EKPANSION JOINTS AB/IYA - • '• PAVEFENT-VEHICULAR BATCH PIMR COLOR UNCOLORED T� PAMNG,T-THK FINISH: 115 TOPCIST IMPERVIOUS SEALER NONE TREES CODE BOTANICAL NAME COMMONNAME SIZE Wl1COLS DETAIL REMARKS PIN TOR j,'PIUNUS TORREYANA TORREY PINE 24'BOX LOW AA2.1 STANDARO,DWBLE STAKE OUEAGR QERCUS AGRIFOLVI COAST LIVE OAK 46' BOX, MULTI VERY LOW A012.1 MULTI, NO STAR 4 SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS DETAIL REMARKS ALO BLU ALOE X'BLUE ELF ALOE 5 GAL LOW BIL2.1 FULLY ROOTED, GREEN COLOR OART CAL ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1GAL VERY LOW BA2.1 FULLY ROOTED, GREEN COLOR O SUL HAL BULBINE FRUTESCENS'HALLMARK' STALKED BULBINE 1 GAL LOW 1111.2.1 FULLY ROOTED, GREEN COLOR Q CEA GRI CEANOTHUS GRISEUS HORVANTALIS CARMEL CREEPER 5 GAL LOW BI 2.1 FULLY ROOTED, GREEN COLOR ENC CAL ENCEUA CALIFORNICA CAUFORNIAENCELIA 1GAL VERYLOW BA.2.1 FULLY ROOTED, GREEN COLOR O ERI PAR ERIOGONUM PARVIFOLIUM CLIFF BUCKWHEAT 1 GAL VERY LOW BA.2.1 FULLY ROOTED, GREEN COLOR OHET ARB HETEROMELES ARBUTIFOLIA TOYON 15 GAL VERY LOW B/L2.1 FULLY ROOTED, GREEN COLOR LOM BRE LOMANDRA LONGIFOLIA'BREEZE' DWARF MAT RUSH 5 GAL LOW BA2.1 FULLY ROOTED, GREEN COLOR QRHA CAL RHAMNUS CALIFORNICA CALIFORNIA COFFEE BERRY 5GAL LOW BI2A FULLY ROOTED, GREEN COLOR RHU INT RNUS INTEGRIFOLN LEMONADE BERRY 15 GAL VERY LOW BA2.1 FULLY ROOTED, GREEN COLOR O RUS:EQU RUSSELIA EOUISETIFORMIS CORAL FOUNTAIN 5 GAL LOW I FULLY ROOTED, GREEN COLOR SAL MEL SALVIA MELLIFERA BACK SAGE 5GAL VERY LOW BA.2.1 FULLY ROOTED, GREEN COLOR GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING DETAIL REMARKS CAR PRA CAREX PRAEGRACILIS CALIFORNIA FIELD SEDGE 7PLUGSC O.C. MODERATE 8'ox. C/1-2.1 FULLY ROOTED, GREEN COLOR xT CYN DAD CYNODON DACIYLON BERMUDA GRASS SOD HIGH CA2.1 TO MATCH EXISTING TURF ERI FAB ERIOGONUM FASCICULATUM COAST BUCKWHEAT YPII Q16'O.C. VERY LOW 18'o.c. GL2.1 FULLY ROOTED, GREEN COLOR FES OVI FESTUCA OVINA GLAUCA'ELIJAH BLUE' BLUE FESCUE 1 GAL @ V O.C. LOW 90 O.C. CA2.1 FULLY ROOTED wNlIl_TREE PLANTING FOR SLOPE PLANTING, GRADE BACK OF PLANTING PIT TO MAX. 1:1 SLOPE AND INSTALL EROSION CONTROL FABRIC. CINCH TIES (4 REQUIRED) IN FIGURE 8 CONFIGURATION. NAIL TO STAKE VIA 2' GALVANIZED ROOFING NAILS. 10' LONG X 2- DIA. LODGE POLE PINE TREE STAKES (2 REQUIRED) SET 24' INTO GRADE ON SIDES OF FOOTBALL TREETRUNK ROOT BALL (ROOT CROWN TO BE 2' ABOVE FINISH GRADE) MULCH - TAPER FROM 1' THICK AT CROWN TO 3' THICK AT EDGE OF PLANTING PR FINISH GRADE WATERING BASIN 4' ABOVE FINISH GRADE REMOVE ONCE IRRIGATION IS OPERABLE BACK FILL MIX FERTILIZER TABLETS (SEE SCHEDULE) CROWN BOTTOM OF PLANTING PIT SECTION NOT TO SexE EQUAL i1 GROUNDCOVER PLANTIPLUG ON Y I I RAISED MOUND WITH TRIANGULAR, EQUAL SPACING PER PLANT 1 i 1 PLAN VIEW HARDSCAPE EDGE GROUNDCOVER PLANTIPLUG SPACING PER PLAN Na a TWO TIMES WIDTH OF ROOT BALL SHRUB PLANTING u ECnON FOR SLOPE PLANTING, GRADE BACK OF PLANTING PR TO MAX. 1:1 SLOPE AND INSTALL EROSION CONTROL FABRIC ROOT CROWN OF SHRUB TO BE 1' ABOVE FINISH GRADE MULCH - TAPER FROM 1' THICK AT CROWN TO 3' THICK AT EDGE OF PLANTING PIT WATERING BASIN 4' ABOVE FINISH GRADE REMOVE ONCE IRRIGATION IS OPERABLE FINISH GRADE FERTILIZER TABLETS (SEE SCHEDULE) SCARIFY SIDES OF PLANTING PIT BACK FILL MIX - WATER SETTLE PRIOR TO SETTING SHRUB CROWN BOTTOM OF PLANTING PIT NOT TO SCALE MULCH IN PLANTING AREA FINISH GRADE AT PLANTING AREA TOP OF PAVING FLUSH WITH FACE OF PAVING COMPACTED SUBGRADE IZN:61E:Ll11 V 1:1021 41!LH1:Li q:7Ili 1:vm wit.. ' HYD MIX HYDRO SEED HYDROSEED MIX SEED LOW SEE SPECS MAH REP MAHONIA REPENS CREEPING MAHONW 6 GAL @ 36' O.C. LOW 36' o.c. CA2.1 FULLY ROOTED, GREEN COLOR j I III -I I BACKFILL SOIL HYD NON NON IRRIGATED HYDROSEED NCH SEED LOW C/L2.1 AMENDED SOIL Oi FERTILIZER GROUNDCOVER PLANTING TABLET ROOT BARRIER GENERAL NOTES IliliIia SECnON NOTTOeONE D SECTION NOTTOOME 1. SEE SPECIFICATIONS FOR ITEMS NOT COVERED ON THESE PLANS. NON4RRIGATED WDROSEED PLANTING: 2. THE CONTRACTOR SHALL RECONCILE THE CALLOUT QUANTITIES WITH THE GRAPHIC QUANTITIES AND SHALL 11. THE CONTRACTOR SHALL GUARANTEE SHRUBS, GROUNDCOVERS AND PERENNIALS FOR A PERIOD OF THREE BOTANICAL NAME COMMON NAME LBSIACRE PROVIDE PLANTS EQUAL TO THE GRAPHIC QUANTITIES SHOWN ON THE PLANS. PLANT QUANTITIES SHOWN MONTHS AND TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 4Q REFLECT QUANTITIES FOR THE SHEET THEY APPEAR ON ONLY. 12. ALL TREES TO BE PIANTEDAMINBFROM UNDERGROUND UTILITIES. LIIpIMl3 bk*r Skolded lupire 4.0 BOULDER BOULDER, 3. ALL PLANT MATERIAL IS TO BE SUPPLIED AND INSTALLED BY THE LANDSCAPE CONTRACTOR. 13. THE LANDSCAPE PLAN IS FOR GENERAL SITE REFERENCE ONLY. REFER TO OTHER CONSTRUCTION Plentago erects California plantain 40.0 3050% BURIED 3050%BURIED 4. THE LANDSCAPE ARCHITECT SHALL RETAIN THE OPTION TO TAG BOXED TREE MATERIAL AT A WHOLESALE DOCUMENTS FOR COMPLETE SCOPE OF WORK Sipe leplda Foothill needle grass 5_0 SITE SOIL SITE SOIL NURSERY OF THEIR CHOICE AFTER THE BID HAS BEEN AWARDED. 14. BEFORE COMMENCING ANY SITE EXCAVATION, VERIFY LOCATIONS OF ALL EXISTING SITE UTILITIES, 49LBS/ACRE 5. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE LANDSCAPE ARCHITECT INCLUDING WATER SEWER, GAS AND ELECTRICAL LINES. FLAG OR OTHERWISE MARK ALL LOCATIONS AND HYDROSEED MATERIALS: RATE (LBSIACRE) UPON DELIVERY TO THE SITE. INDICATE UTILITY TYPE. _ 6. PLANT MATERIAL LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS 15. LOCATE REFUSE BIN AT APPROVED ON -SITE LOCATION. CONTRACTOR SHALL DISPOSE OF ALL SITE REFUSE SOIL ACTIVATOR/ FERTILIZER/ INNOCULUM PENETRANT 400 I DIRECTED BY THE LANDSCAPE ARCHITECT. AT CITY -APPROVED LOCATIONS. (GRO-POWER PLUS WITH MYCORRHIZAE AND SOIL PENETRANT 7. ALL GROUNDCOVER PLANTS SHALL BE FULLY ROOTED PLANT MATERIAL IN FLATS, PLUGS OR POTS. 17. ALL REQUIRED PLANTING AREAS SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3INCHES, WOOD FIBER MULCH 1,400 _ �1 8. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED AT ALL TIMES, INCLUDING TRANSPORTATION AND EXCLUDING SLOPES REQUIRING REVEGETATION AND AREAS TO BE PLANTED WITH GROUNDCOVER. ALL ('ECOFIBRE PREMIUM WOOD FIBER MULCH' _ INSTALLATION. EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED TO THIS MINIMUM DEPTH. BINDER 80IE- - 9. STAKE AND/OR GUY ALL TREES AS DIRECTED IN THE LEGEND AND PER THE PLANTING DETAILS. 18. ALL REQUIRED TREES SHALL HAVE AT LEAST ONE WELL DEFINED TRUNK AND SHALL NORMALLY ATTAIN A ('ECOLOGY CONTROLS MINDER) -41 E=1I 1 � 1 �I11=1I I-_ I I I 10. TREES AND SHRUBS SHALL BE SHAPED AND PRUNED DURING THE MAINTENANCE PERIOD ONLY AS MATURE HEIGHT AND SPREAD OF AT LEAST 15 FEET. _ 1 1- - - I DIRECTED BY THE LANDSCAPE ARCHITECT. 19. PROPOSED LANDSCAPING SHALL NOT CONFLICT WITH EXISTING UTILITIES. FERTILIZER TABLET SCHEDULE I 20. TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC _ IMPROVEMENTS INCLUDING WALKS, CURBS, OR STREET PAVEMENTS OR WHERE NEW PUBLIC IMPROVEMENTS (4) 7 GRAM TABLETS PER BE BOX SIZE ARE PLACED ADJACENT TO EXISTING TREES. THE ROOT BARRIER WILL NOT WRAP AROUND THE ROOT BALL. 21. MAINTENANCE: ALL LANDSCAPE AREAS INSIDE THE LIMIT OF WORK SHALL BE MAINTAINED BY THE (4) 7 GRAM TABLETS PER FOOT OF PALM TRUNK SLOPE CONDITION LEVEL CONDITION LPNaSCAp CONTRACTOR UNTIL THE PROJECT HAS BEEN ACCEPTED BY THE OWNER, AND THEN FOR AN ADDITIONAL PERIOD L A 1,o a OF AFTER THE ACCEPTANCE BY THE OWNER THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF (15) 7 GRAM TABLETS PER 15 GALLON CONTAINER ya-'s P. Rf9.r. DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. BOULDER BURIAL v DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS (8) 7 GRAM TABLETS PER 5 GALLON CONTAINER (3) --- OF THE PERMIT. I SECTION N.T.S NERI LANDSCAPE ARCHITECTURE 4 "� v'°"E ♦ 7 GRAM TABLETS PER I GALLON CONTAINER 928 HORNBLEND STREET, SUITE at3 � q A 3 SAN DIEGO, CA 92109 ♦F CrCA (1) 7 GRAM TABLETS PER 6' POT, PONY PAK, LINER OR Lill 8 5 B/ 2 7 4-3 2 22 GROUNDCOVER PLANT Lill WW W .NERILI.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT Y: DRAWN B : C ECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, Lim um IN REVISED PLANT SCHEDULE; ADDED SPECS DESCRIPTION: PT NO 22 STA CLSB-022 PER ROS 17271 HORIZONTAL:N/A, PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LANDSCAPE PLANTING DETAILS FOR: FOR NON -IRRIGATED HYDROSEED; ADDED LOCATION: FD. 2' IRON PIPE AND DISK IN AC VERTICAL: bVA A/IW /�E/W-• 5/312021 DATE: ENCINITAS BEACH HOTEL BOULDER DETAIL PATH. NORTH SIDE OF LA COSTA AVE. AT JAMES P. NERI DATE COAST HIGHWAY 101 6169-I AS BUILT A1-20-21VULCAN AVENUE 13' OFF SHOULDER R.L.A. NO.: 3321 STEVEN NOWAK EDWARD J. YAMMER RECORD FROM: SAN DIEGO COUNTY 5-20-21 JAMES P. NERI WIDENING ELEVATION: 62,9499 DATUM: NABS EXP.: O6��T�19 DATE DATE PLANNING CASE NO: TPM-B9-014 APN: 216-041-26 SHEET 20 OF 20