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2013-11797-G (Plans)R104T OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELA71VETO CONSTRUCTION ACTIVITIES STEY'E CVNNINONIJA OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 N cASE FAERGENCY WORK IS REQUIRED, CONTACT STEVf ORMAI6HNAAT CONCRETE WASHOUT WPb t1E5ERT ROSE 4C s) HOURS PRIOR TO WORKING IN THE PUBUC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN (4yq)3yg-g14t 24 HOURS A DAY. CONTRACTOR SHALL ESTABUSH AND USE AN. ADEQUATELY SIZED CONCRETE 2727E LAS .. .AS, SUITE 100 � �R`p��•• T ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES, IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STIICCO, MI,5SION VIL30, CA g2641 yf- :JI OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST (RyT) 3q9- 31GZ DURING THE RAINY SEASON (OCTOBER T TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE A SIGN DESIGNATING THE WASHOUT LOCATION. DRAINAGE NOTE STOCKPILED ON SITE ON W OBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION 1335 DESERT OF TEMPORARY EROSION CONTROL MEASURES MEN RAIN IS IMMINENT. CONSMUCTION SITE ACCESS C rq NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO A STABNZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ENCINITAS, CA 92024 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON RAINS SHALL NOT BE MOVED OR MODIFIED WTHOUT THE APPROVAL OF THE TRACKING DIRT OF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/GIN CORRUGATED STEEL APN. 264-010-27 omm g>� AN APPROVED DRAINAGE FACII7Y. ENGINEERING INSPECTOR. PANELS/PLATES., LEGAL DESCRIEEK VIL G WAY UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEUCES WORKING ORDER TO HE N SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -DE PRODUCING C RSTRUCTION VEHICLES LAS ENCINITAS, IN THE COUNTY OF SA N DEGO, STATE OF ALL THAT PORTION OF LOT 15 OF THE SUBDIVISION OF RANCHO UCING RAINFALL A DI TA SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, CAUFORNIA, ACCORDING TO NApJlO. 848, FILED IN THE OFFICE OF (EWER/IL NOTES s ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OF -SITE. THE COUNTY RECORDER OF SAY DE60 COUNTY, JUNE 27, 1898. OWN 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY RE REQUIRED- 74q 3. BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN - CRCUMSTANCES WHICH MAY ARISE. ER CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED CERTIFICATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, TA DARES STANDARD SPECIFICATIONS CITY OF AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENCJNEER OR GEOLOGIST FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO COVER VEGETATION, AND BONDED FIBER MATRIX. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING > ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REYISIGNS PREVENT PUBUC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. THEREFROM SHALL lE APPROVED BY THE CITY ENGINEER PRIOR 70 ANY REQUEST FOR INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL RE N 2. THE SODS REPENT TITLED UP "PRELIMINARY 13, ECHNICAL INVESTIGATION" BY PETRA INCORPORATED HEREON. I (WE) HERESY AGREE TO INDEMNIFY, OFFEND, AND NOD CITY AND IONS > GEOIECHMCAL DATED 10-21-04. UPDATE DATED 9-4-13, RESPONSE TO CITY GEOTECHNICAL RENEW DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL DEICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND COMMENTS BY HEATHERINGTON ENG. DATED 4-27-16, GEOTECHNICAL UPDATE BY HEATHER14GTON B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, VICINITY 17�/ MAP LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE ENG. DATED 12-1-17, RESPONSE TO GINS PLAN RENEW COMMENTS BY REATUERINGTON DATED AT THE CONCLUSION OF EACH MONK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES 7 HERED, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR NTS 4-2-17 & 12-29-17. SHALL BE CONSIDERED AS A PART OF THIS GRADING PUN. ALL GRADING TO AVON) UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, INDIRECTLY VAIN ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PUCE AT THE END OF EACH WORKING THEY HELP DECREASE EROSION. EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS. OFFICERS, OR SAID REPORT. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN OTHER DEERS SHALL RE REMOVED AFTER EACH RAINFALL TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION NTHIN PUBUC RICHT-OF-WAY OR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL APPROVED PLANS "THIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES GRASSES TO SHIELD AND BIND THE SOIL. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES PUNT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. A7URE - "� DATE; GRADING. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO - 'F VE t 0HAM 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 7D PROTECT ADJACENT COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEML WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT ON -SITE CONSTRUCTION MATERIAL STORAGE wP6 vEsERT Ci (1-C. OR REPAIRED TO CONDITION BE MODIFIED WITHOUT A PERMIT FROM THE CITY STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL ZTZ71 LAs PAM9EAS, SUITE loo EXISTING PRIOR TO GRADING. A115510N VILE=, C,A c?Zblt STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY 0HR) 3"f`_SI(0Z 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 3. All IMPERVIOUS AREAS WTHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR CONTAINMENT FOR ALL FUEL STORED ONI ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL TO TURF OR LANDSCAPED AREAS VAIN ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE KEPT ON -SITE. STOCKPILES MAY INCLUDE SON, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/TMP FACILITY AND/OR THE STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER ROWS AND STORM DRAIN INLETS. ENGINEER OR A LICENSED LAND TURE/LANDSCAPED AREAS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION MEASURES AND PROVIDED VAIN A TEMPORARY I, MARK HETHERINGTON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE SURVEYOR. SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT 4. NO DRAINS SHALL BE INSTALLED IN HARDSCARE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITHIN THIS SITE WAS MADE BY NE OR UNDER MY DIRECTION ON _ 3 2?�[[gg_______ AND FOR AN UPDATE ON 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEUCES, INCLUDING TRAINING �� ONE COMPLETE M COPY N R SOILS REPORT 14 FROM 1H15 STUDY, NTH NY RECOMMENDATIONS, SHORING, AND SHALL DE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFER'! UNLESS THE ROW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR HATTED TO 711E OFFICE OF THE CITY ENGINEER. FURTHERMORE. I HAVE RENEWED THESE GRADING PLANS AND AND HEALTH STANDARDS, UM$ AND REGULATIONS. WIN THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE 5. DRIVEWAYS APP OVER HAVE A MINIMUM 2R CROSS SLOPE TOWARD THE IMP/BMP A AREA OR HAVE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS GRADING PLANS AND SPECIFICATIONS. 8. GRADING AND EQUIPMENT OPERATING BWTHINETWEEN ONE-HALF 1 2 MITE OF A STRUCTURE FOR HUMAN TOANMOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT (/) ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES OCCUPANCY SHALL NOT BE CONDUCTED RETNEEN THE HOURS OF 5:30 P.M. AND 7:30 A.N. NOR ON TO AN ADEQUATE IMP/&AP. SIGNED: - VWpEFS1!p� SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS WASTE MANAGEMENT GE MO. 397 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. RCE �" 9. NO GRADING OPERATIONS S14ALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD NTHWT A PERMIT FROM THE CITY. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THETA INTO THE CONVEYANCE ND.397 z ! ONSTE WIN THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SYSTEM IS STRICTLY PROHIBITED. DIP. DATE 3f3!/26 GRADING CONTRACTOR AND PERNTTEE. THE PRE -CONSTRUCTION MEETING SIWl BE SCHEDULED NTH 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE # THE CITY AT LEAST 48 HOURS IN ADVANCE BY CAVING (760) 633-2770. THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER BERMS/DIKES SHALL BE PLACED AROUND JOB LOG N0. 72921 ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. 10. PRIOR TO HAULING DIRT VE CONSTRUCTION BIT TO TO ANY PROPOSED CONSTRUCTION SITE B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES THE A FITTED SU COMPLY NTH HAVE AN DUMPSTER UDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WTSOUT LIDS S14ALL BE RACED WTHIN STRUCTURES HEIHEPoNGTON ENGINEERING, INC- WITHIN ENGINEER THIS PROJECT THE DEVELOPER SHALL SE DE TO DEVELOPER RECEIVE APPROVAL FROM THE IONS WATER BEST MANAGEMENT LE ROOF RETIREMENTS. THE ABASH ENCLOSURES SHALL HAVE AN NTH NPERNOUS ROOFING OR COVERED VAIN TARPS IN ORDER TO AVOID RAIN CONTACT WAIN ANY TRASH MATERIAL. 5365 AVENDA ENCINAS, SUITE A ENGINEER FOR THE PROPOSED HAUL RITE THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT NLL NOT ALLOW RAN WRIER TO ENDER THE ENCLOSURE CARLSBAD, CA 92008 AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WIN REGARDS TO THE HAULING OPERATION. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WEN NOT IN USE. A BERM SHALL BE INSTALLED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND (760) 931-1917 AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE .FROM THE DUMPSTER AND TO PREVENT CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN RE STATEMENT OF ENGINEER OF WORK GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION' SHALL BE CONSTRUCTED WDE AND FLAT TO ALLOW ROVING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL ND HAZARDOUS PROVIDED STATING: "THE GRADING UNDER PERMIT SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY MATERIAL. CALL THE HAZARDOUS WASTE HOTLINE36-41 TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO THE UNDERSIGNED ENGINEER AND AGREES THAT THE WORK PERFORMED BY DE El16NEER SHALL COMPLY ER R E THAT HE NO. UM--G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING SIZED OIL/ GREASE SEPARATOR AND IS TEEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON ORDER DUMP51FR5 CALL FDCO AT (760) 436-4151. ACCEPTED STANDARDS AND PRACTICES D THE ENGINEER'S TRADE (M1 PROF 5YON. TNf-F1IONEER FURTHER AGREES THAT THE PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE 'WORK PERFORMED HERON SHALL BE IN ACCORDANCE WITH THE R616 AND REGULATIONS REQUIRED BY THE CITY OF POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THEBY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 010 CERTIFIES SUCH GRADING OPERATION. STORM DRAIN SYSTEM. A SEPARATE BOLDING PERMIT MAY BE REWIRED FOR THIS STRUCTURE. SITE. ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHEC( OR RENEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HISINFEWAMONS PORTABLE TOILETS MUST BE IN GOT WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FAILS PROVDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STDIMDItAIN INLETS ON PENNONS OR DESIGN 'ODD IT THEREFORE DOES NOT RELIEVE THE ENGINEEROFRESPONSIBILITY FOR THE PLANS OR DESIGN OF 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOD HARMLESS THE CITY OF ENCINITAS AND ITS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THESE BANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR SURFACES OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING NTHIN THE COURSE AND SCOPE OF OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM UMBER HIS CONTRACTOR IS RETIRED TO TAKE WE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, TT7ER, AND STORMTION SITE CONTRACTOR MUST SUCH AGENCY AND EMPLO T AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE PTABLE FOR ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE THEIR INTENDED USE - UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE 7-t5 -MB 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SIGNATURE. �� DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAVD CANON DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL A. SEWERS - DSD - (7601 EARTHWORK DATA MEASURE TO PREVENT FROST OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT B. GAS 4 ELECTRIC - SDGE - (760)-438-62T STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3.0 H : 1.0 V CIVIL LANDWORKS CORPORATION WEST AP[> 3j TF P&R S,AR.Es pµCfESS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. C. WATER - OUVEMHAIN WATER DISTRICT-1-760-753-6466 OC COPPERWA 9 WAY, 8117E P TLAELEY s9 D V MAXIMUM VERTICAL DEPTH OF TT = 812 (760) 9 8- CA 92058 PN'PMO"W'116�n a >P D. TABLE TV - COX BELL NI (760)-489-3411 MAXIMUM VERTICAL DEPTH OF FILL = 125 i o 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN E. CABLE n - TX COMMUNICATIONS-(760)-806-9809 X-2233 (760) 908-8745 SxECT UO. jp-TS ORECxSE' r� o ? ACCORDANCE NTH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE CUT = 13UDO C.Y. FILL = 13,000 C.Y. R F1 Rg/3p/1g No CD70068' MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FELL IS TO 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY IMPORT = 16.000 C.Y. Q9 ' EXP.09/30/1 ` BE PLACED. LOOSE FELL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL WINK ON THIS PROJECT. PHONE: (760)-633-2770. REMEDIAL = 16,000 C.Y. `Nl 0/V1 GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 33 - TEMPORARY SELLING OFlc. >�OFCWMk COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 34 - PRECISE GRADING PUN 3. THE CONTRACTOR S HALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTI N. PHONE: 35 -PRECISE GRADING PLAN PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. (76OW13-2770. ALL WORK PERFORMED WTHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO SHEET INDEX - REJECTION AND REMOVAL RETAINING WALL FOR BID BASINS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SHEET NO. 1: THE SHEET SHEET NO. 10: STORM PROFILES SHEET NO. 19: -SHORING SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE INFERVIOUS AREA SHEET NO. 2 NOTES AND DETAILS SHEET NO. 11: EROSION CONTROL PLAN BMP PROJECT STATUS SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 12,000 SOFT SHEET NO. 3: DOVE SONG WAY ROAD SHEET NO. 12 TRAIL DETAILS SHEET NO. 21: IRRIGATION PLAN IMPERVIOUS AREA AFTER CONSTRUCTION: 26.885 SQFT SNEER N0. 4: PRIVATE ROAD SHEET NO. 13: RETAINING WAIL DESIGN SHEET N0. 22: IRRIGATION PLAN AND ORDERLY CONDITION. ALL STONES. ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION PmORRV STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND SHEET NO. 5: GRADING PLAN SHEET NO. 14: RETAINING WALL DESIGN IN LANDSCAPE AREA BEET No. 23: IRRIGATION DETAILS HOA IN ACCORDANCE WHET °MAINTENANCE AGREEMENT INCREASE N IMPERVIOUS AEA: 1I&I15 SOT SHEET NO. 6: GRADING PLAN SHEET NO. IS: FIREWALL STRUCTURAL DESIGN SHEET NO. 24: PLANING RAN FOR PRNATESTORMWATER TREATMENT AND STORMWATER POLLUTION DISPOSED ADDINGOR THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED N ACCORDANCE NTH THE GRADING ORDINANCE. IMPERVIOUS AREA REPLACED: 9 6O) SHEET NO. 7: GRADING PLAN SHEET NO. 17: SHORING BEET NO. 25: PLANTING PLAN CONTROL AND HYDROMODIFlCATION MANAGEMENT FACILITIES SQFf SHEET N0. 8: IMP/HMP PUN SHEET N0. 17: SHORING BY HOMEOWNER'S ASSOCIATION' 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PAID FINAL BUILD OUT. 92614 SOFT SHEET NO. 9: GRADING SECTIONS SHEET NO. 18: SHORING - N0. 7: PLANTING DETA OR 014ERWSE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT _ RETAINING WALL NOTE RECORDED ON 02-0618 HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS _ 4,650 SF, To BE vEREnED SNEYF NQ 2q: AEKWOR &n�WRNrT�AWADU APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 94GRIM AND CITY THEN CmE ��- SITE ALL AREA SF, TO BE VERIFIED BY INSPECTOR BY INSPECTOR SNFE'F N0.3o: 001DW W1.oD RErAAuW 1U AS DOC 76 20180048540 ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 20E PROJECT SHALL IMPLY NTH THE 20/6 4 NEC. SE ION R1 TIA TEE, WHICH ADOPTS THE SYEFf A)G.31 REErEAA Zm5 NEC.2m5 LING 2O5 ITC AND THE 2014 NEC. SECTION R106.1. 4n - SNEER No.32: AAXPmoNAL FIREWALL OE51eN FOREST THE REMOVAL OF ANY AND ALL qn TREES SHALL CI CONSISTENT WITU THE CITAY, URBAN PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OUVENRAIN IPAL WATER DUST. ENCINITAS. FIRE DEPARTMENT FOREST MANAGEMENT PROGRAM. TREES LOCATED DTO CITY STREET RIGHT-OF-WAY, ON CITY ■ ■ PROPERTY, ON LNG CITY EASEMENTS ARE REFERRED AL AS Ott TREES AND SHALL N PROTECTED CMI Pandworks E PLACE DINING CONSTRUCTION UNLESS -ROSPECIFICALLY SYSTEMS APPROVED OCCUR WITHIN E ORATING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCl1R WTIWN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE p CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO RE REMOVED, U• I 3'2R-I$ ,lD. O ) d IT MUST BE PROTECTED IN PLACE, EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT VAIN A CITY 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 S N DATE sl ry CITE SIGN DaTE SIGN 00.7E sIGNI DATE TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL PH: 760-908-8745 • info@civillandworks.mm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DEslcry �D av: DRAv448v: cHECKEO uvuBY: NGINEERING DIVISION APPROVALS CITY OF ENCINffAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. N - o owtJ2 r vbscA& kJcyrC 5HfX SeW 4 -t DESCRIPTION: CLSB-OD62.50 BRASS CAP TNT. D PLANS PREPARED UNDER SUPERVISION OF RECO I D " APPROVED: REPA s r I4A H A 1 u -1-(% LOCATION: NWCORNEROFPASEOTAXCO 8-0-21 BLIc RKS DATE:3-Is-IB ynh 1335 DESERT ROSE WAY 11797-G AU2Zb 2 30 4 516.71 I SttAJ -('3-I AND CALLE ACERVO DATE PLANNNN _ _ u% 2 S 3 b7 10W sto -ICI RECORD FROM: ROB 18416 R.C.E. NO.: 70066 STEV 1 AK CMRIST PHER�L. MM REVISE 599 T 16 E32 SAW\ - 5•V ELEVATION: 220.432 21 ftEv R G/' I -/r 5-z�zo/$ 264-010-27 SS NEW S"tEr 3 -ADD SALSS SIrT DATUM: NAVD88 SEER DATE SPECTOR DAVITV.CARON EXP.: 9-30-1B GATE DATE PLANNING CASE NO: 0 200 TMDBmRIEiA - HEET1 OFF Ar"SHf_. Sy-16-PAC675&GAAO S 2T- -L �CVis6 t,ios�llEnAc<sElTgsq Sq(LV1 ASBUILTS SA?a(/ 9-29-21 ® LDEV-011743-2013 REVISE 3, 7, REPLACE SHEET 5, 20, 21, 22, 32 SiI,A( C(-?V -?D N h n DESCRIPTION STD, DRAWING NO. SYMBOL SUBDIVISION BOUNDARY ........................... — - - — CENTER UNE................................ . EASEMENT LINE ...................... .......... — _ — — LOT LINE .................................... PROPOSED PAD ELEVATION .......................... PAD=126 LOT NUMBER ................................. LOT 8 EXISTING CONTOUR (MAJOR) ......................... � 120� EXISTING CONTOUR (MINOR) ......................... -' - - EXISTING FENCE ................................. - -0�— EXISTING TREE ................................. ^^.....^...,^^.^. EXISTING RCP STORM DRAIN ......................... — — — — EXISTING CURB INLET .............................. EXISTING SEWER MAIN ............................ S EXISTING SEWER MANHOLE .......................... ­­C— EXISTING WATER MAIN ............................. W EXISTING FIRE HYDRANT ........................... M)l EXISTING GATE VALVE ............................ PROPOSED CONTOUR (MAJOR) ....... . .. ....-�� PROPOSED CONTOUR (MINOR) ........................ CUT / FILL SLOPE ............................... JAL DAYLIGHT LINE ............................... . 11--Cot L DIRECTION OF DRAINAGE .:........................ . 3" AC OVER 10° CLASS 2 AGGREGATE BASE (CALTRANS) ........'- 6" ROILED CURB & GUTTER .. ... .... G-4A TYPE B .. .. . 4" ROLLED CURB & GUTTER .. .. ...... SHEET 2 ........ 0"CURB.................................... C & G TO ROLLED CURB TRANSITION ........ G-4B ....... . PEDESTRIAN RAMP ................. G-27 TYPE A ..... �YiY CROSS GUTTER ..................... G-12 ........ PROPOSED DRAINAGE DITCH ............ D-75 TYPE 8...... G WING HEADWALL .................... D 34 ........ PR. RIP -RAP ENERGY DISSIPATOR ........... D-40 ....... . STORM DRAIN (SIZE PER PLAN) ........ ............. ------- CURB INLET TYPE A .................. 0-01 ........ CATCH BASIN TYPE F ................. D-07........ . . ----- TYPE A STORM DRAIN CLEAN OUT ......D-09 ....... . STORM DRAIN CONTROL BOX ..... SHEET 2 ........ -- DG TRAIL ........................ SHEET 2 ....... . PROP. BID SWALE .................. SHEET 2 ........ 0 PROPOSED RETAINING WALL ............. SHEET 2 ...... . PERMEABLE PAVERS ................. SHEET 2 ....... PVT RD PVT RD EASEMENT EASEMENT T LOT 1 12% MAX. I 2% 2% I LOT 4' D/G SIDEWALK BE MA ARIED BY H0A 4° ROLLED CURB. TYPICAL STREET SECTION 4" ROLLED CURB PRIVATE ROAD N.T.S. Q EASEMENT 60' EP Ep [El7TMLI I 6"XI6" ZERO CURB 22 _I 4 10 12AC 12' 2% 2% 2 IOT 'r I ate - r, � 10 rr r Civil Landworks Al -LOT 9 LOT 8 LOT 7 ' LOT 10 I /1 LOT 11 N LOT 6 ' \ LOT 5 I I LOT 12M ` LOT 4 11 I 1 ABBREVIATIONS I7nd N AC = ASPHALT CONCRETE PRO = POINT REVERSE CURVE PCC = PORTLAND CEMENT CONCRETE PM = POINT VERTICAL INTERSECTION EP = EDGE OF PAVEMENT CA = CENTER LINE LOT 13 I TO = TOP OF qR8 CDs = CUL-DE-SAC \^,,, '*x 0 LOT 3 P / i FL =ROW LINE MH = DRIVEWAY ` t ;: FS =FINISHED SURFACE MH = MANHOLE HP =HIGH POINT PVC = POLYVINYL CHLORIDE PIPE BC = BEGIN CURVE FH = FIRE HYDRANT -- LOT 14 ` - \ I l EC = END CURVE EX = EXISTING 0 �4q PCR = POINT OF CURB RETURN PR = PROPOSEDEASEMENT NOTIES oosnN \ ` 1 LOT 2 AO EXISTING ROAD AND uDUTY EASEMENT RECORDED 06-28-1966 AS FILE NO. 105760 OF O.R. I , LOT 15 ` ) @ EXISTING ROAD AND UTILITY EASEMENT RECORDED 08-22-1966 AS FILE NO. 135785 OF O.R. © PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-173340 OF O.R. I M 1 \ 1 I ((�� / @ CITY EASEMENT RECORDED 06-13-RAILS AS FILE N0. 77-23022- 00 O.R. I \ LOT 16 N \ LOT — 31 @ CItt OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC. Oh22-2003 AS FILE N0. 2003-0465152 'J G 1 /`,/ @ SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74-177814 3 PROPOSED 3 © PROPOSED 10' PUBUC RECREATIONAL TRAIL DEDICATE) TO THE CITY OF ENCINITAS PER MAP @PROPOSED 20' SEWER EASEMENT TO CITY OF ENCINITAS PER MAP I \ _ - A — t % B BA� G QI PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER 'MAP `+ C D D JO PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP F - r 2 @ PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - WDTH VARIES -^. H E I ® PROPOSED 8' PARKING LANE EASEMENT PER MAP 9 8 7 10 6 5 @ PROPOSED 5' PEDESTRIAN PATH EASEMENT PER MAP 4 @ PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WIDTH VARIES © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WIDTH VARIES @ PROPOSED 24' WATER EASEMENT TO OMWD PER 2018-0051212 KEY MAP SCALE: 1 =60' OFFSITE 1Q 15' WIDE STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER MAP NO. 18073 @ 20' WIDE ROAD AND UTILITY EASEMENT RECORDED SEPTEMBER 16, 1966 AS FILE NO. 150680 O.R. Q 3V WIDE O.M.W.D. WATER EASEMENT RECORDED JUNE 25, 1997 AS FILE NO. 1977-0297085 O.R. ® 3V WIDE PRIVATE ROAD EASEMENT PER DOC. 73-001447 REC. 1-3-17 Q5 3O PRIVATE ROAD AND unUTY EASEMENT PER DOC. NO. 1997-0152-163 REC. 4-3-97 © 20' SEWER EASEMENT TO CARDIFF SANITATION DISTRICT PER DOC. NO. 1999-0483580 REC. 7-13-99 7U 12' WIDE PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 @ PUBUC ROAD PER DOCUMENT RECORDED SEPTEMBER 27, 1994 AS F/P NO. 94-0572545, O.R. @ PUBLIC ROAD DEDICATED PER MAP 13722 10 12' WIDE PUBLIC SEWER AND PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED PER MAP 14409 u PROP. EORETENTION BASIN, SEE DETAIL SHEET 8 NO.CD70066 WDID/NOI CERTIFICATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER POLLUTION PREVENTION PLAN (SNPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIV TIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOT) 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 FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 11797-G AND BY SWRCB NO. R9-2D09-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY -WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-000. NDI / %t SIGNATURE. DATE: 346-4516% LOT AREA TABLE LOT NO. GROSS AREA (AC) NET AREA (AC) 1 12,621 12,266 2 17,208 12,811 3 15,124 11,897 4 14,214 12,634 5 15,702 14,120 6 1%514 16,990 7 26,279 23,610 8 16,860 15,744 9 159773 14,043 10 21,653 19,996 11 77,251 59,039 12 11,543 %411 13 11,282 99322 14 9,848 8,115 15 10,219 8,499 16 11,590 9,896 9ZbQ 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 PH: 760-908-8745. info@civillandworks.mm CHANCE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1DESIGNED BV: DRAWN BY: CHECKED BY: EN INEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DVC JF DVC UPRATE moT. r2W q-0-111DESCRIPTION: CLSB-006 2.5" BRASS CAP LOCATION: NW CORNER OF PASEOTAXCO AND CALLE ACERVO RECORD FROM: ROB 18416^ ELEVATION: 220432 DATUM: NAV 888 8- -21 INT.120q PLANS PREPARED UNDER SUPERVISION OF DATE: s-+s'-�s R.C.E. NO.: 70066 DAVIDV.CARON EKP.: 9-30-18 REC D: APPROVED: ,y�pys�.�/,r��/4 STEVEN NOWAK CHRISTOPHER L. MA DOSKU Z/-3�-/g $-2-ZO/}� DATE DATE 1335 DESERT ROSE WAY 264-010-27 PLANNING CASE NO: 09-200 TMDBIDRIEIA ^ ASBUILTS 9-29-21 WBLI RKS C I DATE 21 pLANNIN RE ER GINEER DATE SPECTOR SHEET2 OF27 LDEV-011743-2013 \ 11 .S I��+QM�� �✓�,� a9 [.M A � • � n7 i� I �� ���t�•®�' ''�i�I//001��/��� 1�41m p� /`.CI II�Le4" �� � r�/, sI � �'► _Tj�-i�ii FAA FL o 1, 1e� r ra:3•�il�A�! 7LOUa _ J 1- R VAO II ��T17 j •r O I I . . � IIIIIIIIIIIIIIIIII� KIM.i _IRAI CENTERLINE DATA IENGM BEAIMD / DELTA RApUS REMARKS I 3&17 N9' 21' 1200'E - 2 54.61 78T3'16.00' 40.00' 3 261.10 N8T 34 2&OO'E - CURB TABLE LENGTH BFAPNIG / DELTA RAONI6 IEMIARNS I 2.-4S 9(rr/21.8¢ - 4'MOD. WADED C i6 2 m-11 205/41.00 35.004 v MOD. "I 6 Ey 3 29.}3 111 01 c E, 6 4 11000 W33I'L(of - 6" IL01I C If G 5 n-5-} 52101 li.W 56.W C ROM CAG 29. 54.60' 50.00' 6' ROLLED CB.G 7 21.86 NBT 34. 2&WE V ROLLED CAG 8 951 N8r 34. 2&9U'E - 4' ROLLED C&G 9 10.00 N8T 3<' 28.00'E - TRANSITION iD 10' 6 10 5,00 NET 34' 28.00'E - TRANSITION TO 4' OF 11 271.09 SBr 34. 28.0D"W - 8'XI6' RUSH CURB 12 38.19 78T19'1&OS 30.00' 61 FLUSH CURB 13 10.05 SIT 25 091 - nIV FLUSH CURB 14 23.62 Sr 25 091 - 6- NODDED CAG 0 W V Ui to Q W U 0 a W H m 0: Q Y O Of O In 0�1� 0 W CIO a g a J OCC O �j O U r- 1. SEE SHEET 6 AND 7 FOR STORM DRAIN LAYOUT 2Q CONSTRUCT 6' ROLLED CURB PER SDRSD G-4A TYPE A DUTI G 2. SEE SHEET 10 FORSTORM DRAW PROFILES Q DOSTING ROAD AND UTILITY EASEMENT RECORDED 06-28-1966 AS FILE NO. 105760 OF OR O PROPOSED 20' SEWER EASEMENT TO CITY OF FNCINITAS PER MAP E G� 3. SEE SHEET 9 FOUR CULVERT SECTION 03 CONSTRUCT CIIRB TRANSITION PER DETAIL BEET 6 QB EASTING ROAD AND UTILITY EASEMENT RECORDED 08-22-IM AS FILE NO. 135785 OF OR. QI PROPOSED 24 PRIVATE ROAD AND UTILITY EASEMENT PER MAP 4. SEE IMPROVEMENT PLAN 11797-1 FOR SEWER AND WATER UTILITIES _ c� o - 5. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH WRING CONSTRUCTION AND MAINTAINED FREE AND CLEAR OF, Q CONSTRUCT 6' X I6' PCC FLUSH CURB SEE DETAIL SHEET 6 © PAGFlC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FIE NO. 75-173340 OF O.R. Q PROPOSiD 24' PU&1C EASELENT FOR PRIVATE S7PEE15 TO CITY Cf ENpNITAS PER MAP �../ "o' OBSTRUCTIONS, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH 2DI3 CALIFORNIA FIRE AND ENCINITAS FRS DEPARIIENL Q CONSTRUCT D/G SIDEWALK SEE DETAIL SHEET 12 QD OMWIT EASEMENT RECORRDED 06-13-1977 AS FILE NO. 77-230575 OF OR No.CO7001, S 6. EXISTING 30- WATER MAN TO BE POTHOLED, VERTICALLY AND HORIZONTALLY LOCATED PRIOR TO GRADING DOVE SONG WAY. RESULTS ©�'� PRIVATE DRAINAGE EASEMENT PER MAP - WDTIN VARIES EXP.O9/30/1 TO BE SENT TO WATER DISTRICT FOR RENEW © CONSTRUCT CROSS GUTTER PER SDRSIT G-12 Q CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC. 04-22-2003 AS FILE MO. 2003-0465152 sr Civly �gT Q7 CONSTRUCT CURB INLET PER SORSD D-02 TYPE B, L=7 0 SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74-177614 O PROPOSED 8' PARKING LANE EASEMENT PER MAP ��OFCAl4 FIRE DEPARTMENT NOTES: PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL a CONSTRUCT POO DRIVEWAY PER SDRSD G-14C ® CONSTRUCTION NOTES: - ON PROPOSED 5' PUBLIC PEDESTRIAN PATH EASEMENT PER MAP • BE COMPLETED TO THE SATISFACTION OF THE ENCINITAS FIRE DEPARTMENT: OD PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WIDIH VARIES Civit andwrks 1. ALL WET AND DRY UTILITIES SNARL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY O PT�TFCT IN PLK.E - CONSTRUCT 10' WIDE CROSS WALX PER 1RAFFlC PATTERN TD / 7RATICSCA'ES SPECMiCATIONS 2 AS A MINIMUM THE FIRST F1 OF ASPHALT PAVING SHALL IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR a L-I.ODr F'ED R^L.I.�D CJRB.SEE DQrA' 1- �Itgr ® OR EQUIV. PRODUCT SUBMITTAL TO BE APPROVED BY PARKS AND RECREATIONAL DEPARTMENT � PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WIDTH VARIES - U ® O . PRIOR TO CONSTRUCTION ALLEMEFIRE Y VEHICLHYDRANTS 1 D/G SMEACE 10 CONNECT 10 PROPERtt LIMITS Q OONSTRUCT/MlOCATE/ADJUST TO GRADE EX CURB INLET PER SDRSD D-02 TYPE B 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 3 ALL FIRE N1DRAl75 SHALL BE INSTALLED IN AREA APPROVED BY FIRE DEPARTMENT, HYDRANTS SHALL ff EASILY ACCESSIBLE AND USABLE TO FULL CAPACITY. HYDRANTS SHALL BE ACCEPTED BY BOTH FIRE DEPARTMENT AND APPLICABLE WATER DSTRI ® CONSTRUCT CURB RAMP TYPE B PER SDRSD G-27 ® INSTALL TRAIL MARKER PER OECUL SHEET 2 OU PROPOSED TRAIL EASEMENT PER DOC N0. L PH: 760-908-8745 • info@civillandw0rks.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKvD E CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. EUI E WALL AW RA\N sA.T r DESCRIPTION: CLSI2.6• BRASS CAP TNT. D PLANS PREPARED UNDER SUPERVISION OF RECO APPROVED: PRIVATE ROAD IMPROVEMENT PLAN FOR: VISE Fl D W►TER PIPE (1OFILE SM1J L-IS- 9 LOCATION NW CORNER OFPASEOTAXCO 8- 21 PUBLIC RKS DATE •r-Is•N1 1335 DESERT ROSE WAY III KA CKIE C STAR RASSI T.-11•YLY AND CALLE ACERVO DATE / lam' fAi2A1�n/-3%7/4 .c 11797-G PLANNING ADD TRAIL EASEMENT _ RECORD FROM: ROS/8416 R.C.E. NO.: 70066 ST NNOWAK CHRIS ERL IWAGDDSKU ASBUILTS 9 29-21 ELEVATION: 220432 21 REV ER 264-010-27 DATUM: NAVDI GINEER DATE CPEnrnR DAVIDV.CARON EXPI 9-30-16 DATE DATE PLANNING CASE NO. 0 200 TMDBIDRIEIA SHEET 3 OF27 LDEV-011743-2013 m N n - -- ---- -- -- - - -- -- -- --- - - ----- - - - - - - - f - -- -- # - - - -- -= �-- - -'- LSTT / R -1 _ -- - - ---- - -:._-. -- --- --- - - 10T+37T.1C6 TO 13L++520.33 :. -- __-t---.----- - __"_.:_t-L--. �- �-} 1---- ___}._ ___ t _-..-�_.._ -_ --- __ -" i_ � __ __ - _ _- "--L__ __" _ ••--.-_. - _ --._-, __�-_ - --f . - ____. F-m'�` 1 _p__ _-k- _ -. -#---- '-1-._ _ _ 3_ __:_�_-_-- tom'___-�_ __ �C-__. _T-:-_---_•-. _- f-. _1-_�.--_- -r___-- -_` f__ LEI* fi /� � � �Ty /��� ` _. ___.- __-4", _ �iEFi - �43 . �^- '°i• " -7- ..."-. UNDERGROUND UTILTIES AND FACILRIES SHOWN ON THESE PUNS HAVE BEEN EXISTING -.-_- OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE _- --_ � - _-#--:;L �:. -__ �-{- ----- PUNS MAY NOT REFLECT ALL E%ISIING UTILITIES. IXALT LOCATION AND DEPTH OF DOSING _=1___ UHLITIES ARE UNKNOWN, SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING _ ._._. '7 f jj__ t _ UTILITIES PRIOR TO STARE OF WORK. AND NOTIFY ENGINEER OF WORK OF ANY D --_._ ISCREPANCI6. _-: - "-- - __�. -_ '__?--s :_-.-:- _- -" _:- :'. .-:_-- _- __.- _ _: -._F._ H! _. _ - _-- -_ - *__.-. __ __: =t=;. _.. -� 1 ,.__.: - ---:_ ' -F=` __ t ___._- -- _ + -_ 1 '_: _ r - -�=r - # -f 3:= - "=f' - - - --{-.--- - ___ �-_�- {-'-` -- --_ _ - _t _ --_ -- - - '.>._ ___ --- --p---- ---- - ------ ___. __ ..__ __ - 1 - ____ --- t_. 17 _- -_ " - - - _ -_ - - - -" -_ -- ' --t-- E• - __- i p_. - - - " - - -- -- T =.=x -- - "_" - =o:r - #- _ _-: _::.SF E_-E- � -- - _--- E 7 _ �---- 1_.. T_.--- i--1===-t_. __. -'- -_ __- _ _- ___-_-_ .. __ -_ --"__._. --E--- ---E - __ _ ---t-- __ _. _- __ _ __.J4- __`___`- -__ ._. _._ __- .. __ ._- -. ._� ppEE . _ . __ __ - _ __ __ _ _. __ -_ __ __ _ -__.__ 2 ST1s-_ff_,�_82.- " _ --- _ _ -- _ k__ I - -_ -_ _ _ _ __-,__ p t jj _{_ S _ _ ___ rr 1 _ j ___ _ _ _ _ $ _ _ _ _�- --�-_ - - -_#- - - i-. '-_-.-_ -T_. - -_..,.�-, - ._ -. __ _ - - - - - - --t - -- --- -- - -- t -. t -., - _(- I-. �- 160 _ :_ -- _ -- - H. - - - -� - - - i - - -90 - F- -'- -----_-_ - PROFILE SCALES - --I_-_ f--+----- _-._... -- ..."._ _�_-__?:"_ .... •� ___ _.. .-.__:-�� _: .._ :. ..- ___. .� .. _`__.__ - __.___ ___- -_-______... "-_�__ -E-- ____ _•_ -f- _. ---_ _____*- -.__-__ i.._..__,__ -- --- _-_-__. _-° --- -f--_-__ --- --- --1--- -- HORIZONTAL: 1" = 20' [._::. c -:,_ , } =.-: :, __,. _. _::.__. _ . __ .. _.. _"--_ I :_ ,:.d: 1 _. .. c ==c ."_:_- r-= =:v¢==: _'--- __ _ p _ VERTICAL: 1" 4' 20 O 20 40 CENTERLINE DATA 14±00 13+00 12+00 1 +00 10 0 , VV r 1 " 4 J GRAPHIC SCALE LENGTH BEARING /.DELTA RADIUS REMARKS 1 - 95.64 N94,25' 32.00"W _-- 1 �` LOT 7 - -"'21+82.M 13 z a27z z1a15s6^ Oo.ao' 1+58.47 13 13 `� 1 _ - 3 264.07 N21' 39. 47.98•W' - \ 1 13 18 OWY 11 L LOT 3 fi t CURB TABLE 9 LOT 4 � * / LENGTH BEARING / DELTA RAM NENARKS : S i A �' it A u iy f A ..*, 1 50.79 97ro0.000V 30.00 (a C•UR$ I L ^'. 14 +kW1h� fi Tg>wri �zxtl ..• - .° '_, ! 2 10.00 -' S9' 25' 3200•E' TRANSITION TO ID OF 3 10.00 Ss' 25' 3200"E TRANSITION TO 4' OF 1fi220F5 ..:.., , .. , ...x + ,., - it _ 20.33 SO' 25' 32.0VE 4" RLOT .• . , .9FD$ 12 o 9797 \W �t5 40.15. UV15.98" 188.00' a ROLLED C&O AOL ..:_. _s, P�6 214.11 N21' 39' 47.98"W �4" ROLLED ChG __ ' _.. 14 , �AJkt�5119'04.13" 28.00' 47. ROLLED C8G 2631106.06' 36.00' 4^ ROLLED C&G /� 112.22 \ -.. . •: ° . '. -. 11 - :, . . , N r .. ; '... N .v' , - 9 19'270219" 36.00' 4" ROLLED C&G _`� _ _ _ _ _ _ �h) 10 25.08 5119'OOr 2800' 4" ROLLED C&G '' \ SLOT n 7 ' \ - 11 214.11 N21' 39' 47.98 W - 4' ROLLED C&G LOT 13 LOT 14 15 i �ti ,dl '. ?.: m 8 ,"3• I Y c ` l x,;'" +� 12 45.28 1214.15.98' 212(IO 4• ROLLED Ci $ ca I ry+i _ �. ♦� G D 1U ( ** N � y \ \on'.P, LQT 16 5 }: + - --1 f/ 13 44.34 N9' 25' 32.00'W - 4" ROLLED C&G \IC\ v - �-�I-/J 14 /0.00 N9' 25'.3200•W - TRANSITION TO 10" I} 13 C 0 DYIY / I f \ \ 13 +� ,i,�' ,r \_y-15 10.00 N9' 25 3200"W TRANSITION TO 6" OF GENERAL NOTES: 1 ` \ nf`� I � ��pRoposEo 16 4346 e3roo'oo.00• 30.00' 6"CURB fc�-Z) PRIVATE ROAD - 1. SEE SHEET 6 AND 7 FOR STORM DRAIN LAYOUT EASEMENT NOTES OH PROPOSED 20' SEWER EASEMENT TO CITY OF ENCINITAS PER MAP ESS) 2 SEE SHEET 10 FOR STORM DRAIN PROFILES CONSTRUCTION NOTES: I PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER MAP EXISTING 3. SEE IMPROVEMENT PUN 11797-1 FOR SEWER AND WATER UTILITIES O1 CONSTRUCT 40 A.C. PAVEMENT OVER 7" CUSS II AGGREGATE BASE © PERVIOUS PAVERS, SEE DETAIL SHEET fi J PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP c 8 4. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR OF, A c O EXISTING ROAD AND UTILITY EASEMENT RECORDED 06-28-1966 AS FILE NO. 105760 OBSTRUCTIONS, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH 2O13 CAUFORNIA FIRE AND ENCINITAS FIRE //RR DEPARTMENT. 02 CONSTRUCT 6• ROLLED CURB PER SDRSD G-4A TYPE A WpEA PRBFlLLAND PUCURB PER SHFETP9 SDRSD D-01 O EXISTING ROAD AND UTILITY EASEMENT RECORDED 08-22-1966 AS FILE N0. 135785 © PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - YADTH VARIES :� �� FIRE DEPARTMENT NOTES: O3 CONSTRUCT CURB TRANSITION PER DETAIL SHEET 6 10 CONSTRUCT EXISTING CONCRETE SWALE TO INLET © PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-173340 M PROPOSED 8' PARKING LANE EASEMENT PER MAP • FXp,09/30/7 , IAN PATH PER P POSED 5' PUBLIC TREASEMENT PVARIES �r9�'oF PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING r 1NDIRONS OD OMWD EASEMENT RECORDED 06-13-1977 AS FILE NO. 77-230575 OF O.R. MAP ® CONSTRUCT 6" X 16" PCC FLUSH CURB SEE DETAIL SHEET 6 11 4" D/G SURFACE TO CONNECT TO PROPERTY LIMITS 0 PROPOSED PRIVATE FLOWAGE PER WIDTH cAV6 SHALL BE COMPLETED TO THE SATISFACTION OF THE ENCINITAS FIRE DEPARTMENT: CITY OF ■ ■ 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY 50 CONSTRUCT 5" D/G SIDEWALK SEE DETAIL SHEET 2 © CONSTRUCT a ROLLED CURB SEE DETAIL SHEET 6 O FILE NO. ENCINITAS 003 04651RECREATIONAL ARI OPEN SPACE EASEMENT 2EOF O AL TRAILS EASEMENT REC. 04-22-2003 AS © PERM 0 BIOLOGICALVARIES Civil Dan 2 AS A M THE LIFT of ASPHALT PAMNG SHALL BE IN PUCE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR © CONSTRUCT CROSS GUTTER PER SDRSD G-12 0 CONSTRUCT 0' WIDE POO DRIVEWAY PER SDRSD G-14B Q Q rks EMERGENCY VEHICLES.T SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE PROPOSED BIOLOGICAL OPEN SPACE EASEMENT 3. ALLFIRE HYDRANTS SHALL BE INSTALLED IN AREA APPROVED BY FIRE DEPARTMENT, HYDRANTS SHALL BE EASILY ACCESSIBLE No. 74-177814 OF O.R. FOR SOUTHERN MARITIME CHAPARRAL PER MAP - WIDTH VARIES 110 GOPPEflWOOD WAY, SUITE P OCEANSIDE, CA 92050 AND USABLE TO FULL CAPACITY. HYDRANTS SHALL BE ACCEPTED BY BOTH FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. O7 CONSTRUCT CURB INLET PER SDRSD D-02 TYPE B, L=7' 14 CONSTRUCT LANDSCAPING AREA PER LANDSCAPE ©PROPOSED 1lY PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP ®PROPOSD 2$ WATER EASEMENT TO OMWD PER 2018-0051212 PH: 760-908-8745, info@civi1IanAvmka.wm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS GNED BY: DESK DRAWN 13Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VC JF VC UPDATE CLIRB T BLO 4 DESCRIPTION: CLSB-0062.5" BRASS CAP LOCATION: NW CORNER OF PASEO TAXCO AND CALLE ACERVO RECORD FROM: ROG 18416 ELEVATION: 220432 DATUM: NAVD88 -17 1 TNT. D PLANS PREPARED UNDER SUPERVISION OF DATE:t . r-s '^/\�. / J R.C.E. NO.: 70066 �_�•/ DAVIDV.CARON EXP.: 9-30-18 REC D: APPROVED: y '1 STEVEN NOWAK�/ CHRIS PHERT�G L. MAG OSSKU Y'30-/D 52 ZO/8' DATE DATE PRIVATE ROAD IMPROVEMENT PLAN FOR: 1335 DESERT ROSE WAY _.. ._ 264-D1G-27 PLANNING CASE NO: 09-200 TMDBIDRIEIA 11797-G ASBUILTS 9-29-21 PUBLIC RKS CI K DATE 21 PLANNIN REV ER SHEET4 OF27 GINEER DATE SPECTOR 0 C3 Y It 0 a J J_ U co O U W 0 N Q w 0 0- ILL! H U) a 3 0 0 0 v Lu m W pp OL 0� O LDEV-011743-2013 CONSTRUCTION NOTES: -7sff& 8TBRN%0GCT7RMPER SDRSD D CONSTRUCT DRAINAGE DITCH TYPE B PER SORSD 0-75 COLOR TO BE TAN TO UG1T BROWN CONSTRUCT MASONRY NRYWAU(WAY SEE WALL SHEET lz CONSTRUCT E TAN TO LIGHTRETAINING WALL SEE DETAIL /3 AND iH caDR ro BE TAN ro ucNr BROWN QS CONSTRUCT RPRAP ENERGY DISSMATOR PER SDRSD D-40 C/7Y OP ENCINl7A6 �I\ // \ \ \ ` \_ CONSTRUCT TYPE A STORM DRAM CLEAN OUT PER _-_-...� - _ \ �>,\y - J © \ <• ,' - - \_ xe6 / / - , \ �.- O7 CONSTRUCT CURB INLET PER SORB 0-02 I II 196.10R. _ O CONSTRUCT CATCH BASIN TYPE F PER 07 \ �_ -cam= -=' i 1 9Q CONSTRUCT YANG HEADWALL PER D-34 REMOVE EX INLET AND CT CURB NIET TYPE A PER SDRSI1 D-01, L=7 CONSTRUCT RIPE SDRSD 0-82 AND EXTEND RCP STORM DRAIN� i •• �\ _ \� � � � � ilP CONSTRUCT ANSITION PER DETAIL SHEET 8 (� CON 12' OVERFLOW STRUCTURE, SEE DETAIL SHEET 8 W TION BASIN, SEE DETAIL SHEET 8 CONSTRICT 10' HOPE STORM DRAIN \ / 1® CONSTRUCT 12' HOPE STORM DRAIN iBBaaR ' ` I © CONSTRUCT TRIPLE BOX CULVERT PER MSD �D\78G a CONSTRUCT 6' FINE WALL PER 15 4 - - 1•fy'b' r� \ \i72 ® DOUBLE HEADWALL PER SDRSD D-70 �� OF l . 8' OPENING iYTP \ w J ` \ \ \ \ \• l WAIL \\ 1 _ / ) / •.�, �'� ®CONSTRUCT LOT DRAINAGE LITERAL - 6' HOPE CONSTRUCT MASONRY RETAINING WALL FOR BIORETENVO N BASH 30m STEEL GUARD FENCE TO BE INSTALLED AROUND PERIMETER OF SORET ' ` - \ \g \ \ ry.• \ \ \. 5 1 /�\ - / / ( SEE SECTION OF SECTION PLACEMENT PER GRADING SECTSHEETS 9 wTNH BASINS \ \\ \ \ \ �. "' :q y �. •\N ZONE1 ,8 \ / / r��} SEE STRUCTURAL DETAILS SHEETS IS \ v- �5 COLOR TO BE TAN TO LIGHT BROWN /, \ ` \ 2 \ • \\ \ ` II - 1 _ _ - \' \ \ I 1❑ RIPRAP ROCK CUSS NO.2 . T = 1.1' 23 �A1S�R KEYSTO S tt, I .11UG 0 ♦ \\ / \ WAIL -SEE DETAIL- i - \ \ \ '-• I\ 6! - \\ .,�•,�, •• / I 20 PoPRAP RIG( CUSS N0.2 , T = 1.1' L% zq, 30,3 1 LOP �' STRIPE \� _ 4 \ {a••- \ \ II ` / y' \ PAD I W 3❑ RIPRAP ROCK CUSS 140.2 . T = IS , LU Zx 12" BkmKs BgYR OR EAULve. 197.24RI \ = EASEMENT NOTES / \ \\� \ \ \ ♦ \ '; L, \ e./ 6 SLOPE I -\ \ ".�< I DBSTING Q6" HDDE Seew.WORA\1J rn.w \ \ -- - x �O5 �' LWLI Q EXISTING ROAD AND UTILITY EASEMENT RECORDED 06-28-19N AS FILE NO. 105760 OF O.R. _ D\ \ 11 Co Q EXISTING ROAD AND UTILITY EASEMENT RECORDED 08-22-1966 AS FILE NO. 135785 OF O.R. r L \ ��,,; Il\ \ \ \ ;80.�IW `. 4j4/ y SLOT 6D Lu © PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-1733NO OF CA I \\ \ \ \\ \� , `. \// \ ! \ 177.881E \ \ pAp C \ \ PAD--170.00 S \ \ Z OD OMWD EASEMENT RECORDED 06-13-1977 AS FILE NO. 77-230575 OF OR .. \ BO7T. SHAPE \ \ /\ \ ` \, \ = QE CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC. 04-22-2003 AS FILE NO. 2003-0465152 \�/ � AND g411�i11� \ 182.451W` \\ ]I ` \ U QF SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FKE NO. 74-177814 OF O.R. / \ / IS PFPoITIFA \ iTS.1WF'G \ \/z I \d` /� \ Q PROPOSED \ \ \ I \ \ ` ,` ` 174.W1F\ ♦ �. \ \ \ \ x," © PROPOSED 1O' PUBLIC RECREATIONAL TRAIL MEDICATED ro THE CITY OF ENCINITAS PER MAP \\ \ \ \ ) \ ,• `•'''>.. ,1 11 1 .46PL \ -� \ 2H \ \y/\ l \ 1` OH PROPOSED za' SEWER EASEMENT ro CITY OF ENGNTAs PER MAP PROPOSED 24- PRIVATE ROAD AND UTILITY EASEMENT PER MAP \ _ \ ' - ^A' \mac, y.• •• \ Rai. \. /7 \/ J75,60. O PROPOSED 24' PUBUC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP ©PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - 'MUTIi VARIES I Kxarr \ At1 _ _-_ -/E (� PROPOSED V PARKING LANE EASEMENT PER MAP 1 _ \ /\ "'PSI•.. 1 196.01 \ \ \ 1 zC�j \ \ � Rom, .. � \ SPECIAL NOTES: \ \ \ \ \ \� \ oa '�'� \ \ �. 1740DTF \ \\is.A i \ NO PROPOSED 5' PUBLIC PEDESTRIAN PATH EASEMENT PER MAP _' •. \ \, \ OO PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WDiH VARIES 1. IF ONSITE TREES ARE REMOVED DOING 71E COOPEtS HAWK BREEDING SEASON (MARCH IMROUGH ARE), A PRECONSTRUC110N / \ \ \ \ \\ I \ PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - NDI H VARIES SURVEY SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST NO GREATER THAN THEE DAYS PRIOR TO CONSTRUCTION. IF ANY �/-- APPROWIATE AREA \ JJ \ I \ Z Q PROPOSED BIOLOGICAL OPEN SPACE EASEMENT FOR SOUTHERN MAMTIME CHAPARRAL PER MAP - WDTH VARIES ACTIVE NESTS ARE DETECTED. THE AREA SHALL BE FLAGGED AND \ '`<" t„ \ , ' ` E'ER GEOIE'G9ECAL- 1 R PROPOSED 24' WATER EASEMENT TO OMWD PER 2O8-0D51212 LO MIFFED -F THE BUFFER AND UP PLAINS ALONG WON A YEMY / \[ \ \ SyS ffy \ ` O OF T 50-FOOT BUFFER AND T TO A MANMW OF JW AND S ALL \ \ \ \\\� \ SEE SIQ1515-17 y• .,'(1/ - N RAPTORS, AS UNTIL TH N TI THE PROJECT COMPLETE E S SNAIL \ \ 11..-- 1 Of BE AVOIDED UNTIL THE NESTING CYCLE N COWIFIE. THE SURVEY \;�`� '.�'p:..: GENERAL NOTES: RESULTS SHALL BE S1BNT IED TO TIE PLANNING AND BALDING V A A A A V 188847W / I •• 1. SEE SHEET 9 FOR SECTIONS (QD DEPARTMENT PROR TO OU49NCLOT OF TREE REMOVAL ` \ _ ` , � ` � \ �`/`.' \, C '� \ 17550FG 2. SEE SHEET 10 FOR STORM DRAIN AND CULVERT PROFILES O ACTIVITY -.� � \ \ \ A 191.5ZF1 174.001E 3. SEE IMPROVEMENT PLAN 11797-1 FOR SEWER AND WATER UTILITIES W 2. ACTIVI YES SHALL SIRICRY IllOT hER ACTMIq VflILOES \ \ \ C B y l\ `1 '7�" \ \ \ r 4. SEE LANDSCAPE PLANS FOR DESCRIPTION AND DETAIL OF NPoGATION ZONES EQUIPMENT, NO CONSTRUCTION MATERIALS TO THE FENCED \ \ \\ �\ O�, \ I `\ \ \-197.07EX 2 \ `` 5. BUILDING HEIGHTS !)F FUTURE STRIICNRES ON EACH LOT SNAIL BE DO 1 \ \ \ \ \ MEASURED FROM THE LOWER OF NATURAL / EISTING OR FINISHED GRADE PROJECT FOOTPRINT. I I \ \ \ 2.1 \ ; \ \ Q 3 THE PROJECT SITE SHALL BE KEPT DIM OF TRASH. ALL I �y CONTAINERS AND ROWVID FROM RE SITE ONFOOD-RELATED TRASH ITEMS SHALL BE �A DAILY BASIS \ \ \ \ \ \ / \ A �IN WAS) � \\ \ \ \ C ELEVATIONS UI 4. PETS OF PROECT PERSONNEL SHALL NOT BE ALLOWED ON THE \ \ 1/j'�C \ /,�� \ �y� i AU N.. O CL PROJECT SIZE I I \ \ \ 2 BA� �p �I♦ +/�Ji \\ fK '�IB24dEW :. NED FROM AVVAKAB E RECORDS NO UNDERGROUND LFnUnES DWHICHUIN MOST CASES ARE SCHEMATIC SHOWN ON THESE PLANS HAVE THEM F 5. OS'OS/L OR TEMPORARY PUCFIENf ON EXCESS FLU, BRUSH ON \ T" OTHER DEBRIS THEIR IR BA NOT BE ALLOWED N WATERS OF THE UNITED I \ BR.4 QQ I \ ♦`. \ • . i? . Y NOT REFLECT ALL EXISTING UTILRES. EXACT LOCATION AND DEPTH OF EXISTING STALES ON T, OR BARNS "G Y \ \•� ' I UDUTIE� UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL DUSTING 6. ALL EQUIPMENT MAINTENANCE, STAGING, NO DISPENSING OF FU4 I I I I \ I ?B I \ I �\ \ \TRAIL FENCE / / PP�� a U) DESIGNATED AREAS OUTSIDE OF WATERS OF 71E UNITED�ATES I �1. \ \ i,4 UTILITIES D START OF WORK. AND NOTIFY ENGINEER OF MY)IW( OF ANY DI$CTEPNRGE$. Q Y7NN SHALL L BE L PROJECT IMPACT IIY,S TIBIAE DESIGNATED ` I I I I \ \ I D `�\ ' \ / , '� Cr AREAS SHALL A LOCATED N REM EXTENT T PRACTICABLE LE I OS7INBFD AREAS TO THE YAXWMY EXTENT PRACIN;ABIE N SUCH \ \ I I I \ \ 18fA99IX / \ \ / / 0 0 20 40 "`�' � U 3 A MAKER AS TO PREVENT ANY RUNOFF FROM ENTERING WATERS I A V 11 ,162.501E I 0 s # Y 0 O THE UNITED STATES, AND SHALL BE SHOWN ON LEE J I \ \ / \ \ sY No.0070066 -CONS-MNCMM BA-NS F1ElROF EOAPIEN-i SHALL THE PLACE ,:�•�y O "IN ENSTNG PAID AREAS GREATER THAN 10D FEET FROM BEEUNITED ORO�E�TEN CHECKED FOR LEAKS PRIOR TO OPWATM AM REPAIRED AS T'= 20, OFC0 w NECESSARY. 'N04 SNG ZONES SHALL BE DESIGNATED ON (L.d CONSTRUCTION PINS °PH7C SCALE ry.O J a�h000JQ0f >>MATCHLINE SEE SHEET 7 CIA dworks 0 = ` 110 COPPERWOOD WAY, SUIT EANSIDE, CA 92058 PH: 760-908-8745It info@ciAl DESIGNED BY' I DRAWN BY CHECKED BY: CHANGE NO. DEBCRIPEON APPROVED DATE BENCHMARK AS -BUILT APPROVALS wvu I OF ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT WING NO. RE I 5 1>rta CDARIA1�I08 A107LS VOID SHEET '.NW AAA) -O-1 - DESCRIPTION: CLSB-0082.6' BRASS CAP LOCATION: NW CORNER OFPASEOTAKCO AND CALLE ACERVO RECORD FROM: ROB 18416 ELEVATION: 220_432 DATUM: NAVDBB 8- 21 INT. D PLANS PREPARED UNDER SUPERVISION OF DATE: W-at iB - R.C.E. NO.: 70066 0 MNOV.CARON EXP.: 9.30-18 RECOM S DATE tO�D; P EN NOWAK Z/-TO'/f APPROVED: CHRIST HER L. MAGI OSKU 5-2 2019 DATE LOT GRADING AND PRIVATE DRAINAGE PLAN FOR: 1335 DESERT ROSE WAY 264-010-27 PLANNING CASE NO: 09-200 TMOB/DRIEIA EC R 9 - C W7E 21 PLANNING REV R DATE SPECTOR SHEET 5 OF27 VOID SHETETTSEE 5A \ \ CONSTRUCTION NOTES: CpNgTRUC pRgl GF Tq{ 7ypE TANATO DIG BR01W1 PER SDRSD D-75 LOT 15 _. \� Q CONSTRUCT DRAINAGE DITCH TYPE B PER SDRSD D-75 COLOR TO BE TAN TO LIGHT BROWN RANCHO LAS ENCINITAS CONSTRUCT D/cG WALKWAY SEE DETAIL SHEET 12 \ \ MAP 648 CONSTRUCT MASONRY RETAINING WALL SEE DETAIL SHEETS 13 AND 14 - - - \ 1 S -_- \- \ \ 264-550-19 - ® COLOR TO DE TAN TO LIGHT BROWN 205.43FS - _ \ \ -� Q CONSTRUCT PoPRAP ENERGY DISSIPATOR PER SDRSD D-40 � � � � - - � \ � � � _ - - _-�- - N8635�0.93'W _ _ ©CONSTPoICT TYPE A STORM DRAIN CLEAN OUT PER SEXIST) D-09 T CITY OF ENCINITAS' - _ - - - \ - / °Q N8='35'20.93'W - / \ �- - i i 07 CONSTRUCT CURB INLET PER SDRSD D-02 TYPE B. L=7 I204.OBF \ .,5� I P - -� �. \ \ 87'/�` - 778.s4" - - \ \ N� A �1 © CONSTRUCT CATCH BASIN TYPE F PER SDRSD D-07 1 - 10= Q9 CONSTRUCT N1NG HEADWALL PER SDRSD D-34 � IX CHAPARRAL � IX. NETIAND - \ / � ;:. \ ®REMOVE IX INLET AND CONSTRUCT CURB INLET TYPE A PER SDRSD D-01, L=Y m 195.001E \`xlk �'nf \ 11 CONSTRUCT PIPE COLLAR PER SDRSD D-62 AND EXTEND RCP STORM DRAIN 200.52FS �A �© CONSTRUCT CURB TRANSITION PER DETAIL SHEET 6 P ® `� \ f CONSTRUCT 12' OVERFLOW STRUCTURE, SEE DETAIL SHEET 8 \'fL000 LIMITS EX. CHAPARRAL22198.50TG /�` � / - ® BLOREIENTION BASIN, SEE DETAIL SHEET 8 196.001E 24- \ CONSTRUCT IC HDPE STORM DRAIN �� '�� ��0 II X Q CONSTRUCT 12' HOPE STORM DRAIN \O TRAIL FENCE \ �/ `V '/q5 - / / �9j% 1 / // CONSTRUCT TRIPLE BOX CULVERT PER SDRSD D-78G, S=50, H=T �- \ \ W,�g 786.00FL Ps\GP �� - _ - - I ��a' �'P-V -._._..- ® CONSTRUCT 6' ARE WALL PER SHEET 15 AND 32 19 DOUBLE HEADWALL PER SDRSD 0-30 6* HOPE - \ 170 ® 30- STEEL MASONRY RETAINING BE WALL FOR BRWNOTION BSI J FEN INS OF BIORETENnON BASINS 5 -_ / / SEE SECTION OF FENCE PLACEMENT PER GRADING SECTION SHEETS 9 NON -IRRIGATION \ \ \ \.__ZONE 18 I SEE STRUCTURAL DETAILS SHEETS 18 \ _ � COLOR TO BE TAN TO LIGHT BROWN ® tY BROOKS BOX OR EQUIVALENT 189.00HP PoPRAP ROCK CLASS N0.2 , T - ® CONSTRUCT KEYSTONE RETAINING WALL PER � 2❑ PoPRAP ROCK CLASS NO2 , T = Is ®6' HOPE STORM DRAIN \ _. PAD w 3❑ RIPRAP ROCK CLASS NO.2 , T = 1.1' • - 187.26FL / - z EASEMENT NOTES v , x,s L� EXISTING 205.29IX _ / \ W QA EXISTING ROAD AND UTWSY EASEMENT RECORDED 06-28-1966 AS FILE N0. 105780 OF O.R. 4" \ C.n 08 EXISTING ROAD AND UTILITY EASEMENT REGORGED 08-22 1966 AS FILE NO. 135785 OF O.R. 180.53TW %� -LOT f0 -\ o ' 0`P J \ o W © PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-173340 OF O.R. \ \ \ 2W.74R/HP �il177.68TF _� PAD � � \ 1 PAD=170'00 05 5 \ z QD OMWD EASEMENT RECORDED 06 13 1977 AS FILE NO 77-230575 OF O.R. \ BOTf. SLOPE QE CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC.04-22-2003 AS FILE NO 2003-0465152 179.53FL _�_ I 1B248TW' \ - \ (� QF SAN OEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED W/02/1974 AS FILE NO. 74-177814 OF O.R. _ NO O IS PERMITTED FSITE LAND DISTURBANCE 205.29E% �o \ 174.00TF ` \ /moo• Q PROPOSED .� - 172.701E 22 mi © PROPOSED 10' PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP \ 81.4EFL \ \ t/ (2) PROPOSED 20' SEWER EASEMENT TO CITY OF ENCINITAS PER MAP \ 7\ 1\ 23 LOT 11, - '`. Q PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER MAP 04 \ 3 PAD=175.50 24 - � JO PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP \ \ 17L PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - WIDTH VARIES 171ABIE � .881E - a � / 180.95Ian �G Q PROPOSED 8' PARKING LANE EASEMENT PER MAP 201.07EX174.001E J 196.10FT- - 175.SOFG / _ \ \ 89LP _ O PROPOSED 5' PUBLIC PEDESTRIAN PATH EASEMENT PER MAP SPECIAL NOTES: \ - OO PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - 'WIDTH VARIES 00 1. IF ONSITE TREES ARE REMOVED DURING THE COOPERS HAWK \ \ �' 179.95FL \\ 24 \_Ln BR®LNG SEASON (MARCH CONDUCTED BY JUALI E P IOLOGISIRUCPON \ - / 173 yOTG _ © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - W DTH VARIES O SURVEY SHAH BE THREE DAYS P IO A QUALIFIED BIOLOGIST NO \ 1 / 22 - N GREATER THAN THREE DAYS PRIOR TO CONSTRUCTION. IF ANY APPROXIMATE LANDSLIDE AREA 798.53EX \ 17 061E - QO PROPOSED BIOLOGICAL OPEN SPACE EASEMENT FOR SOUTHERN MARITIME CHAPARRAL PER MAP -WIDTH VARIES 0) \ O ACTIVE NESTS ARE DETECTED, THE AREA SHALL BE FLAGGED AND � \ / PROPOSED 24' WATER EASEMENT TO OMWD PER 2016-W51212 Q MAPPED ON THE CONSTRUCTION PLANS ALONG YA1H A MINIMUM PER GEOIECHNICAL 7gy., \� OF A 50-FOOT BUFFER AND UP TO A MAXIMUM O 300 FEET FOR \ SHORING SYSTEM \ \V j1 O RAPTORS, AS DETERMINED BY THE PROJECT BIOLOGIST, AND SHALL SEE SHEETS 15-17 �� \ / t� 162.18 SQ PROPOSED TRAIL EASEMENT PER DOC NO. BE AVOIDED UNTIL THE NESRNG CYCLE IS COMPLETE. THE SURVEY 2 W \ \ // M FGI Q PROPOSED TRAIL EASEMENT PER DOC NO. p RESULACINTS SHALL BE SUBMITTED CE THE PLANNING AND BUILDING FSF \ G 191.52FL:.- , ` \\ 175.50FG, �. J/ 24 I Z DEPARTMENT PRIOR TO COMMENCEMENT O TREE REMOVAL D nn \ 2. EMPLOYEES SHALL STRICTLY UMIT THEIR ACTIWTIES, VEHICLES, C B \ 'r� \-174.00SF _ 1 Q EQUIPMENT, AND CONSTRUCTION MATERIALS TO THE FENCED \ \797.07IX , \ T2 174.91 TG W PROJECT FOOTPRINT n x17984FL 170421E _ _ GENERAL NOTES: 00 3. THE PROJECT SITE SHALL BE KEPT CLEAN OF TRASH. ALL \ , rO5 \ _ FOOD -RELATED TRASH ITEMS SHALL BE ENCLOSED IN SEALED i \ �� 1. SEE SHEET 9 FOR SECTIONS W CONTAINERS AND REMOVED FROM THE SITE ON A DAILY BASS /0 2 SEE SHEET 10 FOR STORM DRAIN AND CULVERT PROFILES 4. PETS PROJECT PERSONNEL SHALL NOT BE ALLOWED ON THE _. _ ¢] ��CF� /\ 3. SEE IMPROVEMENT PLAN 11797-1 FOR SEWER AND WATER UTILITIES 6 '!' 4. SEE LANDSCAPE PLANS FOR DESCRIPTION AND DETAIL OF IRRIGATION ZONES FW- 5 OTHER DEBRIS ISPOSAL OR SHALL OT BE'ALLOWED IN WAENT OF TERS OF THSS ALL. E °UNITED SH ORZ6y �q�C 9A \ - 9y?�J \ 192.43EX \ 5. BUILDING HEIGHTS OF FUTURE STRUCTURES ON EACH LOT SHALL BE F MEASURED FROM THE LOWER OF NATURAL DUSTING OR FINISHED GRADE n STATES OR THEIR BANKS. oio 7 \ LT ELEVATIONS / 6. ALL EQUIPMENT MAINTENANCE, STAGING, AND DISPENSING O FUEL, OIL, COOLANT, OR ANY OTHER SUCH ACTMTIES SHALL OCCUR IN 2.%' \ TRAIL FENCE i / 1 / O } DESIGNATED AREAS OUSSCE OF WATERS OF THE UNITED STATES \ i CAUTION!! O Q STATES, AREAS SHALL BE LOCATED IN PREMOUSLY COMPACTED AND_ \ ':� �� EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PUNS HAVE BEEN O >' MANNER AS PLANS. FUELING ENOFF FROM E A TAKE PLACE \ \ 189.99EX OBTAINED FROM REFLECT RECORDS WHICH TI MOST CT LOCATION ARE SCHEMATIC PUNS. THESE (n p DESIGNATED WITHIN THE FENCED PROJECT IMPACT WATERS OF FLIES DESIGNATED SATED _ OF THE ION A MANNER AS TO PREVENT ANY RUNOFF FDISTURBED AREAS TO THE MAXIMUM T PRACTICABLE ENTERING WATERS SUCH 167.35FL I PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING Y O N \ \\` UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING � O 't `� UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. O r 'WTHIN EXISTING PAVED AREAS GREATER THAN 100 FEET FROM \ .,PO \ T` 3:0� Do WATERS OF THE UNITED STATES CONTRACTOR EQUIPMENT SHALL \ p W I BE CHECKED FOR LEAKS PRIOR TO OPERATION AND REPAIRED AS \ I Z 0- DJ NECESSARY. 'NO-FUEUNG ZONES' SHALL BE DESIGNATED ON Q d O CONSTRUCTION PLANS. \ �M J O CD J`� -_ yo �� CivilMATCHLINE SEE SHEET 7 20 0 20 40 EX�,W7 P.os/Uandworks 3D/zo GRAPHIC SCALE ��� CnIB 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 SCALE. P'= 20' PH: 760-908-8745 • info@civillandworks.com iANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1DESIGNED BY: 1 DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NEW SHEET REPLACE 5 - DESCRIPTION: - INT. o IPLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR LOT GRADING AND PRIVATE DRAINAGE PLAN FOR: ASBUILTS 9-29-21 LOCATION: NW F P T 21 DATE: AND CAI IF ACERVO CI KS DATE PLANNING n 1335 DESERT ROSE WAY 11 797-G RECORD FROM: ROS 18416 R.C.E. NO.: 70066 STEVEN NOWAK rof J. WIMMER 264-010-27 ELEVATION: 220.432 1 RE R DATUM: NAVVVD88 ENGINEER DATE PECTOR DAMD V. CARON EXP.: 9-30-18 DATE DATE y PLANNING CASE NO: 09-200, 18-121 TMDB R IA SHEET 5A OF 3EIIIIIIIIIIIIIIIIE5 g NEW SHEET REFUGE 5 LDEV-011743-2013 F=� 6 " (\� 5' I EL) I W LQT-9 LU PAD=167"00 / � I Lu cn Lu I I1a9 z\ I 11 f_-, I wo v, Mr. / _SPECIAL NOTES: 1. IF ONSITE TREES ARE REMOVED DURING THE COOPERS HAWK / / \ BREEDING SEASON ((yARW THROUGH JUNE), A PRECONSTRUCTION TER SHALL BE THREE D YS ISO RIORA QUALIFIED NsmucnoNNLIF ANY ACTIVE NESTS ARE DETECTED. THE AREA SHALL BE RIGGED AND MAPPED ON THE CONSTRUCTION MANS ALONG WITH A MINIMUM OF A 50-FOOf BUFFER AND UP TO A MAXIMUM OF 300 FEET FOR RAPTORS, AS DETERMINED BY THE PROJECT BIOLOGIST, AND SHALL / 16 �• \ - / ✓ / / / BE AVOIDED UNTIL;THE NESTING CYCLE IS COMPLETE. THE SURVEY _0 - EX WETLAND' / - 1 - �.- I RESULTS SHALL SESUBMITTED TO THE PLANNING AND BUILDING DEPARTMENT PRIOR TO COMMENCEMENT OF TREE REMOVAL ACTIVITY _ _ \ \ 2. EMPLOYEES SHALL STRICTLY UNIT THEIR ACTIVITIES, VEHICLES, --r -- �� EQUIPMENT, AND CONSTRUCTION MATERIALS TO THE TENTED -- � / \ \ \ \ PROJECT FOOTPRINT. 3. THE PROJECT SITE SHALL BE KEPT CLEAN OF TRASH. ALL FOOD -RELATED TRASH ITEMS SHALL BE ENCLOSED IN SEALED CONTAINERS AND REMOVED FROM THE SITE ON A DAILY BASS - l 4. PETS OF PROJECT PERSONNEL SHALL NOT BE ALLOWED ON THE _ _ PROJECT SITE. \ -�.-� 5... DISPOSAL OR TEMPORARY PLACEMENT O' EXCESS FILL. BRUSH OR - _ NON- � \ r OTHER DEBRIS SHALL NOT BE ALLOWED IN WATERS OF THE UNITED \ \ 2 157.01E $ 18 ` �c -.�` / PI STATES OR THEIR BANKS. ,yy,M 6. ALL EOIAPMENT MAINTENANCE, STAGING, AND DISPENSING OF NET, O4 COOLANT, OR ANY 01HER SUCH ACTIMTES SMALL ICON N DESIGNATED AREAS OUTSIDE FAERSOMUNTEDSWITHIN THE FENCED PROJECTAA THESE AREAS SHALL BE LOCATED IN PREVIOUSLY COMPACTED AND DI AREAS TO THE MAXIMUM EXTENT PRACTICABLE IN SUCH IRRIGATION ZONE / I I \ \ Ja. A MANNER AS TO PREVENT ANY RUNOFF FROM ENTERING WATERS / / I \ \ \ \ (� OF THE UNITED STATES, AND SHALL BE SHOWN ON THE - (h CONSTRUCTION PLANS. FUELING OF EQUIPMENT SHALL TAKE PUCE % BOTT OF SLOPE I) \ \$• I \ WITHIN FISTING PAVED AREAS GREATER THAN 100 FEET FROM \ �1< OF SLOPE \ -•+ WATER$ OF THE UNITED STATES CONTRACTOR EQUIPMENT SMALL BE CHECKED FOR LEAKS PRIOR TO OPERATON AND REPAIRED AS _ •r �qq�p- NOCE NO-FUEUNG ZONEV SHALL BE DESIGNATED ON CONSIMTION PLANS am ✓ P BOTT. LOT 8 151•N PAD=164.00 / s f� / fi 1 152.9IGI Ivft" \ \ \ 5.0' CONSTRUCTION NOTES: EASEMENT NOTES O1 CONSTRUCT DRAINAGE g T A PER SDRSD 0-75 EASnNG 12) COLOORRTO BE TAN DITCH TYPE B PER SIJR50 D-75 O LIGHT BROWN D EXISTING ROAD AND UTILITY EASEMENT RECORDED 05-28-1966 AS FILE NO. 105760 OF O.R. 03 CONSTRUCT D/G WALKWAY SEE DETAIL SHEET 12 1@ EXISTING ROAD AND UTIUTY EASEMENT RECORDED 08-22-1966 AS FILE NO. 135785 OF O.R. O CONSTRUCT MASONRY RETAINING WALL SEE DETAIL '„'=c1k13 AND�1N `"� COLOR TO BE TAN TO LIGHT BROWN PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 A5 FILE N0. 75-173340 OF O.R. 4a CONSTRUCT RIPRAP ENERGY DISSIPATOR PER SDRSD D-40 OMWI EASEMENT RECORDED 06-13-1977 AS FllE NO. 77-230575 OF O.R. CITY OF ENCINITAS © ORM CONSTRUCT TYPE A STDRAIN CLEAN OUT PER SMSD D-09 O FILE 140. 2003-046 TIONAL TRAILS EASEMENT GEC. OJ-22-2003 AS Q SAN DEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS 70 CONSTRUCT CURB INLET PER SDRSD D-02 TYPE B. L=7 FILE NO. 7hi77814 OF O.R. 80 CONSTRUCT CATCH BASIN TYPE F PER SDRSD 0-07 PROPOSED 90 CONSTRUCT WING HEADWALL PER SDRSD D-34 © PROPOSED 10' PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP REMOVE EX. INLET AND CONSTRUCT CURB INLET TYPE A 0 PROPOSED 20 SEWER EASEMENT TO CITY OF ENCINITAS PER MAP PER SDRSD D-01, L=7 0 PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER MAP 11 CONSTRUCT PIPE OCULAR PER SDRSD D-62 AND EXTEND RCP DRAM © CONSTRUCT CURB TRANSITION PER DETAIL SHEET 6 JO PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP ® CONSTRUCT W OVERFLOW STRUCTURE, SEE DETAIL SHEET 8 © PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - WIDTH VARIES Q 14 BIOREIENTION BASIN, SEE DETAIL SHEET B PROPOSED 8' PARKING LANE EASEMENT PER MAP I® CONSTRUCT 10" HOPE STORM DRAIN NO PROPOSED 5' PUBLIC PEDESTRIAN PATH EASEMENT PER MAP 16 CONSTRUCT 127 HOPE STORM DRAM 0 PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WIDTH VARIES 1© CONSTRUCT TRIPLE BOX CULVERT PER SDRSD D-783, S=5', H=2 © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WIDTH VARIES 1 CONSTRUCT 6' FIRE WALL PER SHEET(1E 11NP3Z ® © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT FOR SOUTHERN MARITIME CHAPARRAL ® PER MAP - WIDTH VARIES I® DOUBLE HEADWALL PER SORSO D-30 ® PROPO 24' WATER EASEMENT TO OMWI) 2018-0051212 ® CONSTRUCT LOT DRAINAGE LATERAL - 6" HDPE L&;,4 2'L BRCOYCS BtSX Ov, LTpU1VAl�iT CONSTRUCT MASONRY RETAINING WALL FOR BIORETENTION BASINLi 30" STEEL GUARD FENCE TO BE INSTALLED AROUND PERIMETER OF HOPE SroRM DAi1AN BIORETENTION BASINS SEE STRUCTURAL DETAILS SHEETS 18 1.50 SEE SECTION OF FENCE PLACEMENT PER GRADING SECTION SHEETS 9 OP! F COLOR TO BE TAN TO LIGHT BROWN E �T RIPRAP ROCK CLASS NO.2 , T = 1.1' ^ ( I TC ❑2 RIPRAP ROCK CLASS N0.2 . T = 1.1' PER TIC RNI 3 RAP ROC( CLASS N0.2 , T = AWAA)L1 G + WAIL PER / / D z3 CoMsrRLTcT KEYS oANE C \RET PLAN SEE DETAIL SHEETS 28,29,30E 3TRANsnIO0 ea PAD=16.25 D/G SIDEWALK ( APPROVEPERVIOUS 163651P/ PAVERS W/PAD MIN. /8' VCXOSLOPE --\\\ z�AX\ ZD / �/ - I w / / ll61.00HP / /T / / / / / REDOING COURSE 2" THICK OF 1/8" TO 3/8" II �161.94 i '\ t// / / /PAD (N0.8) AGGREGA DOT SLOPE `L VOID RULER -I1/8" TO 3/8" (NO. 8) AGGREGATE INVOIDS a I " CHOKER COURT - 4" THICK OF 3/8" TO i/2" (N0.57) CRUSHED GOO( 20 / / / / - _ - .� / / / CURB PCC FLUSH MN. e" THICKRUSH OF 3/4• CURB yt-- OR DEEPENED � (N0.2) CRUSHED GOO( BONE G-1 CURBSOIL SUBGRAOE -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) / ryn( -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED n Aq \ \LL I LOT 6� /y ' ' I I l I l / / - 0 IMPERVIOUS -EACH COURSE LINER OR FILALL BE LTTEROFABR�IS TO BE USED ACTED BEFORE PLACEMENT OF NEXT COURSE II \ \ \ PAD=160.50` o. = i5�e.olO / - / / / / I I I / PERMEABLE PAVERS DETAIL �.. \I II\' •�.: IFIG .5I2 \ `\ 11FLDN UNITS YEAR/ .I N.T.S. EX. MERINO /�21n� / / PAD R 1 I I I ROT SLOPE � 25 1/2" BDTT OF 1 PROP. WIN PER111m� gg.57 \ s3. `. \tid �tid` \• / 159E I L6T12 P�A{D�162A0 20 y CAUTION!! EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PINKS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLUMS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF COSTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. LT 5 PAD=150.0 MATCHLINE SEE SHEET 7 IH9• , W II IIII � 76 GENERAL NOTES: 1. SEE SHEET 9 FOR SECTIONS 2 SEE SHEET 10 FOR STORM DRAIN AND CULVERT PROFILES 3. SEE IMPROVEMENT PLAN 11797-I FOR SEER AND WATER UTILITIES 4. SEE LANDSCAPE PLANS FOR DESCRPTION AND DETAIL OF IRRIGATION ZONES 5. BUILDING HEIGHTS OF FUTURE STRUCTURES ON EACH LOT SHALL BE MEASURED FROM THE LOWER OF NATURAL / EXISTING OR FINISHED GRADE i GRATE INLET OR TYPE B OPENING HIM / A. 6 TRANSITION ROLLED CURB TO CURB @ GUTTER PER SDRSD G-2 TYPE G, SEE DETAIL ABOVE B. V TRANSITION FROM SDRSD G-2 TYPE G TO 10" GUTTER DEPRESSION C. 4" MODIFIED ROLLED CURB OR 6" ROLLED CURB PER SDRSD G-4 TYPE A D. CURB AND GUTTER PER SORSO G-2 TYPE G E. 1.5' FOR 4" MODIFIED CURB, OR 2' FOR SDRSD G-4 TYPE A F. 6" FOR 4" MODIFIED CURB, OR IS FOR SDI G-4 TYPE A G. WEAKENED PLAN ,JOINTS Y DEEP, RAO EDGES }" CURB TRANSITION DETAIL N.T.S. is I L 2-i/2"\ - �- �_ Y P.I. TRANSITION ANSITION TO TYPE G OR H CURB AT ALL CURB RETURNS, EXCEPTWHERE CURB RAMPS ARE PROVIDED, AND AT ALL CUL-DE-SACS WITH DRAN(ME STRUCTURES. SEE STANDARD DRAWING G-40 FOR DETAILS. • CONCRETE SHALL BE 520-C-2500 • SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. N.T.S 20 0 20 40 GRAPHIC SCALE SCALE: 1"= 20' No.0070066 Civil uandworks 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 PH: 760-908-8745 • info@civillandworks.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MCI D . ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. IZFViSF rnA3smljchnoA.Ao 5 p-13•l4 DESCRIPTION: CLSS-0052.5"BRASS CAP LOCATION: NW CORNER OF FASEOTAXCO AND CALLE ACERVO RECORD FROM: ROB 18416 ELEVATION: 220432 DATUM: NAVD88 8-1 21 INT. D PLANS PREPARED UNDER SUPERVISION OF �j DATE: 3-LS/0 / / I ( R.C.E. NO.: 70066 DAVIDV.CATION EXP.:. 9-30.16 REC ELF Pk APPROVED: STEVEN NOWAK CMRIST PHER L. MAG OSKU �i-30 -/d $�2-$Q/�' DATE DATE LOT GRADING AND PRIVATE DRAINAGE PLAN FOR: 1335 DESERT ROSE WAY 264-010-27 PLANNING CASE NO: 09-200 TMDOMRIEIA /� 11797-G N SR -IS- PUBLIC ASBUILTS 9-29-21 C DATE 1 PUNNING REV ft INEER DATE p�TgR SHEET6 OF27 T U O QN W OO a LIJ OIL T Q U � Y O K O LD 0FYc"cqp z a o g EL CD U U o � LDEV-011743-2013 MATCHLINE SEE SHEET 5 _ MATCHLINE SEE SHEET 6 T .ram CONSTRUCTION NOTES: \ \� ,v i CpN�7RUCT pRA��AC� p�TCX 7}pE A PER SORSD 0-75 / I 159.16 -`•• \ \ / L/ / 18_�_� \ ' \ p O COLOR Tll BE TAN TO tJGMT MOWN PAD \ \ \ \ 40 �OR�TO � TAN T(1 AGE �T I e FSEEDETIAIL •LtVM/\ I, TOP SLOPE w STD - \LO � � ' / �' - � \ 1 1(D TEAR \ \ 03 CONSTRUCT D/G WALXWAY SEE DETALI 156.391C PAD=155.55 , 11 . -- \ --\ �FL(XA1 LIWTS \ � CONSTRUCT MASONRY RETALNMG WALL PAD \• / 1. 14i'lIC �_ \� COLOR TO BE TAN TO LIGHT BROWN BOIL. SHAPE a� T \ 7! i I -fi \ `� 5 CONSTRUCT RIPRAP ENERGY DISSIPATER PER SDRSD D-40 \166.00ri 158.5COM 07E I L(�j �\ \ \ I ` \ �/ ©CONSTRUCT TYPE A STORM DRAIN BEAN OUT OJT PER SMtSD D-09 p _� \ / � 07 CONSTRUCT CURB INLET PER SORSD D-02 TYPE B. L=T 154UILH NQQ §$ / � r / �� 8 CONSTRUCT CATCH BASIL TYPE F PER SCREW D-07 COPISTR11CT WING IEMMNL PER ON D-34 - GIj PAD TOP SLOPE j I //' / � I ls9.aarc/ � � 154701c � \ �•d ' -LOT 3 \ V � / - +- � - / / � J � 1 \ �158"50E `�" \. \ / \ `✓ ` _ ® CONSTRUCT 12' OVERFLOW STRUCTURE, SEE OEi SHEET 8 /�\ / 1 ` A / °4 \ '� "' a \':•• \ PAD=153.50 1 \ .. `' I ___ - �/I •, .11 OWRETENTION BASIN, SEE DEFAx SHEET 8 ®NL•AOu AI cC 062 _ - �y \ C ` `� ,� -rt- - o° sDaso A-SANS.. -uu•r-ee,�l-a�C�--u Fm�t-1-em��_ \: 1T.83FL . 1 r/2157 I© CONSTRUCT I HOPE STORK DRAIN - _ 156.50E \ .IERAID_ / I I 1 CONSTRUCT i2° HOPE STORM DRIJN I �( l' �� \1; N W6.aVE ,I - 0 ®SNcE sH6 1ETG.7M�WVRs.F'W1:7 4 \\' � � , ^,�' \� / / / I ip CONSTRUCT $-3o°5p R3ra STwA OWA,N$ ' 1 / Ao=15s•Dli J� 155.2HP k \ I BOTL CF CEDPE. 1® CONSTRUCT 6' FIRE WALL PER 15 1JD 3z l \' I • r ' t �/ V \\vi ' \� 1a C/ �/ 1�C> -C�5 u�I 1 1 � DOUBLE HEADWALL PER SORSD D-30 ` 152001P +�25 I / - I ® CONSTRUCT LOT DRAINAGE LATERAL - 6" HOPE 1 © CONSTRUCT MASONRY RETAINING WALL FOR BIORETENTION BASIN \ O \ / I . _ ' 30° STEEL GUARD FENCE TO BE INSTALLED MOUND PERIMETER OF BIORE7wTION BASINS �� \� 155BADlF'jll' 1 i52.141C PAD -' V SEE SECTION OF FENCE PLACEMENT PER GRADING SECTION SHEETS 9 1 24-�"- - C? �cl-{ \ ® SEE STRUCTURAL DETAILS SHEETS 18 ✓fit r. SLOPE /\ Y / TOP SLOPE - L < s COLOR TO BE TM TO wHT BROLw J '{ 5 1545OP / W1, ti \ �/ ` 1E -_ - `�- O a \ ® TWO (2) s" PVC STORM PIPES 23 COA7S,iRUC'C KEYSTO31t �Q 150. a-� .� \N\NIL WALL I6a16n j� r I _ RIPRAP ROCK a -ASS NO.2 , T - : 31 \ r c ❑ SNecTs 25,29.3° \ \ \ �' \i, - 154s1E6 I \ �. / 1 M - m 1 sEc LOT 15 a ' i - .. .. " - i 1 (-- E2., �� a 1 z❑ r6PRM Rogc cuss nO.z . t = Lr' PAD=154.00 '�2D sziD\ \ _ / \ a - \ \�• \ ,�11 / I , C y m . \ 3❑ RIPRAP ROCK wss NO.2 , T = 1.1' 3 k' PAD=151.50 ,. -� o \EASEMENT NOTES z 12•s41o�1 �I�E"""°�'� rr��� \ 1 (� - \ DEW a6N dDPfsT-KVMA\N 1 ' � 1 .•� ` \ 156.37FL � �L r/ '1 � 'WWI � O � N8415'25"E 312-./46' - \ (D EXISTING ROAD A111UIRIIY EASEMENT RE - 1%6 AS FILE 140. 705760 OF O.R. li / / \ \ \ a \ \I I ..,'} _ 1 1Td � � / 151,E •^A I \ 1,-PJ7_I - 53°E 138.88' ' \ , `I �� \ \ �B EIOS7ING ROAD AND UTILITY EASEMENT RECORDED 08-22-1968 AS FILE NO. 135785 OF O.R. PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-173340 OF OR EX ERND Q DOW EASEMENT RECORDED 06-13-1977 AS FILE NO. 77-230575 OF O.R. \. ~ \ 19 E- PAD Q CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC. 04-22-2003 AS FIE N0. 2003-0465152 21W Q .51 _ ))) �j 7T"� ii 15A0\�LDr,y ' ( / yy p� I S3� - - t \ SM DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74-177814 \p 1 152.501E PAD=1151249 PROPOSED 14 14g.371M` \\ ® III PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER YM \ I `` 7RAL FENCE V ` \ \ ,,,,,152.SOri 14S9OEG 12, V \ �D } "�, � � \, �jo. � I�y �✓ 145.90FG ,iSO� � LOT' 14855ri � ' \ \ _ O 'SLR EASEMENT TO CITY OF ENCINITAS PER MAP OTr�LIr.N ' 1 I I ��� ,\ • G. \ 157.47FL I 143AO1F 15 ,q - - 7 20 / PAD=148.74 1 21 1151F14Q85iG- !2 /� H, \ Oj PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER MAP (VEVLAVAIL 0.!A '� c 1 ' \ 14 ^ \ \ JO PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER YAP inoolw I `\ \ © PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - WIDTH VARIES 148.55ri - - - 14 - `� ` �\ \ �' k13181.15 B 145.8OG 9 1 1N.00G 144. - 17 E 5 1 s � 0 PROPOSED 8 PARKING LINE FASDEIIT PER MAP \ N NF.161.J HN-tA I 4 On PROPOSED 5' PUBLIC PEDESTRIAN PATH EASEMENT PER MAP SPECIAL NOTES: uD 4 P.157.13V \ OUk151.09_ 147.401G 14085 9 I. IF wSIE TREES ARE REMOVED WRING THE COOPERS HAW( \ \ 1`55• , - 2 ; • VVe 3 142 7A 147.627W 13 1 G 113 18 FL 13930 `\ ...AAA PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WDTH VARIES BIEONG SEASON (MARCH THROUGH SITU£), A PIECONSTRUCPON \ \ \ _ � ` e' ,\ ` \ I ,•. _ 1r �1L 13 U_ y +13.22 6 139.251E 4' 15 L 140.BSFG 5 1� � TI f1A p SURVEY SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST NO \1'.^l�IV6 ,..D\`y` D ` 1.�\ O PROPOSED BIOLO(YCK OPEN SPACE EASEMENT PER MAP -WIDTH VANES GREATER THAN THREE DAYS PRIOR TO CONSTRUCTION. E MY \ _ 4F•� k13+24.84 r r N 142� 47.54TC J I 137.B57F PROPOSED BIOLOGICAL OPEN SPACE EASEMENT FOR SOUTHERN MAPo7NAE 'l/ 6 _ .OUk141.'W 15 9 CHAPARRAL IOL YM -WIDTH VANES ACTIVE NE575 ARE DETECTED, THE AREA LONG BE F7AGGD AID \ _ 1 �i MAPPED w 11E (XIIIS7RUCRw PLANS ALONG WTx A MINIMUM 8 SiA1+58.33 i. \ ` y _ 1 K156.00 .•:. • • - OF A 50-FOOT BUFFER AND IP ro A MAXIMUM OF 3OU FEET FOR :1 1 f r RAPTORS. AS DETERMINED BY THE PROJECT BIOLOGIST, AND SHALL E: 165.86 1-'� O1L156.O0 A.., a - _ / �i 7 T BE AVOIDED UNTIL THE NESTING CYCLE IS COMPLETE THE SURVEY \OUT:1 0. �LW.SPi y G 1 ,` 4\ 1 QU CO-1B 12 A OV PROPO T P STA: 10+90.01 t7 DEPART NT P OR TO MITTEDCOMMENCEMENT CE EN PLANNING FTREE AND BUILDING ) 1 J _ � � � 1 �-, 12 5T ' 1,+80.52 $TM- �WTNENT PRIOR ro COMEMOMwT O TREE REMOVAL TY 2 DPlOfFS SHALL STRICTLY UMIT THEN ACTIMTES, VEIIICIES, / I , B A CO-,D p! IN 12087 EQUIPMENT, T, ANDR CONSTRUCTION O STRUCTION MATERIALS TO THE FENCED P / I 6 SFA12+6461 1 _ _ -- OUl yybp.., ro STM_S ;, 145487C `ETC O� W� 3. THE PROJECT SITE SHALL BE KEPT CLEW OF TRASH. ALL - FOOD -RATED TRASH ITEMS SHALL BE ENCLOSED IN SEINED �. __ t-__ _ i ._ -_ -_ GFPI5LLCM .1�•�TD -s D CONTAINERS AND REMOVED FROM THE SIZE ON A DRILY BASIS __�__ _ 4. PETS ROJ CT PROJECT PERSONNEL SHALL NOT BE ALLO'ED w THE PROJECT SITE - , RT 14497FL _ S DISPOSAL HERD OR TEMPORARY NO P E ALLOY I IXGSS fOF BRIISN OR S, - - STATES DEBRIS SHALL NOT BE MEOWED IN wntws a' THE UNITED Y 154.74FL , 1 + / 14500FL � _��--„- STATES OR THEIR BANKS. _ �- -_ �'°. F9Q E4.EV Pr<IO/Jj 6. ALL EQUIPMENT N MY OTHER STAGING ANDANTI DIS'wLNO CU FIA, ` W r _'��-- 148'23FS i V ry "' • J / STA:CB-1}3312 E \ OE. COGEDRT, EA ANY SIDE SUCH WATERS OF THE SIDLE lX'OR N TIP I, DESIGNATED AREAS QU19DE 6 WAlERS G THE UNITED STALES `1 1S0' "� - / /�-� / I p / �L07 2� OU:t40.4 WTHIN THE FENCED PROJECT WPACT LIMITS. THESE DESIGNATED OUT:1/0.49 AREAS SHALL BE LOCATED IN PREVIOUSLY COMPACTED AND I NP r- - p F \ / / I A POOL 84-640-02 DISTURBED AREAS TO THE MAXIMUM EXTENT PRACTICABLE IN Glw / d - I 1 264-'S40' - A MANNER AS TO PREVENT MY RUNOFF New ENTEPoNc WATERS I ( / f / GENERAL NOTES: ` ✓' - OF THE UNITED STATES, AND MON BE SHOWN THE i CONSTRUCllw PLANS. ROM OF EQUIPMENT SHALL TAKE NME �7 I ( 1. SEE STET 9 FOR SECTIONS \ WTHN EXISTING PAVED ARCS GREATER THAN IOU FEET FROMay .�- - e` - ( r / 2 SEE SHEET 10 FOR STORM DRAW AND CULVERT PROFILES WATERS OF THE UNITED STATES OUNTRACTOR BA PMENT SHALL L). - I $ _ I 0 1 3. SEE IMPROVEMENT PLAN 11797-I FOR SEWER AND WATER UTp1DES JF BEARING LENGTH REMARKS 1 N8734'59'E 67.87' 24° HOPE PRIVATE 2 N873S42"E 89.27' 242 HDPE PRIVATE 3 N8719'00'E 81.67' 18• HOPE PRIVATE 4 N87IW230E 6092' 12' HOPE PRIVATE 5 N2041'54N 56.31' 127 HDPE PRIVATE 6 S69.4847"w 5389' 12" HOPE PRIVATE 7 N2516'16"W 33.02' 127 HOPE PRIVATE 8 S2T757°E 33.1Y 10' HOPE PRIVATE IT: S6'2532"E 13.68' 15° HOPE PRIVATE 10 S82-42.09°E 47.00' 15° HOPE PRIVATE BE CHECKO FOR LEAKS PRIOR TO OPERATION AND REPAID AS - / I vl 4. SEE LANDSCAPE PLANS FOR DESCRIPTION AND DETAIL OF IRRIGATION ZONES \ c p NECESSARY. 'NO-RELNG ZDNES° SHALL BE DESIGNATED ON 187.7i5 I 5. BUILDING HEIGHTS OF FUTURE STRUCTURES w EACH LOT SHALL BE 9 L+ 20Cw5RRucB OP'VNS 20 40 I i I I I MEASURED FRw THE COMER OF NANRAI / E%ISTWG w FINSHED GRADE I o ' i E%ISIIUNG UN"OERGROUND 11ILIE5 AND FACTURES SHOW ES THESE PINS HPLA SEEN Cnril I. a ndwor�s tt0+ r EIEVADONS \ kt N•.0070066 OBTAINED FROM AVAILABLE RECORDS WHICH N MOST CASES ARE SaE1M1K: %SINS THESE \ \ �\ 6. BIORETENNw BASIN RETAINING WALLS TO BE IN PLACE WRING ROUGH I pP,pg/3p/, . ALMS MAY NOT REFLECT ALL EXISTING UN.mES. DACT LOCATI N AND DEPTH OF DISTING -jl- _ \ C+UDWG, BEFORE FILL PLACEMENT, TO AVOID EXCESS BACK CUTPNG FOR d} CIVIV p U11UI,ES ME UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL DOSENG GRAPHIC SCALE , , 1 j I I I �I�� W� PLAT WALLS TO BE GROUTED AUTO DAM PRIOR RO PLACING \ ` 'F7f OFCALW UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 FILL NO HEAVY MACHINERY BEHIND WALLS SCALE: 1"= 20' PH: 760-908-8745 • info@civillandworks.com CHANGE NO. DESCRIPTION APPRDvm DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN Nv: HECKED ev: ENGINEERING DIVISION. APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. E E n0u + •06 DESCRIPTION: CLSB-OD62.5° BRASS CAP INT. DATff PLANS PREPARED UNDER SUPERVISION OF REC : APPROVED: LOT GRADING AND DRAINAGE PLAN FOR: V15BSTONMeT.AWS AM IotLCiFJ+FTiw J - "9-2921 LOCATION: NW CORNER OFPASEOTAXCO 8-17- PUBLIC RKS DATE: -rT�l$ ' ,-� i° 1335 DESERT ROSE WAY 11797-G m EV KNUCKLE ` RM C2.M'4�.✓ AND CALLE ACERVO C DATE PLANNING ///�.,\ S ADO TRAIL EASEMENT RECORD FROM: ROB 18416 IJ / / R.C.E. NO.: 70066 ST EN NOWAK CHRWS PHER L DOBKU ASBUILTS ELEVATION: 220.432 21 264-010-27 - DATUM: NAVD88 DATE SPECTOR DAVIDVCARON EXP.: 9-3D-18 DATE DATE PLANT NGCASENO'. 09-200 TMDBIDR/EIA SHEET OF27 N N 0 U W z LU UW O W F N dy 0 Q O rn 0 XOu O ?i r Za-c g a_ a J 0 j O U LDEV-011743-2013 --- — - ` I Proposed Condition IRRIGATED ZONE a1 \ < \ \ NON-IRRIcnTION ZONE Az lit \\\ ZGE Al / LOT tr l NON-IRRIGATNIN ZONE A2 � A A IRRIGATED ZONE Al 1 �LOT 10 J X, It \ '•;may .\ � q`�� \ � /� / / / � � FLOOD 1 � � T�.� �` I -•L \ ��� \� 1 \ \ SOT BJ J — _ /'�iolo�r'UNITS AR DMA Name Post Project sure a type DMA Area (SF) DMA Area (Acres) Sail Type Poscent 9mpeMws WAAA Penlous 40,569 0.931 D DMAAB Road Pavement 7,225 DADS D DMA -IC Building and hamecaps 28,700 0.059 D DMA -ID Pa%essi in mad 2,825 0.065 D TO I= T9,d08 1.821 46% DMA-2A Peniau 44.079 1.03D D DMA-28 Roatl Pavement 7,036 0.162 D DMA-2C BuiMng and hantseape 3e900 0.847 D Total• 88,814 2.039 49% DNI DG and landscaping 4,266 0.098 D DMAJB Road Pavement 12,754 0.293 D DMA3C TOMH= 17,020 O.M 75% Grand ToMI 184142 L250 'L9 '\ \\ 'tE• a ORIFICE PUTS MN SQUARE \ p \� \\ � \ l �- I /IRRIGATED ZONE Al I\ ` I\ \ \ N1. OTDIMENSIONS 1.0 Fr. GREATERMI MUM AREA OF BIOREIENnON BASINS SHALL BE THE MT LEVEL PORTION OF THE THAN PIPE MA HOT -OP \ \ �' y ,\` "w.j '' +v \ P `O I �T '� \ =--' III ` \ \ \ \ \ \ \ 2. ALL BASI Mg2EITNDON N [EXCLUDING SIBASI BDE ASINS ARE PRKIROY TREATMENT BMPS PER DETAIL THIS SHEET. GALVANIZED PLATE AFTER 1 LIP. HOLES HAYS BEEN DRIUID ` D2 TI ' \ \ \ 'O \ I = \ 1( __ - NON -IRRIGATED ZONE A2 \ \ BMPS BASED ON POTENTIAL RUNOFF POLLUTANTS: MN. 6' INFLOW PIPE \ WETLAND ❑ONSRE STORM DRAIN INLETS ZO ® LANDSCAPE/OUTDOOR PESTICIDE USE 1�CEPLATE PLAZAS SIDEWALKS, AND PARKING LOTS LE h FLANGE / / / / / / � I � •'�• � V — V A \r- I CONNECTION TO CONCRETE ( \ \ } ❑N FIRE SPRINKLER LEST WATER SHALL BE FITTED WITH 30 / / /\m \ \ 1 — \� 1 /"- rj `� ❑ DUROMETER NEOPRENE RING. —. � \ - WE7I.AND ZONE 81 DMA-2 I I, _ 1 NOTE Cf 1_0o DIAMETER (DIM) / _ A \ `� I `� \ \ J 1 i ' - - J / � / LICENSED ENGINEER REQUIRED AT THE FOLLOWIECIAL INSPECTION OF ALL POST NG STAGESNTION PROGRESSNS BY THE ENGINEER PICTURES OF BIORETE°F ORENCORDBBAS OR ANOTHER OQdIL — i / / t 1 �� - - / / / 1CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: BASIN EXCAVATON FLOW CONTROL Oli PUTS -- --- I /I -, _ / / I 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. 18-Me (INSIDE OM) PCC. BOX - m=>_ dam, —ate r , , ,� L Ex wEnLAND- To TE BUILT T--- l LOT I�E 5 D2 rn 1 / i I / isIT OF ENGINEERED waN�Rmu LAYER \ '{�/� ( 5. FINAL BASIN GRADING TG=SEE PLAN ( I V / \ \\\ _ III / ' I I 1 6. FINAL COMPLETED BASIN VIETH VEGETATION ESTABDSHED 5 RISER HEIGHT 3' WELL -AGED, SHREDDED SEE TABLE THIS SHEET HARDWOOD MULCH / / I S i`;; 1-4�/ \ FUEL TREATMENT NOTES: INLET PIPE / / \ / �� I I \ - I \ \ \ IRRIGATED ZONE Al - LOT FRONT, SIDE AND BACK Y T OWNER MAINTAINED) - THE FRONT AND SIDE YARD AREA �. 9 �" Iffi \ WITHIN 50 FEET FROM EACH STRUCTURE AND MINIMUM 30 FEET OF BACKYARD TO THE WTLAND SETBACK WALL SHALL DROUGHTDROUGHTm 1 DEEP ROOTED, DENSE, DRO UGHT \ 7 P V•- / �(1 / \ TO BE OBE (GATED AND INSTALLED. ALLNTAINED TO ZONE Al COMBUUSTIBLE BUILDING ARTERIALS ONLY COMBUSTIBLE DECCKS,S°PR�ONITAS PLANT COVERS AND GAZER S ST ARE TOLERANT PLANTING SUITABLE \ \ \ \ `' / l II 11, r \ / 1 - t WETLAND ZONE B2 ARE PROHIBITED IN THIS ZONE. FOR WELL DRAINED SOIL / 1 ,p t � NON -IRRIGATED ZONE A2 -AION-IRRIGATED WETLAND SETBACK ZONE A2 (HOA MAINTAINED) - THE AREA MTIiN THE ENERGY DISSIPAMIN / 1�` 1 . I I .` \ • Y. YE7lAND " -� WETLAND SETBACK ZONE, 25 FEET IN NDTIR. ZONE A2 WILL BE CLEARED OF ALL EXISTING NON-NATIVE AND 2-3 OF 3/8- GRAVEL I ` ' UD-� I ` \ FLAMMABLE EXOTIC VEGETATION. ONLY NATIVE VEGETATION WILL BE ALLOWED IN THIS ZONE. SHRUBS AND TREES ARE TO BE ANNUALLY MAINTAINED FREE OF DEAD MATERIAL ALL CONSTRUCTION IS PROHIBITED IN THIS ZONE. SEE FIRE l \ ;g \ \ UN FOR FURTHER DETAILS. MIN. 18' MEDIA �' i ` �- / LOT 1 PROTECTION P '$ _. _ - MN. 5 IN/HR HR ` I ��i \ 1 � " LID-2 < \ ei \ WETLAND ZONE BI (HOA MAINTAINED) - ANON-IRRIGAIm AREA BEGINNING AT THE OTTER EDGE OF ZONE A2. ALL FILTRATION RATE VERTICAL IMPERMEABLE UNER I A '' LID-3 \ EXOTIC PLANTS SHALL BE REMOVED WITH THE RESULTING TREATED WETLAND AREA MAINTAINED WITH NATIVE RIPARIAN *SEE NOTE BELOW ,� O o i , II I i1 b T. m A I ( �A \ \ VEGETATION. NO PLANTING OF NON-NATIVE PLANTS SHALL BE ALLOWED WITHIN THE WETLAND ZONE. MAINTENANCE WILL p E TABLE BELOW \' \ BE IN ACCORDANCE WITH THE WETLAND ENHANCEMENT PLAN AS APPROVED BY THE CALIFORNIA DEPARTMENT OF FISH N / RETAINING WALL \\\ € \ I N j - \ AND GAME (SEE APPENDIX G). NONNATVE SPECIES SHALL NOT BE ALLOWED TO REGROW. PER PLAN \\\\ �' °" vv N - POC \ NON -IRRIGATED WETLAND SETBACK THINNING ZONE B2 (HOA MAINTAINED) - THE AREA BEGINNING AT THE OUTER EDGE U \` \ OF WETLAND ZONE Bl. ALL DEAD, DYING, NON-NATIVE, AND EXOTIC FLAMMABLE SPECIES SHALL BE REMOVED BY HALM. Lll' 3' PERFORATED PIPE `1 \ \. - AS GRASSES BEGIN TO CURE THEY WILL BE CUT TO 4' OR LESS N HEIGHT. MAINTAIN A 30% THINNING OF THE CANOPY LU AGGREGATE STORAGE LAYER ORIFICE PLATE SECURED 1 _1COVER FURTHED THE DETAILS.RETAINED PUNTS. ALL CONSTRUCTION IS PROHIBITED IN THIS ZONE SEE FIRE PROTECTION PLAN FOR �' CRUSHED ROCK SEE O6FlCI: DETAIL HEREON / � � r ^-^ ur, -� EMERGENCY WATER PROTECTION SYSTEM (HOA MAINTAINED) - INSTALLED IN TWO LOCATIONS: ON 1TlP OF THE W "SEE TABLE BELOW DIAA-3 _ _ ,,, ,,. i , i NON-COMBUSTIBLE WALL SEPARATING THE WETLAND SETBACK AREA FROM THE BACKYARDS OF LOTS 1-11: AND ALONG THE EXISTING UNCOMPACTED SOILS _ _ - /- -_ _ _ ___ ` NORTHERN AND EASTERN PROPERTY BOUNDARIES OF THE DEVELOPMENT. THIS EMERGENCY WATER SYSTEM, AS DESCRIBED Q j _ IN SECTIONS 5.5 AND SECTION 5.6.1 IN THE FIRE PROTECTION PUN, WILL WATER UP TO 5D FEET OF NATIVE VEGETATION 'BIORETENTION ENGINEERED SOIL'UYER SHALL BE MINIMUM 1B°DEEP SANDY LOAM•SOIL MEN WITH NO MORE THAN 5% CLAY 1 ^� - 'V• •� I DURING THE THREAT OF A WILDFIRE. d CONTENT. THE MX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, MB 20-3D% TOPSOIL \ € '- a /J ' NON-COMBUSTIBLE WALL WITH EMERGENCY WATER PROTECTION SYSTEM (HOA MAINTANEDI - 6 FEET IN HEIGHT LOCATED ON LU TI tt 02 THE EDGE OF THE WETLAND SETBACK ZONE SEPARATING ZONES Al AM A2 AN EMERGENCY WATER PROTECTION SYSTEM B IOFILTRA I ION BE ) /� S I 1 / /�%^ .i \ \ WILL PLACED ON TOP OF THE WALL AS DESCRIBED ABOVE AND IN THE FIRE PROTECTION PLAN. d OU N.T.S. CONSTRUCTION STANDARD - ANY ACCESS GATES TO THE WETLAND SETBACK AREA MUST BE NON-COMBUSTIBLE. IF ImI NON -SCUD GATES ARE USED METAL SCREENS SUCH AS SECURITY SCREEN NTT MINIMUM 1/21NCH MESH MUST BE S Q :=- \ \ INSTALLED OVER ANY GRILLWORK OR OPENINGS ANY ACCESS GATES INTO THE WETLAND AREAS SHALL BE EQUIPPED WITH � � it I v •�� . YU17-2 BMP TABLE ID/ TYPE AREA(SF) SOIL MEDIA (IN) STORAGE LAYER IN RISER HEIGHT N) ORIFICE SIZE 110-1 BIORLTRATION 1,369 18 24 18 1.00 UD-2 BIOFlLTRATION 2,3D4 18 33 18 1.00 UD-3 810FlLTRATION 1,269 18 12 14.4 1.00 DESCRIPTION KNOX BOXES WITH KEYS FOR FIRE DEPARTMENT ACCESS 3 E m 40 o ao so I I III l� J( z IL p I ����� A �/ - —� ¢ern GRAPHIC SCALE - I ,� ` j� _L �— _ n_ -V _�ss: 1U N. Civil glandwnrk-qSCALE: 1"= 40' — — °` .mooseV CACM p 110PH: COPP Bi WOODWAY, SUITE P,r CEA SIDE, CA 92058 OF APPROVED DATE BENCHMARK AS -BUILT APPROVALS DesICNED Bv: DaAwN Bv: CHECuv= Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. -15-14L DESCRIPTION: CLSBm62.6•BRASSCAP INT. PLANS PREPARED UNDER SUPERVISION OF RE C D APPROVED: BMP PLAN 9-29-21 LOCATION: NW CORNER OF PABEO TACO 8- 21 PUBLIC RKS DATE:B-tf IB I /M/J�--/. yyvAp 1335 DESERT ROSE WAY 11797-G AND CALLE ACERVO CI I KS DATE pLANNING �Jta6TP�!✓JQ//t3D,�'e��t RECORD FROM: NOS 18418 R.C.E. NO.: 70066 S yy NOVVAK CHRIST HER L. MA OSKU ELEVATION: 220432 21 REV R t/-iO.1y 5�'2�?LVA 264-010-27 DATUM: NAVD88 GINEER DATE SPECTOR I DAVIDV.CARONEXP.: U-30-18 DATE DATE PLANNING CASE NO: 09-200 TMDBIDWEIA SHEET 8 OF27 LDEV-011743-2013 00 0 N m a U w U) z a w U O a w U) 3 ❑ O O N L m d o a rn o 6 o � i LDEV-011743-2013 to 0 s LDEV-011743-2013 �im`.ACA'AiA:A:A.��������!����.A:�.A���� � �AiA�A1!� 1 1 �JAAAI�A�i , • 11 1 r - II It Avw� AAAA _ �A�AAAAAAA�irA�►�J'A'AAAA'�t "'tea"i�AA� . r : of � �A�r�•� ;,, . �.�AAA�1��A��r�.�i.� , , ►AAAA�. l rl 1 �A AAf t!>'AAO. �' ors � . ���baJ' plo 1••" .ol a � • — �Aj,►jAi��n� �,yLAAAAAAAAAAAA�J�r AJLAGAA�AAAAAAAAAAAA�,��.: _ _ - ° ° r r AJy�'r�'�„►AAAAAA�iAAAQ. ��AAAAAAAO AA4 •• X I it 1 ►A�OI �����i�AAAIAAAAA�• NAAAAAAAA�.`AJ♦ - -_ -I. -_ ` � A<.4 �1 `, , .��A .AAA ♦AAAJ <�AAAAAAAAAAAAAAAAAA�,►ABa.� � � _ - ` -�-r, IIII 1 �„ ���� ' � �hAAAAAAAAA •]I , • �� �te�� - �: ,�AAAAAAAA�. � f �,� AAAAAAAIOA� rl � '`j ' a'�AAA�iAAA�A�AOj�'7WtJ1,1Lafi a�� �� �� ;1 r • 1 r r u�lll� „ull pip t01�A, �`V'I-.������r�-I' �' ��,71�� .. 1 \ I rI� 1 r 11 I ',��/ 1 - 1 : • ' ` t No r V III . r ilil •� 1 �• •, ..,. !1�`,,y ; Wail•� 1 Je�\ . .. ���j�. •.I I 1 1 1 I I IIII 1 1 1 Ll l 111 r . 1 1 • 1 � Irnru,li ii I'i:iii�in� :iii�ii�iii�iiii'llllllll ` ' 1��'^\`' � \ �' L I IlnnPiiriililialriirli pnlllr�'rpr'1n'p11 III, /�,rw\, N !1 1 011111',IIIII „1111�,11'111111 II rr �I„ir iil"IIIUpI II '� ' �(.e``\{ ,y\ A'�G P 'il0 'ill 'iP 'i0 'II 11 IIII II _ - PII IIII I " 11111 lllll II111 ,IIII. Ip • Illlllll�,llll�,lll'III111111111 IIIII �� ' �•� `t\ �ililltll�ll A�UlplpQlO � 11�(������° IA ����. • � 1 ����� pIPI���IIIIj�plplll � le � �, N � I��11111�111 � � ��� �1►'�i�. ( . 11 �lt 1� 14�{ � �� � � vl o l 9i1 I 1 [ X Ili G 11.1 I `�� ••,. o,•.r 11 ������� ��'��79\��•\ ����/'K �'�I� � ! 1 1 •li •.F'•Ile L..:.1. ]i 1 111 •1 I�1�N.;'. tl ►1�` Q' : `I I 1 1 r 1 0•WN e •1 1 or •1 I 9F .� r p ♦�I1a 8 �\t,�` � 1 1 'l��tc 6! - ,.., r ����� I j 1� r ��_ 1 11 If I,'►/1"n1 ��!lJ� _ � ��111 i !N��_ �►1/��1AA` 7• I 'o� ,.o I' �I F, li'r. `.I I.q • to Ai Av Is f Ail 1� a IONIC t \ 1,000,41 Fro are �p�p{� WA ..f - 1 I ► its ' �X' 1 atEa�-+� j� j'1{ • t° 9 � , � SE` a 1 1 to � ® _ • R! � .:ts • i/ S. � ,' 1 I1.. • •I��� N,� b, di � . I I r i ®. 1 liq PPP - �I7©;1F1,a,aiflllm�,/..� 1 1 ♦• X 1 1 l• 1 1� 1 1 •1 1 rp � V ;4. �4 � I�� . ' ,X 1 i191 1't F I lI'' � �M • I ` i s . _ qu --1 I _ l JIGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS oeslGNEo ar: DRAWN BY : CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. REVISE ms un-IT AT 1.13- DESCRIPTION: CLSB-ON2.6'BRASS CAP LOCATION: NW CORNER OFPASEOTAXCO AND CALLE ACERVO ROS 18416 22OA32 DATUM: NAVDSB 6-1 21 INr. I DW I PLANS PREPARED UNDER SUPERVISION OF DATE: 14 �/y/\� / �Y) R.C.E. NO.: 7006G �/�/// DAVIDV.CARON. EXP.: 9-30-15 REC APPROVED: 1 nA 1- /:'-fln.�_s.' CiJ/ALY .Q,R Lrlrfi.RECORDFROM: 1 NO~ CHR� EE L MA�GD S�KUELEVATION: q- 30-/9 .S—LZO/9 DATE DATE. EROSION CONTROL PLANS FOR: 1335 DESERT ROSE WAY 264-010-27 FIN ANNINGCASENO: 09-200 TMDB/DR/EIA 11797-G ASBUILTS 9-29-21 CI DATE 21 kSPER INEER DATE SHEETII OF27 - LDEV-011743-2013 N n n E INSTALLED ON TRAIL T T }-- - SIDALLE SCRE PoSTWSSNAIL BE ESTATE CMS O 8 NOTES J L I / SECURE NTH 2-1/2 NCH 1/2 DECKMATE SCREWS ® 2 O To YX6'X16' RAILS • 2-1/2' DECKMATE SCEWS RECOMMENDED. • ALL MATERIAL COMES N 16 FT LENGTHS AND POSTS SHALL BE CONSTRUCTED USING POST DETAIL ESTATE POSTS TO E SPACED SIFT OC—'I ESTATE CAPS ALTERNATE 2X6X16 RAILS MATCHING 11 INCHES BETWEEN 8 FT OC POSTS FIRST AND SECOND RAIL �� p ALTERNATE S RAILS MATCHING < W 8 FT W POSTS i 14 INCHES FROM GROUND TO RAIL Y I GROUND LEVEL NOTES:— • USE CMSONITE DUAL SIDE RECREATIONAL MARKER (C1B-3066) BROWN (03), CUT AND INSTALL 20X62Xl1' NCH JIG BETWEEN FIRST AND OR APPROVED EQUAL - SECOND RAIL SECURE NTH 2-3. 2-1/2' DECKMATE • DECALS PLACED ON BOTH SIDES _ 3 — _ 1 6 • DETAIL SHOWS TYPICAL SIGNAGE CONSULT CITY FOR SPECIFIC TRAIL SCREWS' DESIGNATION ffi PERMITTED USERS FOR EACH TRAIL SECTION. DECALS AVAILABLE 4 ' I =I =III —III 1 1 I I I 7 THROUGH CARSONITE WT. OR APPROVED EQUAL ,,,:i66 +•�7��JJJ (_ III —III III —III _ • TRAIL MARKERS SHALL E INSTALLED EVERY 1/4 MILE AND AT ALL 40 2'X6'X16' RAILS SECURE WITH 2-3, 2-1/2" DECKMATE INTERSECTIONS _I I— DG SIDEWl1LL -I I_ SCREWS. & INSTALL PER MANUFACTURER'S SPECIFICATIONS • RECOMMENCED �1LIPP�p IER N.T . CMSONFIE INTERNATIONAL e'� TRAIL TREAD 605 BOB GIFFORD BLVD. I ••( �•I(1) FINISH GRADE f BELOW TOP OF HEADER IN TURF AREAS. CUT MID INSTALL 2'X6'X37-1/21NCH JIG BETWEEN EARLY BRANCH, SC 29916 ._.J _ SECOND RAIL TO BOTTOM END OF POST. SECURE 803943.9115 ®I - O 4" SUBMTDEPTH DSAMPLgANCOMPOSED GRANITE APPROVAL STMN2ER. NTH 4, 2-1/2' DECKMATE SCREWS. Qi -REMOVE ALL ROCKS, CLODS ffi OTHER UNDESIRABLE MATERIAL v 1 TRAIL MARKER SET AT 4Y ABOVE FINISHED GRADE `e -COMPACT TO 95X, CROWN AND SLOE TO DRAIN ffi RAKE SMOOTH. Uj p -- Q COMPACT SUBGRADE TO 95% BELOW TRAIL. Li GROUND LEVELQ O TRAIL MARKER WIDTH - 3 3/4' fly Q 27X4'X18' WOW STAKES - POINTED. LOCATE 0 ALL SPLICES, CORNERS AND 9 5' MAX. INTERVALS. PERMITTED TRAIL USERS DECALS (3-X36) - BROWN BACKGROUND/NHITE SYMBOLS QS DESERT ROSE - 8 FEET. ® PROHIBITED ACTIVITIES DECALS (3'X3') - BROWN BACKGROUND/ Q} DOVE SONG - 10 FEET. WHITE SYMBOLS/RED SLASH _ PRIVATE ROAD = 4 FEET SEWER EASEMENT - ID FEET 0 CITY TRAIL IDENTIFICATION (3- DIM) © WHITE TRAIL DESIGNATION (1 1/2') © FINISH GRADE 2' BELOW TOP OF HEADER IN GROUNDCOVERMATIVE AREAS. 18-24' E POSTS 7O TRAIL COURTESY DECAL (3'X3') ( 20X4' PRESSURE TREATED WOOD HEADER (EXCEPT FOR TURNS/CURVES). SHALL BE BURIED SIDE FACING TRAIL SIDE FACING STREET BO SET DEPTH TO ERAL DEPTH MARK (MIN. 18') SE MANUFACTURER'S SPECIFICATIONS ! -(2) EACH 1'X4' PRESSURE TREATED LAMINATE IN CURVES 6' RADIUS ffi LARGER. UNDERG"D ««««< »»»»> 09 FINISH GRAD -(6) EACH 1/4-X4' PRESSURE TREATED LAMINATE IN CURVES LESS THAN 6' RADIUS -SHALL BE (MIN) 10- LENGTHS -NOT REQUIRED WHERE TRIAL IS BORDERED BY HARDSCAPE. ® (2) WOOD SCREWS LENGTH AS REQUIRED NOTE: NOTE: NOTE: ® 0 CROSS SLOPE 2% MAX. TO E INSTALLED ON DOVE SONG WAY. POSTS AND JIGS SHALL BE MADE FROM 16 FOOT RAILS, TO BE INSTALLED AT JUNCTIONS AND DIRECTIONAL CHANGES. ©0 GRADE TRAIL TO 1/Y BELOW HEADER BOARD 0 A COMPOST FENCE DETAIL • ALL WOOD SHALL BE PRESSURE TREATED MOOD. POST DETAIL FOR 2 RAIL FENCE TRAIL MARKER USE 1'%4'%24' SPLICE PLATES 0 ALL BUTT JOINTS, CENTERED ON THE JOINT ffi NAILED TO EACH HEADER W/ N.T.S. N.T.S. N.T.S. (4) WOW SCREWS. V4 • USE DECOMPOSED GRANITE AS TRAIL SURFACE. MATERIAL TO BE APPROVED BY FIELD INSPECTOR. I m I v O O 3 IQ TRAIL EASEMENT 10'-12'. ��.: J::..•,° . `:. "`:Y,7 .:.f l..°... Q 24" SHOULDER (MIN.). .. ....r. ::, oF ./.+. /C(S� 7 O3 TREAD WIDTH 6'-8'. (SEE CITY TRAIL DETAIL FOR SEgFlCARONS). ® Q :: ..'/..•'.' .�'g �:'...::::.'•'':..:. :' �~�: — O 0 O 2:1 SLOPE MAXIMUM FOR TRANSIRW BACK TO EX. GRAD 2 2% MIN. CROSS SLOPE FOR DRAINAGE a.- ... _.:.. j-�+.-". Ir !• . .. % �. O — _I —I —I —I Tl` T`t- r 8 © EXISTING GRADE 5 j f I —III —I 1-1 I— 7 3' MIN. BERM FOR EROSION CONTROL �4J SIDE SLOPES LESS THAN 3.1 ( 09 311 SLOPE (OR ) _ I— —IT' I=1 I- -LESS THAN 11 SLOPE 1= 6 ... , 11.... ... 7 — 1Q LODGE POLE FENCE (SEE CITY FENCE DETAIL FOR SPECIFICATIONS) ! - UPSLOPE — -5 lO 1/ BENCH EXCAVATION WITH BACKTILT 6 D `� ° ° "� 1 ADJACENT ALL BE AND IRRIGATION SYSTEM FOR ALL III- 1 10 SLOPES SHALL BE DESIGNED TO PREVENT RUNOFF ONTO PLAN VIEW TRAIL CME LUMBER COMPANY CROSS SECTION 4 \ -\ EVEGETATE ALL AREAS W DISTURBANCELEGEND, I- 2692 NORTH TONff AVE - O \-�_ //� -L_7) 909.626.359 91767-2299 1Q Y ABOVE GRADE W/ NULIH ) ATTACH W/ WOW SCREWS OR MACHINE BOLTS 10 MIN. 12' .�, Y ABOVE GRADE W/0 MULCIi 8 ANGLE WAlERBM 30 DEG. UPSLCPE 11 NATIVE STONES USED AS DISSIPATOR _ Q 3' BELOW GRADE W MULCH O O 4- BELOW GRADE W/0 MULCH 09 WATERBM SPACING": 1Q 5% MIN. CROSS SLOPE �---)-F`(—(T'---•n� r-'- �"' 17 r �, e Q3 3/8' THICK CONT. RUBBER MN VA9 SLOPE SEA9"MRVAL III III III III —III III ET RETENTION 0.4 LBS./OU. FT. 2-3X 1Wll Tyy { NATIVE UNDISTURBED OR COMPACTED SOIL 4-0 80,NOTE III —III (-III-III— i � ^�'t, J'>.,- ALL POSTS SHALL BE INSTALLED PLUMB AND FIT SMUG, SO AS NOT TO E EARLY REMOVED O 1-10X 50' SUGGESTED IN &GE. AVAILABLE AT: 11 _ OO 2X6 TREATED WOOD 11-15X 50' VALLEY CHAIN ffi GEM INC. - — —I I.,�`i `. 3 RAIL FENCING SIMILAR IN STYLE TO BE USED AT LOCATION SPECIFIED BY CITY 16-20% 20' 1320 GRAND AVENUE, SUITE 2 SIDE SLOPES GREATER THAN 3:1 j - FENCE MATERIALS SHALL E TREATED LODGE POLE AS AVAILABLE THROUGH: © NATIVE DETAILS OR APPROVED GRANITE (SEE Ott .III -III— — TRAIL DETAILS FOR APPROVED $PECIFlCATIONS) "SITE AND SOIL CONDITIONS MAY CAUSE SAN NMCOS, CA 92075 THE PLACEMENT TO BEADJUSTED. 780.744.4200 TRAIL FENCING O N.T.S. TRAIL —WATER BAR TRAIL —ON SLOPES TRAIL FENCING NOTES: 1n N.T.S. N.T.S. Y Q CHAMFER OR DOME TOP ON POST 0 ALL CORNER POSTS. END POST AND EVERY THIRD POST MUST Of O NE SET IN A IV DEEP CONCRETE FOOTING, PITCH SURFACE (2) 3 1/2' LODGE POLE RAIL INSERTED INTO POST TO DRAIN 3: 80 4' D. OF 3/4' CRUSHED ROCK 0 ■ ■ O 96' Lx5' DI0. LODGE POLE POST, W/ SIDES Z civi�Pandworks y ` c DRILLED TO RECEIVE RAILS END POST SHALL 9 CEN ERLINE OF TOP RAIL 8' BELOW TOP E POST Q o z E ROUTED TO RECIEVE RAIL ON ONE SIDE ONLY O '�' No.W70066 a 10 14' BETWEEN CE NTERNE OF RAILS ON 2-RAIL FEND 1 DIP.09/30/1 40 SPACE POSTS 8' O.C. MAXIMUM O 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 cr:�Wd� 05 FINISH GRADE 11 48' EIGHT ABOVE GRADE U PR 760-908-8745 • inlopa oivillandworks.Com © COMPACT SUBGRAD AT POST TO 90% Q 3 RAIL FENCING TO E USED AT LOCATION SPECIFIED BY CITY CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY 1 DRAWN BY 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ASBUILTS 9-29-21 DESCRIPTION: CLSB-0062.5" BRASS CAP TNT. D PLANS P EPARED UNDER SUPERVISION OF LOCATION: NW CORNER OF PASEO TAXCO 40— 8-1 21 PUBLIC RKS DATE: 7�1C-11 REC I M APPROVED: AND CALLEACERVO Cl T S DATE %%Ioe n 1335 DESERT ROSE WAY 11797-G PLANNING JAMES ROBBINS RECORD FROM: ROS 16416 R.C.E. NO.: 70086 STE �J NO�OM ,,/ CHRIST PHER L. MA OSKU ELEVATION: 220_432 21 REV ER </-.$�-7a .S 2-Zp/jj 264-010-27 DATUM: i&VD88 GINEER DATE 1 4SPECTOR DAVIDV.CARON EXP.: 930-1B DATE DATE PLANNING CASE NO. 09-200 TMDRIORIEIA SHEETI2 OF27 LDEV-011743-2013 o ~ i '- N GENERAL NOTES: I. TWE CONTRACTOR SMALL vERIFY DIMENSIONS AND SITE CONDITIONS REFORMS STAMM's WORC AND TIE DESIGNEE¢ SMALL ISE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE SMALL OIMEN5IMS M 5CALED FROM RAMS, WE EMS, OR DETAILS ON THESE DRAWMGB. 2. ALL OMISSIONS AND CONFLICTS BETWEEN TIE VAROIp ELEMENTS OF THE WORKING DRAWMOS AND OR SPECIFICATIONS SMALL BE BRO-GHT TO THE ATTENTION OF THE ENGINEER BETOME PFOOEPDING WITH ANY WORK SO INVOLVED. 3. NO PIPES M DUCTS SWALL M PLACED N WALLS WLSW SPECIFICALLY SHOWN OR NOTED ON STRICTUR4L DRAJ'IINIM NO 8/RICNRAL MEMBER WALL M WT FOR PIPES, DUCT5, ETC., UNLESS NOTED. 4. THE CONTRACTOR SMALL DETERMINE TWE LOCATION OF EXISTING UTILITY WROCES IN TE AREA TO M EXCAVATED PRIOR TO MWNN5i OF EXCAVATION. S. ALL WOROtASMIP AND MATERIALS SHALL CONFORM TO THE REQUIREMIENTB OF THE 2013 EDITION OF TIE 'CALIFORNIA MlLPM CODE'. 6. CONTW CTOR SHALL SUBMIT REINFOISCMG STEEL SWOP DRN• MS FOR REVIEW BEFORE FABRICATION AND INSTALLATION, 1. TRESS DRAWINGS REPRESENT TE FINISHED STRUCTURE AND DO NOT INDICATE TIME METHOD OF CONBTRIGTION. TWE CONTRACTOR 15 REBFOSIBLE FOR ALL TEMPORARY BRACMG, SHORMG AND SUPPORT NECESSARY TO ACHIEVE TIE FINISWED SIRUCTUE, FOUNDATION NOTES: I. M1A(FIISM MGM SOIL PREB&5E: CONT6MOM FOOTINGS: PAD FOOTINGS: 5000 PSI 2. SIM BOILS REP'ORf BYr PETRA (%EOIEINIC ' MC PROJECT NO.: 68$41o4 DATED: OCT 21.2 S. ALL FOOTM E, TO M A MMM M OF, WIELOW NATIIIRAL GRAD[ 2P BELOW PRISM GRADE M ADDENDIUM LETTERS BY: VEATWERIGTIOJ ENGNECRM6 1_IX5 NO. 1611W DATED JUE 3, 2014 ( MARCH 25, 2016 LOG NO. 1S33B DATED MAY 31, 20W 4. FINISH EXCAVATION FOR iOWDATIQJ SHALL DE NEAT AND THE TO LINE WITH LOOSE MATERIAL RE110VED FROM EXCAVATION, 5. THE FOOTII'YP EXCAVATOWS SHALL M KEPT FREE FROM LOOSE MATERIAL AND STANDMG WATER AND, BEFORE ANY FOOTM CONCRETE IB RACED, SMALL BE CHECKED AND APPROVED 5Y A QUALIFIED GEOTECANIGAL EN31N@R TO INSIIE COMPLIANCE WITH THE REQUIREMENTS. 6. BIDE OF FOUDATION MAY M PAD AGAMST STABLE EARTH N.O.N.) 1. METWOD OF SUPPORTING REINFORCING PIPE 5LEEVES MOST BE APPROVED BT TIE STRJCIIIRAL ENGINEER S. OTNTRAOTCR SMALL PROTECT ALL UTILITY LINES ETC., EWOoMmRED DuFm EXCAVATOR AND EAC)SILI.M. 9. CONTRACTOR TO BRACE OR PROTECT FROM LATER41- LOADS ALL RETAMMG WALLS UNTIL ATTAOWMG FLOORS OR SLABS ARE COMPLETELY M RASE AND HAVE ATTAINED FLLL STREMGTWOR SEATWED. 10. FOOTING 3AC9GILL AND UTILITT TRENCH BAO FILL WKWN SUILDIK3 AREA SHALL BE M50JiA4 CALLY COMPACTED IN LAYER, PLODDING WILL NOT M PCRMIMD.(U.O.N.) REINFORCING STEEL NOTES: 1. BAR REINFOIC$FIPNIT SMALL SE, ASTM A6B GR 60 2. TIE'CAR5OM EQUIVALENT* OF ANY REIPFORCM TO M WELDED SHALL EE DETERMINED BY A TEBTMG LAB. F TIE' FMM EWIVALENT' (C.E.) IS LESS THAT 0.W, THEN TIME REIPFO CM STEEL MAY ISE WELDED WITHOUT PREHEATING. IF THE CAFES M EQUIVALENT EXCEEDS OS5e NOTIFY TWE STRJCTIRAL IMMI FOR THE PFWEATING REQUIREMENTS. WELDING WILL NOT M ALLOWED FOR A. CAI613ON EQUIVALENT ABOVE 0T6. WEIMM OF RERFORCM STEEL SHALL SE N ACCORDACE WITH UBC STANDARD NO. B-2. WELDED WIRE FABRIC SHALL CONFORM TO AOTM AIM AND SHALL M LAPPED D INCHES MINIMUM. ElO ELECTRODES SMALL M USED IN WELDING GRADE 40 REBAR E80Xx ELECTRODES SHALL BE WED IN W PM GRADE 60 REBAR 3. vEMICAL BAR IN NALLS SHALL BE ALCLRATELY POSITIONED AT THE CENTER OF WALL N.ON) AND SHALL ISE TIED IN PORTION AT TOP AND BOTTOM AND AT INTERVALS PER CHAPTER B AND 21 OF TWE MST IRO. 4. REIPFOROMG DET4ILMG AND RASING SHALL BE IN ACCORDANCE WITH THE CONCFETE REINFORCING STEEL INSTITUTE MMAUAL OF STANDARD PRACTICE' LATEST EDITION. S. ALL REINFORCING RCING STEEL, ACHOR BOLTS, DOWELS, AND INSERTS 814ALL BE WELL SEOURED N POSITION PRIOR TO RAGMG CONCRETE. 6. RMFPRCM STEEL SWILL BE PROVIDED WITH THE POLLOWMG AMOWTS 6ORJOI. LONER: PoO SB FAM (ORMED)ED /C$ MST EARTH). -........NE R/JPIG. BUIFAOE (FORMED) ExPOBED 10 EARTH OR WEATFER tl THROUGH %EARS . ............................. _................. _..... T 9 4 SMALLER ............ ............. .... ..... ...................I We CONC. NOT ImMOOMD TO EAIM4 OR MEATIER: %A W, NALLS 4 JOIST, R4 a Pe 15AM.............. ...... .._...._.__.._._....---'---......1 FY RI BAR x SMAL.LBW............ _............ ............... _--_ W4' BEAMS, COLUMNS, PRIMARY REINFORCEMENT TIER STIRRUPS SPIRAL&I We 1. CONTRACTOR SMALL S.IDMIT REMORCMG STEEL SWOP ORAMMW FOR REVIEW BEFORE FABRCATION . INSTALLATION. !BUD EMBED 4db f1*1 ER BCH.R db OR Fe R U MN HOOK B"B® MR 8CH. S0 BEND OFFSET MOOK da• DIAMETER m BAR R•3tlb FOR4T0tl R 4db FOR 9 TO R TYPICAL BAR BEND (CONC. AND MAR.) PER BCH.- PER 8CI1: 451Mm. OR 4LGM49. I IA DIA. OR I We MIN. D.. PMM'N PARALLEL EAFB Ti CONCRETE NOTES: I. CONCRETE IN ALL WORK 5M4LL HAVE THE FULL -OHM ULTIMATE COMPRESSIVE STRI TM AT 28 PATS EXCEPT AS MODIFIED BY THERE NOTES: A. SLAB ON GRADE NO W. INSP.) PoI (TYPE I II �MENT FOR B. FLVTINGB am P& F8T W6LLb ,FIRE WALLS) C. WALLS 1211 D. SHAFT a SOLDER PILES 22SS FIN (TTM H OR V CEMENT) E. GRADE BEAMS (GB'8) '-Pm FS! (TYPE I OR n CEMENT) F. CAISSORD MW FS r Y U OR v CEMENT) 2. LIGHT WEIGHT CONCRETE SMALL BE AIR ENTRAINED AND HAVE A DENSIT- RANGE OF 115 PCF MAXIMFI AD 100 P6 MINRRM. 3. COMPRESSIVE 8TRE 1114 TEST REPORTS SHALL BE S1.15IMITMIP TO TWE 194314EER WWEN CONCRETE REQUIRES SPECIAL MBPECTION.(SPEC. NSF. WILL BE REWIRED FOR ALL CONC. WF'L GREATER TRAM 2500 PSI.) a CEMENT SHALL CONFORM TO A5TM C-150, TYPE I OR TYPE IL S. AaGREGA1E5 FOR NORMAL WEIGHT CONCRETE SMALL CONFORM TO MTM C-33. ACGR:GATE FOR LIGHT WEIGHT CONCRETE 514ALL CONFORM TO 6. READY MIX CONOETE 514AL1- M MIKFD AND DELIVERED IN AOCO-DANCE W1114 ASTM L-e4-81. 1. ADMIXNRES MAY M USED WITH THE PRIOR APPROVAL OF THE ENGINEER A0111 RE (COMPLYING WITH ASTM A484) USED TO INCREASE TWE WORKABILITY OF THE OMCRETE SMALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT OMTENT. (CAI CIIUM CHLORIDE SMALL NOT M IMBED). 5- WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOWT OF ACIDS, ALKALIS OR OIYiAWIC MATERALB. e. REFER TO ARCMIlEC1LR4L DRAWNW FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR Op[MIDS REQUIRED TO BE C l INTO CMICREM AND FOR ExTENT OF DEPRESSIONS, cuRM, AND RA9P8. 10. DOWELS BETWEEN FODTNGS AND WALLS SHALL BE TWE SAME SIZE, GRADE AND SPACNG AS vERTCAL WALL REINFORONG (SOX). 1L SLUMPS: THE MAXIMA SLUMP SHALL NOT EXCEED 4' FOR FOOTIN W, SLABS ON EARTH AND MARS CONCRETE AND 5' FOR OTHER CONCRETE. DURNG TEMPERATURES ABOVE 80 F, MAXIMUM OF b' SLUMP IS PEWIWIBLE PROVIDED TALE MIX DESIGN IS REVISED AGCOIRDNGLY BY TWE TESTING LABORATORY. MEASURE 61JN1P N ACCOFA,6V(,E WITH'METHOD OF MST FOR 5LUMP' OF PORTLAND, CEMENT CONCRETE ASTM CI43. n. NO SLEEVES OR CHASES SMALL BE PLACED N BEMs, SLAW OR WALLS EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT SHALL M RACED N TWE CONCRETE TOPPM; OVER STEEL DECKING, 13. SLEEVE MU MISM OPENINGS IN CONCRETE N4L1-5 AND SLABS BEFORE PLACMG CONCRETE. MMP REINFORCEMENT AROUND SLEEVES, FOR SF- INSP LIST 8 NOTES REF SWEET 15 OF IS STRUCUTRAL WALL DESICxN AND SNORING REVIEWED a APPROVED 5Y ESGIL CORD AS PLAN CHECK lro-2531 AND 17-2316 14. PIROJECTM ,DRIERS ON SLABS BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A V CHAMFER 15. COWT TOR SHALL SUBMIT MIX DE NS FOR REVIEW EMPIRE FABRICATION AND INSTALLATION. S. N THE EVENT OF AN WMIENTIMAL COLD JOINT, THE CONTRACTOR SMALL REMOVE ALL LAITENCE AND MLITRIOS MATERIAL TO PROVIDE A BOIMDCLEAN,F000IN SURFACE AND USE A 601WDIIWG AGENT TWAT PRODUCES A HISIER STRENGTH JOINT THAN TWE CONCRETE USED - PC • 29% MINIMUM. M. CONCRETE COVER SHALL M IN ACCORDANCE WITH SECTION 1.1 OF ACI 318. IS. DO NOT DISPLACE RMAR FROM THEIR NMN PED POSITIONS B. FOR ADDITIONAL CONCRETE A SWRRY REVIREMENTS a SOLIDER BEAMS REF SHEET B 0' IT IUD"- PI3i�C�SF 1. CONCRETE MASONRY WALLS &TALL NAVE A MNIMUM 20 DAY COMPRESSIVE STRENGTH LP Re • 2000 MI. COMPRESSIVE STRENGTH OF MASONRY MUST BE VERIFIED BT PRISM 1ESTMG PRIOR TO AND DURRm CONSTRICTION AS SPECIFIED IN UBC SECTION 2M F f11 EXCEED!! 2000 P51 OR IF SPECIAL INSPECTION IS SPECIFIED ON TIE DRAWINGS. 2. CCNCREM MASONRY W ITS SHALL BE MINIMUM MEDIUM HEIGHT WIT$ COFORMING TO ASTM C W, TYPE I, WITH MAX LINEAR BNRINKAM OF 0.06x (1110 a RI MINIMIH). 3, MORTAR SWILL SE TTM 'Be OR'R8', CONFORMING TO UEC TAR: Z 21-A (MIMMIM S00 PSI AT 28 DAYS), AND TO ASTM CIW. A. ALL GROUT SMALL ATTAR A MINIMUM COfiFT IVE STRENGTH OF 2000 PoI AT 28 DAYS. GROUT SHALL ER PROPORTIONED PAR UBC TABLE 21-5 AND WITH SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION OF GROUT CONSTITUENTS. S. ALL CELLS CONTAINING WI FORCINS STEEL OR EMBEDDED ITEMS AND ALL CELL8 IN IETAININi WALLS AND NALO BELOW GRADE SHALL BE SOLID OROIJMP MI.WS OTHERWISE NOTED M RATS. 6. ALL NORIZONTA. fEINFOIIOEMEM SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM WITS. 1. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LMWK HORIZONTAL CONSTRICTION JOINTS SHALL BE FORMED BY STOPPING TWE GROUT POUR 1 VY BELOW TOP OF THE UPPERMOST WIT. B ALL BOO BEAT BLOCK SMALL BE 'DEEP WT' WITS. 4 PROvIDE INSPECTION AND CLEANCUT HOLES AT EASE OF VERTICAL CELLS HAVING GROIJi LIFTS IN IDS ES OF 4'•0' OF WEIGHT. V. ALL GROUT SHALL SE CONSOLIDATED WITH A MECHANICAL VIBRATOR IL ANCHOR BOLTS MUST ISE SET WITH TEMPLATES AND MELD.IN RACE PRIOR TO GRO'JTMG. PROVIDE AT LEAST ONE INCH O GROUT BETWEEN ANCHOR BOLT AND MASONRY. D. A 2M MORTAR KET SWALL M INCLUDED AT MASMRY/FOOTRG INTERFACE US -EBB FIRST COURSE OF BLOCK IB EST N FRESH oolmcwE . MMPVM RERFOICM3 BBD/NOQK EMBEDMENT REWFET1ETlT8 GAR SIZE V tl tl M tl IS RR vrrD. rMuu 6 m n B n 1 IS21 1 23 BAR DIAMETER AND MINIMUM NHN LAP SPLKdMOORAGE LB,GTS IAR 811E 9 RM tl tl M tl 9 Sep RI BAR DIAL.( MOW See 10 5)D 13H l0 I Ue I V4 19I8 I RAS. LAP/PNHOR4GE (MOM) IS 1 24 90 % 42 N 1 DAL 60 bi 1 LM NC. LAP/AIIORAGE(INW) 1 b 1 n 13 1 2l I a 1 54 1 be I el I9'1 N: MN FTC. DEPTH P (BEND EMBED • 3') Ft: SEE BCIEDUL! ASovE FOR MN. REINFORCING BEIWD/HOOC EMBEDMENT REQUIIQEbLTS TYPICAL SPLICE REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL DESCRIPTION APPROVED I DATE I BENCHMARK AND RECORD FROM: CALLF ACERVO ROS 18416 ELEVATION: 22�43� DATUM: NAVD88 1� i LAP 2-WH)flJllT. TYP. NAIL) WX) 32' MAX. TYP. (WA) B'CMJL WHO CONT. a FIRST COME 2-WH) PONT. -TYP MOM.) a EA _ STEM TWC CNANIGE-TTP. WTI) a 34• MAX W/ R' 4 2-SM(14) a 24' WJ 16' CPIU STEM SLOPPED TOE PER GRADING -1 PLAN (5T OP XWERS BAR 2 2__ 1 NAIL i E M CONT.a Jr PoP9T CWI/9E /NAND RAIL:FiNCE PCBT �Ii�GIG��i�`�15L"v71�fGIG�_ i��IGiIBSI PAL PONT-� LOLAtE •S (V) EA. FACE EA SIDE-TYP. PLAN VIEW METAL MINA ILXWAM LW REPS xV S�FENCE 741405'-�4r O.O MAK :0 M,SOME • Y MAGI FN OR PIeTVIDE OWL. RSOMll6� INFO PDN OPPNAND RAIL / FENCE PLACEMENT FORT ALL OTHER REINF. REF. TO TYP WALL SECTIONS LAP. RXVEMJ MINSEE PLAN '-� ADDN'L. REINF. TO FOLLOW "• " ' 1. "'""" '• " •• (MN) (MINJ SAE PROFILE ASSTEPPED ... TYPICAL TYPICAL TYPICAL FOOTING WIEIE AFPLICAELE. CgRJER W.MICAL w4LL eELT1DNrel FOR RI IREF�RNs P�ONMRem�. DOUBLE LAYER REINFORCING SI GLE LAYER REINFORCING FOOTNG SIZE R REAR. RETAINING WALLS' DETAIL TITS &EET. NORK THIS SECTION WITH 'REEF. BAR BEND, SM102 AND MIGORAlaE DETAIL' TYP, STEPPED FOOTING TYPICAL REINF. AT INTERSECTION OF MASONRY AND CONC. WALLS `) AS -BUILT APPROVALS AWL FUTURE FOUNDATIONS (BY Or=) � M m DQ o m NE¢BSARY PORE I:I LME EXTENDINYG DCWNWA® FROM TOE OF FOWINSa TO AWID MASONRY STEM (LOX). BAR LAPS AW, 4 BELOW SMALL TWAT SAFE SSECTIONECTICE AT TE OR / SARI / PODUD. DWL. Me. MASONRY- A ND1ES REINF. PER A _ A. d' 1TP SECTION a . \L ADD', BAM AT WALL ROOTING PONDATIM STEM •. PER TYP. MOTION LEGEND: S2 CONTRACTOR WAS THE OPTION OF EXTENDING 'BAR P TO TOP OF C.M.U. SECTION WITHOUT PROVTDING 'BAR 2'. FF: GONTRACTQ2 TO PROVIDE ADDITIONAL PAL a I6' MAX. INCLINED BARS AT BOTTOM OF ROOTING ONLY WITHIN WALL FOUNDATION 6MPS EXTENDING 2' MIN. HORIZONTAL EACH WAY AWAT FROM STEPS. REFER TO 'TYPICAL STEPPED FOOTM DETAIL' TWIS SWEET. NOTES: I. FOR ACTUAL CONFIGURATION OF NALL POMDATION, FOUDATION REINFORCEMENT, STEM LOCATION AND MINFOICEMENT REFER TO TYPICAL WALL SECTIM(S). 2. ALL BAR ANCHORAIaE/LAP EROES, WOOKS R MR, STEM HT. REM. TO ALSO cONFORM TO TYPICAL 'REINF. BAR BEND, SPLICE 4 ANLHORAW DETAIL' THIS SHEET. 3. IT 16 THE CONTRACTORS RESPONSIBILITY TO VERIFY THE APPLICABILITY OF TIE GUIDELINES FRONDED IN THIS DETAIL TO ACTUAL FELD CONDITIONS. 4, oONiRA M TO LOWER WALL FOUNDATION PRCFILE A5 NECESSARY TO MEET 1MINRSUM DISTA IRS TO DAYLIGHT' REWIRIMENT PER BOILS REPORT. 5. REBFORCEMIENT LABELS USED M THIP. DETAIL (Le. 'BAR I-) ARE FOR REFERENCE MI.T. SEE DESIGN DETAILS FOR AL SIZE AND SPACING. GENERAL CONST. REQUIREMENTS OF L MAS. RETAINING WALLS PIP OE END IN GREASE Y MIN. X 48• LONG (N) RJR. FPR M. RCOTIeII OR XSlK 1RER BOND EPDXY COATED, STAINLESS pRE,yK OR GA.VAWIZrD BMOOIIM BARE MATOI (H) WALL M F. SPACING. DIP ONE ENO IN GREASE PRIOR TO MI LYF.FT I' MIN. GRWTMG P FAM.=: iit IS•MMJOMTFLL MMiBSA1 NYL IF.IGTT EXPANSION JOINT DETAIL (PLAN VIEW) DATE: 01-O3-18 4_jj�L4(_ 64 R.C.E. NO. 61398 STEVE4 NOWAK / CHRIST PHER L. MA- U ERHAT ERGIN EXP.: 6-30-19 DATE DATE PLANNING CASE APPLY a 160' MAX. CIwTU CONTROL JOINT JOINT DETAIL APPLY 0 40�MAX, v HOROWITZ p I,Nv Sac TAYLOR �hfu HTKKUSHKAKI Na SINS S T R U C T U R A L E N G I N E E R S w Flew.2 w 14288 Danielson Street . Suite Ll2W CIVR Poway, CA 92064-8819 F CPU (858) 679-8989 . Fax (858) 679-8959 MENT SERVICES DEPARTMENTI DRAWING NO, 1335 DESERT ROSE WAY JAMES ROBBINS 264-010-27 11797-G 13 fVfA _1 LDEV-011743-2013 0 0 N rn a U T O 3 0 �a 0 �o N D D Pcn J � O rn j y 00 rn � � I porn r l oo =00m 00 LDEV-011743-2013 6° CMII-SOL GIRT 44(V) • 24" e W(H) • 32" E 1fl MIN. MAX. J.O.N.I 3' 1 CLR � 5 CLOSED TIES i 12' DOWELS TO MATCH. VERT. STEEL IN CAISSON IS" SQ GRADE BM W/ 2-5 (T i B) CONT. OVER CAISSONS W/ 30" 30" MN. MIN. LAP AS READ. LAP 4-03 CLOSED TIES e 2" a TOP 70 K F® D R ILL _ 03 TIES ® 121, 1006 CAISSONS s S'-0" O.G. 4 N REMAINDER Hr w 2° CLR. gPNO OF 5 REINF. ER SCH. DIAMETER FIRE WALL OVER UNDOCUMENTED FILL EXCEEDING 2ft. ® NOICATES TOP OF BEDROCK ELEVATION TO BE VERIFIED PER SOILS ENGINEER HT OF IAJDOCUIENTED FILL CAISSON EMBED CAISSON REINF. 2'-0" 5'-6" 4-5 4'-0' 6'-0" 4-5 6'-0' 6'-6' 4-5 5-5 10'-0' 1'-0' 5-5 12'-0' 1'-6' 6-5 14'-0' 1'-6' 6-5 W/9.•9 T 4 9 FIRE WALL ON FORMATIONAL SOILS / U 1 spares HTK TAYLOR Z �a� sek AYLOR KUSHKAKI Na 61%q STRUCTURAL ENGINEERS CI pg�q�q 142M Danielson Street . Suite N200 4 CrvR Poway, CA 92084-8819 3 a N�� (858) 679-8989 . Fax (858) 679-8959 JDANGE140. DESCRIPTION APPROVED DATE BENCHMARK �-�• AS-BUILTAPPROVALS nEswNED Dn nRAWN DY`. H ED BY: ENGINEERING, DIVISINN APPROVALS ICiTY ❑F ENCINITAS — DEVELUPMENT SERVICES DEPARTMENT DRAWING NO. • =Nm��TaxuN -N q t . W0111 •r DATE: 01-03-18 R.C.E. NO.: 61396 Exp.: 6-30-19 REC 1335 DESERT RUSE WAY 264-010-27 11797-G LDEV-011743-2013 GENERAL SHORING NOTES I. CONSTRICTION SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE AND APPLICABLE REGULATING CITY OF ENCINITAS REQUIR9$TT15. 2. WORK SHALL BE PERFORMACCORDANCE PERFORMED IN ACCOANCE WITH THE 2013 EDITION OF THE TSTATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL -OSHA). 3. THE DESIGN OF THE TEMPORARY WORKS; SYSTEM 18 BASED UPON RECOMMENDATIONS, CONTAINED IN THE SITE INVESTIGATION, REPORT 4 REFERENCE UNDER "FOUNDATION NOTE8' ON SHEET 12 OF W 4, THE SHORING SUS QONTSACTOR SHALL FAMILIARIZE WITH DATA THEREIN AND A COPY OF THE SOILS'REPOIRT AND APPLICABLE SUPPLEMENTAL LETTERS WILL BE AVAILABLE AT THE JOB SITE. 5. THE LOCATICNB CF EXI5T NEW UNDERGROUND UTILITIES ARE BHICAN IN AN APPROXIMATE WAY ONLY, AND ALI_ UTILITIES MAY NOT BE BHIOHN. 6. THE SHORING/GENERAL CONTRACTORQHALL CONTACT UNDERGROUND SERVICE ALERT AT Oil At LEAST TWO WORKING 17Al[G BEFORE COMMENCING ANY EVACUATION. ' *,,, 1. HEAVY VEHICULAR TRAFFIC SURCHARGES, SUCH' CRANES, CONCRETE TRUCK$, MATERIAL TRICKS OR MATERIAL STORAGE LOAD SHALL BE PROHIBITED WITHIN 10 FEET OF THE SOIL SIDE OF THE SNORING BUL AD EXCEPT FOR TEMPORARY CONSTRICTION RAMPS AT THE FRONT SIDE SNORING BULKHEAD OR AS DESIG4ATED ON PLANS.. S. DUST SHALL BE CONTROLLED AT ALL TIMES WRING SHORING INSTI" ATION, EXCAVATION AND GRADING. ' 9. PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING EXCAVATI OVER TOP OF SHORING. m. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, STRUCTURAL AND SITE SURVEY DR41,411456 FOR SOLDIER BEAM LAYOUT. EXISTING GRADES AND BOTTOM OF THE STRUCTURES FOUNDATION ARE ESTIMATES ONLY AND MAY NOT REFLECT THE EXACT FIELD CONDITIONS. RI. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER THE CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENG INEERIFEPRESENTATI VE. O. NO TRENCHES OR EVACUATIONS 5 FEET OR GREATER IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND SHALL BE CONSTRUCTED BEFORE OBTAINING THE NECESSARY PERMITS FROM THE STATE OF CALIFOR41A DIVISION OF INDUSTRIAL SAFETY AND PRIOR TO THE ISSUANCE OF A BUILDING OR GRACING PERMIT. 13. THE SHORING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE CODES, THE APPROVED SOILS REPORT AND A DRAINED SOILS CONDITION. 14. AFTER THE PERMANENT SUBTERRANEAN PORTION OF STRUCTURE IS COMPLETE, SOLDIER BEAMS WITHIN OWN PR ARTY WALL HAVE A PORTION OF THE TOPS OF SOLDIER BEAMS AND LAGGING REMOVED AS REQUIRED FOR LANDSCAPING PURPOSES. CONSULT WITH THE GENERAL CONTRACTOR MID/OR ARCHITECT FOR IEQUIREMENTB. SOLDIER BEAM SURVEY MONITORING (BY OWNER) I. SOLDIER BEAM SURVEY MONITORING SHALL BE CONDUCTED ON A PERIODIC BASIS UNTIL THE PERMANENT STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED LATERAL LOADS. 2. CONTROL POINTS, INITIAL SOLDIER BEAM OFFSETS AND WEEKLY MONITORING SHALL BE PERFORMED BY A CALFORNIA STATE LICENSED SURVEYOR 3, A PHOTCGENICMPNO SURVEY OF THE ADJACENT STREETS AND STRUCTURES SHOULD BE PERFORMED TO ESTABLISH THE PRE -EXCAVATION BABE -LINE CONDITIONS. PRIOR TO ANY EXCAVATION, SURVEY MONITORING CONTROL POINTS AND INITIAL SOLDIER BEAM OFFSETS SHALL BE ESTABLISHED TO MONITOR THE HORIZONTAL AND VERTICAL MOVEMENT OF THE SOLDIER BEAMS. 4. INITIAL AND PERIODIC READINGS SHALL BE SUBMITTED TO BUILDING 4 SAFETY, SHORING/GENERAL CONTRACTOR SHORING ENGINEER AND GEOMO-INICAL ENGINEER. 5. MONITORING READINGS SHALL BE SUBMITTED WITHIN .$ WORKING DAYS AFTER THEY ARE CONDUCTED. ADDITIONAL READINGS SHALL BE OBTAINED WHEN REQUESTED. 6. CONTROL POINTS SHALL BE ESTABLISHED OUTSIDE THE AREA OF INFLUENCE OF THE SHORING SYSTEM TO ENSURE THE ACCURACY OF THE MONITORING RE,ADINIGS. 1. THE PERIODIC BASIS FOR SHORING MONITORING SHALL BE AS FOLLOWS: A. INITIAL MONITORING $HALL BE PERFORMED PRIOR TO ANY EXCAVATION. M ONCE EXCAVATION HAS BEGIN, PERIODIC READINGS SHALL BE PERFORMED WEEKLY UNTIL THE EXCAVATION HAS REACHED THE PROJECT'S ESTIMATED SUBGRADE AND PERMANENT WALL FOUNDATION 18 COMPLETED. AT THIS TIME THE $HOPING ENGINEER SHALL EVALUATE THE PERFORMANCE OF THE SYSTEM TO DETERMINE FUTURE MONITORING REQUIREMENTS. C. IF THE PERFORMANCE OF THE SNORING SYSTEM IS WITHIN ACCEPTABLE GUIDELINES, AS ESTABLISHED BY THIS SPECIFICATION (SEE ITEMS NO 8 AND 5), THE SHORING ENGINEER W1TW THE CONCURRENCE OF THE CITY OF LA JOLLA, MAY PERMIT THE PERIODIC READINGS, TO BE PERFORMED ON A BI-WEEKLY BASIS. ONCE INITIATED BI-WEEKLY IEADINGB SHALL CONTINUE UNTIL THE STREET LEVEL FLOOR IS COMPLETED AND CAPABLE OF TRANSMITTING LATERAL LOAD$ TO THE PERMANENT STRUCTURE. B. IF ANY HORIZONTAL OR VERTICAL MOVEMENT OF THE SOLDIER BEAMS REACHES ONE INCH (ONE HALF NCH ADJACENT TO EXISTING STRUCTURES), THE GEOTECHNICAL ENGINEER AND SHORING ENGINEER SHALL EVALUATE SUCH MOVEMENTS AND RECOMMEND CORRECTIVE MEASURES, IF NECESSARY, BEFORE EXCAVATION CONTINUES. 9. IF THE MAGNITUDE OF MIT HORIZONTAL OR VERTICAL MOVEMENT OF SOLDIER BEAMS REACHES TWO INCHES SUPPLEMENTAL SHORING 8H BE DEVISED TO ELIMINATE ALL FURTHER MOVEMENT MID CITY OF JOLLA SHALL APPROVE THE SUPPLEMENTAL SNORING EXCAV CONTINUES. STRUCTURAL STEEL (CBC CHAPTER 22) SOLDIER BEAM INSTALLATION PROCEDURE I. HORC IANBHIP AND MATERIALS FOR THE DESIGN, FABRICATION, AND I. SEE TYPICAL PLAN SECTION FOR LOCATION TOLERANCES. ERECTION OF STRUCTURAL STEEL FOR BUILDINGS SHALL CONFORM TO THE BEAM TOLERANCES ARE 4/- 1 INCH AT THE TOP OF BEAMS AND Mth EDITION OF THE AISC MANUAL CF STEEL CONSTRUCTION. N- 1:120 FOR VERTICAL PLUMBNESS. 2. DRILL SHAFTS. SHAFTS SHALL NOT BE DRILLED ADJACENTLY: 2. MATERIALS: A TWO-PHASE SEQUENCE 18 SEQUINED (UNLESS OTHERWISE WIDE FLANGE: ASTM A-9W GRADE 50 DIRECTED BY THE GEOMCWNICAL ENGINEER). DRILLED CHA14NELS: ASTM A-36 GRADE 36 SHAFTS AFE NOT PERMITTED TO BE LEFT OPEN OVER -NIGHT ANGLES, PLATE$ 4 RODS: ASTM A-36 GRADE 36 (UCN) UNLESS WELL SECURED, COVERED WITH PLYWOOD AND N88 (TUBES): ASTM A-500 GRADE B (PY• 46 K81) APPROVAL FROM THE GEOTECHNICAL ENGINEER MACHINE BOLTS: ASTM A-301 GRADE A 3. PLACE SOLDIER BEAMS IN SHAFT. FILL SHAH WITH 25M PSI NUTS: ASTM A-563 HEX, GRADE A CONCRETE IN THE EMBEDMENT DEPTHS AS SPECIFIED ON TYPICAL ANCHOR BOLTS: ASTM F-1554 GRADE 36 SCHEDULE. FILL BALANCE OF WAFT WITH LEAN SAND -CEMENT HIGH STRENGTH ANCHOR BOLTS: ASTM F-1554 (GRADE PER DETAILS) MIXTURE (BLURT': 1.5 SACKS OF CEMENT PER CUBIC YARD OF NUTS: ASTM A-563 HEAVY HEX, GRADE A SAND). HIGH STRENGTH BOLTS: ASTM A-325 4. TARE INITIAL MONITORING READINGS. SEE SOLDIER BEAM NUTS: ASTM A-563 HEAVY HEX, GRADE C SURVEY MONITORING FOR REQUIREMENTS. HARDENED WASHER5: ABTM F-436 5. LAGGING BEh1EEN SOLDIER BENTS IS REQUIRED. 6. TITBER LAGGING SHALL BE TREATED. SEE THE MATERIAL HEADED STUDS: A5TM A-108 SPECIFICATION, TIMBER FOR REQUIREMENTS. NON -SHRINK GROUT' ASTM C-1101 1000 PSI 1. CAREFUL INSTALLATION OF THE LAGGING WILL BE NECESSARY 3. ROLLED STRUCTURAL SHAPES SHALL BEAR MILL IDENTIFICATION MARKS TO ACHIEVE FULL BEARING AGAINST THE RETAINED EARTH. IN CONFORMANCE WITH ASTM A6-56. HBB (TUBES AND ROUNDS) SHALL FILL WIDE BEHIND LAGGING WITH $AND SLURRY TO INSURE BEAR MILL IDENTIFICATION IN ACCORDANCE WITH ASTM A-500 AND HSS BEARING OF SOIL ALONG THE FULL LENGTH OF LAGGING. LIFTS (PIPES) IN ACCORDANCE WITH ASTM A-53. ARE NOT TO EXCEED 5 FEET. 4. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. 8. CONTINUE WITH THE EXCAVATION AND LAGGING INSTALLATION 5. PROVIDE HARDENED WASHERS AS REQUIRED MR THE SPECIFICATION (FROM THIS TOP DOWNN) UNTIL BUB-GRADE IS R=ACHED. FOR STRUCTURAL JOINTS USING ASTM 4325 OR ASTM A4W BOLTS BY THE ING MAT BE R=QUIIRPD i0 eE INSTALLED TO BOTTOM OF RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. D FOOTINGS OR SUB -DRAIN OR SPECIFIED 6. BOLT HOLES: OVER- VATION DEPTH. THE GENERAL CONTRACTOR SHALL A TYPICAL STEEL TO STEEL CONNECTIONS: BOLT DIAMETER • 1/16 INCH BE CONSUL FOR EXACT LAGGING REQUIREMENTS. B. ANCHOR BOLTS (RODS): BOLT DIAMETER . 3/16 INCH 1. HEADED AND THREADED ANCHORS: NELSON SELF -FLUXED ANCHORS. MATERIAL SPECIFIC S. NON- SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN 15 PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS SHAFTS BEFORE PLACEMENT OF NOW SHRINK GROUT WITHOUT TAKING MEASURES TO I. SHAFTS ARE TO BE MACHINE DRIL . 64AFTS ARE TO BE PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOAD. ACCURATELY LOCATED SO THAT THE DIER BEATS ARE IN g, ALL WELDING SHALL BE DONE BY THE FLUX -CORE PROCESS USING PROPER RELATION TO THE PROPERTY LI AND PROPOSED APPROVED ELECTRODES PER AWS SPECIFICATION EIOXX (LOW HYDROGEN BASEMENT WALLS. ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS 2, PROVIDE PROTECTION AGAINST SLOUGHING OR C AS DI.I AND AN$ DIA AND SHALL BE PERFORMED BY CERTIFIED WELDERS 3. REQUIRED. $HAFTS SHALL NOT BE DRILLED ADJACENTLY, A MINI QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 2-PWASE SEQUENCE IS REQUIRED UNLESS OTHERWISE DIREC 10- WHERE HELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF B7 THE GEOTEC44NICAL ENGINEER. THE JOINT. 4. CONCRETE 6 SHAFTS TO BE PER'CONCRETE FOR SOLDIER WHERE MINIMUM RISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS PILES' NOTES BELOW S SHOWN ON DETAILS, PROVIDE MINIMUM AI$C WELD, 12. S IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL TRIBES. INSPECTI ED NOT HAVE SPECIAL INSPECTION WHEN THE WE DNG IS I. WOOD LAGGING SHALL BE ROUGH SAWN DOIUGLAS-FIR NO. 2. DONE IN AN VED FABRICATOR'S SHOP, HOWEVER THE 2. WOORE D LAGGING SHALL BE ACQ PRESSURE TREATED WITH A FABRICATOR HIS IT A CERTIFICATE OF COMP N ICE MINIMUM RETENTION OF PRESERVATIVE OF 0.4 POP AND WITH IBC SECTION 11 2. APPROVED FOR USE IN GRAND CONTACT BY THE CITY ICAL 13. ALL FULL PENETRAT GROOVE WELDS SHAL BE T LY ENCIwTAs. INSPECTED BY AN APPROVE STING AGENCY SH COFORM TO RIENFORCINar STEEL. LATEST EDITION OF AWS DI.1, SE 6 IS 1. CONCRETE COVER FOR REBAR SHALL BE: W ALL FLANGE STIFFENER PLATES S USED IN MOMENT A. CONCRETE POURED AGAINST EARTH: 3° CONNECTIONS $HALL BE ORIENTED SO LUNG DIRECTION OF THE B. CONCRETE EXPOSED TO WEATHER: PLATE IS PARALLEL WITH THE DIRECTS INCIPAL STRESS. I. F5 AND SMALLER: Di' 15. HIGH STRENGTH BOLTING: 2. % AND LARGER: 2' A. ALL STEEL TO STEEL CONNECTS $HALL HAVE 5 HIGH STRENGTH C. CONCRETE NOT EXPOSED TO HEATHER: BOLTS (A325N DESI 6). I. 71 AND SMALLER: 3/4 B. ALL CONNECTI A ORD AND DRAG LINES, AS ON PLANS, 2. 014 AND LARGER: %, ARE 'SLIP CRI CTION6. (A3256C DESIGN VALUES SPECIAL 2. REBAR DETAILING AND PLACEMENT SHALL BE IN INSPECTION . AL 8 IN OVERSIZED OR SLOTTED HOLES ARE P AGGORDANC£ WITH THE 'MANUAL OF STANDARD CRITICAL ONG UNLESS OTHERWISE NOTED. PRACTICE" BY THE REINFORCING STEEL INSTITUTE. 16. STAIRS L BE DESIGNED IN ACCORDANCE WITH DETAILS PROVID 3. VERTICAL BARS SHALL BE TIED IN PLACE AT THE TOP, AND IBC AND DEFLECTION CRITERIA. CALCULATIONS AND DRAWINGS BOTTOM AND INTERMEDIATE POINTS PER CBC CHAPTERS SIGNS Y A CALIFORNIA REGISTERED CIVIL ENGINEER WALL BE 19 AND 21. TMD TO AND REVIEWED BY THE ENGINEER AND BUILDING 4. ALL REBAR, ANCHOR BOLTS, DOWELS AND INSERTS SHALL PARIT-ENT BEFORE FABRICATION. BE WELL SECURED IN POSITION PRIOR TO PLACING 11. STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION CONCRETE. WALL BE TEMPORARY AND NOT EXCESSIVE. STRESSES AT ALL TIMES 5. CONTRACTOR WALL SUBMIT REINFORCING STEEL 6 SHALL BE LESS THAN DESIGN AND ALLOWABLE STRESSES. THE FULL DESIGN DRAWINGS FOR REVIEW BEFORE FABRICATION AND LOAD CARRYING CAPACITY OF THE STEEL WORK SHALL NOT BE INSTALLATION. IMPAIRED DUE TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURES. 6. WELDING OF REINFORCING BARS SHALL TO AWB THROUGHOUT THE GGMPLETE PROCESS, THE STABILITY OF INDIVIDUAL 01.4-00. E90XX ELECTRODES SHAD USED FOR BAR MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED. TO BAR 4 E10XX ELECTRODES , L BE USED FOR 15. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL BE REINFORCING TO STRUCTURAL. EL- PROVIDED AT NO ADDITIONAL COST AND SHALL BE REMOVED UNLESS APPROVED BY THE OWNER IN WRITING. SLURRY: -' NJ. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL BE PROVIDED TO I. CEMENT WALL BE AS C-150 TYPE ITN. THE CITY BWLDING DIVISION ROR ALL STEEL DELIVERED TO THE JOB SITE 2. AGGGREGATEB SH NATURAL SAND CONFORMING TO ASTM PRIOR TO REQUESTING INSPECTIONS FOR STEEL FRAME, FLOOR SHEATHING, C-33. OR ROOF SHEATHINN: INSPECTION, WWICHEVER OCCURS FIRST. 3. BLURRY CONTAIN 1.5-BA.GCB OF CEMENT PER CUBIC 20. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND YARD' REVIEWED BY THE ENGINEER BEFORE FABRICATION. ff' MINIMUM STRENGTH O CONCRETE SHALL BE 25M PSI A 28 DAYS. 2, CEMENT SHALL BE ASTM C-60, TYPE II/V. 3. AGGREGATES SHALL BE NATURAL SAID AND ROCK CONFORMING TO ASTM C-33 4. ". -FENCE TO 'CONCRETE NOTES' ON SHEET 12 OF H FOR ADDITIONAL REQUIREMENTS SHORING DESIGN CRITERIA: I. ACTIVE SOIL PRESSURE •81 pcf (2:1 SLOPE) 2. TRAFFIC SURCHARGE 2300 paf 3. PASSIAVE SOIL PRESSURE •225 pcf (ACTS OVER 2D) 4. MAX ALLOWABLE DEFLECTION P TOP •1' I. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION DURING CONSTFDUTION ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A SU55TITUE FOR INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. 3. WHEN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS PERFORMED SIMULTANEOUSLY, OR THE LOCATION OF THE WORK, IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS AND SECTION 110B OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO A55URE THAT THE REQUIRED INSPECTIONS ARE PROVIDED. 4. THE SPECIAL NSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE CATEGORY OF W014YC REQUIRED TO NAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTION SHALL BE PROVIDED BY GEOTECHNICAL. ENGINEER OF RECORD. ERENGE SP. INSP. TABLE 4 SEE NOTE II. BEL B. SMOKE CONTROL SYSTEM NSPEC S SHALL BE PERFORMED BY MECHANICAL INEER OF RECORD C. WHEN THIS REQUIRE 8 WAIVED BY THE BUILDING OFFICIAL 5, IT 16 THE FESPON5151 OF THE CONTRACTOR TO NOTIFY THE SPECIAL IN OR OR INSPECTION AGENCY AT LEAST ONE WORKING PRIOR TO PERFORMING ANY WORC THAT REQUIRES GIRL INBPEGTIOV. ALL WORK INSTALLED, PE D, OR COVERED WITHOUT REQUIRED SPECIAL IN9P TION I6 SUBJECT TO REMOVAL OR EXPOSURE. 6. OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD. ARCHITECT OF RECORD OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. S. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE FABRICATIONS OF MEMBERS AND ASSEMBLIES ON THE FREM1666 OF THE FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION, FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED BY THE ILDNG CODE TO BIE LABELED, SUCH MATERIALS MID A BLI£8 SHALL BE LABELED BT AN AGENCY APPROVED BY L JURISDICTION IN ACCORDANCE WITH SECTION VED PRODUCTS MATERIALS TO BE LABELED SHALL BE TESTED, INBPE AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET N IN SECTIONS 1103.5.1 THROUGH 1103.5.3. 10. A CERTIFICATE OF 84718E RY COMPLETION aF WORK REQUIRING SPECIAL INSFECTI T BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTlBlILDIVISfON OF THE APPROVING MUNICIPALITY IL PRIOR TO THE CONTRACTOR REQUESTI!1N D UILDING DEPARTMENT FOUNDATION INSPECTIONHE S ENGINEER SHALL ADVISE THE BUILDING OFFICIAL WRITING AT: A) THE BUILDING PAD WAS PREPARED ACCORWITH THE SOIL$ REPORT, B) THE UTILITY TRENCHE5 WAVE BEEN OPERLY BACKFILL AND COMPACTED, AND C) THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING: CAPACITY CONFORM TO THE SOILS REPORT MASONRY (LEVEL U: AS MASONRY CQR FINUCTION EEGIN5, THE FOLLQNNG SHALL BE VERIFIED TO ENSURE COMPLIANCE: A. PROPORTIONS OF SITE -PREPARED % MORTAR B. CONSTRUCTION OF MORTAR JOINTS X C. LOCATION OF IESF. THE INFECTION PROGRAM SHALL VERIFY: A SIM AND LOCATION M THE % STRUCTURAL ELEMENTS X B. TYPE, SIZE AND LOCATION OF ANCHORS, C. SPECIFIED SIM GRADE AND TYPE 6 X RENFOROING % D. WELDING CP III E. PFETECTION OF MASONRY X OR COLD PRIOR TO Q G THE OWING X eNALL BE VERIFE11,19 D: A GRWf $PAGE IS X B. PLAOETENT SFOICRY. G PRO Q SITE-PIQPN[£D GROUT X D. ION OF MORTARRIFTE X BE CEODIF RAL MQNT SHALL IED COMPLIANCE WITH CODE AND X PION&OHS. PEEPRATION OF PREPARATION OF ANY FEQUSEDGI%OUt oVf SPECIMENS, MORTAR SPECIMENS AVD/OR X PRISMS WALL RD. OOFIPLIANCE WITH ITH REQUIRED INSPECTION TNTE CON011RIOtION PROJINONS "TR X AN DOCYTTALS AND L M SUBMITVERSED. MASONRY FOUNDATION WALLS KITH NOT RECURS TABLE Eiiib (l), IS%.W3) OR YOS2(4). OGNOIRM: FOUNDATIONS WITH fc 5 2500 PSI NOT NSPECTION 6 NEW. STEEL, NCLUDNG X AO 316E 3D. PRESTRESSING TENDONS, AND PLACEMENT VERIFYING USE OF REQUIRED MGM MIX k ACI 31S, CNAPMR 4 5.1-5.4 TAKING; TEST SAMPLES X AC 3IS: 561 04 NSP =[M Q C424cpwvm AOI 3Y+ SAA 5.10 AND 6110TCI110E FLACS-Btt X NSPECTIOI PQR MANTENANCE OF X AOI 31N 5.56 5.W SPECIFIED cURM6 TEMP. AND TEGNRQE ARRLICATION OF RESTIEWM FORM X _... ACI 315. sic GROUTING OF BONDED PFR"TF MM ACI 3118: E.0.4 TENDONS N THE SEISMIC FORCE X RESISTING SYSTEM ERECTION OF PRECAST MEMBER % AW 315E ONAPIER Ib VERIFICATION ON N-SITU CONCRETE ACI $0, 6.2 STIER•TH PRIOR TO STRESSING OP TENDONS N POST -TENSIONED CONCRETE X ARID FIRM TO REMOVAL M SHORTS AND FORMS FROM $EMS AND 5TR1GT I AL SLABS. ASPECT FORSNORK FOR SHAPE. ACI 31S: 6.1.1 LOCATION AND DIMEN610NI6 OF THE X CONCRETE MEMBER BEING FORMED. SOILS: VERIFY MATERIAL BELOW FOOTINGS ARE ADEGLL41E TO ACHIEVE THE DESIGN X BEARING CAPACITY VERIFY EXCAVATIONS ARE EMENDED TO PROPER ONFTW AND HAVE FEACARED X PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING X OF OONRJL TLEP FILL MATERIALS VERIFY USE OF PROPER MATERIALS, DENSITIES AID LIFT THICgS 6 DURING X PLACEMENT AND COMPACTION OF CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE ARID VERIFY X THAT SITE HAS BEEN FFEPAIED PROPERLY PIER FOUNDATIONS: PLdOENffiNT 6IERi010-NC X PLACOMWT OF CONCRETE X OBSERVE PRIU-M OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE X RECOIRDS POR EACH EL@MENT. VERIFY PLAO153NT LOCATIONS AND PLUMWESB, CONFIRM ELEMENT DIdMETERB, BELL PIAMEtERB9IF APPLICABLE), LENGTHS, EMIEDMENT INTO X BEDROCK (P APPLICABLEIAND ADEQUATE FXD.SEARNG STRATA CAPAO ITT, SECOND CGNCR?TE OR GROUT VOLUMES. lip 1 1 QpOF SM/0 HOROWITZ TAYLOR ,h x= HTKKUSHKAKI Nn 61]BB S T R U C T U R A L EN GI N E E RS A UI/�.W%IE s: 14288 Danielson Street . Suite #200 CIVIL PasaB CA 92051-8819 Al (858) 679-09M . Fox (858) 679-8959 CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK /1, AS -BUILT APPROVALS ucuMnp nT�rc�FT u�IILNn M,5" ENCKNEERING DIVISION APPROVALS CTTY ❑F FNMNTTAS - ➢FVELOPMFNT SERVICES ➢EPARTMFNT I DRAWING NO. AND CALLE ACERVO FROM, NOS 18416 ON: 220,432 �i[TJ3Sii17 �s� IN - � DATER OI-Oa-IS R.C,E. No: 61398 EXP.N 6-30-17 1335 DESERT ROSE WAY JAMES ROBBINS 264-010-27 11797-G LDEV-011743-2013 s O N Oi Q U ui 0 z a w U O IL w U) a 3 0 O O 3 w EL a O U 0 X,,.., i FRET 1 I \ \\ X181.02 \ \ X2Ds.oz FOR DR LLEDPILE 5OLSHAFT \ \ \ \ \ \ 5OODUI \ \ \ \ \\\\ Oc'c-\1 l�PCATES DRILLED SHAFT SOLDIER PILE 8'-O" O.C. REF 3 FOR CONSTRUCTION RE=IRTIENTS I� I �taFE55la H T K H°�W� TAYLOR h im KUSHKAKI TEMPORARY SHORING KEY PLAN s Nu GINS A S I R U C T U R A L E N G I N E E R S a5U91Mp9 14288 Danielson Street . Suite #200 N.T.S. �, , Poway, CA 92064-8819 a �� (558) 679-5989 . Fax (858) 679-8959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS Y' Y, CHECKED r, it DVLENGINE RING DIVISION APPROVALS CITY ❑F ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. voln fk I A - •1 IIESCRIPTION, CLSB-006 2.5• BRASS CAP INT. PLANS PREPARED UNDER SUPERVISION OF RE ED, APPROVED 10-27 ASSUILTS 9-29-21 LOCATION, NW R ) 8- 7-21 UBLI ORK DATE: -03-e '�yJ76 1335 DESERT - ROSE WAY AND CALLE ACERVII C V L OR DATE pLANNIN S7 VE NDWAK LNIILSiC N6R L.MA s JAMES BOBBINS 11797-G RECORD FROM, ROS 18416 R.C.E. NO., 61398 �j_ 0,I$ smen mh 264-DOBBIN ELEVATION, 220.4.3E REV ER DATE DATE DATUMp NAV➢88 NGINE R DATE cPrrrnR "ERGlN EXP., 6-30-17 PLANNING CASE NOi 09-200 TMDB/DR/EIA S1 'EETI7 OF27 LDEV-011743-2013 T ( T MATERIAL SPECIFICATIONS: I J I I CONCRETE CONTRUCTKTN OF SOLDIER PILES /` EL 210.0' II I. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHAH BE AT LEAST 2500 PSI AT 28 DAYS USING CEMENT CONFORMING _-1-_-_-_-_-_-_EL 210.0' TO ASTM C-150 TYPE II/V. Y LANDSLIDE 2. IF WATER OVER 12 INCHES IN DEPTH IS PRESENT IN THE BOTTOM OF THE DRILLED SHAFT, THE MINIMUM COMPRESSIVE LIMITS J I I STRENGTH LASTED ABOVE ONALL BE CERTIFIED BY Y INS PSI. -I------------ I--- I 3. PROTHE CO SPECIAL INSPECTION BY A CERTIFIED DEPUTY INSPECTOR FOR PLACEMENT EN CONCWEER OE GREATER THAPRIOR O XXIUSE. . EXISTING PAVEMENT 4. THE CONCRETE MIX DESIGN SHALL BE RENEWED AND REPROVED EA THE HONING ENGINEER OF RECORD PRIOR S USE. --��- - - - - - - --- - ------------ -- ------------- ----- 5. MIX DESIGNS FOR CONCRETE CIVIL A COMPRESSIVE STRENGTH GRATER THAN 2.500 P51 SHALL BE STAMPED AND SIGNED -ROAD- I I I I I BY A CALIFORNIA REGISTERED CML OR STRUCTURAL ENGINEER. 1OFT TRAIL SLURRY: CONTRUCTON OF SOLDIER PILES EL 2DOG'--_---_--I -'� -_- _- -.- -I - EASEMENT --- -I___- I- -.-___-___-_____-_-_-- --- EL_2000' }l 1. CEMENT USED IN SLURRY MIX SHALL BE ASTM C-150 TYPE II/V. Y 2. SLURRY SHALL CONTAIN 1.5 SACKS (94 LBS.x1.5-141 LOS) CEMENT PER CU. YARD OF SAND. PR. GONG. BD I I 3. SAND SHALL CONFORM TO ASTM C-33. - I PER CML E.O.R!I ( STRUCT lRu STEEL TRAIL H FENCE I. WISE FLANGE SECTIONS SHALL CONFORM TO Al572, MADE 50 OR A-992 (FY=50 99 2. MISCELLANEOUS STEEL SHALL CONFORM ID STM p-36 p-572, GRADE 50 OR ASTM A-992. }, PIPE AND PIPE SLEEYEB $HML CONFORM TO AB14 q-53, GRADE S. ii EL 190.0' 0 w ' - -- �VOSOOE--------T----- - 71MBM LAGGING dw. i -�` I EXISTING SURFACE I I UMNS EL 190.0 1 TIMBER LAGGING SHALL BE ADO PRESSURE TREATED WITH A MINIMUM RETENTION a PRESERVATIVE OF 0.4 PCF AND Y & I �- APPROVED FOR USE AND CONTACT WITH EARTH BY THE CITY OF ENCINITAS CA TIMBER LAGGING SHALL BE ROUGH SAWN _ .��I p V W I _ I. DOUG-FlR N0.2 OR HEM-FlR N0.1 AND LOCATED PER PLANS AND DETAILS. s- I ------___-_ ._REFNNN -- ------ I ' -- __ Cl 1 WALL - BY 0 ERs I FIR. SURFACE- --- SHORING PILES -INSTALLATION PROCECURE N I SHAFTS ARE TO BE MACHINE DRILLED AND LOCATED PER SHORING LAYOUT PLAN. COVER OPEN SHAFTS WHEN NOT IN USE. �L 180.0' I f -- _ - _ - ! _ i -- _ - _ EL 180.0 SOLDIER PILES SHALL BE DRILLID WITH RESPECT 10 THE EXISTING PROPERTY LINES AND RETAINING WALLS. APPROXIMATE - 1. MACHINEN ILL SHAD I UNITS OF LANDSLIDE r_____ _ ___ _-__ r -- -- _.__-_ ..... __ 1. MACHINE DRILL SHAFT PER GEOTECH. ENG. "'- --- 1 2. PUCE SOLDIER BEAMS IN HAFT PAID PLUMB BEAM WITHIN EXCEPTABLE TOLERANCES. _ - - _ - _ - _ - _ - _ - _ - _ _ -_--_- 3. ALL BALANCE f WITHHAFT WITH SLURRY. SLLUUP TO TOM RRY OF y BE USED THROUGHOUTIFIFN AS SHOWN ON THE SHORING SPECIFIED ON PLANS/DETAILS. FILL I J I- 4. PERFORM INITIAL MONITORING READINGS IF REQUIRED. 5. EXCAVATION OF UPPER 5 FEET MAY PROCEED AFTER SLURRY HAS CURED A MINIMUM OF 24 HOURS. REMAINDER OF DEL 170.0' - PA0:1�dp0__ EL 17 EXCAVATION W PROCEED AFTER CONCRETE HAS CURED A MINIMUM OF 3 DAYS. -_I-_-_-_-_-_-_�_-_-_-_- _-_-_-_-_-_I-_-_-_ �_-_-_-_-_-_�_-_-_ J I RETAINED HEIGHTI I INSTAII IAGQI PER CIVIL PLANS I I 1. LAGGING BETWEEN PILES SHALL BE INSTALLED AT MAX. 5 FEET UFTS UNLESS THE SOIL PROPERTIES ARE SUCH THAT THE CEOTECH/SOILS ENGINEER OF RECORD SPECIFICALLY STATES THAT LAGGING IS NOT REWIRED. ---- ------ 2. TIMBER LAGGING SHALL BE TREATED PER THE TIMBER MATERIAL SPECIFICATIONS. 3. TILL BEARING AGAINST THE RETAINED EARTH SHALL BE ATTAINED. FILL VOIDS BEHIND LAGGING WITH SLURRY OR APPROVED GRANULAR MATERIAL TO INSURE BEARING ALONG FULL LENGTH OF LAGGING. i► EL 760.0' I I I I E. L 16p-p'. _-_-_-_-_-_-_-_ _-_-_-_- _-_-_-_-_-�-_-_-_-_-_-_I _--_-_-_-_ I _-_-_ _-_-_ SHORING GENERAL NOTIV 1. SHORING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA I I I CONSTRUCTION SAFETY ORDERS (CAL -OSHA) AND ALL APPUCABLE UPDATES. 2. IF THE LOCATIONS OF ALL EXISTING AND NEW UNDERGROUND UTILmES ARE NOT SOWN, THE GENERAL CONTRACTOR SHALL DETERMINE THE EXALT LOCATON AND DEPTH OF ALL EXISTING UTILITIES BEFORE COMMENCING. 3. THE GENERAL CONTRACTOR SHALL CONTACT DIGALERT UNDERGROUND SERVICE AT NO-227-2500 AT LEAST TWO WORKING I I I DAYS BEFORE COMMENCING ANY DRILLING/EXCAVATION. 4. HEAVY VEHICULAR TRAFFIC SURCHARGES, SUCH AS CRANES, CONCRETE TRUCKS, MATERIAL TRUCKS, OR MATERIAL STORAGE EL 750.0' _-_-_-_---_-_-_ _-_-_-----_-_-_-_�_-_-_-_-_-_--_-_-_-_-_-_ I E LOADINGS SHALL BE PROHIBITED WITHIN 10 FEET BEHIND THE SHORING WALL T T 5. DUST CONTROL MEASURES SHALL CONFORM TO Cltt OF JURISDICTION AT Al TIMES DURING SHORING INSTALLATION, I I I EXCAVATION AND GRADING. 6. SURFACE WATER SHALL BE PREVENTED FROM ENTERING EXCAVATION OVER TOP OF SHORING. - _ _ _ .. I_ - _ - _ - _ - _ - _ - I- _ _ _ - _ _ - _ - _ I I 7. TEMPORARY CUTS SHALL NOT EXCEED HEIGH S/SLOPES AS RECOMMENDED IN THE SOILS/GiOTECH REPORT, OR AS SHOWN - _ - _ - _ - _ -_-_I _-_-_-_-- _ _ _-_-_-_-_-I I -_-_--_-_-_-_-_ - ON DRAWINGS. S. COORDINATE WITH ARCHITECTURAL STRUCTURAL AND SITE SURVEY DRAWINGS FOR SOLDIER OEM LAYOUTS. THE CONTRACTOR IS RESPONSIBLE FOR THE FIELD LOCATION AND DEPTH OF EXISTING BELOW GRADE UTIUTES. EL 111 9. EXISTING GRADES AND BOTTOM OF THE EXCAVATION ARE ESTIMATES ONLY AND MAY NOT REFLECT THE EXACT FIELD EL 140.0' CONDITION. 10. NO TRENCHES OR EXCAVATIONS GREATER THAN 5 FEET IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND SHALL BE CONSTRUCTED BEFORE OBTAINING THE NECESSARY PERMITS FROM THE STATE OF CMIFORNA DIVISION OF 1+25 1+50 1+75 2+00 2+25 2+50 2+75 INDUSTRIAL SAFETY AND PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. DESIGN CRITERIA 1. SHORING DESIGN IS BASED ON GRADING PLAN REVIEW PREPARED BY: 10 O 10 20 30 COMPANY: HETHERINGTON ENGINEERING, INC. GEOTECHNICAL CONSULTANTS l NN" F FF PROJECT NO. 7292.1 LOC NO. 16608 DATED MARCH 27, 2014 GRAPHIC SCALE - FEET SHORING SECTION VIEW 1/8 .1 -0 SCALE THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SOILS REPORT ON a FTHE JOB SITE AT ALL TIMES AND BE RESPONSIBLE FOR ALL REOUIRE- -� ~ MENTS THEREIN. IF APPLICABLE, THE GRADING DEPARTMENT APPROVAL u DRILLED SHORING PILE SCHEDULE LETTERS AND ANY ADDENDUM LEVIERS ISSUED BY THE Sol ENGINEER z P/ PILE N0. PILE DIAMETER WF SECTION FV=50KSI "H" ALTWN'0 FEW (REM) 'D" TOE OEM (M TOTAL UNCIH (FT) CONSTRUCTION DOCUMENTS. O x 2. SHORING DESIGN SHALL USE THE FOLLOWING PARAMETERS BASED ON m FIGURE NO 11 OF PROJECT 7292.1:6X36 i EMBEDMENT METHOD: C.B.C. 1805.7.2.1, FLAGPOLE FORMULA c> i P1 1-4, 36, 37 30" W1 8.0 FT 17.0 FT 25.0 FT P2 5-8 30" WIBX50 10.0 FT 25.0 FT 35.0 FT PASSIVE RESISTANCE: 225 PSF PER FOOT OF DEPTH. MAX. 2.000 PASSIVE MULTIPLIER: 2.0 x PILE DIAMETER FOR ISOLATED PILES P 73 -9-11 30" W1SX60 11.0 FT 29.0 FT 40.0 FT FIXITY LOCATION: 5 FEET BELOW CUT HEIGHT "I -I54" ACTIVE PRESSURE 85 PCF/FT EQUNN.ENT FLUID PRESSURE �LTrI.LT LAGGING PRESSURE: 400 PSF HORIZONTAL SOIL SURCHARGE 85H P4 12-35 30" W21 X68 - --___ 12.5 FT _._.. 36.0 FT 48.5 FT PSF GENERAL CONDITIONS 9T a5 30 25 20 15 10 5 1 FILE NO. 1. CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE TEMPORARY ERECTION BRACING ON ALL BEAMS. WALLS, ETC. TO PROVIDE FULL STABILITY. DO NOT REMOVE BRACING UNTIL THE ELEMENT SUPPORTED IS CAPABLE OF SUPPORTING ITS DESIGN P1 04 PILE13 1 LOADING. ENGINEER OF RECORD IS IN NO WAY RESPONSIBLE FOR ANY AND ALL JOBSITE SAFETY, CONTRACTOR'S WORK, IL OR THE METHODS AND PERFORMANCE OF SAID WORK 8'-0" 8'-0" 2. GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS AS WELL AS ALL EXISTING IMPROVEMENTS, - � � � � � � � � � � � � _ _ EQUIPMENT, TREES, UTILITIES, AND ANY OTHER FEATURES PRIOR TO STARTING ANY WORK AND SHALL BE RESPONSIBLE - FOR COORDINATION OF ALL. WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. ELEL2'�0' ---- ------BA---- �--1--4__4__ -__---__ � - -- --�-�-I___-__-__4__-�--------�-�--- -�-�-- EL2101. -� 3. ENGINEER SHALL BE NOTRED IMMEDIATELY OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY MM IN QUESTION, INCLUDING BUT NOT LIMITED TO DISCREPANCIES BETWEEN THE STRUCTURAL PUNS WITH THE ARCHITECTURAL. CML k k k k � MECHANICAL, ELECTRICAL, AND/OR PLUMBING/UTILTY PLANS. ANY ORAL. COMMUNICATION Of SUCH DISCREPANCIES SHALL I -IF` BE FOLLOWED UP IN WRITING. THIS MUST TAKE PLACE PRIOR TO CONSTRUCTING. PURCHASING OR EXPENDING ANY DEL 2000' - - - E I CONSTRUCTION EFFORT. THEREFORE, FNWRE TCOMPLY AND IGNORING STRUCTURAL DETAILS SHALL ESE CONSIDERED A P-DF BREACH OF CONTRACT AND THE CONTRASCTOR SHAH HOLD IVkMLE55 PNp INDEMNIFY THE ENGINEER AND ARCHITECTF FROM ANY CLAIMS WHICH MIGHT ARISE i • -- III -II RII IRI tl 1- L =1 III IIFII 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2016 CAUFORNA BUILDING CODE MO Al LOCAL CODE _ = I 1 LII rl - = ET I� _ E REQUIREMENTS. ANY ASTIR A.C.I.ND A TC DESIGNATION OUIREMENTS AND TESTING PROCEDURES SHALL BE _ _ - -I FBI I- loll J=L IL -Il. - I�IL. = LP _ OU .I. .L .. S. RE TENT RARY+CUT iELEV ION * _ _ L IIr - IIIIII - AMENDED TO MOST RECENT MTE, UNLESS NOTED OTHERWISE. 41 ill=1 IHII III_ Idll I HII IB1 1=(II Il dll m I �I�II II 11 _ _ II II _II II _ _III- -L- = L-W, =WI=11 II II-IIH 111-III - =lam II=III "1 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. F] IEII L- 61 �I II-lu JIL- V - II _ _ _ REFER TO ARCHITECTURAL.ME RANI ELECTi LUMBING DRAWING C FOR MOLDS GROOVES CUPS GROUNDS �1I- - ----- - - - - EL 180.0' III • !-----_�tEDO -� DROPPED SLABS. CURBS, ETC.HOT SHOWN ON STRUCTURAL DRAWINGS. B EL 170.0'I -".7 HII LIII III III l II -„p I- tr i • -_-_ -�- _ ��`• _f ��rrrrr���• ---_- SHORING GENERAL NOTES 1 �EL 160.0' -- _�_�_�_�_�_� _� _� _r _r _�_�_�_`_� _ _` _- -_- -- _-_ _-_-_-_ a 1600' v CIVIL ENGINEER: M. MEAD --� • • • • • • • • • • • • r I 25T0 W. Pomona Blvd. -- ---� _ _. -� _r _`--- �_�--F-� --_ --- --_ -- ----_-__ Pomona, CA 91768-32I8 PHONE 949.413.4987 �EL 150.0' _-_-_-_ • • _-_-_-_-_-_- -_- -_- _-_-_-_-_-_-_-_ Phone: 909)595-29 _ _ _ _� _� _� _� _� _� _� _� _� -t _ E Phone: (9U9) 8-8639?A ,d - -_-_ _ � _�_- __-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ _-_-_-_-_ _-_-_-_- Fax: (909)598-8639 *EL 140.0 _-_-_-_-_-_ _-_-_-_-_-_-_--__-__-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ ID.J.SCHEFF INC LAW COP U FNPflESSLY flE5EME5 i5 COMMOX LAW COPYRIGHT THE OTHER Y� aTn9ation Drilling a SMria PNOPEE TtLaIaN RIGHTS ,MRE orE PLANS. Cennal Enginrering Conmactw 'NY PLANS o GEE 07 TO Bi - ° SHORING ELEVATION 1/16"=1'-0" SCALE 2 I55 31 sole NIi HOUI iIR5T IS G THE •M4[ -NICE CA License No: 582912 GarsENT Or D.J.I SGxEMmlmw IµCo DATE: '-Ze , t CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: oRA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Acul SKO&IIIIII -F Ir I DESCRIPTION: CLS8.0062.5'BRASSCAP INT. D PLANS PREPARED UNDERSUPERVISIONOF RECOMMENDED: APPRO ASBUILTS 9-29-21 LOCATION: NWCORNEROFPASEOTAXCO I 1 PUBLIC RKS DATE:-%�'Zp/g /Z%�/� 1335 DESERT ROSE WAY AND CALLE ACERVO cl I DATE �/J ��// JAMES ROBBINS 11797-G RECORD FROM: ROES 18416 PLANNING j�✓ R.C.E. NO.: 59574 STEVEN NOWAK �o! CHI L AGDOSKU ELEVATION: 220432 21 R R / 264-010-27 DATUM: NAV088 GINEER DATE SpECTgR MARSHAWJMEAD EXP.: 12-31-1D DATE DATE pLANNINGCASENO: - M200 TMDBIDFl /� SHEET17AOF27 LDE ^ �pMgT, REPLACE SHEET 17 ED 8 N ON U L Q W O a Mill CL X Y L Q o° is 50 _J V >c U a m O m 0 n LDEV-011743-2013 INSTALL 3/8" DIA. STEEL CABLE AROUND ENTIRE EXCAVATION PERIMETER - MIN. (2) LOCATIONS SHORING CALCULATIONS L2x2x3/8 VERT. WELDED TO EA. GUARDRAIL PER A SOLDIER BEAM AS SHOWN D.J. SCHEFFLER, INC. General ErP x r SM1in' N D.J. SCHEFFLER, INC. General errxrn„rtr:p anrnae,ar R1eeF vrMepn dxngo.a �� ��\� �'I �\ APPLIES __ =_�SJj 'T'C OK TO TORCH CUT AND REMOVE 2"IN.A9Anua d 1.YDw.nmu,n•M.Y WI wm 2500 w. Nxnunn Blvd. aw; Gcm"x F - ) C III -III- C� UPPER PORTION OF SHORING PMw: 190m 595.1924 "in as Pr {ea DATE: 6/n/m1t mmm•. rn 4n61c5, 1N PM1Rr:e lwxb 545d92A as Praea ND. uva WTN M13nOM \ 1 i / // // D is III-1 ° 1 tz -III- F BEAM AND LAGGING COM BELOW GRADE) AFTER ea 5:C9m r :(m91 s98-8n.9 CA cr1mm N. 582911 Fax: t909)59R.8639 III III (REMOVAL BY OTHERS) L By OTHERS) w iw b%w Pr RDpel E•EFPMOW) Ak P,I4p) iWlplsII - -_ -III z Idwamtl - I, IKIPSI XIFT) O4NrN•k) P,IMPLI NIBrI _ _ N •O wY - WO (R. Be4bN IEtIiM - IMeulunll i �Y III -III III jP FIN. GRADE 1A III III �� III $� + INSTALLPRGINSUAE D^ Dgma gIPo OWN NoL. - VA III= �� i�������� =III 11 -III- z� �p TREATED OD 7gA FRONT FACE OF RANGE ntlry ; ] own may Dar) ALT. LOCATION -III - = amendment \ Swk•iMrR��� - - = =; NNDNmk%1 Dames shorialft a wFast INtmARAll Nln esSECTION shwedHNihY 110ANst AA PLAN VIEW �� III= i �� III=III= USETwd en: 17.0 wet LiITI+%lelenph•X.0 Pr•W(dm-dwr)$ MTMN tb: 25.0 Feet LIfTI`Plhanlph•X+0 �IV� / �V +F?io K w =� 20 � III=III=III Taal FAR anion: 29.0eet Tealmle Le111a: 35.0Feet pr•wedm -dwa - Use WfSeabn: W 6 p'-we 15 UM Wf Mabn: WLMO I, •1nWE15 SCALE 3/4":1'-0" III Nm III III -I I I Ae4N W&OI n: P.m lnehes ArSUN dneabn: D.¢imhes NOTE: GUARDRAIL NOT DESIGNED FOR FALL ARREST w -III- - Wi5 0mi W 0pr a iini d": ° T,MP.r, ° GUARDRAIL ATTACHMENT =1 FlNfb. pl loekkn: BmaNM tlw: �B ITILPwx) PW Fb. Px IMkbn: ItlTmmM tlyr: -M ITBDMr1 "mw) 11=1 11=1 I m4n4. 3o bcbte Po: OA kips PM am. 30 Hunts Ps: whWt III -III-III-III + OK TO OMIT LAGGING AT Mumation 20 past lkm*nty mM hY 4AIT MuMpMr. 24 7past4wAuenDy Maced 111: wIT _ SEE PLANS FOR SPACING -III III + -III = - I LOWER 5'ALL UNLESS p+Nw 6e: 215 III Asurvil Is PcF/FT Ie%M 6N 225 nF/Fr A EH: n MIFT WF SOLDIER PILES OTHERWISE ALLOWED BY F.aL 1.0 1FMrord3Ne[YrorFMNw q: kips F.OS. 1.0 gOd'I %awdMMY hrPnilve III MA bps I IIIIII-III GEOTECHNICAL ENGINEER smew r41: a.° Fri L67 n1: zeeIT 56packi 9.0 Fro... he: 133IT STEEL WF SECTIONS PER SCHEDULE. III -III III= I(wrn. 3.0 Fiat Tgtl P.; 21.a kips H(cvo; 1D.D Ent Total P,: 3aa tlM USE CORROSION PROTECTION IF IIIIII-III DFIIL1NW: MD ITGaum•l) IP whr; 2aTFr glFlxny): so ITshoumeb) a Lion N: 333 FT REQUIRED (SEE NOTES). I g = (d/3)A : tmA lMllmlutleF Wp d•/YmM MYIg11I ombi Mr: 3.0 A ham a Wu e.o ln.Nbw, MtuRPi. - Ss = (d/3)d1 s Bm.o ISU^ebtln fop J-l1'mM DeReNDn: w fl ham b ose: xa ln, Blow. \ III= /' i x\\//\ j//\ = = ICAL ENGINE LIMB OF EXCAVATION PER GEOTECHN ER.. a f1 `Npx 03ncnn D=0.5 (1+61+4.36h/A) 77E olwldlnM x'2 FMt (04x MultplJ D=O.SA(1+61+4.36h/A) D.SII: 16.9IT minimum vA fMt Sxe. Metl %MI Mad 6M WMM BMdpg1 OlMantl Drptl: 24.3 USE0. A.o Fwt Sea. Motl IIML Mod e1A WHM iMOePm DbimN a /X I I I I I I -11 -III III III III 6eiNE) 2p(Me) br(In) Dtlnl lMdWU LNnr) Odd) b,IM) DIM) lix al ° X / / ° ���������������=III .. - -III -III W16af >w M.D em a.m aLn wmso rA 1m► Tsb two ism- III=III= - = III= III=III= tapgrry'M!Lo SM1WM w CW m LII 14mI i•MpoT GIXR Shaft w Cw' 3WDm 6A M - /,:4l r,: xsz M' A,r 9.ss IN I,r soo 41 r,:t y: eona d,: 9.0 b enaa: o.3D 11 A,: za.w It: Lo emwd t., n,: v.av A,: M.a N �L,:IT - tl: 043 C. $XpINLbmpptt I,: 5.83 R xy: [: 1.00 SMbx4OlmpnetmIT D ass Pat PAT: nt: 1.67 m 1696 IT J: 'd roe 1.98 Dt: Lo 1 PRESSURE TREATED WOOD LAGGINGM, USE 3x12 DF�2 OR BETTER U.O.N. ' ptagMT Rn'tl M stem Mmw. 1.33 M,Of-p zua BF Bu F.: 7815.1E x¢nw. 2.33 tb<µ MltlNriMm MrfN+I: CamPaa.Nm AD011ihed M.1JT(M4) pyzy M,/ne: 2m.T R-IT VMM,: :1zA kJI;AWNa+aml lbeµ3eNNrMem NnrM•IS M, (g�F ama CpmpMl.laANCl9Med 181-fJ(fh>) (FyDd M^/Dn< 2szA kfY UMM,: 33s.z-FI.151/ENwMq SLURRY BACKFILL TO ENSURE BOND BETWEEN LAGGING AND SOIL 1.5" MIN. BRG -III-III-III IIIIIIIII-III rA , -III w - NieMed zs6.7 D.108 WCI M,/M lephma OWtr M,/M D.MS ek f'CVAX PSI III-III-III p" CONCRETE TOE REMOVE LEAN CONCRETE 11 U.J. SCHEFF _ER, BIC. eral En%rnnrrnBC r ern M pp Ir%MI dfeadttl J D.J. SCHEFFLER, INC. ` General En rnee n Cwrrmcror B25DINIxPoINIAMB,.Y, kxn: pr4ea FOR LAGGING INSTALLATION SCALE 3/4":l'-O" _III III -III. III=! ]SmW Pmvu Blvd City oMNaSG [Iry BwM1uG Emmm" TYPICAL FRONT LAGGING SECTION 2 o W Wmma CA91T61i aSPrOlect NO YVB lbnxmw CA 917683219 D:SPrekd ND. win III _ S - =III O -III l FORD) 595-2924 mFux DATE : 6/33/laid (f/■('E,']iJ- IWone 2 DATE: 6/13/i012 SGrr [ L (909) 596 .%Yl 6N I WM012 FAX(wi 598%' m1I- W D.J. SCHEFFLER INC. - 3 -III III III III- Geraral EnXrneerngContra(raDecn (r Pro)ea. lllwd w - ° _ 1- W. City: Fn EA III III -III ^• ( I I I NAQY'thge NYwPlrarP Pomw° CAYg683 B D15 Proka NO. lull III III = III= 6(xli) -_ MOffMYwl hINIMI FA1MBr+l Pih. mm_sn_92a DATE 6n3/ZO18- II - plwullFM1 Pj IEMFI N(Fp (RmlarlD aIE1Ml NQT) �.... n'e53ra Fvx'.UY)I f9N.Y639 gimun Heart IMeNaal Rk.44dxN5M -I -III III -III -I I_I I. n, fir Is he xn -I III III III III orl%1 oilli Center to center SoWler Pik Sam• &DOD feet I III -III -III -III- d%ho Depth By AmBlamlrg Sp•n• 5.500 feet I III III III -III ° III - Polry oign FI•Iry Darn Max. Soll Praswa to Leming 'I 4m MF �� 6tThetlrne:e! -III >° III- %N Dbmkx: mIMMs %14DNmebr: >O lndtn III III 3M1ered He c M.m Fen Montl xN•hb Ma Fxt "+_ -III -III- IISeTM Ib: MA FMI L(Fi)•NN aYJh•X+D USETwd @: m.O FeN LIF71 anllM1+XrO mealmletermh: maf pE•wTd•,-dwJf T941 %It inglM1: q.S Pen Pp=wTdNM-dwlf UM WF SKtbn: W1eM0 I,•MOirf UM WFSntbn: W3IYe CA, •2/Ieh rS Aauk deatbn: 0.Mindws AaueldNMtim: 0.MIndXc PI- 3.O N1Ehi clear ham WFbrge R2 W lsurwc�h).� Dow W (Ill O RM 1.25 1.25 III uR(uppr) 111 07(upmA FT FT pIN NP. Iptaaf 0 AMOXXVt-I°%L )P3 n - mitoe. M inch" Is: wMse Me DN an i1ft y: °.own AI+R2.1/2x 400 MFx 5.5 ft/2+ 55016E _ Nankai2A rphuuplckndyMSMd M1i wFT Multiahr. 20 pih3eNhlenOyMatttl he,7sR Mmex= 550.0 Ibsx 1 2.8 1.00 )mint 550.0 /3x 2.8 I III -III -III -III -III -III - PMdw /Let: 72S FCFJFT Annymma: m PCF/n paa RI: 225 I[f/IT Amyl IN; n Fort"MTM= 2a3.5 N/FL - 5043 Ail 1558.3 p/ H III III III III -III -III III III -I I I &OS 1.o Md'IFN dS&"Wb w r1: 4Ll din F.Oa ID Md'IFWwdSaraWWnM II Mimi MmM: 3558.3 N/F[tt Midepan =III=III=III=III Sdpumsp w "ME. h1. W FT SbOMbW: to "D.P. Is: a17FT Men Ax 18,700.01MFf M MMFpm =1... =III=III=III- H hurn I" FMI Td 1,: 41.1 Not MIVA; ]2.5 RN TSW P,: 53.I IIIM �'N- �^°"/fro ON(FINtW: 5.D FT,IKm) laatiM111 w7IT D,(Rbty1: 5.0 ITjenwwM; IAMxmIII 0.17IT CANTILEVER SHORING SECTION 1 Sr=(dJ3)ye dN.cdan: xA ntmm E! 51=(d/3)R d mi xA fl frown topASwme Presure TremBOFI•ipre with Fit e'7AA MI minimum E:: 9aDA PA IIMIYdn FOp d•liale DM: lA In. NIPW. A' ".a P5F IINNILder FOS) d•12'i upe: SA In. NNw. Increasn•IkWedb BOB: b(WMarh SA FMIID4x MN]M) A=2.34Y/SSb ANmI D• a61 Inch" DIwIkN: S.D gal0laxMu°pp A=2.3, J51b AMN3• O.Minchn 1.25 TCmporary U{e A: LA FT D=O.SA(1+y'3+4.36h/A ox 4; 274 Fs D=O.5A(1+ 1+4.36h/A tphon OA' 2.2 Flat UM D aaV: MS AT On 2s.4 IT minimum LIS Repetint"UM 2500 W. Pomona Blvd. CIVIL ENGINEER. M. MEAD IpFb a9A FM Sea, Matl 11Mt. Metl BM WIMh eMOMa McMMI UMd 36A Feet S• m. PI .mw MFWItlM OMD"th Dsion•I Fb• 1509.38 PSI PDmona,CA91768-3218 PHONE: 949.413.4987 prENel ar(%E1 b RV DInx /NMn) spore) &fI b (hU LYN) llnehnJ I w tampon: FRdlr anal wu.m lap !W: Ial Lye 1ea0 wt 3850.D0 xi4 4 iMpMp: Me me 1MA w I3ab I3.m My'J• 38,]90.0 In/ 15W.3]5 psi: uA91M! imee: (09) 595-29 Phone: (909)5952924 fBIXR BhwMw am 676D.00 Fax; (909) 598-8639 sao m.o ze: lA b1 r, 5nwtl Yn N• he: m 10 A,: Lss N ll.51 A,: M.a 4 r,: lt, 41 ..: bww] Y.• y b,: 64.7o x0A2 A,: 91s !n A,: 34p N ThkBnw Depth SQn^31 �y l Be A,: f93 IT t %984W p: ten SFmw Ndm paa I,: A t m 1.m Senl4ph Cwnpaxr $Cg1On Mo911m: 3x12 2.625 x 11.5 13.21 In^3 OK r cxr ✓y 6.36 / Y 4x12 3.625 x 11.5 25.19 I1 OK oPYR rr1EINC c on SCxEj,1§ 18.76 L° 18.19 R J' rp: 2A2 126: L62 V: N fi J: rp: 2.17 i%t: 167 8x12 4.625 x 11.5 41. 0 HIA3 OR Dunuauan 0rillin p a Shawn ExPREEBLY RESERVES n5 COMMON LAX OOPY,.HT,, 4NNN D OpHEs 483A Me p1w 356.5 NfTMD'tl IX: fw: Bm5.58 lmr L33 M,N� Mrgp'd k: f=: 9398.85 bRNee 1.33 g pMEe¢°PL4NS IRE N07 TO BE tNeµfpFWerNvmNNM/, Mrlx�rk 5R.5 dm d. UMANDMM Md. IAb4a EN•t9p 1w,/Ge: 905.9 if1N kiT OMM,E 4a.2 k-FT, 6P/awrtMFl l6eµlelArNem M rRp+<A lDIA4CMM N, FP•D0 M.J1)t: 3ma 1R311110-1) kJT aiM,: SM.B k1i,FSWaXreaM) USE: Um 3x11 pS I or bitter, rolMlF mWn GeneratEngineering contractor mDCm. awxcm oR canmw 95OEORM' OR ME THEY TO p o r H P R«E. NBrtM,dmPMY. 665.7 G M,/M o.Ma MFtlwl Di gMMM,nF 0.937 ql' CA License No: 582912MD WITHOUT FIRR�STE OBTAINING THE D.J. SCUFFLED. IIRC. DATE: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DesIGNED Bv: DRAWN BY: CHECKED BYLIP: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE - 4 DESCRIPTION: CLSBA082.5" BRASS CAP LOCATION: NW CORNEROFPASEOTAXCO AND CALLS ACERVO 8-1 21 INT. PLANS PREPARED UNDER SUPERVISION OF DATE: � 26-9�0/$ RECOMMENDED: APP 1335 DESERT ROSE WAY 11797-G ASBUILTS 9-29-21 PUBLIC RKS ROBLLE ACERB C �� PLANNING /J//�//%�/ / RC.E. NO.: �4 STEVEN NOWAK 1_ TOPHE L. MAGDOSKU JAMES BOBBINS RECORD ELEVATION: DATUM: FROM: 220_432 NAVD88 21 -6/�J/ ! L �� MARSHALLJMFi1D EXP.: 12-31-18 (o/ / •J g DATE DATE PLANNING CASE NO: 261-010-27 09.200 TMD&DRIEIA R R WEER DATE SpECTOR SHEET18AOF27 I�E43W�S�IT, REPLACE SHEET 18 WALL SCHEDULE -NO SURCHARGE OH MAX. RETAIN HT. MIN" 12 T BASE 5LOCK ®FTG. WIDTH ©FTG THICKNESS ©)BOTT' STEM FDN. DOWEL QD HEEL REBAR 6'-O" TO '1'-1111 - 5'-011 1211 M5 a] 8" 05 Q 8" 5:_011 TO 9'_11a 4 _g 1:_311 15:: pill 0 8:: plJ a all 101_0II TO Ill -roll 41_gll Q:_/ :: 15I: y/ g Q11 «/ /� Qi1 2-04 (H) 21i4 LG I 12" CMU SOLID GROUT, MIN. HT. 4 (v) REINF. PER SCHED- 05 0 16" (v) 8" CMU SOLID GIRT, W/ 04 ® 32" MAX. (H) TYP. WATERPROOFING BY OTHERS 34" LAP MIN. 2411 MAX. (H) 6" MIN. EXTEND CMU FENCE — W/ 1*4 (V) 0 16" 4 04 (H) 0 3211 a zA 2-04 (H) m U w (L V WALL SCHEDULE -SURCHARGE MAX. RETAIN HT. MIN 12 BASE BLOCK WIDTH ®FTG. WIDTH ®FTG THICKNESS ©KEY DEPTH STEM BO T.OF DOWEL O BAR 26.011 TO 3'-11" - 4'-roll 1211 IF-S" 05 a all 04 9 S" 4'-0" TO - 11.011 1211 2'_6" s e S" " "4 a 8 y5'_1111 6'-O" TO I'-11" - 9'-ro11 1511 3'-311 "6 m 8" 04 9 8" 5,_0:: TO 91_011 41_811 101_011 15" 31_Se y6 s SN s a+ Sn fQ WHERE OCCURS I33" MIN. LAP m zA I all CMU y SOLID GIRT. W/ •4 0 32" MAX. (H) TYP. CLR WATERPROOFING I BY OTHERS V I I I I 16"lV) I I I �34" LAP MIN. "4 tia 24" MAX. (H) I I p I I �—DRAI 4 BACKFILL PER SOILS REPORT roll MIN. 12" CMU SOLID GROUT, MIN. HT. 4 (V) REINF. PER SCHED. DRAINAGE _0" MIN 4 BACKFILL PER SOILS REPORT TO DAYLIGHT n Rq #4. Q 24" roll MIN. _I ® MAX. (H) • u © GLR 1'-0" MIN. TO DAYLIGHT 04 24" CONT•4 MAX. (T45) � U O . U'V �JI A � ppOFESiIp HOROWITL 12 p�pT SFRc HTKKUSFKAKJ Y u N �t /F Na 61MB STRUCTURAL ENGINEERS Exist I CC2 eell w 14288 Danielson Street . Soite p20o CIVM1 Poway. CA 92084—B819 t(858) 879-8989 . Fax (858) 879-8959 CHANGE NO. OESCRIPTIDN APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINES ING DIVISION APPROVALS CITY ❑F ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Rseua s 9-29-21 DESCRIPTION, cLsB-Das ps BRASS cap INT, E PLANS PREPARED UNDER SUPERVISION ❑F REC Dl AyPRDVED LOCATION: R e- -21 UDLI DRI< DATE, 0/-03-/$ ( !.,��,7%� 1335 DESERT ROSE WAY 11797-G AND CALLS 18416 C V L R DATE PLANNI S E NDWA CMBL NCR L. JAMES ROBBINS RECORD FROM: RDS 18416 R.C.E. NO., 61398 S-2 Zoig ELEVATION; 220.432 RE ER 264-0I0-27 ➢ATUM: NAV➢88 NGINEER DATE SPECTOR SER AT SERGIN EXP., 6-30-17 DATE DATE PLANNING CASE NE 09-200 TM➢B/➢R/EIA SHEET19 OF27 LDEV-011743-2013 V%JILJ 71`itL"'1" ALL cur% 00 0 N CT Q U n W D d } N � U 0 Q O J � r W Y W CL d CO a-Q O CD U U O C)f O �o N LDEV-011743-2013 I I I I II 5' LOT 9 No W N w I LOT 12 N w z for ® i >vil MATCHLINE SEE SHEET 22 LF NON -IRRIGATED WETLAND SETBACK THINNING ZONE B2 (HOA MAINTAINED) NON -IRRIGATION ZONE A2 - NON -IRRIGATED WETLAND SETBACK ZONE A2 (HOA MAINTAINED) -• 1 _ r sVALVES FOR FIRES PROI �Lj,BE CONNECTED TO FI T 7NIGNOT TO IRRIGATION ...................Fl..-Ta.�...-.- i i �" _ _4. _ .....sr.. / , L' LOT 6 5" y / 2].31.5 2T.3 it t• S•� � /i IZ IRRIGATION ZONE AI -LOT FRONT SIDE AND BACK YARDS (LOT OWNER) 1 i / .96 y i °� i s• , ^O ; LOT 7kill / \ R yy /' � T LOT '.1 1 I II 0� ;l ZONE Bi (HOA MAINTAINED) FIRE SPRINKLER CALCS DESCRIPTION 20 SPRAY SO ROTOR QUANTITY 67 26 GPM 2.2 T2 PRECIP INAI 1.47 .58 GPM TOTAL 147.4 187.2 PRECIP INRf TOTAL 98.49 15.08 ARE COVERED 27,592 IV 65,793 A' SYSTEM l I I_ � I s mesas wv. ­44'. 1 I CHAMPION BRASS NOZZLESCHAMPION BRASS INSERT NOZZLES ARE CONSTRUCTED OF MILLED BRASS AND COME s IN A VARIETY OF SPRAY PATTERNS, INCLUDING V'- FULL -CIRCLE, HALF -CIRCLE, AND QUARTER -CIRCLE ARCS, 1 S LOT 5 AS WELL AS CENTER STRIP SPRAYS AND SQUARE PATTERN. CHAMPION BRASS INSERT NOZZLES OFFER A RANGE OF RADII FROM 4.20 FT. AND ARE COMPATIBLE WITH MOST 'y. J MICRO -IRRIGATION APPLICATIONS. GPM FOR 20' RADIUS IS 2.2 WITH A PRECIP. RATE OF 1.471NIHR. COUNTRY OF ORIGIN CODE CHINA MATERIAL SOLID BRASS �� _ Ilk 1t /�Thbt /' 1 SPRAY P HALF CIRCLE y 1. 1 �I EIGHT 1 ' INLET TYPE112' NPTf' F -� .V SPRAY RADIUS 20' PRESSURE LOSS CALCULATIONS P.O.C. 2- FIRE SPRINKLER SYSTEM WATER TYPE PoTIHyhal l DATE 10-17-17 NYpggllllC GRALE TINE PROJECT DESERT ROSE METER NUMBER JOS NULIBF.R METER SIE a• LODATxl1! C4RNfiB4D METER ELEVATION aM• CLIENT STATIC PgESSORE 711001 CONTACT VALVE NUMBEq CHECKED91 PN:PAREDSY SRC GPMATical 171.41 WATER PUMP PSI [*.STRICT CINFMWN MUMCWAL WATB3 SERVICE LINE WATER METER n 3 WYE STRAINER �- MAVPREVENTER MASTER STER VALVE FLOW SENSOR MAIN LINE ISOLATION VALVES 14 REMOTE CONTROL VALVE ____1..9 LATERAL LINES 34_ HEAD LOSS 17.32 MISC.LOSSES SUBTOTAL FITTING LOSSES SUB TOTAL FROM ABOVE in REQUIRED PSI AT LIST HEAD - AIL-- TOTAL _111922 STATIC PSI BOOST PSI PSI REQUIRED Al RESIDUAL PSI 9_ FIREBREAK Drlu Patt, P1:cw.m ' PILOTEiTLON I wa Wildfire Detector^' atipn Wildfire Detectors (Patent Pe n detect a candle flame within W feet or a foot of flame mile. DetMor is designed to he installed outdoors a waterproof enclosure. It can be mounted on any vertic ce with our rugged Z-clip bracket. The elector is 3-1/2" tall, l-3/4" wide, & 1-319 thick. ch Detector can be configured as NC m NO as a wired or wireless zone for a home automation, security and Ore alarm panel. It also an serve N a "switch" to activate simple alarm systems. It can notify all phones and act as a node on a W i-FI network or even send an email through a secure web server when connected to a home automation controller. We have currently successfully tested 2.4GHz wireless that can send a text to your Android or Where notifying you of activation. It uses a NIMH 6v AAA Battery Pack that Is continuous charged for a 6.7v 20mA Solar Panel. It "looks" for the UV signature of flame and must see it continually for 10 seconds. 30 seconds or 1 minute thus eliminating false alarms due to lightning, lighting cigarettes, arl etc. We have deployed our Detectors in harsh outdoor conditions since 2007 before having to replace the barely pack. Each Detector has an Internal relay that can handle up to.5 (1/2) AMP. IIIIIIILP_Lm ANGEIESAVER72 SnA VALLkY. CA 4JLLt eaSyWpp wpq/ ...Ira nrw......w..W 35A TNT Series so."s.. � e WI6.,aaMewvl --ate. new on, iMr i,.w' vis in wid 11 M 4 a" iss so na 1311 47 II 47 0 nop II M q u ie ¢u w e........ APPROVED DATE BENCHMARK A843UILT APPROVALS DESIGNED 1 DRAWN BY: CHECKED BYcall I JA oral ^ - DESCRIPTION: CLSB-0082.6•BRASSCAP INT. D PLANS PREPARED UNDER SUPERVI OF 9-29-21 LOCATION: NW CORNER OF PASEO TAXCO B-1 21 AND C211 F ACERVO 15 UPNI DATE: �i S S" �� RECORD FROM: ROS 18/18 UC. NO.: 5299 ELEVATION: 220432 21 DATUM: NAVD88 INEER DATE BEAN .0 KE EXP.: 01-31-20 IRRIGATION LEGEND: SYM. MANUF. MODELNUMBER DESCRIPTION DETAIL ®® FEBCO 1-1/4"825YA SERIES W/ WYE STRAINER REDUCED PRESSURE BAC PREVENTER 13-Sifl`l WILKINS 500YSBR PRESSURE REDUCING V S REQUIRED ® HAMMOND 8901 SERIES BALL VALVE, LINE N A VALVE BOX I"IfTl HUNTER PGV SERIES IRRIGATIO : PRESSURE REDUCING 17SHTA.4 REMO ROL VALVE INSTALLED IN A VALVE BOX O HUNTER IBV-151G4JC VALVE WITH DC LATCHING SOLENOID 18SHT/L< ® HUNTER IBV-301G-DC SS VALVE WITH DC LATCHING SOLENOID 17SHT/L4 ® HUNTER QCV-100 QUICK COUPLER VALVE, LINE SIZED TYP. IBSHT/L4 IN A VALVE BOX Q HUNTER FCT-150 FLOW SENSOR 19SHT/L4 PW PIPE PVC CL. 200 LATERAL LINE 117SHTA.4 •••••• PW PIPE PVC SCH. PRESSURE MAINLINE SIZE PER PLAN 117SHTA.4 ----_ PW PIPE PVC LATERAL LINE FOR FIRE SYSTEM 117SHT/L4 - PW PIPE Be PVC SCH. 40 IRRIGATION SLEEVING 117SHT/L4 ® HU S00-PL ICORE CONTROLLER EXPANDED FOR 15 114SWUL4 STATIONS PLUS MASTER VALVE ® ER MINICLIK RAIN SENSOR MOUNTED ON V POLE PER MANUFACTURER FIRESCOUT X3 WIR FIRE SENSOR PER MANUFACTURER IRRIGATION HEAD LEGEND: Steel- MANUF. MDUEL NUMBER DESCRIPTION RAD GPM PSI DETAIL 1O HUNTER PROS-PRS40CV-CV-90 MP ROTATOR ADJ 90"-210" 8-15' .42 40 11/QSHT/L4 Q HUNTER PROS-MP100080 MP ROTATOR 360' 8-15' .84 40 IlR2SHT/L4 HUNTER PROS­l2FR540CV#MP CORNER MP ROTATOR ADJ 45-1 W 8.15 .19 40 11/12SHT/L4 Q HUNTER PROS-12FRS40CV-MP 1000-210 MP ROTATOR ADJ 210"-270" 8-15' .63 40 11/12SHT/L4 05 HUNTER PROS-12FRS40CV-CV-90 MP ROTATOR ADJ 90"-210" 13-21' .77 40 1112SHT/L-0 © HUNTER PR0S-12FRS40CV40IP2000.380 MP ROTATOR 380" 13-21' 1A8 40 11/12SJl QT HUNTER PROSI2FRS40CV-MP3000-90 MP ROTATOR ADJ 90"-210" 22-M 1.82 40 11112SHTA_4 08 HUNTER PROS12FRS40CV-MP3000-350 MP ROTATOR 360" 22-30 3.64 40 1102SHT/L4 09 HUNTER PROS-12FRS40CVJAP3000-210 MP ROTATOR 210"-270" 22W 2.73 40 11/12SHTIL4 ® HUNTER PROS0&PRS30CVlMP3DDD-210 ADJUSTABLE NOZZ. Oral W 0.45 30 11/12SHT/L4 ® HUNTER PROS-0SPRS40CV-10PCN POP-UP TREE BUBBLER 1.0 30 11SHT1L4 Q HUNTER PROS-12-PRS40CV-MPLCS515 MP LEFT STRIP 5-X15' .22 40 I1SHT/L4 ® 14UNTER PROS-12FRS40CV-MPRCS515 MP RIGHT STRIP SXIS' .22 40 IbSHTA.4 ® HUNTER PROS12FRS40CV-MPSS530 MP SIDE STRIP 5'y30' .44 40 hSHT/L4 ® CHAMPION ISSN BRASS POP-UP SPRAY 20' 2.2 30 11112SHTIL4 RAINSIRD 35A-ADJ-TNT IMPACT ROTOR 59 7.2 50 11112SHTIL4 LATERAL PIPE SIZING: VALVE CALLOUT: SCH. 40 PIPE GPM VEL. 3W 0-7 4.42 CONTROLLER 1' 4.8STATION 1-1M' 13-22 4,85 GPM 3 VALVE SIZE - 1-1IY 0 4.84 1S 1' 31233 2" 3150 4.87 IRRIGATION NOTES: 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENT WITHIN PLANTING AREAS WHERE EVER POSSIBLE. 2. USE CHECK VALVES TO PREVENT LOW HEAD DRAINAGE WHERE NEEDED. S ADJUST ALL HEADS TO AVOID OVERTHROW ONTO WALLS, WALKS, WINDOWS REDUCE RADIUS WITH ADJUSTABLE SCREW FOR UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING & BUBBLER LINES. STAKE TREE LOCATIONS PRIOR TO TRENCHING. &CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY CONNECTIONS FOR 120V A.C. ELECTRICAL SERVICE TO THE IRRIGATION CONTROLLER. S. CONTRACTOR SHALL INSPECT THE SITE AND VERIFY ALL CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK TO ALLOW FOR ADEQUATE IRRIGATION COVERAGE AS SHOWN ON PLAN, ADJUST BUBBLE HEAD SPRAY HEADS TO COMPENSATE FOR CHANGE IN AREAS. 7. TO ENSURE PROPER LOCATION OF IRRIGATION SLEEVES INSTALLATION COORDINATE LOCATION OF MAINLINE BUBBLER LINE AND CONTROL WARES WITH ALL OTHER RELATED TRADES AS REQUIRED. 6, ALL BRASS FITTINGS TO BE RED BRASS TYPICAL. 9. USE 3/4"TEFLON TAPE ON ALL THREADED CONNECTIONS. 10. IRRIGATION SYSTEM IS DESIGNED FROM A STATIC WATER PRESSURE OF 90 P.S.I. IS 30 G.P.M. FROM POTABLE SERVICE LINE TYPICAL, CONTRACTOR SHALL VERIFY WATER PRESSURE AT WORST CONDITION AND CONTACT THE LANDSCAPE ARCHITECT IF ANY INCONSISTENCIES OCCUR. it. CONTROL WIRE SCHEDULE: (MAX LENGTH RUNS) CONTROU COMMON: 1410_14 NO 72 NO.10 NOB NO.14 1,]00' ZOO 2,400 Z70D' Ni 2,700 3,300 3SW N0.10 4,300' 5,200 8 B700' 12. WIRING SCHEDULE IN BASED ON A 24 VOLT AUTOMATIC IRRIGATION CONTROLLER & WIRE SIZE BASED ON OPERA EVALVEATATIME. 13. ALL IRR SHALL CONFORM TO THE COUNTY OF SAN DIEGO'S STANDARDS AND SPECIFICATIONS. 14. NOTIFY LA E ARCHITECT FOR COVERAGE TEST PRIOR TO PLANTING. 15. ANY PIPE NOT D THAT IS DOWNSTREAM OF A 1"UTERAL, IS TO BE 3/4". 16. ALL IRRIGATION E NT (EXCEPT UNDERGROUND) SHALL BE LOCATED A MINIMUM OF 24" FORM ANY WIRDSACPE PAVING. 17. ALL ZONE ONSITE SHALL DYNAMIC PRESSURE OF 50 PSI OR LESS. 18. RAINS SENSOR SHALL BE MOU N 8' POLE AWAY FROM ANY IRRIGATION OVERSPRAY AND OVERHANGS. INSTALL PER MANUFACTURERS RECO ATIONS. NORTH 0 10" 20" 40 - 11p COPf9?ANOODYNYI SCALE: - 1" = 20' i0q I ii 7 s acEANNOE amass >4-� ]00-i15-p100 a.11A4szm CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT ING NO. APPROVED: 1335 DESERT ROSE WAY CHRISTOPHERLMA OSKU JAMESROBBINS 11797- s-z 201k 264-010-27BA DATE' PLANNING CASE NO. 09-200 TMDJR/EIA SHEET 21 OF VOID S H-E`E743SE E 21 A N li U LL 0 GO Z O Q. W ♦_ 7 W aOD U � O ILZ� �`` Y LU m w god U U W0tZ X 62,e 5 MATCHLINE SEE SHEET 22 CHANGE NO. DESCRIPTION - NON -IRRIGATED WETLAND SETBACK THINNING ZONE E -(HOA MAINTAINED) - i � NON -IRRIGATION ZONE A2 -NON-IRRIGATEb W 354' 1 F1 (HOA MAINTAINED) FIRE SPRINKLER CALCS DESCRIPTION 20' SPRAY 50' ROTOR I QUANTITY 67 26 GPM 2.2 7.2 PRECIP IN/H 1.47 .58 GPM TOTAL 147.4 187.2 PRECIP INIH TOTAL 98,49 15.08 ARE COVERED 27,592112 65,793112 -VALVES FOR FIRE PROTECTION SYSTEM \TO BE CONNECTED TO FIRESCOUT X3 SENSOR AND NOT TO IRRIGATION CONTROLLER. 111 1 - I I NI �- ' 1 i 84'W 57 . l 142 5" - �yZON€A1-LOT FRONT 1 �,, ° 1' ACK YARDS (LOT OWNER). I M41 l 'i xon la,_� � / ill;jll: I I II / li 1 15519 I c I 1 x I a / I I : i 1 in 1 I� J c I 1X5i f I I 1 x G2 7 s'��'1' G7 c I x S �• ait• t 1 l i 1 _ ___.h \/ I: ae c� I r QHAMPION POP-UP SPRINKLER -185H Ii 1 c A 1 fisz ,• � I ; i H1 u c I i 4 1' 4I; L i _J CHAMPION BRASS NOZZLESCHAMPION BRASS INSERT NOZZLES ARE CONSTRUCTED OF MILLED BRASS AND COME x5' IN A VARIETY OF SPRAY PATTERNS, INCLUDING FULL -CIRCLE, HALF -CIRCLE, AND QUARTER -CIRCLE ARCS, AS WELL AS CENTER STRIP SPRAYS AND SQUARE PATTERN. CHAMPION BRASS INSERT NOZZLES OFFER A RANGE OF j I RADII FROM 4-20 FT. AND ARE COMPATIBLE WITH MOST MICRO-IRRIGATION APPLICATIONS. GPM FOR 20' RADIUS IS 1 / I 2.2 WITH A PRECIP. RATE OF 1.471NMR. I 1 COUNTRY OF ORIGIN CODE CHINA MATERIAL SOLID BRASS j ! SPRAY PATTERN HALF CIRCLE / /• V 1 POP-UP HEIGHT 1.25" INLET TYPE112"FNPT SPRAY RADIUS 20' DATE BENCHMARK DESCRIPTION: CLSB-00625" BRASS CAP 29-21 LOCATION: NW CORNER OF PASEO TAXCO AND CALLE ACERVO RECORD FROM: ROS 18416 ELEVATION: 220.432 DATUM: NAV088 AS -BUILT APPROVALS INT. PRESSURE LOSS CALCULATIONS P.O.C. 2- FIRE SPRINKLER SYSTEM WATER TYPE POTABLE WATER GATE 10.17-17 HYDRAULIC GRADE LINE PRO.IECT DESERT ROSE METER NUMBER JOB NUMBER METER SIZE T LCCARON CARSUSBAB METERELEVATION yp CLIENT STATICPRESSURE 70PA CONtA VALVE NUMBER CHECKED At PREPARED BY SRC GPMATVA_VE 5 WATER PUMP PSI DISTRICT OUVENHNN MUNIGPAL WATER MI SERVICE LINE 014_ WATER METER WYE STRAINER 90 BACKFLOW PREVENTER 19.G MASTER VALVE FLOW SENSOR MAIN LINE 62 ISOLATION VALVES 1.4- REMOTE CONTROL VALVE 15- LATERAL LINES 3A- HEAD LOSS 17V MISC.LOSSES SUBTOTAL 20 FITTING LOSSES 2 SUB TOTAL FROM ABOVE 20 REQUIRED PSI AT LAST HEAD 4n TOTAL 60.2 STATIC PSI 70 BOOST PSI PSI REQUIRED ______6.1- RESIDUAL PSI 9 -WILDFIRE PROTECTION SPEt'MUST FIREBREAK LICENMEM I c-16 PROTECTION Wildfire Detector° Information Wildfire Detector• (Patent Pending) Iran detect a candle flame within 60 fee[ or a foot of flame at a K mile. Detector is designed to be Installed outdoors and has a waterproof enclosure. It on be mounted an any vertical surface with our rugged Z<lip bracket. The size of Detector is 3-1/2" tall,1.3/4" wide, & 1-3/8 thick. Each Detector on be configured as NC or NO as a wired or wireless zone for a home automation, security and fire alarm Panel. It also can serve as a "switch" to activate simple alarm systems. It can notify cell phones and act as a node on a VI network or even send an email through a secure web server when connected to a home automation controller. We have currently successfully tested 2.4GHz wireless that on send a text to your Android or Phone notifying you of activation. It uses a NiMH 6v AAA Battery Pack that is continuous charged for a 6.7v 20mA Solar Panel. It "looks" for the UV signature of flame and must we it continually for 10 seconds. 30 seconds or 1 minutethus eliminating false alarms due to lightning, lighting cigarettes, arcing, etc. Wehave deployedourDetectors in harsh outdoor conditions since 2007 before having to replace the battery pack. Each Detector has an internal relay that can handle up to .5 (1/2) AMP. 51MKIAS AM')ELFS AVF e'll SIMI VALIPY.CA V.iWS Ya5846SW WWW.FlREHREAKNO.COM „ seww-mms.mmsry RAMI SSA-1NTSMa• m.u+.... rw e.P ,era, vo,an seem.. 'r..... a•a. eas. Re. 1aMav w a as m ss u o « AS 045 n 1 45 54 01 ox a i�o on m P s. 51 as; W DATE: 4-20-21 LIC. NO.: 5299 STEVEN NOWAK EXP.: 01-31-20 DATE SEAN R. CLARKE IRRIGATION LEGEND: SYM. MANUR MODELNUMBER DESCRIPTION DETAIL ®® FEBCO 1-1/4" 825YA SERIES W/ WYE STRAINER REDUCED PRESSURE BACKFLOW PREVENTER 13SHTIL4 WILKINS 500 YSBR PRESSURE REDUCING VALVE AS REQUIRED ® HAMMOND 8901 SERIES BALL VALVE, LINE SIZED IN A VALVE BOX 15SHT/L4 HUNTER PGV SERIES IRRIGATION VALVE PRESSURE REDUCING 17-SHT/L4 OREMOTE CONTROL VALVE INSTALLED IN A VALVE BOX HUNTER ISV-151G-DC MASTER VALVE WITH DC LATCHING SOLENOID 161 ® HUNTER IBV-301G-0C BRASS VALVE WITH DC LATCHING SOLENOI D 17-SHT/L4 ® HUNTER QCV-IDO QUICK COUPLER VALVE, LINE SIZED TYP. HESHT/L-4 IN A VALVE BOX e HUNTER PGV-101-ASV-DC V ANTI SIPHON VALVE WITH FLOW CONTROL XXSHT/1-4 OF HUNTER FGT-150 FLOW SENSOR 191 PW PIPE PVC CL. 200 LATERAL LINE 117-SHT/L4 •••... PW PIPE PVC SCH. 40 PRESSURE MAINLINE SIZE PER PLAN 117-SHT/L4 ------ PW PIPE PVC SCH. 40 LATERAL LINE FOR FIRE SYSTEM 117-SHT/L4 PWPIPE 2X PIPE W PVC SCH. 40 IRRIGATION SLEEVING 117SHT/L-4 ® HUNTER IC-600-PL I -CORE CONTROLLER EXPANDED FOR 15 114-SHT/L4 ®-®t HUNTER NODE400 BATTERY OPERATED CONTROLLER 114-SHT/L-4 ® HUNTER MINICLIK RAIN SENSOR MOUNTED ON 8' POLE PER MANUFACTURER EM FIRESCOUTX3 UVIR FIRE SENSOR PER MANUFACTURER IRRIGATION HEAD LEGEND: SYIJI. MANUF. MODEL NUMBER DESCRIPTION RAD. GPM PSI DETAIL ID HUNTER PROS-12-PRS40-GV-MP1000-90 MP ROTATOR ADJ W-2100 8-05' .42 40 11/12-SHT/L-0 OQ HUNTER PROS-12-PRS40-CV-MP7000-90 MP ROTATOR 360° 8-15' .84 40 11/12-SHTIL-4 Q HUNTER PROS-I2-FRS40-CV-MP CORNER MP ROTATOR ADJ 4Y-105" 8-15' .19 40 11/12-SHT/L-4 Q HUNTER PROS72-PRS4D-CV-M1p 1000.210 MP ROTATOR ADD 210u-Z70" 8-15' .63 40 11/12-SHT/L4 © HUNTER PROS-I2-PR54DCV-MP2000-90 MP ROTATOR ADD 90•-210- 13-21' .82 40 11/12-SHTA-4 © HUNTER PROS-I2-PRS40-CV-MP2000I MP ROTATOR 3W 13-21' 1.48 40 11/12-SHT/L-4 Qi HUNTER PROS-12444S40CV-MP3000-90 MP ROTATOR ADJ 9W-210" 22-30' 1.82 40 11/12SFIT/L-0 0 HUNTER PROS-I2-PRS4D-CV-MP3000-360 MP ROTATOR 360° 22-30' 3.64 40 11/12SHTIL4 HUNTER PROSI2-PRS40CV-MP3000-210 MP ROTATOR 210"-27W 22-3V 2.73 40 11112SHT/L4 ® HUNTER PROS-O6­PRS30CV-MP8000-210 ADJUSTABLE NOZZ. 01 4' 0.45 30 11112SHT/L4 HUNTER PROS-066PRS4DCV-10-PCN POP-UP TREE BUBBLER 1.0 30 11SHT/L4 © HUNTER PROS12-PRS40-CV-MPLCS515 MP LEFT STRIP 51k15' .22 40 11-SHT/L4 HUNTER PROS-I2-PRS40-CV-MPRCS515 MP RIGHT STRIP 5,05' .22 40 11-SHT/L4 OS HUNTER PROS-12-PRS40-CV-MPSS530 MP SIDE STRIP 5'K30' .44 40 11-SHTIL4 © 18SH BRASS POP-UP SPRAY 20' 2.2 30 11112-SFML4 ® RAINBIRD 35A-ADJ-TNT IMPACT ROTOR 50' 7.2 50 11112SFML4 LATERAL PIPE SIZING: VALVE CALLOUT: SCH. 40 PIPE GPM VEL. 3/4" 0-7 4.42 CONTROLLER 1• 9-12 4.62 STATION 1-1/4• M22 4.85 GPM 3 VALVE SIZE 1-1/2" 2330 4.84 1g 1• 2• 3150 4.87 IRRIGATION NOTES: 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENT WITHIN PLANTING AREAS WHERE EVER POSSIBLE. 2. USE CHECK VALVES TO PREVENT LOW HEAD DRAINAGE WHERE NEEDED. 3. ADJUST ALL HEADS TO AVOID OVERTHROW ONTO WALLS, WALKS, WINDOWS REDUCE RADIUS WITH ADJUSTABLE SCREW FOR UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING & BUBBLER LINES. STAKE TREE LOCATIONS PRIOR TO TRENCHING. &CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY CONNECTIONS FOR 120V A.C. ELECTRICAL SERVICE TO THE IRRIGATION CONTROLLER. 6. CONTRACTOR SHALL INSPECT THE SITE AND VERIFY ALL CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. TO ALLOW FOR ADEQUATE IRRIGATION COVERAGE AS SHOWN ON PLAN, ADJUST BUBBLE HEAD SPRAY HEADS TO COMPENSATE FOR CHANGE IN AREAS. 7. TO ENSURE PROPER LOCATION OF IRRIGATION SLEEVES INSTALLATION COORDINATE LOCATION OF MAINLINE BUBBLER LINE AND CONTROL WIRES WITH ALL OTHER RELATED TRADES AS REQUIRED. S. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL 9. USE 314'TEFLON TAPE ON ALL THREADED CONNECTIONS. 10. IRRIGATION SYSTEM IS DESIGNED FROM A STATIC WATER PRESSURE OF 90 P.S.I. & 30 G.P.M. FROM POTABLE SERVICE LINE TYPICAL, CONTRACTOR SHALL VERIFY WATER PRESSURE AT WORST CONDITION AND CONTACT THE LANDSCAPE ARCHITECT IF ANY INCONSISTENCIES OCCUR. 11. CONTROL WIRE SCHEDULE: (MAX LENGTH RUNS) CONTROL/COMMON: NO.14 NO.12 N0.10 NOA NO-14 1,70Y 2,000' 2,400' 2,700' N0.12 2.700' 3,300' 31 NO.10 4,300' 5.200' NOR 6,700' 12. ABOVE WIRING SCHEDULE IN BASED ON A 24 VOLT AUTOMATIC IRRIGATION CONTROLLER & WIRE SIZE BASED ON OPERATING ONE VALVE AT A TIME 13. ALL IRRIGATION SHALL CONFORM TO THE COUNTY OF SAN DIEGO"S STANDARDS AND SPECIFICATIONS, 14. NOTIFY LANDSCAPE ARCHITECT FOR COVERAGE TEST PRIOR TO PLANTING 15. ANY PIPE NOT LABELED THAT IS DOWNSTREAM OF A I" LATERAL, IS TO BE 3/40 . 16. ALL IRRIGATION EQUIPMENT (EXCEPT UNDERGROUND) SHALL BE LOCATED A MINIMUM OF 24" FORM ANY HARDSACPE PAVING. 17. ALL ZONE ON -SITE SHALL HAVE A DYNAMIC PRESSURE OF 50 PSI OR LESS. 18. RAINS SENSOR SHALL BE MOUNTED ON 8' POLE AWAY FROM ANY IRRIGATION OVERSPRAY AND OVERHANGS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. Ica to O N O) Q U W U) Z Q W O O 0- W (n W } Q � U Q O J � � W L Y W LL DO Pt10SCAPF Q LL CD O NyT R. Ct.gRT J O 61 NORTHF�OZ U O O^ 0 10 20' 40' In No.szss w $GALE: - 1" = 209TP OF CAUFO��\ OOFJir60o-716a ou CA92058 CA. LLAN5299 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1335 DESERT ROSE WAY 117 9 7 - G JAMES ROBBINS _ 264-010-27 PLANNING CASE NO: 09-200 TMDB/DR/EIA SHEET21AOF 35 ® NEW SHEET REPLACE 21 LDEV-011743-2013 MATCHLINE SEE SHEET 22 CHANGE NO. X 62,e - NON -IRRIGATED WETLAND SETBACK THINNING ZONE E -(HOA MAINTAINED) - i � NON -IRRIGATION ZONE A2 -NON-IRRIGATEb W 154' (HOA MAINTAINED) FIRE SPRINKLER CALCS DESCRIPTION 20' SPRAY 50' ROTOR I QUANTITY 67 26 GPM 2.2 7.2 PRECIP IN/H 1.47 .58 GPM TOTAL 147.4 187.2 PRECIP INIH TOTAL 98,49 15.08 ARE COVERED 27,592112 65,793112 -VALVES FOR FIRE PROTECTION SYSTEM ITO BE CONNECTED TO FIRESCOUT X3 SENSOR AND NOT TO IRRIGATION CONTROLLER. / 111 rl i I - I I NI �- 84'W 57 . 114z 5" - �yZON€A1-LOT FRONT I �,, ° 1' ACK YARDS (LOT OWNER). I M41 l on � / ill;jll: I I II / li 1 15519 I c I 1 x I a / I I : i 1 1 If J c I 1X5i f I I 1 x G2 7 s'��'1' G7 c I x 5 �• ait• t 1 l i 1 _ ___.h \/ I: ae c� I r QHAMPION POP-UP SPRINKLER -185H Ii 1 c A 1 fisz ,• � I ; i H1 u c I i 4 1- 4I; L i _J CHAMPION BRASS NOZZLESCHAMPION BRASS INSERT NOZZLES ARE CONSTRUCTED OF MILLED BRASS AND COME x5' IN A VARIETY OF SPRAY PATTERNS, INCLUDING FULL -CIRCLE, HALF -CIRCLE, AND QUARTER -CIRCLE ARCS, AS WELL AS CENTER STRIP SPRAYS AND SQUARE PATTERN. CHAMPION BRASS INSERT NOZZLES OFFER A RANGE OF j I RADII FROM 4-20 FT. AND ARE COMPATIBLE WITH MOST MICRO-IRRIGATION APPLICATIONS. GPM FOR 20' RADIUS IS 1 / I 2.2 WITH A PRECIP. RATE OF 1.471NMR. I I COUNTRY OF ORIGIN CODE CHINA MATERIAL SOLID BRASS j ! SPRAY PATTERN HALF CIRCLE / /• V 1 POP-UP HEIGHT 1.25" INLET TYPE112"FNPT SPRAY RADIUS 20' DESCRIPTION APPROVED DATE I BENCHMARK AS -BUILT APPROVALS )LACE 21 DESCRIPTION: CLSB-01I625" BRASS CAP INT. 9-29-21 LOCATION: NW CORNER OF PASEO TAXCO 8-1 21 PUBLIC RKS AND CALLE ACERVO S. DSC DATE RECORD FROM: ROS 18416 PLANNING ELEVATION: 220.432 21 REVI R DATUM: NAVD88 INEER DATE ocrTno PRESSURE LOSS CALCULATIONS P.O.C. 2- FIRE SPRINKLER SYSTEM WATER TYPE POTABLE WATER GATE 10.17-17 HYDRAULIC GRADE LINE PRO.IECT DESERT ROSE METER NUMBER JOB NUMBER METER SIZE 3' LOCARGN CARUSBAB METERELEVATION yp CLIENT STATICPRESSURE 700A CONtACT VALVE NUMBER CHECKED At PREPARED BY SRC GPMATVA_VE 5 WATER PUMP PSI DISTRICT OUVENHAIN MUNICIPAL WATER DSTRCT SERVICE LINE 014_ WATER METER WYE STRAINER 90 BACKFLOW PREVENTER 19.G MASTER VALVE FLOW SENSOR MAIN LINE 62 ISOIAVON VALVES 1.4- REMOTE CONTROL VALVE 15- LATERAL LINES 3A- HEAD LOSS 17V MISC.LOSSES SUBTOTAL 20 FITTING LOSSES 2 SUB TOTAL FROM ABOVE M REQUIRED PSI AT LAST HEAD 4n TOTAL 60.2 STATIC PSI 70 BOOST PSI PSI REQUIRED ______6.1- RESIDUAL PSI 9 -WILDFIRE PROTECTION sPEt'MUrr FIREBREAK MCENSEN'I6PrI c-16 PROTECTION Wildfire Detector° Information Wildfire Detector• (Patent Pending) Iran detect a candle flame within 60 fee[ or a foot of flame at a K mile. Detector is designed to be Installed outdoors and has a waterproof enclosure. It on be mounted an any vertical surface with our rugged Z<lip bracket. The size of Detector is 3-1/2" tall,1.3/4" wide, & 1-3/8 thick. Each Detector on be configured as NC or NO as a wired or wireless zone for a home automation, security and fire alarm Panel. It also can serve as a "switch" to activate simple alarm systems. It can notify cell phones and act as a node on a IAI network or even send an email through a secure web server when connected to a home automation controller. We have currently successfully tested 2.4GHz wireless that on send a text to your Android or Phone notifying you of activation. It uses a NiMH 6v AAA Battery Pack that is continuous charged for a 6.7v 20mA Solar Panel. It "looks" for the UV signature of flame and must we it continually for 10 seconds. 30 seconds or 1 minutethus eliminating false alarms due to lightning, lighting cigarettes, arcing, etc. Wehave deployedourDetectors in harsh outdoor conditions since 2007 before having to replace the battery pack. Each Detector has an internal relay that can handle up to .5 (1/2) AMP. 51MKIAa AM')ELFS AVF e'll SIMI VALIPY.CA V.iWS Ya5846SW WWW.FREHRFAKNO.COM „ 1mPwarmms.mmse•v RAMI 3Ls-1NTSMaa m.u+.... rw e.P ,era, •o,an seem.. IaMav w a u m ss u o « AS 045 n 1 45 54 01 ox a i�o on m P s. 51 as; W DATE:' " LIC. NO.: 5299 STEVEN NOWAK SEAN R. CLARKE EXP.: 01-31-20 DATE IRRIGATION LEGEND: SYM. MANUF. MODELNUMBER DESCRIPTION DETAIL ®® FEBCO 1-1/4" 825YA SERIES W/ WYE STRAINER REDUCED PRESSURE BACKFLOW PREVENTER 13-SHTIL4 WILKINS 500 YSBR PRESSURE REDUCING VALVE AS REQUIRED ® HAMMOND 8901 SERIES BALL VALVE, LINE SIZED IN A VALVE BOX 15SHT/L4 HUNTER PGV SERIES IRRIGATION VALVE PRESSURE REDUCING 17-SHT/L4 OREMOTE CONTROL VALVE INSTALLED IN A VALVE BOX HUNTER ISV-151G-0C MASTER VALVE WITH DC LATCHING SOLENOID 16-SHT/L4 ® HUNTER IBV-301G-DC BRASS VALVE WITH DC LATCHING SOLENOI D 17-SHT/L4 ® HUNTER QCV-100 QUICK COUPLER VALVE, LINE SIZED TYP. HESHT/L-4 IN A VALVE BOX e HUNTER PGV-101-ASV-DC 1"ANTI SIPHON VALVE WITH FLOW CONTROL XXSHTIL4 OF HUNTER FGT-150 FLOW SENSOR 191 PW PIPE PVC CL. 200 LATERAL LINE 117-SHT/L4 •..... PW PIPE PVC SCH. 40 PRESSURE MAINLINE SIZE PER PLAN 117-SHT/L4 ------ PW PIPE PVC SCH. 40 LATERAL LINE FOR FIRE SYSTEM 117-SHT/L4 PWPIPE 2X PIPE W PVC SCH. 40 IRRIGATION SLEEVING 117SHT/L-4 ® HUNTER IC-600-PL I -CORE CONTROLLER EXPANDED FOR 15 114-SHT/L4 ®-®t HUNTER NODE400 BATTERY OPERATED CONTROLLER 114-SHT/L-4 ® HUNTER MINICLIK RAIN SENSOR MOUNTED ON 8' POLE PER MANUFACTURER EM FIRESCOUTX3 UVIR FIRE SENSOR PER MANUFACTURER IRRIGATION HEAD LEGEND: SYIJI. MANUR MODEL NUMBER DESCRIPTION Fili GPM PSI DETAIL ID HUNTER PROS-12-PRS40-GV-MP1000-90 MP ROTATOR ADJ W-210" 8-05' .42 40 11/12-SHT/L4 OQ HUNTER PROS12-PRS40-CV-MP7000-90 MP ROTATOR 360' 8-15' .84 40 11/12-SHTIL-4 Q HUNTER PROS-12-PRS40-CV-MP CORNER MP ROTATOR ADJ 4Y-105" 8-15' .19 40 11/12-SHT/L-4 Q HUNTER PROS724PRS4D-CV-MP 1000.210 MP ROTATOR ADJ 2101 8-15' .63 40 11/12-SHT/L4 © HUNTER PROS-I2-PR54DCV-MP2000-90 MP ROTATOR ADJ 90•-210- 13-21- .82 40 11/12-SHTA-4 © HUNTER PROS-I2-PRS40-CV-MP20WI MP ROTATOR 3W 13-21' 1.48 40 11/12-SHT/L-4 Qi HUNTER PROS-1244ZS40CV-MP3000-90 MP ROTATOR ADJ 91 22-30' 1.82 40 11/12SFIT/L-0 0 HUNTER PROS-I2-PRS4D-CV-MP3000-360 MP ROTATOR WO* 22-30' 3.64 40 11/12SHTIL4 HUNTER PROSI2-PRS40CV-MP3000-210 MP ROTATOR 210"-27W 22-3V 2.73 40 11112SHT/L4 ® HUNTER PR0S-O6­PRS30CV-MP8000-210 ADJUSTABLE NOZZ. 01 4' 0.45 30 11112SHT/L4 HUNTER PROS-066PRS40-CV-10-PCN POP-UP TREE BUBBLER 1.0 30 11SHT/L4 © HUNTER PROS12-PRS40-CV-MPLCS515 MP LEFT STRIP 51k15' .22 40 11-SHT/L4 HUNTER PROS-I2-PRS40-CV-MPRCS515 MP RIGHT STRIP 5,05' .22 40 11-SHT/L4 OS HUNTER PROS-12-PRS40-CV-MPSS530 MP SIDE STRIP 5'X30' .44 40 11-SHTIL4 © 18SH BRASS POP-UP SPRAY 20' 2.2 30 11112-SFML4 ® RAINBIRD 35A-ADJ-TNT IMPACT ROTOR 50' 7.2 50 11112SFML4 LATERAL PIPE SIZING: VALVE CALLOUT: SCH. 40 PIPE GPM VEL. 3/4" 0-7 4.42 CONTROLLER 1• 9-12 4.62 STATION 1-1/4• M22 4.85 GPM 3 VALVE SIZE 1-1/2" 2330 4.84 1g 1• 2• 3150 4.87 IRRIGATION NOTES: 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENT WITHIN PLANTING AREAS WHERE EVER POSSIBLE. 2. USE CHECK VALVES TO PREVENT LOW HEAD DRAINAGE WHERE NEEDED. 3. ADJUST ALL HEADS TO AVOID OVERTHROW ONTO WALLS, WALKS, WINDOWS REDUCE RADIUS WITH ADJUSTABLE SCREW FOR UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING & BUBBLER LINES. STAKE TREE LOCATIONS PRIOR TO TRENCHING. &CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY CONNECTIONS FOR 120V A.C. ELECTRICAL SERVICE TO THE IRRIGATION CONTROLLER. 6. CONTRACTOR SHALL INSPECT THE SITE AND VERIFY ALL CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. TO ALLOW FOR ADEQUATE IRRIGATION COVERAGE AS SHOWN ON PLAN, ADJUST BUBBLE HEAD SPRAY HEADS TO COMPENSATE FOR CHANGE IN AREAS. 7. TO ENSURE PROPER LOCATION OF IRRIGATION SLEEVES INSTALLATION COORDINATE LOCATION OF MAINLINE BUBBLER LINE AND CONTROL WIRES WITH ALL OTHER RELATED TRADES AS REQUIRED. S. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL 9. USE 314'TEFLON TAPE ON ALL THREADED CONNECTIONS. 10. IRRIGATION SYSTEM IS DESIGNED FROM A STATIC WATER PRESSURE OF 90 P.S.I. & 30 G.P.M. FROM POTABLE SERVICE LINE TYPICAL, CONTRACTOR SHALL VERIFY WATER PRESSURE AT WORST CONDITION AND CONTACT THE LANDSCAPE ARCHITECT IF ANY INCONSISTENCIES OCCUR. 11. CONTROL WIRE SCHEDULE: (MAX LENGTH RUNS) CONTROL/COMMON: N0.14 140.12 NO.10 NOS NO-14 1,700' 2,000' 2,400- 2,700' N0.12 2.700' 3,3W 31 NO.10 4,3W 5.200' NOR 6,700' 12. ABOVE WIRING SCHEDULE IN BASED ON A 24 VOLT AUTOMATIC IRRIGATION CONTROLLER & WIRE SIZE BASED ON OPERATING ONE VALVE AT A TIME 13. ALL IRRIGATION SHALL CONFORM TO THE COUNTY OF SAN DIEGO"S STANDARDS AND SPECIFICATIONS, 14. NOTIFY LANDSCAPE ARCHITECT FOR COVERAGE TEST PRIOR TO PLANTING 15. ANY PIPE NOT LABELED THAT IS DOWNSTREAM OF A I" LATERAL, IS TO BE 3/40 . 16. ALL IRRIGATION EQUIPMENT (EXCEPT UNDERGROUND) SHALL BE LOCATED A MINIMUM OF 24" FORM ANY HARDSACPE PAVING. 17. ALL ZONE ON -SITE SHALL HAVE A DYNAMIC PRESSURE OF 50 PSI OR LESS. 18. RAINS SENSOR SHALL BE MOUNTED ON 8' POLE AWAY FROM ANY IRRIGATION OVERSPRAY AND OVERHANGS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. Ica U) O N O) Q U W U) Z Q W O O 0- W (n W } Q � U I� W Q O J � � W L Y W LL CO PpOSCAPF Q LL CD O Nyy R. Ct.gRT J O 61 NORTHF�OZ U O O^ 0 10 20' 40' In ` `u - No.szss tJ w = 9CAU,IDCOPPERWOODWA $AE: - 10 20' OFJro-76ouzs58 i601a CA. LLAN5299 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1335 DESERT ROSE WAY 117 9 7 - G JAMES ROBBINS _ 264-010-27 PLANNING CASE NO: 09-200 TMDB/DR/EIA SHEET21AOF 35 ® NEW SHEET REPLACE 21 LDEV-011743-2013 00 O N CT Q U n W D d } N � U 0 Q O J � r W Y W d CO a-Q O CD U U O C O O N LDEV-011743-2013 O FINISHED GRADE PLANTING ❑2 POP-UP SPRINKLER 0 MALEX STREET ELL" ® SCH. 80 PVC. STREET ELL' ❑5 12" SWING JOINT I e l THRDxSXS SXH. 80 PVC TEE' ❑ PVC LATERAL LINE -SEE PLAN FOR SIZE POP-UP SPRINKLER N T.S. 11 3" O DBY WATER PROOF 2 CONNECTION (1 OF 2) SOLENOID WIRE(1 OF 2) 5 9 © IJ CRUSHED GRAVEL CLEANED AND WASHED ❑3 MASTER VALVE PER LEGEND ❑7 SxS PVC SCH 40 PVC 45" ELBOW 4❑FINISH GRADE ❑e BRICK SUPPORT -FULL PERIMETER ❑5 MAIN LINE PER PLAN ❑9 PVC TRUE UNION (TYRY LINE SIZE. MASTER VALVE VALVE BOX / \ UTO IG 12" 121112" 12" TYI 6 O O ao NOTES'. O 1. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT BASE PAINT. 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. 3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREAS WHEN POSSIBLE. 4. LOCATION OF VALVE ASSEMBLIES TO BE STAKED FOR APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CENTER VALVE BOXES OVER VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOP OF FINISHED GRADE IN TURF AREAS AND 3" ABOVE FINISHED GRADE IN SHRUB OR GROUNDCOVER AREAS. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. 8. DO NOT DEFORM OR COLLAPSE VALVE BOXES BY EXCESSIVE SOIL COMPACTING AROUND BOX. 9. ON RECYCLED SYSTEMS ALL VALVE BOXES AND QIICK COUPLERS SHALL BE CLEARLY COLORED PURPLE. VALVE BOX LAYOUT MTO III, 1❑ FINISHED GRADE PLANTING ❑2 POP-UP SPRINKLER 0 MALEX STREET ELL" ❑4 SCH. 80 PVC. STREET ELL- ❑5 12" SWING JOINT © THRDxSxS SXH. 80 PVC TEE* 12" IIIIO ❑7 PVC LATERAL LINE SEE PLAN FOR SIZE C ® 12"SWING JOINT 1 ❑9 SCH 80 PVC NIPPLE LENGTH AS REQUIRED 10 SPRING TYPE ANTI DRAIN VALVE 11 SHRUB RISER PER CODE 12 SECURE RISER/ROTOR TO STAKE WITH STAINLESS STEEL PUNCHLOCK CLAMP TAG T. REQUIRED 4 13 REBAR STAKE, Y4 LENGTH PER INDUSTRY STANDARD MP ROTOR ON RISER w 1p •i • • •� •',� © "NutLATERAL LINE PER PLAN • • . 0FINISH GRADE VV OO RRIGATIO IN -1 12 3" ❑j SxS PVC SCH 40 PVC TEE ❑6 BRICK SUPPORT - FULL PERIMETER O PVC TRUE UNION (TYP.)- LINE SIZE. Io VALVE BOX N PVC MALE ADAPTER - LINE SIZE 2 PLuO 17 ORCV O IRRIGATION CONTROL VALVE MCONTROLLER EQUIPMENT DESIGNATION, 2" LABELING ❑2 ROUND LOCKABLE VALVE BOX, COLOR PER SPECIFICATIONS �3 VALVE IDENTIFICATION, 2" LABELING PER SPECIFICATIONS ® RECT. VALVE BOX COLOR PER INDUSTRY STANDARD VALVE BOX LABELING 1/ 12 1 .,_. II[, I❑ REDUCED PRESSURE BACKFLOW ASSEMBLY PER LEGEND 2❑ STAINLESS STEEL ENCLOSURE LOCKING AND VANDAL PROOF IF SPECIFIED r _— ❑3 PRESSURE REGULATOR II ® YSTRAINER ❑5 BRASS NIPPLE LENGTH AS REQUIRED OR AS PER CODE II O © PIPE WRAP ❑7 4"CONCRETE SLAB II ❑8 FINISHEDGRADE II ❑B THRUST BLOCK II 4 to BRASS ELL t1 4" NIPPLE II 16 t2 COPPER FEMALE ADAPTOR 13 SUPPLY TYPE ? �. •. COOPERFORM i- MAIN - t4 PVC FEMALE ADAPTOR t5 PVC MAIN TO SYSTEM _Ills 9 16 BRASS UNION BACK FLOW PREVENTOR 11 n MTs IJ 1 ROUND VALVE BOX QUICKCOUPLERVAL 10�6° ITX24" LONG GAL. PIPE STAKE BRASS NIPPLE 6" MIN. LENGTH BRASS COUPLING BRASS 90 DEG. STREET ELL BRASS NIPPLE 6" MIN LENGTH BRICK4(TYP) PVC MAINLINE _ DRAIN ROCK -Ili 6 SCH 80 TRIPLE SWING JOINT; �o ° 0�: 00 e 8 �e 0° cO °0 000 00 ° QUICK COUPLER 1. PVC SLEEVE TO BE 2X DIA. OF PIPE j7j r ORWIREBUNDLE. 4 M *A10:] 911 MIR 4 it t--smI IR IZT:6Y1 HARDSCAPE EDGES. 4 3. BACK FILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED. ,C;II�II�II DIMENSION -PEDESTRIAN IA B C D 7 TO 1T'SIZE 24" 18" 12" 8" DIMENSION -VEHICLE I A I B I C 1 D II I I30 24 18 6" 1❑ PAVING UJ u L 2❑ SAND BACK FILL COMPACTED TO THE DENSITY OF THE EXISTING SOIL ❑3 UNDISTURBED SOIL ® LATERAL LINES SLEEVE SEE LEGEND FOR SPECS ❑5 MAINLINE SLEEVE SEE LEGEND FOR SPECS © CONTROL WIRE SLEEVE SEE LEGEND FOR SPECS SLEEVE INSTALLATION 1❑ 6' ROUND VALVE BOX TTT��I 2 ❑2 FINISHED OFLIDE _ rZ 0 TOP OF VALVE 80X 12" 11— —I ABOVE TURF FINISH_ GRADE IN BEDS 3 ❑1 DEPTHINDUSTRY STANDARD D 4 ❑5 INTEGRAL UNIONS 5 II5 ❑6 CHECKVALVES ❑7 BRICK BLOCKING 2 REQ, GRAVEL ❑e 1 CU. FEET PEAGRAVEL cb a O� —imm—III 11 14 CHECK VALVE , MTs 4 II 113 3"CLEARENCE LIJ VALVE BOX 2❑ 12" DIA SCH 80 PVC PIPE O BALL VALVE -PER LEGEND -LINE SIZE ® FINISH GRADE BALL VALVE iI L6J DRAIN ROCK O PVC UNION © PVC MAINLINE -REFER TO LEGEND AND SPECS SIZE PER PLAN LIJ PLASTIC RECTANGULAR VALVE I a I FLOW SENSOR ❑2 BOX WITH BOLT DOWN COVER FINISHED GRADE ❑9 WM' ROCK2 CUBIC FT. ❑1 QUICK COUPLER SEE LEGEND FOR TYPE 0 TOP OF VALVE BOX 12" ABOVE TURF FINISH IO 4 BRICK SUPPORTERS INSTALL PER DETAIL GRADE 3" IN BEDS 11 1" ELECTRICAL CONDUIT ❑2 SCH. 80 PVC UNION 4 DEPTH SEE SPECIFICATIONS 12 ❑ TO LANDSCAPCONTROLLER FRABRIC 3 ❑ BALL VALVE IN VALVE BOX INSTALL PER DETAIL 5 FUNNEL TYPE CONCENTRIC REDUCING FITTING © MAINLINE FROM MASTER VALVE 3 2 [4]t SCH. 80 PVC TEE, SxSxS ❑i 24"HARE LOOP ❑5 SCH. 80 PVC TEE, MAIN LINE X MANIFOLD SIZE S%SxS REMOTE CONTROL VALVE PER LEGEND IT e O LATER LINES TO SPRINKLERS L 0MIN.12" SEPARATION BETWEEN ALL VALVE BOXES, SUB -MAINLINE SIZE PER LARGES VALVE E DIA 3X PIPE DIA..-t O MAINLINE PER LEGEND O 2" FLOW SENSOR 1❑ CONTROLLER z� RAIN SENSOR INSIDE VANDAL RESISTANT ENCLOUSU ❑s STAINLESS STEEL TOP ENTRY NEMA SR ENCLOSURE it TERMINAL STRIP FOR CONTROL WIRES ❑s PREFORMED ALUMINUM PAD © FILL BASE OF QUICKPAD WITH 314" ROCK TO TOP OF BASE UNIT �i V.I.T. STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD ❑• 1114"COMMUNICATION CABLE PVC CONDUIT (IF LEG.) 14 ❑e 3" CONTROL WIRE PVC CONDUIT TO VALVES 14 3I8"x8' COPPER GROUND ROD WITH AB BARE GROUND WIRE AND CLAMP n PVC CONDUIT FOR ELECTRIC SERVICE PER CODE 12 1}" PVC CONDUIT FOR FLOW 13 SENSOR 8 MV WIRES 10 FINISH GRADE a POWER SWITCH AND GFI RECEPTACLE PEDESTAL CONTROLLER -TOP ENTRY 91 114 15 MANIFOLD INSTALLATION MTs IIU 1� ROUND VALVE BOX PER 2 ' INDUSTRY STANDARD 2" FROM SHRUB FINISH GRADE r • s IIII`=_ FLUSH INFINISH GRADE IN TURF AREAS =1111 _III =_ 4� WATER PROOF CONNECIONS IIII 2C WIRE EXPANSION LOOP TYP. © 314" ROCK 1 CUBIC FT 7� 4 BRICK SUPPORTS II IIII © LANDSCAPE FABRIC Ills PVC ELECTRICAL SWEEP IF INSTALLED IN CONDUIT 10 LOW VOLTAGE. WIRES, 5 MAX 11 OUTER CASE OF CONNECTOR 10 11 12 12 STRIP AND TWIST WIRES FOR PROPER 13 CONNECTIONS 13 WIRE NUT ROUND PULL BOX & WIRE CONNECTIONS 115 N.T.S. O MAIN LINE PER LEGEND INSTALL 1 I PER INDUSTRY STANDARD ASS ❑2 SCH. 80 TEE 2 �` NECE 1 2 / - ❑FIRE WALL PER CIVIL n ISOLATION BALLVALVEINSTALL J 4 ���� 3 ❑ POP UP ROTORS PER INDUSTRY STANDARD j 1711 �/ -� 4 ❑3 GALVANIZED STRAPS ❑5 SCH. 80 PVC UNION 24" 5 © QUICK COUPLER SCH. 80 5 �i�A�\ 5/��� - 5 ©GALVANIZED 3l4"RISER TRIPLE SWING JOINT ASSEMBLY 9 6 ❑5 GALVANIZED COUPLER WITH DOUBLE O-RING SEAL e T / "MI�J. a ©SCH. BO NIPPLE ❑i QUICK COUPLER IN VALVE BOX ❑T SLIP TO THREAD SCH. 80 ELBOW PERLEGEND MAIN AND CONDUITS LATERAL AND CONDUIT 9 e $CH. 40 PVC TEE REDUCED TO 3/4" 1❑ FINISH GRADE 4❑ MAIN T� - tAAg Q © SUBGRADE © ELECTRICAL CONDUIT II _L I ❑9 LATERAL LINE PER PLAN s6.H,�� E ❑3 DETECTOR TAPE- ENTIRE LENGTH © LATERAL LINE III_ SINGLE QCV INSTALLATION n Q TRENCH ROTOR/SPRAY ON FIREWALL IRRIGATION DETAILS _ °CDPPERW°O°VMYM p ocFA6s71 cnszose N.T.S. I IV N.T.S. I17 N.T.S. 110 °�9� l LW510U CF GN C,p LUNSZ39 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRnwN eY: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ASBUILTS 9-29-21 DESCRIPTION: CLSB-0062.5" BRASS CAP` INT. D PLANS PREPARED UNDER SUPERVI 10 OF REC G APPROVED: LOCATION: NW CORNER OFPASEOTAXCO 8-17-21 PUBLIC RKS DATE: I a 1335 DESERT ROSE WAY .000 AND CALLS 18416 PLANNING eV'--iGl7L/ JAMES BOBBINS 11797-G RECORD FRO A ROS 18918 S. DSC DATE LIC. NO.: $299 ST 1 NOW K CHRIST HER L. MA SKU ELEVATION: 220_432 21 REV R Y-70-J'T( 5-2-lei& 264-010-27 DATUM: MVD88 INEER DATE PECTOR SEANR LARKE EXP.: 01-31-20 DATE DATE PLANNING CASE NO: 09-200 TMDBA3RIEIA SHEET23 OF27 LDEV-011743-2013 LDEV-011743-2013 WETLAND ZONE Bt(HOA MAINTAINED) PER TMO 9 W / SETBACK ZONE A2(HOA MA INFO) \ c Y \ v Lpl �•� �.- II ..:yam♦ �F'� x r ts. x ssj�{ ♦x♦m "�♦mid iy �mf 1 ITµ . Y'li s r1141 s`!l1 A" ©" I ♦ r�♦rs rJ ♦x fl Ali IF } sx70 s" j' N IL \ \ o 1 II II 20' SE r LOT 6 L/ inn LOT 5 Mw. ¢ a� ♦ k «F :x FF r IF f♦i3-�S'" <s s `Y♦ � J I It ♦♦ ♦ 4. N r� In fi '♦X'�* r♦JCOra;�� DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 9-29-21 DESCRIPTION: CLSB-0062.5"BRASS CAP � LOCATION: NW CORNER OF PASEO TAXCO `-�'�- 8-17-21 UBLI AND CALLE ACERVO S. tq DS DATE PLANNIN RECORD FROM: ROB 18416 ELEVATION: 220 119 REVI DATUM: NAVD88 1 IN ER DATE PELT( A) WETLAND ZONE B1 (HOA MAINTAINED) -ZONE SHALL BE INSPECTED ANNUALLY AND ALL EXOTIC NON-NATIVE PLANTS SHALL BE REMOVED BY HAND. NO PLANTED PLANTING OF NOWNATINVE PLANTS SHALL BE ALLOWED WITHIN THE WET LAND ZONE. THIS ARES TO BE NON IRRIGATED. B) ZONE B2(HOA MAINTAINED)- ZONE WILL BE KNOWN AS THE THINNING ZONE. THIS ZONE SHALL BE THINNED AND MAINTAINED TO AN OVERALL 30 PERCENT REDUCTION OF ANY TREE CANOPY COVER AND A 30 PERCENT REDUCTION OF THE ORIGINAL FUEL LOAD, BY REDUCING THE FUEL IN EACH REMAINING SHRUB OR TREE WITHOUT SUBSTANTIALLY DECREASING THE CANOPY COVER OR THE REMOVAL OF TREE HOLDING ROOT SYSTEM. ALL DEAD AND DYING PLANT MATERIAL SHALL BE REMOVED FROM THIS ZONE AND FROM THE SITE. ALL EXISTING NON-NATIVE AND FLAMMABLE EXOTIC VEGETATION SHALL BE CLEARED AND ONLY NATIVE VEGETATION WILL BE ALLOWED. THIS AREA WILL BE NON-IRRIGATIED. C) ZONE A2 (HOA MAINTAINED) - NO TREES WILL BE ALLOWED TO BE PLANTED IN THIS ZONE (UNLESS APPROVED BY THE CITY FIRE MARSHAL AND LOCAL AND/OR STATE ENVIRONMENTAL AGENCIES). IF AND WHEN ANY FUTURE TREES ARE PLANTED, THE SHALL BE MAINTAINED IN ACCORDANCE WITH THE FIRE DEFT. STANDARDS. C) ZONE Al (OWNER MAINTAINED)-- IRRIGATION REQUIRED. TREES TAT WILL BE PLANTED ON RESIDENTIAL LOTS SHALL BE PLANTED AS FOLLOWS: ANY TREE i CANOPY AT FULL MATURITY SHALL NOT GROW WITHIN 30 FEET HORIZONTALLY OR VERTICALLY OF ANY DWELLING OR ROOF OF DWELLING. TREE CANOPIES SHALL BE SEPARATED BY A MINIMUM 20 FEET FROM ONE ANOTHER. ALL TREES SHALL BE I MAINTAINED AND KEEP MINIMUM OF SIX FEET BETWEEN THE LOWEST HANGING it BRANCHES AND GROUND LEVEL. ALL PLANTS, SHRUBS AND TREES IN THIS ZONE AR TO BE FIRE RESISTANT, DROUGHT TOLERANT AND APPROVED BY THE ENCINITAS FIRE DEFT. , iIC. NI 529! 4. SEAN R. LARKE EXP: 01-31-20 WETLAND ZONE III (HOA MNNTAINED) PLANT LEGEND TREES SYM BOTANICAL NAME COMMONNAME SIZE OTY WUCOLS PR PLATANUS RECEMOSA CALIFORNIA SYCAMORE 24" BOX 9 MED ME LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL 21 MED PC PISTACIA CHINENSIS CHINESE PISTACHE 24" BOX S MED RL RHUS LANCEA AFRICAN SUMAC 15 GAL 18 LOW LC TRISTANIA CONFERTUS BRISBANE BOX 15GAL 10 MED C01 QUERCUS AGRIFOLIA COASTLIVE OAK 3W'BOX 11 LOW SHRUBS SYM BOTANICAL NAME COMMONNAME SIZE QTY WAICOLS AF GALVEZIA'JUNCEA' BAJA BUSH SNAPDRAGON 5GAL. 136 LOW AA AGAVE ATTENUATA'NOVA' BLUE FOX TAIL AGAVE 15 GAL. 91 LOW B KNIPHOFIA UVARIA'BLAZE' RED HOT POKER 5GAL. 101 LOW Cp CISTUS PURPUREUS ORCHID ROCKROSE 5GAL 182 LOW HA HETEROMELES ARBUTIFOLIA TOYON 5GAL. 36 LOW PT PHORMIUM TENAX'ATROPURPUREUM' FLAX 5GAL. 54 LOW LID LAVAINDULA DENTATA LAVENDER 1GAL. in LOW RI RHUS INTEGRIFOLIA LEMONADE BERRY 5 GAL. 31 V. LOW SL SALVIA LEUCANTHA SAGE 5GAL, 161 LOW WF MALACOTHAMNUS CLEMENTINUS -SARVIEUERTMDN BUSH MALLOW 5GAL. 124 LOW MF NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 5GAL. 124 LOW GROUND COVERS SYM BOTANICAL NAME COMMON NAME SIZE FT 2 WUCOLS El 0 SISYRINCHIUM BELLUM BLUE EYED GRASS GAL. 24"O.C. 16664 LOW 00 O �ARCTOSTAPHYLOS CARPET MAZANITA 1GAL 24'O.C. 38444 LOW EMERALDCARPET NOTES: 1. ALL TREES WITHIN 10' OF ANY HARDSCAPE ELEMENT, SHALL RECEIVE 1B OF DEEP ROOT BARRIERS. 2. ALL SHRUB AREAS SHALL RECEIVE A 3" UIYER OF SHREDDED SARK MULCH. BONDED FIBER MATRIX HYDROSEED/SOD LBS/ MIN HYOROSEEDING SUSPENSION LBS/ F.1.2 MIX#1 ACR OR SLURRY COMPOSITION ACRE 18065 AMEROSIA PSILOSTACHYA 4 N/A GREEN WOOD MUCLH 000LB/ACRE ANEMOPSIS CALIFORNICA 4 45/60 FERTILIZER(16-200) 150LB/ACRE DISTICHLIS SPIGATA 4 6" SUPERTACK SUAR GUM SOIL 20LBlACRE BINDER JUNCUS MEXICANS 2 50/50 O O NATIVE NOFILTRATION SOD NasseNa pukhm (Purple needikgress) AVAILABLE THROUGH S&S SEEDS 3285 SOFT Festuca mWa (AI fescue) (858) 684-0436 HDrdeum callfomicum (Califoma harry) H um hrechyanthem im hrachyaMemm (Meadow grass) NOTE. CONTRACTOR SHALL SUBMIT SOIL SAMPLES FROM (a) AREAS INDICATED ON THE PLAN TO THE SOIL AND PLANT LABORATORY FOR TESTING. THE TESTS SHALL BE RUN FOR NUTRIENTS, CHEMISTRY AND TEXTURE. THE REPORT SHALL PROVIDE RECOMMENDED AMENDMENTS FOR, 'SURFACE SOIL PREPARATION FOR GROUNDCOVER AND MASS PLANTING, TREE AND SHRUB PLANTING GENES AND MAINTENANCE FERTILIZATION. THE CONTRACTOR SHALL PROVIDE A COPY OF THE REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AND IS EXPECTED TO FOLLOW ALL RECOMMENDATIONS STATED IN THE REPORT. THIS REPORT IS REQUIRED WITH CERTIFICATE OF COMPLETION FOR GRADING. FOR PLANTING DETAILS & NOTES SEE SHEET 27 PLANTING PLAN )N APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVI APPROVED: G�Ncs %i14tal�%s�.4 ISTIOP�.41335 DESERT ROSE WAY iHER L. MAG OSKU JAMES ROBBINS 5-2-2o�a' 264-010-27 DATE PLANNING CASE NO 09-200 TMDBIDRIEIA 00 N w U W 0 In Z UU O (L w wy U w Z00q,O 0 g�� Wam W (L rn U 00 0^ Of O Ui f®� 110 COPPERWOOO WAY rP OCEANSIDE G92050 ]60.71631W M U_Aki 93 DRAWING NO. 11797-G LDEV-011743-2013 R, LDEV-011743-2013 NOTE: SUFFICIENT CLEARANCE SHALL BE MAINTAINED BETWEEN SHRUBS AND UTILITIES SO AS NOT TO HINDER OR HARM SAID UTILITIES. SHRUB PLANTING NT.S. TREE PLANTING N.T.S. MATRIX ROOT 1❑ SET TOP OF ROOTBALL AT SOIL SURFACE �2 MULCH SOIL TO A DEPTH OF 2' FOR Z DIA_ 1 GAL. SHRUBS, 4" DEPTH FOR 5 GAL. SHRUBS. KEEP MULCH 4" AWAY FROM PLANT BASE �3 SCARIFY ONE SIDE OF ROOTBALL PRIOR TO PLANTING Hl BACKFILL WITH NATIVE SOIL. APPLY FERTILIZER TO BACKFILL PER SOIL REPORT. ElPLANTING HOLE SHALL BE 2 TIMES OIA. OF ROOTBALL AND NO DEEPER. SCARIFY SIDES AND BOTTOM OF PLANTING HOLE P1 PRUNE TREE AT TIME OF STAKE REMOVAL ❑2 TREE TIE, 1"(MIR)IN WIDTH ❑3 (2) 2" DIA. X 8' LONG LODGEPOLE PINE TREE STAKES. BURY 3' IN GROUND AND CUT OFF STAKE 12" ABOVE TREE TIE. STAKES SHALL REMAIN IN PLACE FOR 2 YEARS UNLESS REMOVAL IS APPROVED BY LANDSCAPE ARCHITECT. ❑4 SET TOP OF ROOTRALL AT SOIL SURFACE F51 FORM TEMPORARY IRRIGATION BORDER JUST OUTSIDE OF ROOTBALL. USE WATER TO SETTLE BACKFILL © MULCH TO DEPTH OF z', 5' IN DIAMETER. KEEP MULCH 6" AWAY FROM TRUNK �7 BACKFILL WITH NATIVE SOIL (NO ROCKS GREATER THAN 1") APPLY FERTILIZER TO BACKFILL PER SOIL REPORT. PLANTING HOLE SHALL BE 2 TIMES DIAMETER OF ROOTBALL AND NO DEEPER. SCARIFY SIDES AND BOTTOM OF PLANTING HOLE EITYPICALSIDEWALKOR HARDSCAPE SURFACE ROOT BARRIER -MODEL NO. UB 18-2 DEEP ROOT PARTNERS, (800) 458-7668 TREE/TREE TRUNK ® STREETCURB OR HARDSCAPE SURFACE �5 TOP OF DEEPROOT BARRIER MUST BE AT LEAST 1/2" (13MM) ABOVE GRADE. © GROUND LOCKS . INSTALL ALONG ANY PAVING WITHIN 10' OF TREE TRUNK 1❑ EQUAL TRIANGULAR SPACING REQUIRED BETWEEN PLANTS 3 (REFER TO PLANT LEGEND FOR ON CENTER SPACING) ❑2 DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE X THE SPECIFIED SPACING EDGE OF PLANTING AREA GROUNDCOVERLAYOUT MTQ P2 , LJ �1 SET TOP OF ROOTBALL AT SOIL 4 4 SURFACE J ❑2 MULCH SOIL TO A DEPTH OF 2" FOR 2' DIA. 1 GAL. PLANTS, 4" a n DEPTH FOR 5 GAL. PLANTS. KEEP MULCH 4" AWAY FROM PLANT BA( 2 �3 COMPACTED BACKFILL PER STANDARD 41 4g ® VINE PER PLAN J J 5� SECURE WITH GAL. //7� ANCHORS PER © WALL OR BUILDING VINE PLANTING uTc UL P4 HYDROSEED SPECIFICATIONS APPLICATION PROCEDURES AND EQUIPMENT A. EQUIPMENT HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THE FERTILIZER, SEED AND SLURRY OF PREPARED WOOD PULP SHALL BE OF THE "SUPER-HYDROSEEDER" TYPE AS APPROVED BY THE SAN DIEGO COUNTY ENGINEER. THIS EQUIPMENT SHALL HAVE A BUILT IN AGITATION SYSTEM AND OPERATING CAPACITY TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 40# OF FIBER MULCH PLUS A COMBINED TOTAL OF 7# FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WATER. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL PROVIDE A CONTINUOUS NON -FLUCTUATING DISCHARGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT, EITHER SELF- PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH WILL PLACE THE SLURRY TANKS SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED. B. PREPARATION - THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF WORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT HALF-THROTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD RE -CIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME THE SEED SHALL BE ADDED. FERTILIZERS SHALL THE BE ADDED, FOLLOWED BY WOOD PUP MULCH. MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK IS AT LEAST ONE-THIRD (1/3) FILLED WITH WATER. THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANKS IS HALF FILLED WITH WATER. ALL THE WOOD PULP MULCH SHALL BE ADDED BY THE TIME THE TANK IS TWO-THIRDS (2/3) TO THREE FOURTHS (3/4) FULL SPRAY SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL C. APPLICATION - THE OPERATOR SHALL SPRAY THE SLOPES WITH A UNIFORM, VISIBLE COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED, AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE. D. ALL BARE SPOTS SHALL BE RE -SEEDED WITHIN NINETY (90) DAYS TO THE SATISFACTION OF THE CITY ENGfNEER . NOTE: PRIOR TO THE ACCEPTANCE OF THE HYDROSEED AREAS BY THE CITY INSPECTOR A CERTIFIED REPORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITECT, STATING THAT THE HYDROSEED WAS DONE ACCORDING TO THE PROJECT SPECIFICATION AND THAT ITS GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. PALM SIZES ARE SHOWN IN "BTH" BARE TRUNK HT, MEASURED FROM FINISH GRADE TO THE BASE OF THE LOWEST FROND. ALL TREES SHALL RECEIVE DEEP ROOT BARRIERS (OR EQUAL) ADJACENT TO ANY HARDSCAPE ELEMENT 100 LENGTH X 2' DEPTH CENTERED PLANTING NOTES 1. A. THE PLANTING PLAN IS DIAGRAMMATIC, ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED. B. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND THE SYMBOL SHOWN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10)DAY PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK INCLUDING ROOTS BEFORE BEGINNING WORK 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THANK 10%SHALL BE CROSS -RIPPED TO A DEPTH OF SIX IS") INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 FEET( QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS)' A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURE GYPSUM C. 15 POUNDS IRON SULPHATE D. 25 POUNDS 1668 SLOW RELEASE FERTILIZER 6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOW. A. ROOTED CUTTING/ 4"POT --(1) 5GRAM 8.1 GAL. CONTAINER —(1)21 GRAM C. 5 GAL. CONTAINER — (3) 21 GRAM D. 15 GAL. CONTAINER -- (5) 21 GRAM E. BOX TREE —(1) 21 GRAM PER 3' BOX SIZE 7. PLANT BACK FILL SHALL BE 50%SITE SOIL, AND 50%NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. 8. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GAL PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. 10. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. 11. STAKE ALL TREES PER DETAIL OR COUNTY OF SAN DIEGO STANDARDS DETAIL AS REQUIRED. 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH GALV. NAILS AND GREEN NURSERY TAPE. 13 REMOVE NURSERY STAKES ANT TIES FROM ALL CONTAINER STOCK MAINTAIN SIDE GROWTH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS. 15. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER -PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" ON MAIN PLANT STEM. 18. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. 17. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, BILLS, AND WALKWAYS IN ALL AREAS, WHERE AS SOD IS LAID NEXT TO THESE IMPROVEMENT -FINISH GRADE BEFORE LAYING SOD SHALL BE 1-1-2" BELOW TOP. 18. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH AND TOOLS, 19. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND SEED FREE. 20. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR WALK THOUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED, WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED ON A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 21, THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK, A DAILY WATERING OF ALL PLANT MATERIAL. B. WEEKLY MOWING OF ALL TURF AREAS. C. WEEDING AND REMOVAL OF ALL WEED FROM GROUNDCOVER AREAS. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS OR GROUNDCOVER. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. F. ADJUSTING SPRINKLER HEAD HEIGHT AND WATERING SYSTEM. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. I. AT 30 DAYS AFTER PLANTING, AMMONIUM SULPHATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5LBS. PER 1,000 SQUARE FEET. J. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16-68 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF6LBS PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUNDCOVER SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 24. THE CONTRACTOR WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENTS SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. EXISTING MATURE TREES NOTE EXISTING MATURE TREES MUST BE PRESERVED TO THE GREATEST EXTENT FEASIBLE WITHIN THE EASEMENTS FOR DESERT ROSE WAY AND DOVE SONG WAY. THE DISTURBED AREAS FOR THE PROPOSED LOTS WILL REQUIRE THE REMOVAL OF ANY TREES, THEREFORE, IF ANY EXISTING MATURE TREES CANNOT BE PRESERVED, THE APPLICANT MUST REPLACE THESE TREES ON SITE. FUEL TREATMENT NOTES IRRIGATED ZONE Al - LOT FRONT. SIDE AND BACK YARDS (LOT OWNER MAINTAINED) - THE FRONT AND SIDE YARD AREA WITHIN 50 FEET FROM EACH STRUCTURE AND MINIMUM 30 FEET OF BACKYARD TO THE WETLAND SETBACK WALL SHALL BE IRRIGATED AND MAINTAINED TO ZONE Al CRITERIA. ONLY PLANTS FROM THE APPROVED ENCINITAS PLANT LIST ARE TO BE INSTALLED. ALL COMBUSTIBLE BUILDING MATERIALS INCLUDING COMBUSTIBLE DECKS, PATIO COVERS AND GAZEBOS ARE PROHIBITED IN THIS ZONE. TREES THAT ARE TO BE PLANTED SHALL BE SO THAT AT FULL MATURITY ALL TREE CROWNS ARE TO BE SEPARATED BY 20, FROM ONE ANOTHER AND MAINTAINED TO KEEP A SEPARATION OF SIX FEET BETWEEN THE GROUND RULES. ALL PLANTS IN THIS ZONE ARE TO BE FIRE RESISTANT AND APPROVED THE THE ENCINITAS FIRE DEPT. NON -IRRIGATED ZONE A2 - NON -IRRIGATED WETLAND SETBACK ZONE A2 (HOA MAINTAINED) -THE AREA WITHIN THE WETLAND SETBACK ZONE, 25 FEET IN WIDTH. ZONE A2 WILL BE CLEARED OF ALL EXISTING NON-NATIVE AND FLAMMABLE EXOTIC VEGETATION. ONLY NATIVE VEGETATION WILL BE ALLOWED IN THIS ZONE. VEGETATION TO BE ANNUALLY MAINTAINED FREE OF DEAD MATERIAL. ALL CONSTRUCTION IS PROHIBITED IN THIS ZONE. SEE FIRE PROTECTION PLAN FOR FURTHER DETAILS. NO TREES WILL BE ALLOWED TO BE PLANTED IN THIS ZONE. WETLAND ZONE Bi (HOA MAINTAINED) - ZONE SHALL BE INSPECTED ANNUALLY AND ALL EXOTIC NON-NATIVE PLANTS SHALL BE REMOVED BY HAND. NO PLANTED PLANTING OF NON-NATIVE PLANTS SHALL BE ALLOWED WITHIN THE WETLAND ZONE. AREA TO BE NON -IRRIGATED. NON -IRRIGATED WETLAND SETBACK THINNING ZONE B2 (HOA MAINTAINED) - ZONE WILL BE KNOW AS THE THINNING ZONE. THIS ZONE SHALL BE THINNED AND MAINTAINED TO AN OVERALL 30 PERCENT REDUCTION OF THE CANOPY COVER SPACING AND A 30 PERCENT REDUCTION OF THE ORIGINAL FUEL LOADING BY REDUCING THE FUEL IN EACH REMAINING SHRUB OR TREE WITHOUT SUBSTANTIALLY DECREASING THE CANOPY COVER OR THE REMOVAL OF TREE HOLDING THE ROOT SYSTEM. ALL DEAD AND DYING PLANT MATERIAL SHALL BE REMOVED. ALL EXISTING NON-NATIVE AND FLAMMABLE EXOTIC VEGETATION SHALL BE CLEARED ONLY NATIVE VEGETATION SHALL BE ALLOWED. AREA TO BE NON -IRRIGATED. NON CONSTRUCTION OR MATERIALS ALLOWED IN BE. EMERGENCY WATER PROTECTION SYSTEM (HOA MAINTAINED) - INSTALLED IN TWO LOCATIONS. ON TOP OF THE NON-COMBUSTIBLE WALL SEPARATING THE WETLAND SETBACK AREA FROM THE BACKYARDS OF LOTS 1-11: AND ALONG THE NORTHERN AND EASTERN PROPERTY BOUNDARIES OF THE DEVELOPMENT. THIS EMERGENCY WATER SYSTEM, AS DESCRIBED IN SECTIONS 5.5 AND SECTION 5.6.1 IN THE FIRE PROTECTION PLAN, WILL WATER UP TO 50 FEET OF NATIVE VEGETATION DURING THE THREAT OF A WILDFIRE. NON-COMBUSTIBLE WALL WITH EMERGENCY WATER PROTECTION SYSTEM (HOA MAINTAINED) - S FEET IN HEIGHT LOCATED ON THE EDGE OF THE WETLAND SETBACK ZONE SEPERATING ZONES Al AND A2. AN EMERGENCY WATER PROTECTION SYSTEM WILL PLACED ON TOP OF THE WALL AS DESCRIBED ABOVE AND IN THE FIRE PROTECTION PLAN. PLANTING DETAILS & NOTES CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS """'^"' 0 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ASBUILTS 9-29-21 DESCRIPTION: CLSS-0062.5"BRASSCAP INT. D PLANS PREPARED UNDER SUPERVI 1100 OF REC �N APPROVED: LOCATION: NWGORNEROFPASEOTAXCO 8-1 -21 WSPECTOR DATE: m 133JAMEDESERT ROSE OBBINS AY AND CALLE ACERVO PLANNING GA�i, JAMES BOBBINS 11797-G RECORD FROM: ROS 18416 S. DS DATE LIO NO.: 5299 S N N IWS( CHRIST HER L. MA OSKU ELEVATION: 220432 1 4-30-lR� s-Z-ZD/8 264-010-27 DATUM: NAVD88 INEER DATE SEAN R. CLARKE EXP.: 01-31-20 DATE DATE PLANNING CASE NO. 09-200 TMDWDWEIA SHEET 27 0F27 LDEV-011743-2013 CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1 - GENERAL 1.1 SECTION INCLUDES A. RETAINING WALL SYSTEM CONSTRUCTED OF CONCRETE SEGMENTAL RETAINING WALL UNITS B. GEOSYNTHETIC REINFORCEMENT FABRIC C. LEVELING PAD BASE D. DRAINAGE AGGREGATE E. BACKFlLL F. DRAINAGE PIPE G. ADHESIVES 1.2 REFERENCES A. AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS (AASHTO) 1. AASHTO M288 GEOTEVDLE SPECIFICATION FOR HIGHWAY APPUCATONS 2. AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASN) 1. ASTM C140 STANDARD TEST METHODS FOR SAMPLING AND TESTING CONCRETE MASONRY UNITS AND RELATED UNITS 2. ASTM C1262 STANDARD TEST METHOD FOR EVALUATING THE FREEZE -THAW DURABIUTY OF MANUFACTURED CONCRETE MASONRY UNITS AND RELATED CONCRETE UNITS 3. ASTM C1372 STANDARD SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS 4. ASTM D448 STANDARD CLASSIFICATION FOR SIZES OF AGGREGATE FOR ROAD AND BRIDGE CONSTRUCTION 5. ASTM D698 STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT 12,400 FT-LBF/F3 6. ASTM D1 56 STANDARD TES METHOD FOR DENSITY AND UNIT WEIGHT OF SOIL IN PLACE BY THE SAND CONE METHOD 7. ASTM D1557 STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT (56.000 FT-LBF/F3) 8. ASTM D2487 STANDARD CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM 9. ASTM 2922 STANDARD TEST METHODS FOR DENSITY OF SOIL AND SOIL -AGGREGATE IN PLACE BY NUCLEAR METHODS (SHALLOW DEPTH) 10. ASTM D3034 STANDARD SPECIFICATION FOR TYPE PSM POLYVINYL CHLORIDE) (PVC SEWER PIPE AND FITTINGS 11. ASTM D4318 STANDARD TEST METHODS FOR LIQUID LIMIT, PLASTIC UNIT, AN P ICILY INDEX OF SOILS 12. ASTM D4595 STANDARD TEST METHOD FOR TENSILE PROPERTIES OF GEOTEXTLES BY THE WIDE -WIDTH STRIP METHOD 13. ASTM D5262 STANDARD TEST METHOD FOR EVALUATING THE UNCONFINED TENSION CREEP BEHAVIOR OF GEOSYNTHETCS 14. ASTM F405 STANDARD SPECIFICATION FOR CORRUGATED POLYETHYLENE PE TUBINGS AND FITTINGS 15. ASTM G51 STANDARD TEST METHOD FOR MEASURING PH OF SOIL FOR S IN CORROSION TESTING C. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) 1. NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, SECOND EDITION, SECOND PRINTING T1997) 2. NCMA SRWU-1 DETERMINATION OF CONNECTION STRENGTH BETWEEN GEOSYNTHETICS AND SEGMEENNTAL CONCRETE UNITS 3. NCMA SRWU-2 DETERMINATION OF SHEAR STRENGTH BETWEEN SEGMENTAL CONCRETE UNITS 1.3 DCFINITIONS A BACKFlLL: SOIL WHICH IS USED AS FILL BEHIND THE DRAINAGE AGGREGATE, AND WITHIN THE REINFORCED SOIL MASS (IF APPLICABLE). B. DRAINAGE AGGREGATE: MATERIAL USED WITHIN (IF APPUCABLE), BETWEEN, AND DIRECTLY BEHIND THE CONCRETE RETAINING WALL UNITS. C. FILTER FABRIC: MATERIAL USED FOR SEPARATION AND FILTRATION OF DISSIMILAR SOIL TYPES. D. FOUNDATION SOIL: SOIL MASS SUPPORTING THE LEVELING PAD AND REINFORCED SOIL ZONE OF THE RETAINING WALL SYSTEM. E. GEOSYNTHETC REINFORCEMENT: MATERIAL SPECIFICALLY FABRICATED FOR USE AS A SOIL REINFORCEMENT. F. GLOBAL STABILITY: THE GENERAL MASS MOVEMENT OF A SOIL REINFORCED SEGMENTAL RETAINING WALL STRUCTURE AND ADJACENT SOIL MASS. G. PROJECT GEOTECHNICAL ENGINEER: A REGISTERED ENGINEER EMPLOYED BY THE OWNER TO PERFORM SITE OBSERVATIONS, PROVIDE RECOMMENDATIONS FOR FOUNDATION SUPPORT, AND VERIFY SOIL SHEAR STRENGTH PARAMETERS. 1.4 SUBMITTALS A. SUBMIT THE FOLLOWING IN ACCORDANCE WITH SECTION 01300: 1. PRODUCT DATA: MATERIAL DESCRIPTION AND INSTALLATION INSTRUCTIONS FOR EACH MANUFACTURED PRODUCT SPECIFIED. 2. SHOP DRAWINGS: RETAINING WALL SYSTEM DESIGN, INCLUDING WALL ELEVATION VIEWS, GEOSYNTHEDC REINFORCEMENT LAYOUT, PERTINENT DETAILS, AND DRAINAGE PROVISIONS. THE SHOP DRAWINGS SHALL BE SIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WALL INSTALLATION. 3. DESIGN CALCULATIONS: ENGINEERING DESIGN CALCULATIONS PREPARED IN ACCORDANCE WITH THE NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, OR THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 5.8 (WHICHEVER IS APPLICABLE) ANALYSIS OF GLOBAL STABILITY MUST BE ADDRESSED AND INCORPORATED INTO THE SHOP DRAWINGS. 4. SAMPLES A FURNISH ONE UNIT IN THE COLOR AND FACE PATTERN SPECIFIED, IF REQUESTED. B. FURNISH 12 INCH SQUARE OR LARGER PIECE OF THE GEOSYNTHERC REINFORCEMENT SPECIFIED. 5. TEST REPORTS: INDEPENDENT LABORATORY REPORTS STATING MOISTURE ABSORPTION AND COMPRESSIVE STRENGTH PROPERTIES OF THE CONCRETE RETAINING WALL UNITS MEET THE PROJECT SPECIFICATIONS WHEN TESTED IN ACCORDANCE WITH ASTM C140, SECTIONS 6, 8 AND 9. 1.5 DELIVERY, STORAGE AND HANDUNG A. DELIVER, STORE, AND HANDLE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, IN SUCH A MANNER AS TO PREVENT DAMAGE. CHECK THE MATERIALS UPON DELIVERY TO ASSURE THAT PROPER MATERIAL HAS BEEN RECEIVED. STORE ABOVE GROUND ON WOOD PALLETS OR BLOCKING. REMOVE DAMAGED OR OTHERWISE UNSUITABLE MATERIAL, WHEN SO DETERMINED, FROM THE SITE. 1. EXPOSED FACES OF CONCRETE WALL UNITS SHALL BE FREE OF CHIPS, CRACKS, STARS, AND OTHER IMPERFECTIONS DETRACTING FROM THEIR APPEARANCE, WHEN VIEWED FROM A DISTANCE OF 10 FEET. 2. PREVENT MUD, WET CEMENT, ADHESIVES AND SIMILAR MATERIALS WHICH MAY HARM APPEARANCE OF UNITS, FROM COMING IN CONTACT WITH SYSTEM COMPONENTS. 1.6 EXTRA MATERIALS A FURNISH OWNER WITH 3 REPLACEMENT UNITS IDENTICAL TO THOSE INSTALLED ON THE PROJECT. PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH THE RETAINING WALL SYSTEM IS TO BE ERECTED, AND NOTIFY THE CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. PROMPTLY NOTIFY THE WALL DESIGN ENGINEER OF SITE CONDITIONS WHICH MAY AFFECT WALL PERFORMANCE, SOIL CONDITIONS OBSERVED OTHER THAN THOSE ASSUMED, OR OTHER CONDITIONS THAT MAY REQUIRE A REEVALUATION OF THE WALL DESIGN. C. VERIFY THE LOCATION OF EXISTING STRUCTURES AND UTILITIES PRIOR TO EXCAVATION. 3.2 PREPARATION A. ENSURE SURROUNDING STRUCTURES ARE PROTECTED FROM THE EFFECTS OF WALL EXCAVATION. B. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND IT'S INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 3.3 EXCAVATION A. EXCAVATE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. OVER -EXCAVATION NOT APPROVED BY THE OWNER (OR OWNER'S REPRESENTATIVE) WILL NOT BE PAID FOR BY THE OWNER. REPLACEMENT OF THESE SOILS WITH COMPACTED FILL AND OR WALL SYSTEM COMPONENTS WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. USE CARE IN EXCAVATING TO PREVENT DISTURBANCE OF THE BASE BEYOND THE UNES SHOWN.. 3.4 FOUNDATION PREPARATION A. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. B. THE PROJECT GEOTECHNICAL ENGINEER WILL EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. OVERSIZE RESULTNG SPACE SUFFICIENTLY FROM THE FRONT OF THE BLOCK TO THE HACK OF THE REINFORCEMENT, AND BACKFlLL WITH SUITABLE COMPACTED BACKFlLL SOILS- C. THE PROJECT GEOTECHNICAL ENGINEER WILL DETERMINE IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFEREMLAL SETTLEMENT. D. FILL OVER -EXCAVATED AREAS WITH SUITABLE COMPACTED BACKED, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 3.5 BASE COURSE PREPARATION A. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, DR FOUNDATION SOILS PREPARED IN ACCORDANCE WITH ARTICLE 3.04. 1. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. 2. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK MINIMUM). 3. THE CONTRACTOR MAY AT THEIR OPTION, PROVIDE A CONCR LEVELING PAD AS SPECIFIED IN SUBPARAGRAPH 2.01.02, IN LIEU OF THE AGGREGATE BASE. 4. WHERE A REINFORCED FOOTING IS REQUIRED BY LOCAL CODE OFFICIAL PLACE FOOTING BELOW FROST DEPTH. B. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. C. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. 3.6 ERECTION A GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN. B. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. C. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE D. PLACE CONCRETE WALL UNITS SIDE -BY -SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING UNE MEASURED FROM THE RACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. E PUCE 12 INCHES MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH D DNMAGF AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL F. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAM FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 2 PERCENT (MINIMUM TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY ROM THE WALL SYSTEM AT EACH LOW POINT OR AT 50 FOOT (MAXIMUM INTERVALS ALONG THE WALL. G. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL Me COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFlLL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. H. CHECK EACH COURSE FOR LEVEL AND AUGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. I. INSTALL EACH SUCCEEDING COURSE. BACKFlLL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE Of J. INSTALL GEOSYNTHEHC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHEDC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS. 1. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. 2. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFlLL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHEIIC REINFORCEMENT. 3. PLACE GEOSYNTHEIIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. 4. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFlLL SOILS. PLACE THE GEOSYNTHEHC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETC REINFORCEMENT. 5. THE GEOSYNTHEIIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE SACKFUL SOILS. PULL GEOSYNTHEDC REINFORCEMENT HAND -TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND -TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL 6. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHEDC RENFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. 7. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHEDC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFlLL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHEUC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. 8. RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHEIIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER TIRED EQUIPMENT IS NOT ALLOWED ON THE GEOSYNIUEUC REINFORCEMENT. 3.7 BACKFlLL PLACEMENT A. PLACE REINFORCED BACKFlLL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. B. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE HAND -OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 8 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF-PROPELLED COMPACTION EQUIPMENT IS USED. L ONLY LIGHTWEIGHT HAND -OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. IF THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS, REPLACE THE REINFORCED SOIL IN THIS ZONE WITH DRAINAGE AGGREGATE MATERIAL C. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE 1. COMPACT TO 90 PERCENT OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT. 2. UTILITY TRENCH BACKFlLL: COMPACT UTILITY TRENCH BACKFlLL IN OR BELOW THE REINFORCED SOIL ZONE TO 95 PERCENT OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. A. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE RETAINING WALL UNITS REINFORCED SOIL PART 2 - PRODUCTS MASS, AND SURCHARGE LOADS, IF ANY. 2.1 MATERIALS 3. MOISTURE CONTENT: WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. A. CONCRETE RETAINING WALL UNITS: "ANCHOR BLOCK VERTICA RETAINING WALL UNITS" WITH TEXTURED SPLIT FACE AS 4. THESE SPECIFICATIONS MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. MANUFACTURED UNDER LICENSE FROM ANCHOR WALL SYSTEMS. A IF CHANGES ARE REQUIRED, THE CONTRACT SUM WILL BE ADJUSTED BYWRITTENCHANGE ORDER. 1. PHYSICAL REQUIREMENTS D. AT THE END OF EACH DAYS OPERATION, SLOPE THE LIST LEVEL OF COMPACTED BACKFlLL AWAY FROM THE INTERIOR (CONCEALED) FACE OF A. MEET REQUIREMENTS OF ASTM C1372, EXCEPT THE MAXIMUM WATER ABSORPTION SHALL BE LIMITED TO 7 THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. PERCENT, AND UNIT HEIGHT DIMENSIONS SHALL NOT VARY MORE THAN PLUS OR MINUS 1/16 INCH FROM 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETANING THAT SPECIFIED IN THE ASTM REFERENCE, NOT INCLUDING TEXTURED FACE. WALL SYSTEM. R UNIT FACE AREA: NOT LESS THAN 094 SQUARE FEET 2. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION C. COLOR: SELECTED BY THE OWNER FROM MANUFACTURER'S FULL RANGE OF STANDARD COLORS. AREAS IS NOT ALLOWED TO ENTER THE REWNING WALL AREA OF THE CONSTRUCTION SITE. D. FACE PATTERN GEOMETRY: STRAIGHT OR BEVELED. E. REFER TO ARTICLE 3.10 FOR COMPACTION TESTING. E. TEXTURE: SPUT ROCK FACE. 3.8 CAP UNIT INSTALLATION F. INCLUDE AN INTEGRAL CONCRETE SHEAR CONNECTION RANGE/IDCATOR. A. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. B. GEOSYNTHERC REINFORCEMENT: AS SPECIFIED ON THE DRAWINGS. B. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FT. C. LEVELING PAD BASE C. BACKFlLL AND COMPACT TO TOP OF CAP UNIT. 1. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEEDNG THE FOLLOWING GRADATION AS DETERMINED IN 3.9 SITE CONSTIRUCTION TOLERANCES ACCORDANCE WITH ASTM D448: A. SITE CONSTRUCTION TOLERANCES SIEVE SIZE PERCENT PASSING 1. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/2 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER 1 INCH 100 THE LENGTH OF THE WALL. NO. 4 35 TO 70 2. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN NO. 40 10 TO 35 A STRAIGHT LINES: PLUS OR MINUS 1-1 2 INCHES OVER ANY 10-FOOT DISTANCE. NO. 200 3 TO 10 0.' CORNER AND RADIUS LOCATIONS: PLU OR MINUS 12 INCHES, A. BASE THICKNESS: 6 INCHES MINIMUM COMPACTED THICKNESS). C. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. 2. ALTERNATE CONCRETE BASE: RON INFORCED LEAN CONCRETE BASE. 3. IMMEDIATE POST CONSTRUCTION WALL HATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. A COMPRESSIVE STRENGTH: 500 PSI (MAXIMUM). 4. BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. B. BASE THICKNESS: AT LEAST 2 INCHES, BUT OT MORE THAN 3 INCHES. 3.10 FIELD QUALITY CONTROL D. DRAINAGE AGGREGATE: CLEAN CRUSHED SOME OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS A. INSTALLER IS REEF DETERMINED IN ACCORDANCE WITH ASTM D448: TO VERIFY THE CO SIEVE SIZE PERCENT PASSING B. THE OWNER, AT TF i INCH 100 C. CORRECT WORK Al 3/4 INCH 75 TO 100 D. PERFORM COMPACT N0. 4 0 TO 60 1. TESTING FRET) THIRD PARTY .LER'S WORK. R'S EXPENSE. NO. 40 0 TO 50 A. ONE TEST FOR EVERY 2 FEET VERTICAL OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. NO. 200 0 TO 5 B. VARY COMPACTION TEST LOCATI NS TO OVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY E. BACKFlLL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP GIN, SP SW OR SM TYPE, THE HAND -OPERATED COMPACTION EQUIPMENT. CLASSIFIED ACCORDANCE WITH 02487 AND THE USCS SYSTEM. SOILS 3.11 A. PAID CLEANING PREPARED HY: C CL LE FOR 1. SOILS CLASSIFIED AS SC CL ARE CONSIDERED SUITABLE SOILS FOR SEGMENTAL RETAINING WALLS WITH A REAL A REPLACE DAMAGED UNITS WITH NEW UNITS AS THE WORK PROGRESSES. ENGINEER/TUG TOTAL HEIGHT LESS THAN 15 FEET UNLESS THE PLASTICITY INDEX (PI) I, 10 OR MORE THAN B. REMOVE DEBRIS CAUSED BY WALL CONSTRUCTION AND LEAVE ADJACENT PAVED AREAS BROOM �, 2. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS CIE, OH, MH, OL OR IL CLEAN. CONSULTANTS, /NC. F. IMPERVIOUS MATERIAL: CLAYEY SOIL OR OTHER SIMILAR MATERIAL WHICH WILL PREVENT PERCOLATION INTO THE N I 1701 EAST EDINGER AVENUE, SUITE A9 DRAINAGE ZONE BEHIND THE WALL G. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM SANTA ANA, CALIFORNIA 92705 F405. THE PIPE MAY BE COVERED WITH A CEOTEXTILE FILTER FABRIC TO FUNCTION AS A FILTER. TEL: (838) 220-5596 FAX: (714) 566-4171 H. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL UNIT MANUFACTURER. ANCHOR BLOCK RETAINING WALE PLAN FOR 1335 DESERT ROSE WAY ENCINITAS, CALIFORNIA SHEET INDEX NUMBER TITLE 28 GENERAL NOTES 29 TYPICAL DETAILS 30 SITE PLAN & TYP. SECTIONS 31 WALL ELEVATIONS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS' THE CONTRACTOR IS REWIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ON SITE, AND ANY OTHER UNES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE UNES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LMBILFIY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDWTELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. NOTE: REFER TO GRADING PLANS FOR WALL LOCATIONS, FINISHED GRADE ELEVATIONS, AND WALL STATIONING. THE WALL BOTTOM ELEVATION IS BASED ON FINISHED GRADE ELEVATION PLUS EMBEDMENT REQUIRED FOR THE WALL. ANY DESCRIPENCY IN WALL ELEVATIONS SHOULD BE BROUGHT TO OUR ATTENTION. CONSTRUCTION NOTES: 1. STAKE WALL ALIGNMENT AND BACK -COT LIMITS. 2. EXCAVATE AND STOCKPILE SOIL 3. EXCAVATE TRENCH FOR LEVELING PAD. 4. INSTALL LEVELING PAD, BACK -CUT DRAIN AND SUBDPNN. 5. INSTALL ANCHOR BLOCKS AND GEOGRD REINFORCEMENT. 6. PLACE UNIT FILL IN AND BEHIND ANCHOR BLOCKS. 7. PLACE BACKFlLL AND COMPACT. 8. FINISH GRADING BEHIND THE WALL. ALL WORK W THIS PROJECT SHALL CONFORM TO THE 2D16 CALIFORNIA BUILDING CODE. SHEAR STRENGTH -WALL BATTER (SEE DRAWING). SPECIAL INSPECTOR: ABI ENGINEERING CONSULTANTS, INC. 1701 EAST EDINGER AVENUE, /A9 SANTA ANA, CALIFORNIA 92705 (888) 220-5596 AND COMPACTION FOR SUBGRADE AND COMPACTION FOR BACKFlLL R TO LEVELING PAD PLACEMENT. OR ASTM D1557. MINIMUM SOIL PROPERTIES: REINFORCED FILL RETAINED SOIL: FOUNDATION SOIL: (D = 30 DEGREES (D = 28 DEGREES (D = 28 DEGREES Y =120 PCF Y =120 PCF Y =120 PCF C =0 PSF C =0 PSF C =0 PSF SEISMIC DESIGN ACCELERATION USED IN ANCHOR WALL DESIGN, Kh = 0.15g REFERENCE: GRADING PLAN CIVIL IANDWORKS, GRADING PUN, 1335 DESERT ROSE WAY, ENCINITAS, CALIFORNIA, RECEIVED JULY 12, 2018. SOIL REPORT: PTRA GEOTECHNICAL, INC., PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT, 1335 DESERT ROSE WAY, ENCINITAS, CAUFORNW, DATED OCTOBER 21, 2004. HETHERINGTON ENGINEERING, INC., GRADING PLAN REVIEW, NORTHEAST CORNER OF DESERT ROSE WAY AND DOVE SONG WAY, ENCINITAS, CALIFORNIA, DATED MARCH 27, 2014. HETHERINGTON ENGINEERING, INC., RETAINING. WALL DYNAMIC LATERAL FORCE, NORTHEAST CORNER OF DESERT ROSE WAY AND DOVE SONG WAY, ENCINITAS, CALIFORNIA, DATED MARCH 25, 2016. ES REPOR ACC EVALUATION SERVICE, INC., ES REPORT NO. ESR-1959 FOR ANCHOR WALL SYSTEMS, REISSUED JULY 2017. z .8 q (� SfAULfUrtkL UJALLS REVLCtjaj0 AY c s �0 FSW CORP. ANO GEOPAClGSLAA SAAL. C4M05 m AS PL # /S-A9/B: a IXP. 6/30/20 9 J CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUNT APPROVALS oesIGNED BY: oRAwwsv: cHECDeo eY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NEW 5 CEi silo - DESCRIPTION: CLSB-0062.5" BRASS CAP LOCATION: NW CORNER OFPASEOTAXCO AND CALLE ACERVO RECORD FROM: ROS 18416 ELEVATION: 220432 DATUM: NAV 888 8- 21 TNT. o PLANS PREPARED UNDER SUPERVISION OF DATE:07/20/2018 ��}-°�`"��„�.�.� R.C.E. NO.: 46505 W7%°I TT DAYA BE ADAPURA EXP.: 06/30/2019 RECOMMENDED: APP STEVEN NOWAK Fpl C 0PHER L. AGDOSKU -/ DATE DATE 1335 DESERT ROSE WAY DESERT ROSE 284-DID-27 PLANNING CASE NO: 09-200 TMDBYDRIEIA 11797_G ASBUILTS 9-29-21 PUBLIC RKS CI I K DATE 21 PLANNIN REV ER GINEER DATE SPECTOR SHEET 28 OF 31 ANEW SHEET LDEV-011743-2013 EA TOP VIEW ISOMETRIC VIEW B. e FRONT VIEW SIDE VIEW ANCHOR VERTICAO (1 VERTICA 20 UNIT DIMENSIONS ll�2 (NOT TO SCALE) O/OUUT�S�I D�ECUC%UURR VVE\\/�J�\\\ L./ U INSIDE CURVE SAW CUT As REQUIRED TO TOP CONSTRUCT 90 DEGREE 90MFERED CORNER SPLIT FACE AND END WALL FACE 1. ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION. 2. LAYOUT CAPS PRIOR TO USING ADHESIVE. 3. CUR CAPS TO RT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF CAPS. ■.w.4vas•� aNL:aN:aTliN@6iI:iRNIUlal.111XY1•/inEYxNnei!':T139� KANCHOR VERTICA® 2�CAP BLOCK DESIGN DETAILS 2 (NOT TO SCALE) �3�ANCHOR VERTICA" YPICAL BASE PREPARATION IIT (NOT TO SCALE) 4�ANCHOR VERTICA'" TYPICAL STEP-UP DETAIL (NOT TO SCALE) TEE GRANULAR BASE LENEUNG PAD e DIA. DRAINTILE (EL. VARIES) REMOVE PORTION OFv DAYLIGHT DRNNTLE Z• CUT ADJACEI UNRS TO ALLOW THROUGH WALL FACE DRAIN TILE THRU FACE AND EXTEND TO SLOPE DAYIJGHT OFAINTLE THROUGH WALL FACE 2ND WORSE 1ST COURSE SPACING VARIES 40. MAXIMUM ANCHOR VERTICA' DAYLIGHT DRAINTILE THROUGH TOE SLOPE TO SCALE) 17. EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 1' OF LOWER BLOCK FACE 11" MIN. NOTCH ANCHOR VERTICA" REINFORCEMENT CONNECTION DETAIL (NOT TO SCALE) REINFORCEMENT DIRECTION PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNITS NATION IN A MANNER THAT F GEOSYNTLETIC AT THE uj F, i� • it MiMiiio:ii�1• Yll�llllME EMEMOMME iiiiiiiii •• li�iiiiiii�iiii iiMEMEME in{��:11Y1Y10�00 0 oilWfYilp� AJG =Yab I•: (aANCHOR VERTICA" )INSIDE CURVE W/ GRID (NOT TO SCALE) STEP - PLACE REINFORCEMENT SO LITTLE OR NO OVERLAP OCCURS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. 2m TO Y OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER SOIL AND REINFORCEMENT INTERACTION - STEP 3 - PLACE REINFORCEMENT IN THE AREAS WHERE THE MARKS SHOW CAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION. REPEAANC THESE STEPS AS NEEDED. ANCHOR VERTICA00 8 OUTSIDE CURVE W/ GRID 2 (NOT TO SCALE) PREPARED BY: o ENG/NEER/NG CONSULTANTS, INC- EXP. 6/30/2019 z 1701 EAST EDINGER AVENUE, SUITE A9 SANTA ANA, CALIFORNIA 92705 uq cv) S fOFCA 1F TEL: (888) 220-5596 FAX: (714) 866-4171 m CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Sel 143-13DESCRIPTION: CLSB-006 2.5° BRASS CAP INT. D PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: V D o ASBUILTS 9-29-21 LOCATION: NW CORNER OFPASEOTA%CO 8- 21 PUBLIC RKS DATE:0712012018 1335 DESERT ROSE WAY 11797-G 0 AND CALLE ACERVO RECORD FROM: ROS 18416 CI I S DATE pLANNING R.C.E. NO.: 46505 qTOPHER (d� L. MAGDOSKU DESERT ROSE 13 STEVEN NOWAK ELEVATION: 220.432 21 REV R �� �DAYABETTADAPURA 264-010-27 a DATUM: NAVD-- GINEER DATE SPECTOR Exp.: 06/30/2019 DATE DATE PLANNING CASE NO: 09-200 TMDEDRIEIA SHEET 29OF31 a ® NEW SHEET LDEV-011743-2013 P4Ip4 C3 J \\\Py Rpse LOT 16 / % WALL # 1 PAD=152.50 / LOT 15 PAD=154.00 LOT 14 PAD=156.00 STA 12+08.14 LOT 13 PAD=158.50 ANCHOR BLOCK WALL #1 LOT 12 PAD=162.00 SITE PLAN SCALE: 1"=20' CEti ow 1 4.156 - - 60 .- #1 MAX. 2H:1V GEOGRID REINFORCED SLOPE PER "SLOPE ABOVE PROPOSED ANCHOR BLOCK RETAINING WALL' RECOMMENDATIONS PREPARED BY HETHERINGTON ENGINEERING, INC., DATED JUNE 27, 2018. CONCRETE DRAINAGE DITCH (BY OTHERS) FELT BETWEEN WALL AND DRAINAGE DITCH ANCHOR BLOCK CAP UNIT 7A ANCHOR BLOCK VERTICA UNIT FILL CORES WITH UNIT FILL LOT 11 PAD=175.50 I STAI 15+83.151 GRAPHIC SCALE 0 10 m w I (IN FEET) 1 INCH = 20 F. LOW PERMEABILITY SOIL �71MIRAGRID 3XT GEOGRID OR APPROVED EQUAL, EYE. � ON -SITE SOIL j 1 I RETAINED SOIL 2. Wes}/ REINFORCED SOIL I / FACE SMATTER III IIIII Illl lil llll TOTAL 12" UNfr FILL I -I ITi / I - � - � IN -SITU SOIL ALL GEOGRID LENGTHHEIGHI / COMPACTED IMPORTED SOIL BACKFILL 1 /-APPROXIMATE EXCAVATION LINE, INCLINATION AND LOCATION OF BACKCUT, BENCHING TO BE FINISHED GRADE I / DETERMINED BY PROJECT GEOTECHNICAL ENGINEER. NOTE: \ MIN. 18"-� \� I I % GEOGRID PER WALL ELEVATION 1. GRADING PLAN LINES, GRADES, AND ELEVATIONS ARE SHOWN FOR REFERENCE EMBEDMENT I� FOR LENGTH, LOCATION, AND TYPE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR AND WALL CONSTRUCTION CONTRACTOR SHALL MIN. 6" COMPACTED �'--L- - - _ COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION GRANULAR BASE I FOUNDATION SOIL ABI BE THE REINFORCED ZONE. ABI ENGINEERING CONSULTANTS, INC. SHALL BE LEVELING PAD I 6" I 24" CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL I 24" I MIN. EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN O QµOFESg/O B ��P IL_—__ ....,, ...--COMPACTED IMPORTED SOIL BACKFlLL FEATURES DURING WALL CONSTRUCTION. PREPARED BY: CFO _ ---- ------- THE FINISHED GRADE 3. DURING CONSTRUCTION AND AFTER WALL THE RETAINING NAL SHALL BE GRADED TO DRAIN AWAY FROM THE RETAINING WALL UNTIL FINAL ENG/NEER/NG ti� y ti� " I--24' MIN. 4"0 (MIN.) SCH40 PVC PERT. DRAIN PIPE WRAPPED WI1H FILTER FABRIC b DRAINAGE SYSTEM IS COMPLETED. NO STANDING WATER SHALL BE ALLOWED �, CONSULTANTS, INC. �^ m a NO. C46505 -Oi m IN -SITU SOIL INCASED IN 3/4" CRUSHED ROCK 1 CU. FT./FT. LENGTH WITH HOLES DOWN TO POND ABOVE THE RETAINING WALL EXP. 6/30/2019 A SLOPE AT 1S (MIN.). SOLID PVC OUTLET PIPES AT 40' MAX. SPACING IX2 1701 EAST EDINGER AVENUE, SUITE A9 + LOW POINTS ALONG THE WALL (REFER TO SITE GRADING PLAN). SITE PUN SOURCE: SANTA ANA, CALIFORNIA 92705 '�, NI TYPICAL SECTION - ANCHOR BLOCK WALL #i CIVIL IANOWORKS, GRADING PLAN, 1335 DESERT ROSE WAY, ENCINITAS, fOFCALN NOT TO SCALE cALIFORNIA, RECEIVED JULY 12, 2018. TEL (888) 220-5596 FAX: (714) 866-4171 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. - W -1. -TT DESCRIPTION: CLSB-0062.5' BRASS.CAP LOCATION: NW CORNER OF EASEDTAXCO zo�8- -21 INT. D PLANS PREPARED UNDER SUPERVISION OF DATE:07/2012018 RECOMMENDED: APP /� 1335DESERTROSEWAY 11797-G z ASBUILTS 9-29-21 PUBLIC S AND CALLS ACERVO CI KS GATE PLANNING R.C.E. NO.: 48SOS STEVEN NOWAK nn W A TOPHER L. AGDOSKU DESERT ROSE E3 RECORD FROM: BOB 18418 ELEVATION: 220.432 DATUM: NAVDBB 21 ��PR"���fiH^'— OAYAADAPURA EXP.: 06/3Or2O19 DATE - - DATE 264-010-27 PLANNING CASE NO: 09-200 TMDB/DR/EIA 3 m REV ER GINEER DATE SPECTOR SHEET 30 OF 31 a (&NEW SHEET LDEV-011743-2013 170 165 160 155 150 1 1 185 180 175 170 12+40 12+50 12+60 12+70 12+80 12+90. 13+00 13+10 13+20 13+30 13+40 ANCHOR BLOCK WALL #1 ELEVATION (CONY.) SCALE: i" = 8' ANCHOR BLOCK WALL#1 ELEVATION SCALE: 1" = 8' ANCHOR BLOCK WALL #1 ELEVATION (CONT.) SCALE: 1" = 8' 13+80 14+00 14+10 14+20 14+30 14+40 14+50 14+60 11 QROFLSSIO LEGEND E 'M97� = MIRAH MIRAGRID 3XT GEOGRID PREPORm Bc ti y y ...wv".". = MIRAA MIRAGRID 5XT GEOGRID ENG/NEER/NG y = c z I = GEOGRID TYPE CHANGE GEOGRID REINFORCEMENT NOTES GRAPHIC SCALE A B,CONSULTANTS, INC-w N0. C46505 g m ---- = FINISHED GRADE IN FROM OF WALL 1. GEOGRID REINFORCEMENT TO BE PLACED PER WALL ELEVATIONS AS SHOWN. B D 4 8 i6 32 y EXP.6/30/2019 a L=XX.00' = LENGTH OF GEOGRID FROM FACE OF WALL (Fr.) 2. WALL ELEVATIONS PROVIDE THE NUMBER OF ANCHOR BLOCK COURSES, 1701 FAST FO NGFR AVENUESUITE A9 , * TIN TOP OF WALL ELEVATION (FTJ FOOTING STEPS AND TOP OF WALL STEPS. SANTA ANA, CALIFORNIA 92705 `%' CNI 4r. CCAUFO BW = BOTTOM OF WALL ELEVATION (Fr.) 3. SPECIAL INSPECTION REWIRED PER TABLE PROVIDED ON SHEET AWL (IN FEET) TEL: (888) 220-5596 FAX: (714) 866-4171 =ANCHOR BLOCK 4' CAP UNIT P 4. SUBSTITUTE GEOGRIDS SHALL BE APPROVED BY THE ENGINEER. 1 INCH = 8 Fr. 0 = ANCHOR BLOCK VERTICA T UNIT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY; ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS SERVICES DEPARTMENT DRAW) G NO. 3cw 3cw oe -DEVELOPMENT LA A W SIN ar DESCRIPTION: CLSB-0062.5"BRASS CAP LOCATION: NWCORNEROFPASEOTAXCO AND CALLS ACERVO RECORD FROM: ROS 18416 8-1 21 INT. D PLANS PREPARED UNDER SUPERVISION OF DATE:0712012018 R.C.E. 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AS -BUILT APPROVALS AND CALLS ACERVO RECORD FROM: ROS 18416 ELEVATION: 220,432 DATUM: NAVD68 ORCO 2'-0" TO 8'-8" HIGH RETAINING WALL W/ 2:1 SLOPE BACKFILL AFFEAx LRrrFRL AApIFIDEb[RC: 'a/nMIAneAaYorN£ m,/sFEv. aASGxQFuLLR6AWmwdNwv4NAIAACR(SEa&Y-iMREICEEWSmINRAEG[RgnUIN .R .3MM0Pl e1cR3F. a]RxVCeE cBF-lNRE �IMlIFrNsMYE z,]S>... 0.NEDMA/R-bV'F RA5Rm9 - TPAO:E FrP Lr5LoRlFA6 4. I NP1R/nSREEI0.E=F®mVRE3=IMS66 AaE�ICS=tAC5mRLrnO)T. MRYS safuoncRLmb E-E SAnF6Lnt Ri5x°Fa3vv.TxIO EGfINNJT6STW+G r.PMvnaMxn` To LLS E}:f£R4 S9PONERNTSsPFS.RpIKE.S EAREREWTSAQSHEa.EoZ =H2X -R5moP=£ 5wtlKrRwLT]tade✓mREQvwuREsDm. CIXIamENV5RG5;A OTHER TN9N MWMAL AW1RTM fINS RR��EM mRamwauamMxse cwrM,xrlmMlrvrs. veOvmErwxrLe Drewm amemoEransPrEaO/xceLYLwIRw Aimas LN CpAiMtICN ffA PSM IEAi M W¢aRT. •z4. Opp a Ell YflN DETAIL #4 agamPD�"meYrorLMxGmR[fu (c¢fU 4'AC1M1IXtlrEG11 C0.NSULTFM 2E bRo,u wFfLASMIREaN6TDry pxmMMAm DETAIL DATE: 12 R.C.E. No.: 70066 DAVID V. CARON EXP.: 9-30-18 meee x� ttw'nwvt"ifT�Dmon'eomae�ra roz,Wgpls SNYp 71)3.r/ZVARiS GRa,H wRxa Mohr W!4X J-LIrz� morn CLID rvrcryr�ZRp 3i rEm mrrarnrsur.IPRa� wwEmaxEreecaroiLw� ¢✓Aq'rro LZ rWF: Lm/M�Wa-,R 3OarPILOx54W. cainme mmxERRmv.R asmuro roeE,4,wr av+&rm]vnRasaai�m�m.omurvz Evaers�R> � xxRaEMroau°wo-w wroDr /rWa1FR9VlL�KCOMPoCdK£6AJD LRd/iPAW YGFEJ RCN SEir UI'ml0 rHE HLnM-'YM➢E FmER FGY£ M 1XF iRF].YN M1t£ ttUrf/.G 9E 0.1EEU m A mltwpl(Mq[ROEA4WRNP MN/KW UfOnWKRW t\" rou� MRa� �Ruor wERRvmm WRilraLaw WOODRIDGE FARMS ESTATES 13I5DEYERT WAY FNaxfrAS rALvaaNm 4ppfE3Slp� c m s H0. aYBD In i x EIP. m/s/ma + a�fa C/V7�-0,a`x OF CR\f RECOMMENDED: STEVEN NOWAK DATE DETAIL #4 hli :4 B' 'C D' E' F' DOWEL 'G' VERT H' VERT l' DOWEL lC' or Y-0' "-B N/A N/A 8' I'-8' 1� °/ r, N/A N/A N/A 4' 12' Y' B• '-B N/A N/A 9' 7- Jr ~ 0� JM N/A N/A N/A B' IY' Y-4' -4 N/A N/A 1'-0' 2=9 AfaE' 0/%jwo N/A N/A Fart 0/Cref I'-0 fY' 4=0' '-0 N/A N/A Y-0 N/A N/A MC °F� I' -5 12' {'-C '-B N/A N/A 10_6o J'_8 �•Olrlrj N/A N/A F1rB�O�� I•-9 IY' 5=4' -{ '-0 N/A 1'-6' 4'-B PWOF� N/A 0ap•p2 FMY O/Cn{ Y'-I /Y' -4 '-B N/A /=9'4'-B ~ OAJm NIA /wrz•oAC It"gCort 2'-5 12' 8'-B' '-0 '-B N/A 2=Y 5-B jQ1�O��M• N/A 'o/c F11B•O�� _IO fY' Y--{' '-B N/A Y•_8. 5_9 F!•OaC�4/' N/A .°�, X-jr /2' N/A 2=8' 6'-6 N/A o/C L FO1r o� 3'-B 12' ewe' -{ •-B - r-r r- F1B' °F4�J 46ae• � ' oc Y-B ls• FOOTING STEP DETAIL j,A/ E6TNARD J. WIMMER DATE q'�6-t)b Civil Dandworks CE3LO/r42' 710 COPPERWOOD WAV, SUITE POCEANSIDE, CA 92058 PH: 760-908-8745 •info@civillandworks.com 1335 DESERT ROSE WAY 11797-G 264-010-27 LDEV-011743-2013 NEW SHEET REPLACE 32 Ln 00 I J 0- 3 1 147.03E _ — _ 1 EASEMENT NOTES ,IM..zFs 0 N V G � � 1EASM O TING ROAD AND UTILITY EASEMENT RECORDED 06-28-1966 AS FILE NO 105760 OF O.R. 3 148.E I \ \ \ B EXISTING ROAD AND UTILITY EASEIIHT RECORDED OB-22-IM AS FILE NO. 135785 OF O.R. 1 149.27FS .�> . N 1 y 1N � \ ` \ \ \ 1 IX YE7LAND � © PACRTC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE N0. 75-173340 OF O.R. TER Q ONO EASEMENT RECORDED 06-13-1977 AS FILE NO. 77-230575 O' O.R. WACONNE ON ` + 3 L.. �. _ , . ' ( ,4&48FS Cj 'Qa \ �` I T \ 1 \. OE CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC.Oh22-21XL7 AS FIE N0. 2003-046515 0 1 j403,FS f�R { 1� E WAS SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74-17781 •r •r 1'.: •• .e `" / �� 4-4 ; . 1 SEWER CONNECTIPROPOSED 149.37FS T 1I\ :� 5�L AloT63 Q , \ I \ \ 1 1 \ tN G PROPOSED 10' PUBLIC RECREATION& TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP q ci / / 1A883FS L0 I I 1 \ I \` 0 PROPOSED 20' SEWER EASD�ENT TO pTY OF ENCINITAS PER MAP W 11LL ,4&7 FF=148.90 f \ \ I \ \ I \ \ Q PROPOSED 24PRIVATE ROAD AND UPUTY EASEMENT PER MAP W ' 1M.\ �' „� S \ I � \ \ 1 D PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP i149• 1 11 TIES 148.8LW5 g I. ��`�d \ 111 / S 14&83F5 TEMP. SALES 1Ru\ . � © PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP -WIDTH VARIES .y 8 lER PROPOSED 8' PARKING LANE EASEMENT PER NAP PROPOSED 5' PEDESTRIAN PATH EASEMENT PER MAP 0 PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WIDTH VARIES 1 - O IVEWAY PER N 1 I / !r 148. 148AOG I 148.47FG \ I i� \ \ 1 \ \ © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WRITIi VARIES ' 1 s J �, y 1 •r 1 7-G SHEET 4 3 � 1 148. _ _ \ \ © PROPOSED 24' WATER EASEMENT TO OMWD PER 2018-0051212 1 . I 1 3 " 1 14&16FS 5 16P. PARKIN: LOT 14&09FG 14&36FG 148.04FG ,4&55FG 14&55F0 I I I N \ .0iTG L R 1 I 1 ° 1 � ° 1 1 I ° - - - - - _ - - --- - - -� DO ONG WAY I I — — al —— _ --, L1j - _ -\ N- _ __ ® 1 TC \ _ _ __ _ D___ E / 1p 10 0 10 20 CONSTRUCTION NOTES: NOTES: GRAPHIC SCALE Q 4' CONCRETE SIDEWALK 1. PROPOSED IMPERVIOUS SURFACE FOR TEMPORARY SALES LOT = 3,920 SF FES81p SCALE: 11, f0 2 TEMP AC PER GEOTECHNICAL RECOMMENDATIONS 2. THIS SHEET ONLY FOR LOT 1 TEMPORARY SALES TRAILER IMPROVEMENTS. ALL OTHER Qa0 O IMPROVEMENTS SHOWN FOR REFERENCE ONLY. O J1D V . CA,9 O3 12' BROOK BOX OR EQUIVALENT[ 1. FIRE WALL TO BE MSTAUED PRIOR TO OCCUPANCY/FINAL OF THE SALE TRAILER BUILDMG PERMIT NO.70066 0 6' HOPE STORY DRAIN ? Civil Da ndworks TO BE CONSTTRUCTED PRIOR TO OCCUPANCY BAST *�q�oCFCI` 110 COPPERWOOD WAY, SUITE P, OCEANSI DE, CA 92058 PH: 760-908-8745 • info@c'rvillandmrks.com CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ES14F Y: 1 DRAWN Y: Y: ENGINEERING DIVISION AP R VAL CITY OF ENCINITAS —DEVELOPMENT SERVICES DEPARTM N6RAWING N0. us M1 •TO•, DESCRIPTION: - TNT. D PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPRO D• V Asfiulrs 9-29-21 LOCATION: NW CORNER OF P -17 21 r u DATE: 1335 DESERT ROSE WAY 11 797-G AND CROS ACERVO PLANNIN STEVEN NOWAK 1 EDWA J. 1 BIER RECORD FROM: ROS 18416 CI L S DATE R.C.E. NO.: 70066 Z64-Oi O-Z7 ELEVATION: - 220.432 21 RE R DATUM: NAV I ENGINEER DATE SPECTOR DAVID V. CARON EXP.: 9-3(1 DATE DATE o'I PLANNING CASE NO: 09-200 TMDB/DR/EIA SHEET 33 OF 3 LDEV-011743-2013 ® NEW SHEET \ \ I/ \ N \ \_ - - - - -•-- - / - ` _ EASEMENT NOTES PROPOSED Exam ©PROPOSED 10' PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP `N� 352G•9 W / - J \ \\ ` _ �- "'ram .� _ _ _ _ j� -/ QA aasT TRIG ROAD AND UTILITY EASEMENT RECORDED 06-28-1966 AS FILE NO. 105780 OF O.R. @ PROPOSED 20' SLTFH EASEMENT TO CITY OF ENCINITAS PER MAP EXISTING ROAD AND UTILITY EASEMENT RECORDED 08-22-1966 AS FILE NO, 135785 OF O.R. QI PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER MAP 7E HONE EASEMENT RECORDED D7-07-1975 AS FILE NO. 75-173340 OF O.R. O PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP DIM EASEMENT RECORDED 06-13-1977 AS FILE NO. 77-230575 OF O.R. / ©PROPOSm PRIVATE DRAINAGE EASEMENT PER MAP -WIDTH VARIES �♦ �! _,?( \ /' \� I ; '� '� ,� QE CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC. 04-22-20D3 AS FILE N0. 2003-0465152 F SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07 O PROPOSED 6 PARKING LANE EASEMENT PER MAP P ' / \\�^\ - / j / "a \ =�/� // ` Q 1 /02/1974 AS FlLE N0. 74-177814 O PROPOSED 5' PEDESTRIAN PATH EASEMENT PER MAP 0 PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP - WIDTH VARIES \r _ ' PR FNEWALL, O PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WIDTH VARIES SEE SHEET IS _ _ OO PROPOSED 24! WATER EASEMENT TO W i PER 1018-0051112 106 _ _ \� o > "'i ,� 5= f 3 6225 FL 1 6. 7 / FL -HP +J FC FL -HP 167.00FG V \�. \ \ P _ / 1 1 / � \ \ z ,77Fc 1fi7asc z -�._ /j j 16 189.OBNP E \\/ - - 188 FL I Q 1 j-�`.V' 4'.. COMREIEO BffOE \ \ y \ _ 4 41.SiT l \ Vol \ 3 \ _ \ FG IBUILDING 187.17FG .SO �� 118519.8903TEO � / -- 1 PERMIT 5S5 ISSUANCE 164.681E� \ \ \ / 12 I I 164.17FG 16I tdd V n0.26 - � \ \ 17550 �` iJ 13 FS FG 16225FG 12 � �- I FL -HP 175.50FG 'r 6 �� 1 LOT 10 \ \ 6 I �^ 8 = 1J 163.17TG / ' 'FLZHP / 13 161.55TG ,z � LOT 9 3 181.10E \\e w.nlcQ 159.8DE I \ 170.42 I " \ PAD=167 00 / �I.* 6T 8 3 / LOT Mai 3 I it \ -� 17550Fc 175.87FG 1m17Fc PAD=170.0 Fs \ II 21 F�F=164.67 / 59.E \ s 5 I 170.42 \ 17 1W ifiS 1W I I Ic .b � 1a3. C. Ic310f4 PAD=164.00 / 164.00TW FF=162.92, � 1 \ / PAD=162.25- i I I j 170.42\ i66. 167.34 w3.a.f FL -HP V \ \ \ I FS 164.34 162.20 1saoD 2. / 16225FG �' 17ASOFG \ \� 175.IOFG \ \ \ 170.42 I 182 13 18300 j ,� / 2 ig ,183aF5: i- - I159.1ME / 1.4W -4 13 16E 13 1FL-HP I I 0 I t I / I 1� 1 187 '3 181J / 181.791C 13 160� 25 162B \� \ \ 174.89FG \ \ 3" STh1 86.591E 1 I �� 170.2b T75.92 \ \ e s 12 162.25 \ f2 T 1 FS i 1823a \ / FF=176.17. \PAD=175.50 ns.Fs F5 FS0.18 13 1 E 7 ,60.13E FS \ 175.92 FI.-HP jS180.50FG M. \ \ y .151G 13 4.0 FS 189.00 IRE 6.01 1 1 0.67FG \ SS ZI \y' \ \ \ \ t \ \ \ 171881E \ 1175.92;I9 13 1. fL-NP 13 165,8.51E T ii I I I 311E i 13 \ B C \ 181.14F5 158.93E � �i% , 1W 160.57FG j $ 175.F5 �^ 1720aE 13 ` ,2 O\ 180.50FG FL -HP 12 584'IS'45.05'W I\ \ 1 136eo., FL FF=161.17 \ - 4 160.50 PAD=160.50 I J \ �.\\�FS' '\ ',0 `� ` \ \\ \175.67Fc 171.83 170.27 II , •_,.�1 \ A\ T 16S0.84 13 159MIE / '15 i159.50 FG 160.SOFG I I I III �I� I ;: u' - t,�.50FG , �� I I, I I -� N Ln '�.\ \9 I 160.56 67 / 5 7 ` \ R V I ' I I I I N FL -HIP \\ Y I ' 25 I �' I `� kIx12 I Q C��j I 159.767G/ 13 FG ' / 17 15fl987G, I �j I I U f��160.09F5I 156.15E / 159.O6TG 13 158.80E / I I I f ( Imo, \ BAqf FC �11 `� 1\ %'\\�L• \ 17 \ I ��M// 21 / 156.991E 59.67 /I 4O1 o$82 159.50 z \ \ O 291 \` \ \ \ '• \ \ V 10 \ 15 FG I 3 \I \ \ ,z _ / Fc LOT 5 <15ss7 a 181.277G 1 1 I FG � U FL-HP P181. L�T ,1.491E 7 °� 1E156. \ ui FS /j PADFF=, 159 00 59.67 FL- PP / ,s9.s0 'I o / 2 - - 159.67 �C11 OF CARLS� 1 \� \ \ \ FF-162.67 \ e2oo �� M e a 7 / 21 A \ 45 CONSTRUCT 24' PVT C ROAD Ld is PAD=162.00 1Q CONSTRUCT 6' ROLLED CURB PER SDRSD G-4A E5 \, ,z \L 1n -I... i 13 156.2 / \ \ a 1514.80E '3 RS� f-4A � ' GYTY OF�NCINIiAS / � \\1ei,7Fc � I ,ss.1sE �d ' \ \ \ I f/ \ V q=45n- r \ I \ \ \ .. \ \ 162 G 1 \\ 18L17FO e 1 t.Fl_ / 1A\ 15555 Q ETA6. SHEET 35 U � `�t�'`\�\'�y,\, \ '16 Ri \ �,\\',� \ ,82IXEG / i�Si-.58E CONSTRUCTION NOTES: O CONSTRUCT SHEET � B CURB RAMP PER SORSD G-27 Lo o 169.401E �THP G� 3`° Es ` _\ O1 CONSTRUCT 4' DO SIDEWALK Q CONSTRUCT TUBULAR STEEL FENCE BEND RETAINING WALL 3 3 CONSTRUCT 6' HIGH SCREEN WALL 8 CONSTRUCT 10' D/G RECREATIONAL TRAIL - SEE DELAY S EEf 12 O W co \ \ P =il // / \ I I \\� \ 1 \w`��`1� •7 Oi Q3 CONSTRUCT TUBULAR STEEL FENCE Q CONSTRUCT TRAIL FENCE -SEE DETAIL SHEET 12 Q \ IL O SEE DR11797-I ®CONSTRUCTUCT 10' YAOE CROSSWALK PER CALTRANS A2/F -3 0 0) CONSTRUCT 3' RETAINING WALL PER SDRSD C- 4 CONSTRUCT LOOM POLE FENCE 5; O UO \ \ 20 0 20 40 1 '+ �Ka C C S ® CONSTRUCT GROUP MAILBOX U�-..�..i `\\ \ \ \ RL , I� O CONSTRUCTDEIAIL SPERVIOUS HEET 3S PAVER DRIVEWAY © CONSTRUCT TUBULAR STEEL FENCE W/ EXPANDED MESH SCREEN SEEENO OF �RAL U GRAPHIC SCALE / BQ CONSTRUCT 8' PERVIOUS PAVER PARKING LANE 1'=20' SCALE: 1"= 20, SEE DETAIL SHEET 35 CHANGE N DESCRIPTION APPRO DATE BENCHMARK AS -BUILT APPROVALS Es1cN O r: H K Y: ENGINEERING DIVISION P C AL CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. D -3 - L A) '/ DESCRIPTION: - INT. 0 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR PRECISE GRADING PLANS FOR: 91011fE TAT t 911 wS - LOCATION: HIM CORNER OF PASEO TAXC L 8-n 21 DATE: % 1335 DESERT ROSE WAY 11797-G 1 ASBUILTS -29-21 AND CALLE ACERVO CI L DATE PRER STEVEN NOWAK �p/ EDb J. N7MMERRECORD FROM: ROS 18416 /r -R.C.E. NO.: 70066 264-010-27 ELEVATION: 220.432 21 SCG /�h,,�oe.DATUM: NAM88 R ENGINEER DATE DAVID V. CARON EXP.: 9-3O-9D DATE DATE 8 S /5 PLANNING CASE NO 09-200. 18-121 TMDR/OR/EIA SHEET 34 OF 35 LDEV-011743-2013 VOID FILLER - 1/8' TO 3/8- (NO, 8) APPROVED PERVIOUS AGGREGATE IN VOIDS 1A W/ MN. 3/8- VOID I 16- BEDDING C - 1.5' CONCRETE FOOTING1HICI( OF 1/8' 8' MN. 12' IN SUBGRADE / A, " , un 6' CUSS 2 AGGREGATE 3' PERFORATED PIPE PIPE AT 1- SCH 40. PVC ABOVE SUBGRADE SUBG ADE N.T.S. \ \ E. \ )j FG 1 E I 13 1 .BI1G t " 8GE �1 50TW v� xl \ \ FG \ 15598 R 11 1 a+ r A\ IS �0 13 Do \ \ 156 \ ISR t I \ I GRATE 00DCI NDS 1�OR EQUAL 4" PVC 17 RISER i PLUG IF AT PVC SANITARY END OF RUN TEE S.D. PIPE AS SHOWN ON PLAN AS SHOWN 4„ DRAIN N.T.S. EASEMENT NOTES \ DOSTTNG \ Q DOSTNG ROAD AND UTNTY EASEMENT RECORDED 06-28-1966 AS FEE NO. 105760 OF OR. 0 EXISTING ROAD AND UTILITY EASEMENT RECORDED 08-22-1966 AS FILE NO. 13I OF O.R. © PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILL NO. 75-1733/0 OF O.R. QD OMWD EASEMENT RECOROM 06-13-1977 AS FILE N0. 77-230575 OF O.R. \ Q CITY OF ENC88TAS RECREATIONAL TRAILS EASEMENT REC. Oh22-2DO3 AS FILE NO 0465152 0 SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 LE 140. 71-177814 PROPOSM © PROPOSED 10' PUBLIC RECREATIONAL RAW DEDICATE) TO THE Cl ENONITAS PER MAP Q PROPOSED 26 SEWER EASEMENT TO CITY OF ENCNITAS AP 0 PROPOSED 24' PRIVATE ROAD AND UTILITY MAP 0 PROPOSED 24' PUBLIC EASEMENT FOR PRI STREETS TO CITY OF ENCINITAS PER MAP 0 PROPOSED PRIVATE DRAINAGE E PER MAP - WIDTH VARIES _ Q PROPOSED 8' PARING PER MAP 0 PROPOSED 5' PATH EASEMENT PER MAP - ,1 Q PROPOSED ATE FLOWAGE EASEMENT PER MAP - WIDTH VARIES © BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WIDTH VARIES 24' WATER EASEMENT TO DIM PER 2018-0051212 CHANGE N DESCRIPTION APPROVED DATE nne LJlr 7 L7T - AAc. Tri.a A/ .1, a LOT 13 FF=159.17 DESCRIPTION: LOCATION: N5 a RECORD FROM: ELEVATION: DATUM: 155. x%% LOT 14 FF-156.67 PAD=156.00 N 1g 13 151.21E \ 6 153. FIG LOT 15 FF=154.67 PAD=154.00 n Xv 85 LOT 16 1,6 /��`a0 4 i `w0001=Wl rNlAil L I L"j 1 8::4��✓+ 153.50FGj 1 .V LOT 153.43 FF=154.17 Fs . 4 153.BA PAD=153.50 ( \ 3 FG 1 i535OTW 153.67 21 / 1% 1 FL 51.44 11 FG -:4 -HP 152 IS \ \ 2 12 150.0.251E 1 F6 FG 51.5 g n 5 L FIG� 1.45 R-NP fi 15. E\ 151. 149.81E 1-4 151.50 ` - \. LOT FF=152.17 \� \ 5 \ 151.50 AD=151.50 N� lsa7s 4O S 15 FS \ 66 \I . .5111 \ yp FG ice, 1 \ 12 150.221 1�0 . ii• \ 7 FIL 1 13 15004� \1 LOT 1 264-640-01 AS -BUILT APPROVALS INT. LOT 1 FF=149.67 PAD=149.00 CONSTRUCTION NOTES 0 CONSTRUCT 4- DO SIDEWALK Q CONSTRUCT 4- AREA DRAW - SEE DETAIL SHEET 35 1 0 CONSTRUCT 6' HIGH SCREEN WALL Q4 CONSTRUCT TYPE B CURB RAMP PER SDRSO G- ( 0 ) / CONSTRUCT TUBULAR STEEL FENCE ® CONSTRUCT TUBULAR STEEL FENCE AIMING WALL Q4 CONSTRUCT 20' WIVE POC DRIVEWAY ® CONSTRUCT 10- O/G RECREAR TRAIL - SEE DETAIL SHEET 12 �- FWWALL TO BE QJ CONSTRUCT 3' RETAINING WALL PER 9M9M C-2 ©� RAI FIDICE DETAIL SHEL7 12 COMPELLED BEFORE ACWNTRAIL BUILDING PERMIT I 0 CONSTRUCT TRASH PAD ® CONSTRUCT 10' CROSSWALK PER CALTRANS A24F ISSUANCE I ( 7 0 CONSTRUCT PERVIOUS PAVER Dfil"AY SEE DETAIL SHEET 35 ® CONS LODGE POLE FENCE I \ Q CONSTRUCT T W PERVIOUS PAVER PARKING LANE ® TRUCT GROUP MAILBOX \ \ I O CONSTRUCT 24 PK AC ROAD CONSTRUCT IUBUUR STEEL FENCE W/ E11PANDEED MESH SERfEN CONSTRUCT C RODFD CINB PER SORSD 1 11 CONSTRUCT 4- ROLLED CURB PER G-4A \ I © CONSTRICT 4' HDPE S WIT F-It0. \ \ TO 3 8) I AM N VOIDS 1 1 PERVIOUS I 13' PAVERS W/ MN. 4' ROLLED CURB PER 1 3/8' VOID I DETAIL (SHEET 6), 16- TO PR PLAN P VARIES 8' VAflES SUBGRADE -- AC PRWAIE ROAD �� �j G OGAiSE - 2' THICK OF 1/8- TO 3)W - \ 5a (N0.8) AGGREGATE 1>a DPoYk1MY 6'X16' PCC FLUSH CURB OR DEEPENED CHOKER COURSE - 4' G-1 CURRIFN7( MN. 6' THICK OF 3/4' GNGEIE FOOTNG MN W INSUBGRADE - REWALL, \ OF 3/e' 10 1/Y (N0.57) CRU9RED ROCK (N ROCK SHEET 15 UR SOIL SUBGRADE APICAL DRIVEWAY DETAIL N.T.S. -1-T 1 1 I5 I/ IMPERM(XJS SURFACE TART F II LOT NUMBER TOTAL SF PROPOSED 157 PERCENT I IMPERVIOUS SF CONTINGENCY SF IMPERVIOLI'• LOT NUMBER ENC. AGN ATE INSP. SIGN ATE SR. ENG SIGN A 1 3 4 6 8 9 10 11 12 13 14 15 16 PVT ROAD 1 6.542 4,050 608 62% 18 11 2 7,564 3.mt 488 43% 3 7.015 2.617 3w 37X 20 0 20 40 4 6,415 2,611 392 41X - \ 5 8.121 4,IM 616 51X __ _ ' 6 10.872 5.594 026 SIX 7 12.750 fi.459 9E8 s1z APHIC SCALE 20 �" 8 91991 2,94E HI z9X S 1"= 20' 9 15.518 5.417 513 }6X WA \` 10 21,197 5,417 965 }5X \\\\\ 11 6.933 3.275 491 3DX Civil. Lan rks _-_ 12 6.761 2.931 4tp 93% MAP 4409 LOT 2 13 6.933 3,344 491 t3% 14 6.286 3,344 502 52% 264-640-02 \ 15 8.405 2,897 �13435 szz 110 COPPERWOOD WAY, SUITE P OCEANSIDE, C 58 16 6, 9s 4.26 413 PH: 760-908-8745 . into@dvillancWorks.com 31X ' PVT ROAD 16,690 14,262 2,139 85X ""'OFr: D AWry eY: rl GH cK D BY: ENGINEERING DIVISION AP ROVALS CITY GR ENCLANS F -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR PRECISE cRAdFlc PLANS FOR: 14/INdA(V'Y)1)//' DATE: - 70 1335 DESERT ROSE WAY R.C.E NO.: 70066 SIEVEN NOWAK }D/ ED RD J. WIMME2 11797-G p 264-010-27 DAND V. CANON IXP.: 9-30-2.0 DATE DATE p - 9-/5 PLANNING CASE N0: 09-200 18-171 1MOBA(D$/EIA SHEET 35 OF 3; MENNENLDEV-011743-2013 VOID FILLER - I/8' i AC PRIVATE ROAD TO 3/Nr (No. e> 13 AGGREGATE IN VOIDS APPROVED PERVIOUS PAVERS W/ MIN. VI 4' ROLLED CURB PER 3/8' VOID Ir I1 DETAIL (SHEET 6), 18' TO ARIES 6' VI SUBGRADE BEDDING COURSE THICK a 1/8' TO 3/8' (N0.8) AGGREGATE - POC DRIVEWAY 6'X16' POC FLUSH CURB OR DEEPENED CONCRETE FOOTING G-1 CURB CHOKER COURSE - 4' MIN. 6' THICK OF 3/4' MIN. 12' IN SUBGRADE TRICK OF 3/8- TO 1/2' (N0.1) CRUSHED ROOK !e (N0.57) CRUSHED ROCK SOR SUBGRPDE TYPICAL DRIVEWAY DETAIL HT.S. 1bs + M I'/ G J' 4� 158.56n� V. 15 182.ODTW 1 w t5B.50FG 7 e 153.981E I� 151 21 5 155.53Fl 21 1 157.50 155.55FG 157.897G �V • \ to155.55F5 LOT 4 13155.65E8.50 \ 1 t3 155.37TG. 7 155.51FS FF=156.22 . 153.5111E PAD=155.55 158FIR 1 !A \\\ 5- R55'89 r A' LOT 13\\' 15819 si FF=159.17 FI. •67 PAD=158.50 FG 156 ' \a 87 FG ^56.1 ] 15 .81T \ 157.7E i58.q, m 15 FC (PERVIOUS SURFACE TABLE ssa� :LPUSLD 157 PERCENT R LOT NUMBER TOTAL SF `1 I IMPERVIOUS SF CONTINGENCY SF IMPERVIOUS `rllll 1 6,542 4,050 608 62£ 2 7.554 3,251 JIM 43% 3 7.018 2,6E 393 37% \\ , 4 6.445 2.611 392 41% 5 8.121 4,108 616 51% 6 40,872 5.504 826 51% 7 12,750 6.450 968 51% 8 9.991 2,942 441 29% 9 10.050 3,642 546 36% 10 15.518 5,417 813 35% 11 21.197 R433 ms 309 12 6,761 2.931 440 43% 13 6.933 3,275 491 47% 14 6.286 3,344 502 53% 15 6,980 3;619 543 52% 16 8,405 2,897 435 34% PVT ROAD 161690 14,262 2.139 85% TO ' ROUND GRATE V000Dl(' NDS IBM OR EQUAL 4' PVC RISER PLUG IF AT PVC SANITARY ENO OF RUN TEE \ S.D. PIPE AS SHOWN ON PLAN AS SHOWN � 4 DRAIN N.T.S. EXISTING ROAD AND U11UTY EASEMENT RECORDED 06-28-1966 AS FILE 140. 105760 OF O.R. BO EXISTING ROAD AND U71UTY EASEMENT RECORDED 08-22-1966 AS FILE NO. 135785 OF O.R. © PACIFIC TELEPHONE EASEMENT RECORDED 07-07-1975 AS FILE NO. 75-173340 OF O.R. O OMWU EASEMENT RECORDED 06-13-1977 AS FILE NO. 77-230575 OF O.R. Q CITY OF ENCINITAS RECREATIONAL TRAILS EASEMENT REC. 04-22-2003 AS FILE NO. 2D03-0485152 O SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 07/02/1974 AS FILE NO. 74-177814 PROPOSED © PROPOSED 10' PUBLIC RECREATIONAL TRAIL DEDICATED TO THE CITY OF ENCINITAS PER MAP O PROPOSED 20' SEWER EASEMENT TO CITY OF ENCINITAS PER MAP Q PROPOSED 24' PRIVATE ROAD AND UTILITY EASEMENT PER MAP JO PROPOSED 24' PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER MAP © PROPOSED PRIVATE DRAINAGE EASEMENT PER MAP - WIDTH VARIES ESS1 O PROPOSED 8' PARKING LANE EASEMENT PER MAP y95FV . NQ PROPOSED 5' PEDESTRIAN PATH EASEMENT PER MAP e z 1'fl �^ Q PROPOSED PRIVATE FLOWAGE EASEMENT PER NAP - WIDTH VARIES VARIES IXP.09/30/1 © PROPOSED BIOLOGICAL OPEN SPACE EASEMENT PER MAP - WIDTH VARIES �41F cl vlL PROPOSED 24' WATER EASEMENT TO OMWO PER 2018-OD51212 OwF CHANrE NA DESCRIPTION APPROVED DAT M. 0 CONSTRUCTION NO 1 0 CONSTRUCT 4' DO SIDEWALK Q CONSTRUCT 4' AREA DRAIN - SEE DETAIL SHEET 35 I 1 Q2 CONSTRUCT 6' HIGH SCREEN WALL 14 Zf JTYPE B CURB RAMP PER SDRSD G-27 it V 1 0 CONSTRUCT TUBULAR STEEL FENCE ® CONSTRUCT TUBULAR STEEL FENCE BEHIND RETAINING WALL j I Q CONSTRUCT 20' WOE POC DRIVEWAY 1® CONSTRUCT 10' DI RECREATIONAL TRAIL - SEE DETAIL SHEET 12 CONSTRUCT 3' RETAINING Welt PER SDRSD C-2 © CONSTRUCT TRAIL FENCE - SEE DETAIL SHEET 12 SEE GRAVING 11797-I 55I 6 1 O CONSTRUCT TRASH PAD ® CONSTRUCT 10' WIDE CROSSWALK PER CALTRANS A24F TO I 1 0 CONSTRUCTEER£ W5 PAVER DRIVEWAY DETAIL PERVIOUS ® CONSTRUCT LODGE POLE FENCE L43EG 1J 11 R7 ® CONSTRUCT 8' PERVIOUS PAVER PARKING LANE ® CONSTRUCT GROUP MAILBOX 1 FIREWALL TO BE COMPLETED BEFORE \ Q I SEE CONSTRUCT 24�TPVf AC ROAD ® CONSTRUCT TUBULAR STEEL FENCE W/ EXPANDED MESH SUM I II BUILDING PERMIT ISSUANCE \ 1 ® CONSTRUCT 6- ROLLED CURB PER SDRSD G-4A 1 C OU SDRSD C-4A 3 II \ ® CONSTRUCT 4• NDRE STORM PIPE I It T 14R III v VIVID FILLER - 1/8' TO 3/6• (No. 8) INCREMENTAL AS -BUILT TABLE 4�i �•� • �.7a - �T nl v 1 4i7 1111'Ri 1! Wks I Vill ® % A- AII i .��l,NiN FF 11 .1 O ��i�u•. Jill 1111 I firm- 11)� �, za'•�� 11 � 1 (( 1 CAti1PAD=14M 1 j ®� ® 1 1 1�j1 1�0•1 IAA 20 0 20 40 9 GRAPHIC SCALE SCALE: Y'= 20' --_ _ => Civil Mandworks - --- 110 COPPERWOOD WAY, SUITE P OCEANSIDE, CA 92058 LOT i PH: 760-908-8745 • info(gavillandworks.com 264-640-01 BENCHMARK AS -BUILT APPROVALS DESCRIPTION: CLSB-006 2.5• 13RASS CA INT. D LOCATION: NW CORNER OF PAS 8-1 21 AND CALLE ACERLLE AC--_LE--10EtYll3 0 CIV L KS DATE PLANNIN RECORD FROM: ROS 18416 ELEVATION: 220,432. RE R DATUM: NAVDAA t51I ENGINEER DATE cocr7nR APPROVED PERVIOUStT AGGREGATE IN VOIDS I PAVERS W/ MIN. 3/8• VOIDBEDDITHICK O COURSE - /8-CONCRETE THICK OF 1/8' TO FOOTING GATE (N0.8) AGGREGATE6• MIN. 12' IN SUBGRADE CLASS 2 AGGEGATEERFORATED PPE PIPE AT 1' 40, PVT;ABOVE SUBGRAOE UBGRADE PERMEABLE PAVERS DETAIL OR EQUIVALENT 28 I Y-0' 1,i +Y I PR. FIREWALL, R.I. I/2• R SEE SHEET 15 ----- JIB—.` 1` R� RAMPS TO TYPE G OR H CURB AT ALL CORD RETURNS, D EXCEPT WHERE STME RUCTURES. SNAPS ARE PROVIDED, AND AT ALL CAL -OE -SACS WITH DRAINAGE STAUCNRES. SEE STANDARD DRAWING G-4B FOR DETAILS. CONCRETE RETE SHALL BE DRAWINGS G-1500 • SEE STANDARD ORADRAWINGS G-9 AND G-10 FOR JOINT DETAILS. 0° INCH FL MODIFIED ROLLED CURB N.T,S lit \ \ I 1 OT NUMBER ENG. SIGN ATE INSP. SION ATE SR. ENG. SIGN A 2 5 e 8 9 10 11 12 13 14 15 1a PVT ROAD . 1 1 v I v IN WWA ILI A WA Y SEE BLOW UP THIS SHEE I I' RIPRAP PER SDRSD D-40 OU LC) I I 1 SEE PLAN FOR SPECIFICATIONS O N OT I STRUCTURAL HEADWALL SEE SHEETS 36-38 OR Q D-30 U ISDKD �qG Ld I IA O 1 I 39.2 jz IX 30' Z a n t u l nnl 1 �Jy 0 1 1 1 11 11 11 N 111 II � PIPELINE . N0. C-001-194-50 W U O o_ 5- SHEET 10 FOR PROFILE W N 3899FG I 0 } = C) 3 139.001W Of O t'36-G � 0 oho RIPRAP PER SDRSD D-40 O W I SEE PLAN FOR SPECIFICATIONS Q c- -LiO OT U � O >O GOO MAP 09 j 2 \ \ STORM CULVERT CROSSING 44 264-64-640-02 scNE: I•=10' N A r: N K ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: PRECISE GRADING PLANS FOR: �/. DATE` M>•S—/1 1335 DESERT ROSE WAY •�.X'/ _ R.C.E. NO.: 70066 STEVEN NOWAK EDWARD J. WIMMER 11797-G 264-010-27 DA`ID V. CARON EXP.: 9-30—T W DATE DATE PUNNING CASE NO: 09-200. 18-121 TMDB/DR/EIA $HFFT35AOF 3 LDEV-011743-2013