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2020-14776 G LDEV-012578-2020 (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LE4ST48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHTOF WAY FAILURE TO DO SO WILL RESULT IN ISSUANCE OFA STOP WORKNO77CEANO DOUBLE PERMIT FEES. IT ISTHERESPONSIBILITYGFTHEOWNERTO KNOWWHEREHISIHER PROPERTYLINE IS DRAINAGENOTE W CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FORAMIMMUM OF 5 FEET AT 2 PERCENTAND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY U77LITYNOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1, ALL WORK SHALL SE DONE IN ACCORDANCE WTH THESE PLANS, ME STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIOA14L STANDARD DRAIMNGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUESTFOR INSPECTION 2 THE SOILS REPORT TIRED OPRELIMIA14RY GEOTECHNICAL INVESTIGATION, PROPOSED RESIDENTIAL DEVELOPMENT 735 SANTA FE DRIVE, PREPARED BY CONSTRUCTION TESTING AND ENGINEERING, INCORPORATED, DATED DECEMBER 15, 2017 CTE JOB NO 10-14W7G, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE WTH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAO REPORT. 3 SEPARATEAPPROVALSANDPERMITSFORANYCONSTRUCTION MTHINPUBLICRIGHFOF-MYOR EASEMENTS SHALL BE REWIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4 N421TTENF MIWIONSHALLBEOBTNNEDFORANYDEFSIMGRAOING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES WRING GRADING OPERATIONS ANYTHING DAM4GEDORDESTROYEOSHALL BEREPLACED OR REPAIRED TO CONDMONEXISTING PRIOR TO GRADING. 6 THE DEVELOPER SHALL BE RESPONSIBLE THATANYMONUMENTOR BENCH MARKWMICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTASUSHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND SURVEYOR. 7 ME CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TOALL LOCAL, STATEANDFEDERAL SAFETYANDHEALTH STANDARDS, LAWSAND REGULATIONS 8 GRADING AND EQUIPMENT OPERATING WTHIN ONE-HALF (0) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTEDBETWEEN THEHOURS OF53OPM AND 730A.M NOR ON SATURDAYS, SUNDAYSAND CITYRECOGNVFD HOLIDAYS 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE ME PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WTH THE CITYAT LEAST 48 HOURS INADVANCE BY CALLING 1760) 633-2770 10 PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE KITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE KITH REGARDS TO THE HAULING OPERATION 11 UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STA77NG:'7HE GRADING UNDER PERMIT NO.. 14776-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED ASGRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DEMO CERTIFIES 12 ALL GRADING SHALL BE INSPECTED AND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND RACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS KERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMSMKMENTSAND EXCAVATIONSAREACCEPTABLE FOR THEIR INTENDED USE. 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONOINGOFKATER. HE SHALL CONTROL SURFACE WATERPNDAVOID DAMAGE TOADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERAIMENTOR4IMSEAND EROSIONCONTROL MEASURES HAVESEEN INSTALLED 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO SE FILLED AND FILL $HALL BE PLACED IN ACCORDANCE WTH STANDARD SPECIFICATION ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THEFILL IS TO REPLACED LOOSEFILLANDALLUV14L SOILS SHALL BE REMOVED TO SUITABLEFIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 97 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WTH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF KORKAND LEFT INA NEATAND ORDERLY CONDITION ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OREMBANKMENTSLOPES WHICHARELABLE TO BECOME LOOSENED SHALL BE REMOVEDAND DISPOSED OF. THETOE AND TOPOFALL SLOPES SHALL BEROUNDED INACCOROANCE WTH THE GRADING ORDINANCE 18 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERKISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DI SPOSAL OF ANY SUCH MATERAL. 17 THE REMOVAL OF ANYAND ALL CITY TREES SHALL BE CONSISTENT WTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED KITHIN CITY STREET RIGHT-OF-VAY, ON CITY PROPERTY, OR KITHIN CITY EASEMENTS ARE REFERRED TOAS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLYAPPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM ME MUNK OFA TREE TO THEOUTERMOSTEWE OF ME MEE CMDPYPROJECTION ON MEGROUNO). FA ONTREE A NOT CLE4RLYLA6ELED TO BEREMOVED, ITMUSTBE PROTECTED INPLACE EVENIFAPPROVEO IMPROVEMENMARE INCONFUCT WTHA CITYTREE. IT MUST NOT BE DIST URGED UNLESS THE PLAN IS REVISED TOADDRESS THE TREE REMOVAL. 18 IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECTCONTRACTOR SHALL DIVERT, DIRECTOR TEMPORARILY HALT GROUNDDISTURBINGACTIVITIES IN THEAREA OF DISCOVERY TOALLgNEVALUATION OF ME SIGNIFICANCE OF SUCH RESOURCES. ME FROJECTAFPLI(ANTSHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY THE SIGNIFICANCE OF THE DISCOVERED RESOURCES) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST INCONSULTA77ON WTH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WTH THE EVALUATION PROCEDURES AND ANY NECESSARYDATARECOWRYSERWCESBEFOREGRAOINGACVWUESAREALLOWED M RESUME 19 AS SPECIFIED SYCALIFORNIA HEALTHAND SAFETY CODE SECTION 70505, IFHUMAN REMAINSARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE AD14CENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLWISTAND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS WOE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 509798. IFSUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THEAREA OF THE DISCOVERY SO THAT THEARE4 WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FORMER DEFINED BY STATE LAW, ME CORONER WOULD DETERMINE KITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY IF THE CORONER RECOGNIZES THE REM4INS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (TUNIC) KITHIN 24 HOURS. THE NAHC WOULD MARE A DETERMINATION AS TO THE MOSTLIKELY DESCENDENT IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (9N PLACE"), OR IN SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND MEANALYSI$ OF ME REMAINS SHALL ONLYOCCUR ON -SITE IN ME PRESENCE OF ME TCA NATIVEAMERICAN MONITOR. CHANGE NO.1 DESCRIPTION I APPROVED I DATE I BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAV088 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACTROSERT THORNEAT(760) 9185766 24 HOURSADAY. 2 EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVARABLEATALL TIMES WRING THE RAINY SEASON (OCTOBER i TO APRIL 15) ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ONPLANSSHALL NOTBEMOVED OR MODIFIED MTHOUTTHEAPPROVAL OFTHEENGINEERING INSPECTOR 4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGWEERAFTER EACH RUN-OFF PRODUCING RAINFALL. 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAYBE REQUIRED BY THE CITY ENGINEER DUE TOANINCOMPLETEGRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTOAREAS THATARE UNSAFEORAREPOTENTALLYUNSAFE 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED OWING PLAN SHALL BE INCORPORATED HEREON 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY AMEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENTWTH. SILTAND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH RAINFALL. 1, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ARDOR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL $HALL NOT SE MODIFIED WTHOUTA PERMITFROMTHECITY 3 ALL IMPERVIOUS AREAS WTHIN THE SITE SHALL DRAIN TO APPROVED BMPWMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WTHADEQUATE GROUNWOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPEKOOUSARE4SMUSTSLOPE TOWARD THEAPPROVED BMPIIMPFACILITYANDIOR THE TURFAANOSCAPEDARMS 4. NO DRAINS $HALL BE INSTALLED IN HARD,SCAPE, DRIVEWAYS, MANY OMER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO ANADEQUATE IMPIBMP 5 DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPIBMPAREA OR HAVE ANOTHERAPPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TOANADEQUATE IMPI BMP 6. ALL STORMWATER IMPAIMP FACILITIES SHOWN HEREON SHALL NOTRE MODIFIED OR ALTERED WTHOUTA PERMITFROM THE CITY 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THATA SEPARATE ENGINEERING PERMITBEOBTAINED 8 ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL REFITTED TO COMPLY WTH STORM WATER BEST MANAGEMENT MC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVEAN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT N-LOPV RAIN WATER TO ENTER THE ENCLOSURE ME ENCLOSURE SHALL SE LOCKABLEAND LOOKED AMEN NOT IN USE A BERM SHALL BE INSTALLEDAT ALL OPENINGS TO HOLD INANYLKNJIDS THAT ESCAPE FROM THE DUMPSMR AND TO PREVENT ANY FLOWOF STORM WATER THROUGH THE TRASH ENCLOSUREAREA THE BERM CAN BE CONSTRUCTED WDE AND FIAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH ANADEQUATELY SIZED OIU GREASE SEPARATORAND IS THEN FILTERED THROUGHA CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO ME PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR ME $TGRM DRAINSYSTEM A SEPARATE BUILDING PERMITMAYBEREQUIRED FOR THIS STRUCTURE 1. W(4TER MAINS, LATERALS ARDAPFURTENANCE$ $HALL DE CONSMUCMD ACCORDING TO THE STANDARD SPECIFICATION$ OFTHE CURRENTWATERAGENCIES'STANDARDS COMMITTEE (VASC). 2 REVIEWOF THISPLAN BYSAN DIEGUITO WATER DISMICTOOES NOTCONSTITUTE REPRESENTATIONAS TO THEACCURACY OF THELOCATIONOF OR THE EXISTENCEOR NON-EXISTENCE OF ANYUNDERGROUND UTILITY, PIPEOR STRUCTURE KITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, MACH MAY AFFECT FINAL DESIGN, I E, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTIONSHALL BE FIELD VERIFIED ALL EXISTING OR PROPOSED UTILITY CROSSING WTHIN IO FEETOFPROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN MITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTORANDOKNERARERESPONSIBLETORELOCATEPNDIORAAIUSTTOGRADEANYEXISTINGWATERFACILITY(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETCJ WHICH IS AFFECTED BY MEIR PROJECT ALLAFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE IMSC) STANDARDS IF FACILITIES W NOT MEET STANDARDS THEN THEYSHALL BE UPGRADED TO CURRENTSTANDARDSATTHE OWNER'S EXPENSE cxNllltlliiDl.4l.'IL71.91TI!1171G5I11!F'!Se'06Y1J-'1:ary�lgll5'iag71J.'I;TgIg117lH5rCVib9iai(NE] 6 MINIMUM HORIZONTAL SEPARATION OF 10-FEETREQUIRED BETWEEN FIREHYDRANTSAND SAN DIEGO GASAND ELECTRIC VAULTS 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF ORIVEWAYSANDALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEYARE SERVING. 8 CALIFORNIA STATE LAWASSEMBLY BILL AB-19531S REQUIRING THAT NO-LE40 BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, ZOO IN COMPLIANCE KITH THIS LAW, THE DISTRICT SHALL REQUIREALL MATERW.$ TO BE NO -LEAD BRASS PARTS 9 ALL COPPER TUBING USED FOR AR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WTH CATHODIC PROTEC71OMN IN ACCORDANCE KITH LAC-17 OR WC-18. rrv;ld:x1<adaN�ra-Na I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WLL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITYANDAOVISE ON ME COMPACTIONAND STABILITY OF ME SITE 1 (WE) HEREBY AGREE TO INDEMNIFY DEFEND, AND HOLD CITY AND CITrS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN ME PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WTHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATUREDATE' 02-04-2021 PRINTRAME' MICHAELRIDDLESPERGER AS -BUILT APPROVALS BRIAN ARDOLINO DATE CITY ENGINEER DATE PLANNING REVIEWER CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELY S2EO CONCRETE WASHOUTAREA TO CONTAIN WASHOUT WASTES ON SITE. ITS$ ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PIASTER AND THE LIKE INTO THE STORMVATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SIZE. MIS$HALL INCLUDE USING MATERIAL SUCHAS 3"CRUSHEOROCKANO/OR CORRUGATEOSTEEL MMELSIPLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, ANDROUTINE EQUIPMENTMAINTENANCE ALL MAIOR REPAIRS SHALL BE MADE OFFSITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANTSURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX NO EXCAVA77ONAND GRADINGACTIVITIESAREALLOKED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELSAGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURE$. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER 00 NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WNERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. HMI,Nil 19i:L4LAIDiTtl /YriiI II%v14AIM091-1SK:7KIFi[KiL7G7NFY:Ig18ii7ICI1F,IAf r ONSRECONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED INA SECURE PLACE TO PREVENT $EEPAGEAND SPILLAGE CONTRACTOR $HALL STORE MESE PRODUCTS WHERE THEY KILL STAY DRY OUT OF THE RAIN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ONSITE. ELIMINATE OR REDUCE POLLUTION OF STORMVATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE RASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOM AND STORMORAW INLETS STOCKPILE$ SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESANDPROVIDED MTHA TEMPORARYSEDIMENTBARRIERAROUND THEPERIMETERATALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OFENCINITAS SHALL BE TRAINED TO BE FAMILIAR KITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE ME PROPERTY OKNER(S) AND ME PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STQRMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED NO SEEPAGEFROMANYDUMPSTER SHALL BE DISCHARGED INTO STORMWATER BERMSIDIKES SHALL BE PLACEDAROUNDALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REM41N CLOSEDATALLTIMES. DUMPSTERS KITHOUTUDS SHALL BE PLACED WITHIN STRUCTURES KITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TOAVOID RAIN CONTACT WTHANYTRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, W70D AND CLEARED VEGETATION CAN BE RECYCLED NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OFAS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREEAT(800) 7144195 FOR INFORMATION ON LANDFILLSAND TO ORDER DUMPSTERS CALL EDCOAT (760) 436-015/. POLLUTANTS SHALL BE KEPTOFFEXPOSEDSURFACES. PLACE TRASH CANSANDRECYCLING RECEPTACLESAROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAK$. CONTRACTOR $HALL PROVIDE SECONDARYCONTAINMENTANDLOCATEPORTABLE TOILETSAWAYFROMSTORMDRAIN INLETS OPERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAY FROM THE STREET, GUTTER, AND STORMDRAIN CONTRACTOR MUST ROUTINELY CHECK AND CLEANUP MATERIAL THATMAYHAVE TRAVELEDAWIYFROMCONSMUCTIONSITE FOR MORE INFORMATION ON STORMWITER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITASAT(760) 63X2770 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OFAMILABLE RECORDS. TO THE BEST OF OUR KNOWEDGE MERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON MESE PLANS, HOWEVER ' THE CONTRACTOR IS REQUIRED TO TAKE WE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OVINERS OF END UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENTOF WORK: A. SENERS - CSD - (760)53 2770 E. TELEPHONE -SBC BELL -(76QI4893411 B GASB ELECTRIC -SAE-(7M).43BS200 F CABLE N- COX COMMUNICATIONS-(760}e0S9809X-2233 C WATER- SAN DIEGUITO WATER DISTRICT-1F0i) 2=-26X G UGALERT-(800)42241M D RECYCLED RATER-SANELUOJOINTPOWERSAUTH(7601753S103x-32 2. CONTRACTOR SHALL NOTIFY ME CITY ENGINEER'S OFFICE I8 HOURS PRIOR TO BEGINNING ANY WORK ON MIS PROJECT PHONE' (760)-633-2770 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770 ALL KORK PERFORMED WITHOUT SENEFTOF INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL. IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION KILL BE REQUIRED. THE OVMER I DEVELOPER SHALL EXECUTE STATEMENTBELOW DEVELOPMENTOF THIS PRO/ECTSHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOSTRECENTSTATE WATER RESOURCES CONTROL BOARD ($WRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY IN ACCORDANCE WTH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WTH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WTH THE SWRCB. ACOPY OF THIS PROJECT SWPPP SHALL BE FILED KITH THE CITY OF ENCINITAS: FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL SE FILED WTH ME CITYOF ENCINITAS WHEN RECEIVED INADOMON, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OFANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN W. 14776-GAND BYSWRCB NO.. R9-2069-NOS ANDANY SUBSEQUENTPMENDMENM THERETO SHALL COMPLY KITH THE SPECIAL PROVISIONAS SETFORTH IN SECTIONC67 OF SVIRCB NO. R&2009-0001 WO10#937C390672 SIGNATURE: DATE 02044021 TIRE OWNER PRINTEDNAMEOFABOVEPERSON: MICHAELRIDDLESPERGER COMPANY' KARMINGTONRESIDENTAL CALIFORNIA, INC OWNER VARMINGTONEMASSOCATES, LLC 3090PULLMANST., COSTAMESA, CA92626 (714)-5573511 PERMITTEE MICHAEL RIDDLESPERGER W4RMINGTON RESIDENTIAL CALIFORNIA, INC. 3090PULLM4N ST., COSTAMESA, CA 92626 (714}6575611 SITEADORES$ 735SANTAFEDRIVE ENCINITAS, CA 92024 APN 260-131402-00 LEGAL DESCRIPTION THE EASTIWFOF THE NORTHVVESTQUARTER OF THE NORTHWEST QUARTER OF THE NORTHE4STQWIRTEROFTHENORTHEASTQUARTEROFSECTION22, TOWNSHIP 13 SOUTH, RANGE WESTS.8 M ACCORDING TO THE UNITED STATES GOVERNMENTSURVEY, APPROVED APRIL 19, 1881. (MORE FULLYDESCRIBED IN GRANTDEED RECORDED MARCH 21,016, AS DOC NO 2016-0122615, OR) An .AAA SOILS ENGINEER'S CERTIFICATE I, DAN_f✓M AREGISTERED CIVIL ENGINEER IN ME STATE OF CALIFORNIA PRINCIPALLY WING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THATA WRING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 9, 2017, ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, KITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADINO PLANSAND SPECIFICATION$ SIGNED: SHEETINDEX DAN T. TRAM 1, TITLE SHEET R(XOTESS/QWq 2. LEGEND AND DE TA IL$ RCENO.' GE2665 O T J 3-4 GRADING PLAN ,��E-� Zi FZo 5. PRIVATE ROAD EXP DATE 1231= � T2 91 52 6 SEC77ONSAND DETAILS 7. ONTROL PLAN JOB# 10-14007G No.2665 : 8-14.. RETAINING WALL PDANSET * EXP. 12-31-22 * SLNa, SLN-2 CONSTRUC77ONTES77NG 8 ENGINEERING, INC �, Cfp (,Px' p SLD7, SLD-2, SLD3 NAT MONTIELROAO, SUITE 115, ESCONDIDO CA 92026 2.yl TECH M O&�� SH-1, SH-2 PH'(760)746-4955 F OF CLl-VN STATEMENT OFENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY KITH THE GENERALLYACCEPTED STANDARDSAND PRACTICESOF THE ENGINEER'S TRADE OR PROFESSION THE ENGINEER FURTHERAGREES THAT THE WORK PERFORMED HEREIN $HALL SE INACCORDANCE WTH ME RULES AND REGULATIONS REQUIRED BY ME OT(OF ENCINITAS, TO ME EXTENT THAT ME ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OFRESPONSIBILITYFOR THE PLANS ORDESIGN OFIMPROVEMENTS BASED THEREON THE ENGINEERAGREES TO INDEMNIFYAND HOLD HARMLESS ME CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISMER AGENTS OR EMPLOYEES ACTING KITHIN THE COURSEAND SCOPE OO/^FSUCHAGENCYAND EMPLOYMENTANDARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE.' �n' a DATE' 1A4/2021 BRANARDOLINO PASCO, LARET, SISTER$ASSOCATES 535N HWY 101, SOITEA SOIANA BEACH, CA92075 PH' (858) 259-8212 IMPERVIOUSAREA EARTHWORKDATA WRERVIOUSAREA PRIOR TO CONSTRUCTION: 1.659 SOFT STEEPESTEKISTING NATURAL SLOPE ONSITE=2 H'IV IMPERVIOUS AREA AFTER CONSTRUCTION'227416 SOFT MAXIMUM VERTICAL DEPMOFCUT=6' 15%CONTINGENCYFUTUREIMFERVIOUSAREA d� 113 SOFT MAXIMUM VERTICAL DEPTH OFFILL=Z TOTAL IMPERVIOUSAREA(FULL BUILWUT): 31�1 SOFT CUT =3,500 CY FILL =200 CY INCRE4SEINIMPERVIOUSARE4: 29,672 SOFT EXPORT=3,300CY REMEDIAL =2, 100 CY TOTAL PROJECTDISTURBEDARE4=52,400 SF IMPERVIOUSAREA REPLACED: O SOFT BMP PROJECT STATUS Q"o ESS/p,�, �CHAE(,�! PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY Op ay NOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE r c STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL Na. 71651 o zrmi FACILITIES" Exp. I2 1/21 z * RECORDED ON JUNE 1D. 2021 P AS DOC. #. 2021-W30084 PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W18-130 John Ugrob 2/22/2021 03/08/2021 2/16/20 � 02/11/202, zar -J ztY6l r l SIGN DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE ucsurvcu er: 1 unnwry bY I cHEMTK-er: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF REC E�ED�. JOO APPROVED: DATE: 204/2021 � Edward J. Wlmmer /^` SIEVE AK CITY ENGINEER Y`-'� R.C.E. NO.: 71851 3 8 21 March 9, 2021 BRIANARDOLINO E%P: 12131/21 DATE DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. 735 SANTA FE DRIVE 14776-G A P N: 260-131-02-00 LDEV-012578-2020 PLANNING CASE NO: 18-001 TMDBICDP/DR SHEET 1 OF 14 N w U x aUa Qmm �Z WOE <WN ,yQm Ww IO Imm OW" wom rc a Ulm a Ina PLSA 2770 ESMTR Q ¢ ESMT INSTALL6" I ISIT a4RKINGI 21 MAX TAG PER SDRSO G4 TO NO SGRSD C-02 — RETAININGW4LL VARIES VARIES I VATERMETER PER WS-03 _ _ INSTALL6"PCC CURB FOUNDATION ;. = = CLASS II BASE BENEATH CURB _ INSTALL CAT OVER 11" 2ENC45EMENT OVER III= CLASS HAS PER TOPOFPIPE UTILITY X42 JOINT GEOTECH RECOMMENDATION INSTALL6"SOR-T PALL 18kSDM-15 PVTVLERMAIN PVC SEWER MAIN (PVO INSTALL IB"RCP PVC WATER MAIN PUaUCSTORMDRAIN TYPICAL SECTION -PRIVATE ROAD NOTTOSCALE IROWg00 MGLCHIGRAS6COVER 21L5 TG ORCITYAFFROVED EQUIVAfENT 2036IE TW=PER PUNS 3Yf2' MIR 6'MIN FREEBOARD ,TGPOF WALL=2120 rW 2115 WALL 1 - _LLUIII= MIRIP 1100N GEOTEXTILE — — 6" THICKPERMAVOID IM —I 'SEEWTEBELOW ourzerblA§ 14YJ; 11111=11111=11111 1 P0MPw17ZTHMP ORIFICEPLATE ' SIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5%CLAY CONTENT. THE MIX SHALL CONTAIN 65 % SAND, 15% COMPOST OR HARDWOORD MULCH, AND 20%TOPSOIL, FREE OF STONES, STUMPS, ROOTS. OR SIMILAR OBJECTS. ANDALSO FREE OF NOXIOUS WEEDS. "SINGLE PERMAVOID 150 UNIT TO ACHIEVE 6"THICKNESS. TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS WEST SIDE HMP BIOFILTRATION BASIN'A" NOTTOSCALE iRDW0 UACWGRASSCOVER 2152 T< OR CINAPPROVED EQUTALENT—� 2101 I ICK PERWVIND 'SEENO ESELO 1-1 J 1;w ffli MFIIIMGEOTEXTILE ENGINEERED SOIL 'SEENOTEBELOW B"PVC OUTLET RAT �Vttvlcc nnm rvi 05"HMPORIFICE BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5%CLAY CONTENT. THE MIX SHALL CONTAIN 65%SAND 15% COMPOST OR HARDWOORD MULCH, AND 20%TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. "STACK 3 PERMAVOID 150 UNITS TO ACHIEVE 18"THICKNESS. TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS EAST SIDE HMP BIOFILTRATION BASINS "B" NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE 50, 4 JUBuff LANE SAVICUT ISWIN FROMEDGEPVMT� GRINDAND - OVERLAY I.YMIN 5.0' 4.0' STINK —I TYP 108 O —� 157- IL NEIVASPHALT RIBBON I 4"HP SECTION GUTTER THIS SHEET PIPE 16"RCP J 2"HP GAS STORMDRAIN ---- - 120ACP GAS MAIN WATER MAIN MAIN TYPICAL SECTION- SANTA FE NOTTOSCALE Z SIRUCTURALSECTION4"AC L OVER W CLASS HAS MIN OVER 4 NATIVE SUBGRADECOMPACTED TO 95% REL. COUP TYPICAL ASPHALT SECTION NOTTOSCALE ORIFICE PLATE.' MIN SQUARE DIMENSIONS LOFT GREATER THAN PIPE OR HOT DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED NOTE' ORIFICEAND FLANGE MIN. 6' STAINLESS STEEL IM"BOLT IT ORAPPROVEDEAUAL INFLOWPIPE(4" PERF PVC TYP) tSyY�yitl:l9lAplJ CONNECTION TO CONCRETE 3TD14 SHALL BE FILLED WITH 30 HOLE(TYP.) UROMETER NEOPRENE RING TYPICAL DETAIL - FLOW CONTROL ORIFICE PLATE NOTTOSCALE INSTALL PERVIOUS PAVERS H-20ORCOAQUASRICOR APPROVED EQUAL VOID FILLERj"TO g"(MOS) AGGREGATE IN VOIDS BEDDING COURSE-2" THICK OF { "TO a' (N0.8) AGGREGATE BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. RECORD FROM: ROS 18416 ELEVATION: 178_543' DATUM. NAVD88 PERVIOUS PAVERS WI MIN.I'VOID 6"X i6"PCC FLUSH CURB OR DEEPENED Gi CURB ROCK MIN.6"THICKOFT"�I('r--=—^"-_ III—III—III—III—III=1E1=11—III—I CRUSHED SOIL SUiaa<II L1 ,�I U=N>—�II—III III — SOIL SUBGRADE NOTE: -ALLAGGREGATEMUSTSE CLEANIWASHEDAND FREE OFFINES (SAND, SILT, ETC.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENTOF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED SPECAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL ••CONSTRUCTIONNOTE -PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION TYPICAL SECTION- PERVIOUS PAVERS NOTTOSCALE 71 TIN= TOP OFI VIUAT FINISHED GRADE I' BW=BOTTOMOFVALL WALL SUBDRAIN PER AT FINISHED GRADE GEOTECHENGINEER IF TYPICAL L DETAIL RETAINING WALL NOTTOSCALE AS -BUILT APPROVALS n BRIANARDOLINO DATE PUBLICWORKS PLANNING CITY ENGINEER DATE REVIEWER SPECIAL INSPECTION NOTE NOTE' SPECIAL INSPECTION OF ME BMP FACILITIES BYA LICENSED CIVIL ENGINEER IN THE STATE GFWFORNAIS REQUIREODURING CONSTRUCTION PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTIONREPORTSHALL BE SUBMITTED MIN THE FINAL GRADING CERTIFICATION TO THEENGINEERING DIVISION VERIFYING THESLEANDDEPTHOF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTHAND MATERAL, STORMDRAINPIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THEAPPROVED GRADING PLAN. THEINSPECTIONREPORTSHALL INCLUDEANYPERITNENTINFORMATION INCLUDING MATERIAL RECEIPTS, SURVEYDATA, INSPECTION DATES, ETC IN ORDER TODEFJL THE CONSTRUCTION OF THE DRAINAGE FACILITY SPECIAL INSPECTION REPORT IS ON FILE WITH THE ENGINEERING DIVISION PREPAREDBY DATED INSTALL PERVIOUS PAVERS H-20ORCOAQU4-6RICOR APPROVED EQUAL VOID FILLERa"TOI'(N0.8) IV VOIDS PERVIOUS PAVERS MINA°"VOID SEDDINGCOURSE-2"THICKOF DEEPENED G-1USHCURB OR I'TO{'(N08) AGGREGATE DEEPENED G-7 CURB CHOKERCOURSE GEOTEXTILE THICKNESS VARIES MIRAFI if00N I°' T04'(NO57) CRUSHED ROCK , L==III=_ 18" THICK, 3STACKED TOP PERMAVOID =271.7 1=III=III PERMAVOID 150 MODULAR UNITS —IIIJII— INSTALL PER MANUFACTURES 1=III=III=III SPECIRCATION, SEESWQMP IE=209.6 ' ' ' ' IIIIIIIII IIIIIIIII FOR MANUFACTURES DETAILS _ _ --_ `III=III=III=III=IIIJII=III=III—III GEOTEATILE SOIL SUBGRADE—�=11 LIIL—OIL—I��"`—"`-- 111=11 MIRAFI 11GON NOTES: -ALLAGGREGATEMUSTBECLEAWWASHEDAND FREEOFFINES (SAND, SILT, ETC.) -THEPAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED -EACH COURSE SHALL BE VIBRATORYCOMPACTED BEFORE PLACEMENT OF NEXT COURSE -SPECALAPPROVAL REQUIRED FOR USE INHIGHLYEXPANSIVE SOIL .-CONSTRUCTION NOTE: -PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION TYPICAL SECTION - PERMAVOID W/PAVERS NOTTOSCALE 5' 3/8„ 3/8' rl ° A a?... PCC 6 SASEPER PAVEMENTPLAN SEESHEET12 REINFORCE WI THREE(3) 83 CONTINUOUS BARS XMIN COVER 1. PROVIDEJOINTS PER SDRSD G-10 2. REINFORCE WV THREE(3) k3 CONTINUOUSREBAR 3. PLACERERAR ON CHAIRS TO ENSURE REH4R PLACEMENTATMIDSLAB 4. CONCRETESH4LLBE586C350 TYPICAL DETAIL -Y RIBBON GUTTER NOTTOSCALE TC ELEV=PAVEMENT 1.5 STURB PER ELEV.+0.5' SDRSO Gi P :IaL. b - . r a.. :L. k. ell °i� i?: ! PAVEMENT n..ir... :.1v ELEV TYPICAL DETAIL -CURB TAPER NOTTOSCALE IF 12"R 2'--72"R Y� v :Y ^: C LEGEND ITEM & STD. DWG. STDS SYMBOL SUBDIVISION BOUNDARY (EXISTING) SUBDIVISION BOUNDARY (PROPOSED) PROPERTY LINE I RIGHTNOF-WAY CENTERUNE OF ROAD PROPOSED SETBACKS EXISTING CONTOUR LINE PROPOSED CONTOURLINE PROPOSEDFLOINUME PROPOSED SAWCUT OF EXISTING PAVEMENT PROPOSED STEM HALL PER ARCHITECTURAL PLANS PROPOSED DEEPENED FOOTING PER ARCHITECTURAL PLANS PROPOSED PCC PAVEMENT PROPOSEDAC PAVEMENT (SECTION THIS SHEE PROPOSED 2"AC GRIND AND OVERLAY PROPOSED CUT/FILL LINE PROPOSED 81SEWER MAIN PER IMPROVEMENTPLANS PROPOSED HATER MAIN PER IMPROVEMENTPLANS PROPOSED STORM DRAIN (UNLESS OTHERWISE NOTED) PROPOSED STORM DRAIN INLET PROPOSED TYPE F CATCH BAST N PROPOSED BROOKS BOX (BEEPER PLAN) EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISRNG STGRM GRAIN (SIZE PER PLAN) PROPOSED DUAL DOMESTIC/FIRE WATER SERVICE PER IMPROVEMENTPLANS PROPOSED 4" SEWER LATERAL PER IMPROVEMENTPLANS PROPOSED MASONRY RETAINING MAIL PROPOSED STRUCTURAL RETAINING HALL (PER WALL DETAIL SHEETS) DEEPENEDFOO17NG OR STEM WALL (PER BUILDING PLANS) PRNATESTREETUGHT "NO PARKING FIRE LANE"SIGN SITE NOTES 7 —47 C C C SEE 136714 S S SEE 136714 W W _0= — — SDRSD 071221 0 I SDRSDC-0I-C-05 w W S S 1. EXISTING SUR'VEYMONUMENTS TOBE PROTECTED INPLACE. IFMONUMENTISDISTURBED OR DESTROYED, ITSH411. BE REPLACED BYA LICENSED LAND SURVEYORANDA CORNER RECORD OF SURVEY SHALL BE FILED HMTH THE COUNTY. 2 NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THEAPPROVED GRADING PLAN UNLESS PRIOR o WRITTENAUTHORIZATION IS OBTAINED FROM THE CITYAND THE OWNERS OFAN OTHERAFFECTED w PROPERTIES U 3. ALL EXISTING STRUCTURESAND HALLS INIMIN ME PROPOSED DISTURBEOAREA TO BE DEMOLISHED yU UNLESS OTHERWSE NOTED w amm 4. All EXISTING TREES WITHIN THE PROPOSEDDISTURBEDAREA TOBEREMOVED UNLESS OTHERWISE �zy NOTED. w S N SIN 5 ALL UTILITIES SHOWN HEREON PER SESTAVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EXACT 0 -e HORIZONTALANDVERTICALLOCARONPRIORTOCONSTRUCRON. CONTRACTORSHALLNOTIFY Wwx� ENGINEEROFRECORDOFOISCREPANCIESUPONDISCOVERY r n yTIN MENTS IN PUBLIC RIGHTEASEMENTS B SEWER, WATER, AND IMPROVEMENTS HEREON w o m REFER SEPARATE OVEMEOF-WAYAN1 FOR REFERENCE ONLY REFER TO SEPARATEIMPROVEMEA7PlAN 73671-1 FOR CONSTRUCTION ONSTRU SAS N 2m' O . OFESSIO In m c0 HAEL ,l a N a TYPICAL DETAIL -MODIFIED SDRSD G-0A �m No. 71651 om PASCCiO LARET SUITER Exp. 12/31 /21 z NOTTOSCALE {'( T� — & ASSOCIIA4IES ENGINEERING DIVISION APPROVALS PREPARED UNDER SUPERVISION OF RERE I�v= APPROVED: DATE: 2I04/21 Edward J. IMMEer Il//f�VBt`/ STEV N WAK EDWARD J. WIMMER R.C.E. NO.: 71651 S 8 21 March 9, 2021 AN ARDOLINO EXP.: 19(31/21 r4TP nATF J`T DIy1l �P San Diego I Solaria Beach I Orange County A OF CALVE&� Phone 858.259.82121 www.pissergoneering.com CITY OF ENCINITAS IN DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LEGEND AND DETAILS FOR: 735 SANTA FIE DRIVE 14776-G AP N: 260-131-02.00 LDEV-012578-2020 PLANNING CASE NO: 18-001 TMDB/CDPIDR SHEET 2 OF 14 - W W W W W- G G G G G G \ 12 A � III/ 'POLE iO �-REM04 \ (Ex O APN18LL131 711 31 RETAINING MAXHI O - �2 BN \ \ C M I � J 221 - W W _w W Sul G G G G G _x x, x x�X«•- FENCE: UP TO FOUR sOPENWTERAL (W C p OPENCIFCAAL(IN0 - d FEN OfCF!EALL01 TOPOF �AININ T 2183 IGHT RETAl a 2 IS f59 1]11Y 2 TG2183a PER SOR 1 218: IE116.f '1MX -2' 2 I SW2184 _ - - - FG r - - -- FS1190 a4 I 2161 2 27 PORCH1p 9'x FAONO - 10 �/F112191 ll �� Fg r 4:1 G219 BLDG OVERHAND N2190 IE i6 2 N 2189 6 3 - "SANTA FE DRIVE \ \ D \ _ -GGGGG G GG G( GG G�7 30VUENTS PER 14776-1 \ I EGG GGG G GG G�6 GG G 2A r r \ W DD \ UT x\ 1 \ -' JUT X T PEACEONTOPOF RETAINING WALL SHALL NOTEXCEEOSA6FEETIN JUT UT - Y COMBINED HEIGHTMEAb6) p - FROMFINISHEOSURFACEOF - AWACENTRIGHTOFWAY. \ O-J . t MXTW2.I 5 TW22161] 9 BW 2169 PL 2 T 1 4 SLOG OVERHANG GR065,1,181 SF FLOOR PLAN W4 ` LOTS\\IE216.5 OVINTOSETBACK GROSS 2,28"F FLOOR PLAN 5Z NET1,iBY5F COLOR SCHEME IF 2163) I N T 2, g� F COLOR SCHEME G i PI CRAFTSMAN •118.5 215f I PADFARMHOUSE I FF=119.7 \ 10 I 1 \ \ IE2166 2 B \ 1 _ GF=T18.1 BLOGOVERMAIG FG218.5 FG2185 ib• 9TINTOSETSACK 218.7 I BLDGOVERHANG --- " yy _ 2180 ..-I _ v� IAA -_ IE11L0 L S il5 V BLIN OSETBACK 5 21 . -?3% - - °' FG218.T 9.5'IMO SETBACK - 5 ' 1lB - - FS 2184.5 .6 FS 21W26- - YV \ 20'P PAVER 2178 � � p - � - - I PRIVATE DRIV -9 -6 ' B IS 2171 RIM117, III 32 TG2173 g O IE 2123- _ TC2 .4 23�1 ' O 7- - 4R I 19.1 2`IE2152 21 FL2170 S Fs2 ,9 �¢ EM TC 1T B I T 2P 6 2768 117 3 FL 21 2 6 214.E FL 1. 2150 S `' 1 217.5 117.0 _ - __ 221617 f4,7" f 141W2K5 1 .RoN 0F=117.1 IE 15. E 13.8 2 PS 217A 2 Pi 8 \ BWT1).0 IE116.1 2 g IFG 216 9FG 215.9 III F5217.6 _ 27 H \ BLDG OVBLOGOVERHANG - 27 BORCH I LOTS \2^1NTO SETBACK III GROSS 2,445 SF cJ F 217. n 4 LW NETZ4!ISF FLOOR PLAN 4A-Y PAD=216.8 COLOR SCHEME F J ,z I FF t17.5 SPANISH F 217. LL SUNG OVERHANG F 11 '3 ,g III 1 0.51NTOSEIB4CK 14 \ LOT4 HIGH POINT F 68 2TG2 6. IE112d FG 216B 18 SW2134 \ GROSS $145 SF IW111.: :212..1 L- - 13. NET21 SF 31 BW216.r 18 M=3: 18 11 F �P11 118.8 WZLBS IE212.8 F�+216.9 ......-.. PR 04' 3 WANE I ~ _6 ��19. �r *IE N F5219.1 O m 3 a 5. % S2f5 A n 2 TGII y IE21f = 2 T 11 IE21. II tW i U IE2/1018i iru' o \IE I FL218 11 F 21 .9 / I 28 3S \ LOTS 1 IE21 GRD.SSTBI3F 2 IE2 / 'm / --' NET2,2823F L RPLAN 3AZ I 28 P0.1/3.5 OOkCR SCHEME A I 8 F / 3 1 BLDG 34 E2f32 2 31 W21691 OVERHANG \ 5 =7 F 2135 FG 215.5 GF=21S6 g / IFS 214.1 II TCHLINE: SEE SHEET 4 2188 \ 3 LOT 14 u leomm I MOB;;= i 12) FLOG AI COLOR SO EA II 000 FARMHOUS `EEXISTING CURB AND FENCE TO REMAIN EASTC RE TG HAVE RED I �Igw220831 CURBORREOGRWND 1 MARKINGS FOR NO I T 2206 PARKING FIRE LANE. IE 2179 2 1 0 I APN 260-131 41 WALL 31 LOT 13 1 1 GROSS G 2,909 SF I- NET2,3098F.__ I -n _ PAB=119.0 j FF=119J i - --- I TG2188 IE21fi.4 2 FLOOD PLAN 4B Y(REV.) oC 11 �-EXISTING CURB AND . F821 CO ORSCHEMEF FENCE TO REMAIN I` PO__�� 31 EM27 � �VI SPANISH IIII� PROPOSED EASEMENT NOTES 1❑ INDICATES PUBLIC ROADWA Y EASEMENT FOR SANTA FE DRIVE TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP, ❑2 INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP. INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP. ElINDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP INDICATES PUBLIC DRAINAGE EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP. ElINDICATES PUBLIC ACCESSAND MAINTENANCE EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP, INDICATES PUBLIC WATER EASEMENT TO SDWD GRANTED AND ACCEPTED PER FINAL MAP. ElINDICATES PRIVATE SEWER EASEMENT FORTH ESE OF PARCEL 21IF PARCEL MAP 13811 RESERVED P MAP ElINDICATESPRIVATEDRAINAGEEII FORTHESENEFITOF LOTS 1-14 RESERVED PER FINA 1B INDICATESPRIVATED GE EASEMENT FOR THE BENEFIT OF LOTI.9RESERV RFINAL MAP 00, n INDICA RIVATE DRAINAGE E48EMENTFOR THE BENEFIT OF L -14 RESERVED PER FINAL MAP 1 RELINQUISHMENT OFACCESS RIGHT TO AND FROM SANTA FE DRIVE TO THE CITY OF ENCINITAS RELINQUISHED PER FINAL MAP 13 INDICATES PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT u 8-10 RESERVED PER FINAL MAP u INDICATES PRIVATE EXCLUSIVE USE EASEMENTFOR THE BENEFIT OFLOT4 RESERVED HEREON. t 5 INDICATES PRIVATE EXCLUSIVE USE EASEMENT FOR THE BENEFIT E OFLOT6 RESERVED HEREON 16 INDICATES PRIVATE EXCLUSIVE USE EASEMENT FOR THE BENEFIT OFLOT71RESERVED HEREON EXISTING EASEMENT NOTES OCOUNTY OF SAN DIEGO HOLDER OF AN EASEMENT FOR COUNNHIGHWAYPURPOSESRECORDEDJANUARY29, 19481NSOOK2659, PAGE 329 GFOFFICIAL RECORDS, PACIFIC BELL TELEPHONE COMPANY, A OFAN ASECORPORAHONOBA WIUEES TH THERIRNIAHOLDER O OGRESS EMEGT SSRnCORDEDTHTHEBER27, F INGRESSAND EGRESSB1OR2OFDSEIAL RECORDS. AS DOCUMENT N02013-059f0820FOFFICIAL RECORDS. CONSTRUCTION NOTES Oj EXISTINGSURVEYWIIUMENTTOBEPROTECTEDINPIACEIFMONLME DISTURBED OR DESTROYED ITSHALL BE REPLACED BYA LICENSED D SURVEYORANDA CORNER RECORD OFSURVEYSHALLBE FIL ITH THE COUNTY. O2 INSTALL 4°AREA DRAIN BY AIDS OR APPROVED EQU !eN INSTALL I8' RCP PUBLIC STORM DRAIN PE LICIMPROVEMENTPLANS INSTALL SDRSD D-09 TYPEA CL INSTALL 6'X 16'PCC CURB INSTALL V URS PER SDRSD G-1 IL V PCC CURB AND GUTTER PER SDRSD 62 DEEPEN CURB AS NECESSARY EXTEND BENEATH PAVER SECTION O8 INSTALL DECORATIVE PAVERS PER DETAIL SHEET2 Og 8'CONCRETE OVER COMPACTED NATURAL GRADE 10 SANITARYSEWER MANHOLE, SEE PUBLIC IMPROVEMENT PLANS i1 INSTALL 4° PVC STORM DRAIN @ 1.0%MINIMUM SLOPE 12 INSTALL 8-PAC STORM DRAIN@ 1.0%MINIMUM SLOPE 13 CONSTRUCTRETAINING WALL PER STRUCTURAL, SEE SHEETS SL61-SLOJ M CONSTRUCT6x16'CURS WALL, VMAX WALL HEIGHT 15 CONSTRUCTSHORING WALL, SEESHEETSSH-1-SH-1 ifi CONSTRUCT GRAVITY RETAINING WALL PER SDRSD C-09, TYPEA 17 CONSTRUCTRETAINING WALL PER SDRSD C-01 18 CONSTRUCTRETAINING WALL PER SDRSD C43 18 CONSTRUCTRETILINING WALL PER SDRSD C-05 ®INSTALL 4' PVC PERFORATED PIPE UNDER DRAIN SYSTEM: SEE TYPICAL DETAIL-BIOFILTRATION BASIN SHEET 2 27 INSTALL 12x12 BROOKS BOX CATCH BASIN WITH GRATE O 4'ASPRALTPAVEMENT OVER I I'CLASS II BASE 23 CONSTRUCT ISCURB TAPER, SEE OETVL SHEET2 2d SANITARY SEWER CLEANOUT, SEE PUBLIC IMPROVEMENT PLANS 25 INSTALL 6- TRENCH DRAIN BYZURN, MODEL Z886 ORAPPROVED EQUAL ® CONSTRUCT MODIFIED G4A ROLLED CURB, SEE DETAIL ON SHEET2 27 r CONCRETE OVER COMPACTED NATURAL GRADE 28 PARKING STALL, SEE DETAIL SHEET2 FOR PROPOSED STRIPING 28 CONNECTION TO PERMA VOID SYSTEM 30 INSTALL DECORATIVE COBBLE RIPRAP 37 CONSTRUCT RETAINING WALL PER SDRSD C-02 O DEEPENED FOOTING PER BUILDING PLANS 33 INSTALL 6'PVC STORM DRAIN@ IRA MINIMUM SLOPE ® STEM WALL PER BUILDING PLANS 35 ENCASE SANITARYSEWER w/MIN. 2 BACK CEMENT/SAND SLURRY TO 24'ABOVE TOP DEFIES GRAPHIC SCALE /'=10' 10 0 10 20 30 / PLAN VIEW - GRADING PLAN (LOTS 11 21 3, 4, 51 13, 14) y zc N9. 71651 m SCALE: 1'=f0' PASCO LAR UITER � Exp. 12/31 /21 z a cvTEs J? cIv1L �P San Dlego I Solana Beach I One Unry A�OF CAL\F Phone 858.2M.82121 www.pimengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1DESIGNED Bv: 1 DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VOID SHEET DESCRIPTION: STATION "134WCCS1' INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE / dDED: GRADING PLANS FOR: LOCATION:2.5" BRASS DISC IN THE SOUTHEAST PUBLICWORKS DATE: 2104/21 /� Edward J.Wimmer 735 SANTA FE DRIVE QUADRANT OF LEUCADIA BLVD. AND ORPHEUS BRIANARDOLINO DATE 14776-G PLANNING ST N WAK APN:260-131-02-00 LAVE ^ R.C.E. NO.: 71651 REC. ORD FROM: RODS 18418 CITY ENGINEER DATE REVIEWER / V 3-8-21 March 9, 2021 LDEV-012578•2020 ELEVATION: 178_543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12T31/21 DATE DATE PLANNING CASE NO: 18-001 TMDB/CDP/DR SHEET 3 OF 14 Z _ W W W W W— G G% G G G G G 2 I 159 36 RV 0.9 BW2164 i PoLETO BE)l REMOVED \ 36 TW21 8W210.8 EaF E OFF OFFFBOPLIOPLINE/ 2 I APN=60411_40� \ 10 96 W2f80' III 6'CMU PERIMETER WALL SHALL NOT ' EXCEED SIX (U FEET IN HEIGHT FROM FINISHED SURFACE OF ADJACENTPRGPERTY 36 Bwziae RELOCATED SEtiYER FROM 711SANTAFEDR CONNIN EXISi� W W� �PU! G G G G G . 9 x x. ^ 36 AXHT=25'l ° .. J ZIII r aMU .>A L9I II A - % 27 PORCH�/ 10 U 1 I 4,1 -� `x 2 IE2165 0 F1/ IE2t6s \� ,28 GRO33280SF FLOOR SCHEME NET2,2803F COLOR SCHEME IS PAD=118.5 FARMHOUSE FF t19.2 � 11 \ 0.5'INTO SETBACK i BUDS LOTS \ GROS52,4455F NET20455F FLOOR PLAN 4A-Y PAD=215.5 L R HEMEF FF=217.5 SPANISH 36 ETNMgANG w35' III p.�TOSOVDRETSACK y TG2167 AIL_ 2 IE2f24 E " 2 E2121 18 BW21,93 r �� G213 fE2,1. IE2f2.0 \ LOT \ 1 \ GROSST42 F NET2,282SF LOON PLAN SAE PA_ COLORSCHEMEA FF= FARMHOUSE U) GO OVERHANG ON W yI f F R101 9PORCH FG 2135 v ' 4. FG 2130 MATCHLINE: SEE SHEET 4 FENCE: UPTO FOUR /41 FEET — -H SANTA FE L —G GGGG GGG G�' GGG\\�^ VMENTS PER 147764 \ `G G G G G G Gj—G G� G G G17711 \ N89°55'47-E18B./F / — U1' — JUT — FENCEONTOPOFRETAININGWALL JUT UT — SHALL NOTEXCEEO SIX (6) FEET IN. COMBINEDHEIGHTMEASURED FROM WISHED SURFACEOF AOJACENTRIGNTOFWAY. \ 1 J --z-- �TI O I Maedr=2r 6 I I T' , 12 TW111.8 F nt ° M' f 3° TIN f 3 SWTf8.9 2 e _� IE118.5 PROPOSED TYPE IE \ 12 �4$ = CATCHSASIN ' \ R11f.2 LJ SY1 RROUNOING GRACE >�1 STRE L HT C Z21. ' r� 1� F �1' IEIiBB 2 � I ' � I k TG121 7o BERAISED rrdV�rrrrrr ®' DWN �I •Ti�i�Gi�l r/ V% f VERHANG D _RIG FLOOR PLAN 4C-K ® IInCr�lll PAD=-2110 CRAFTSMAN 'UIL12 I�lI o I FFIINV r © i�Q11g I IL►T,;GrI ,4 I I - I NTOSETSAC q r!\Nrllal -� _V�� / I� Gz P _i'•7hAsLEOa _•_ — ��,�� LOT14 rllrlrlrY lTarlll r�clrr►—.A�__u�Y��1i.3L!dlr�lu_.c_I !71>ctBBr n.lrl�FSVIA c�lnt®'ID�9V•��r,1� _m_1�j� irrll__1�111 1A+ , p rllN I Emimmmmoomms `mww 1m �_rY!_�.111 II!.100I.Irl rr` I mIMI l___R4M_! ti.�:SL'iflRalllEfl�l I� r _Ir1___rG_a`FG!_ 7III rL1i11fi1\rFACE OF WALL 15' meSL7T�__l.rLl_!��rrrr._IOFFFROF LINE COLOR SI; AggRm _m3I MA!I_�rt' 11II�i__��.11 _ �`_II _____��11 �I dMir��. �L E�331'��JCZ��J�I•g Iu Ki' a�rPrBlr�.�l�nm ,ID FENCETOREMAIN FXISTINGCURBAND t� r 2336 ��rlaurc,�7_�y�►�li� L" r _�-TAG_ 11!0114000 'W,• ■FROMFRm,4wfSURFAQff OF 'r oWtIFERMETER WALL SHALL NOT ADJACENTRk fiL.� 1k11 lid � �I •00 AND SHALL NOTSECONSTRUCTED iI an rrK UNTIL AFTER SUBC APPROVAL m LOT4GROSS 2,M SF a i.l I �I L a' �NH31'1111 FARMHOUSE SETBACK I Mpr 111 ® yml r �I m r 11 l..I,Br © �Ii� �, �,;II��ir_�mAlf.i 11 Ind 1 I 11 1 PAIVI TO FF=219.7 ■1'� dlll_Ir.IC7lnam��r �PLAN EXISTING CURB AND ly'�1�lIAY �YlltrP!'l111�1.1�1 1 ••SPANISH rl Dl_W \11111OR S=HEMBF FENCE TO REMAIN JW-T?A !98 PROPOSED EASEMENT NOTES ❑INDICATES PUSUCROADWAYEASEMENTFOR SANTA FEDRIVE TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP, 2❑ INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP. ElINDICATES PUBLIC GENERAL UTILITYEASEMENT TOTHECITYOF ENCINITAS DEDICATED ANDACCEPTED PER FINAL MAP ElINDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS DEDICATEDANDACCEPTED PER FINAL MAP. ElINDICATESPUBLICDRAINAGEE SEMENTTOTHECITYOF ENCINITAS DEDICATEDANDACCEPTED PERFINAL MAP INDICATESPUBLICACCESSANDMANTENANCEEASEMENTTO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP. INDICATES PUBLIC WATER EASEMENT TO SDWD GRANTED AN ACCEPTED PER FINAL MAP INDICATES PRIVATE SEWER EASEMENTFOR THE ITOF PARCEL 2 OF PA RCAL MAP 13811 REBERVE INAL MAP. INDICATES PRIVATE DRAINAGE NTFOR THE BENEFIT OF LOTS 1.14 RESERVED PER FI P 10 INDICATES PRIVA INAGE EIISEMENTFOR THE BENEFIT OF LOT 1-9 RESE PER FINAL MAP. t1 IND PRIVATE DRAINAGE EASEMENTFOR THE BENEFIT OF 11-14 RESERVED PER FINAL MAP. t2 RELINOUISHMENT OFACCESS PoGHTTOAND FROM SAMAFE DRIVE TO THE CITYOFENCINITASREMNQUISHED PER FINAL MAP tB INDICATESPRWATESEWEREASEMENTFORTHESENEFITOFLOT 8-10RESERVED PER FINAL MAP. 14 INDICATESPRIVATEEXCLUSIVE USE EASEMENTFOR THE BENEFIT OFLOT4 RESERVED HEREON s INDICATES PRIVATEEXCLUSIVE USE EASEMENTFOR THE BENEFIT OFLOT6RESERVED HEREON fa INDICATESPRIVATEEXCLUSIVE USE EASEMENTFOR THE BENEFIT OF LOT 7 RESERVED HEREON EXISTING EASEMENT NOTES OCOUNTY GF SAN DIEGO HOLDER OF AN EASEMENT FOR COUNTYHIGHWAYPURPOSESRECORDEDJANUARY29, f9481N BOOK2659, PAGE329 GFOFFICWL RECORDS. PACIFIC BELL TELEPHONECOMPANY, A CALIFORNIA CORPORATION DRA AT&TCALIFORNIA HOLDER OOF AN EASEMENT FOR UTILITIES WITH THE RIGHTS OF INGRESS AND EGRESS RECORDED SEPTEMBER 27,2013 AS DOCUMENT NO 2013-0591 OF OFFICIAL RECORDS. CONSTRUCTION NOTES O7 EXISTING SURVEYMONUMENT TO BE PROTECTED IN PLACE. IFMONU S DISTURBED OR DESTROYED ITSHALL BE REPLACED EVA LICEN D SURVEYORANDA CORNER RECORD OF SURVEY SHALL BE TH THE COUNTY O INSTALL 4"AREA DRAIN BYNDS ORAPPROVED E ()INSTALL 18' RCP PUBLIC STORM GRAIN UBLICIMPROVEMENTPLANS (2)INSTALL SDRSD D-09 TYPEA UT O5 INSTALL TX 16'PC HCURB © INSTALL - CURBPERSORSDGI 77 U.6'PCC CURB AND GUTTER PER SDRSD G2: DEEPEN CURB AS NECESSARY 0 EXTEND BENEATH PAVER SECTION OB INSTALL DECORATIVE PAVERS PER DETAIL SHEET2 Og B'CONCRETE OVER COMPACTED NATURAL GRADE 1p SANITARYSEWER MANHOLE, SEE PUBLIC IMPROVEMENT PLANS 71 INSTALL 4'WC STORM DRAIN@ 1.0%MINIMUM SLOPE 72 INSTALL IF RID STORM DRAIN@ 1.0%MINIMUM SLOPE 73 CONSTRUCT RETAINING WALL PER STRUCTURAL, SEE SHEETS SLD-f-SLO3 74 CONSTRUCT O(16' CURB WALL, 6'MAX WALL HEIGHT 75 CONSTRUCTSHORING WALLSEE SHEETS SH-1-SH-2 76 CONSTRUCT GRAVITY RETAINING WALL PER SDRSD G09, TYPEA 17 CONSTRUCTRETAINING WALL PER SDRSD C-01 0 CONSTRUCTRETAINING WALL PER SDRSD C-03 3 CONSTRUCTRETAINING WALL PER SDRSD C{6 ®INSTALL 4' PVC PERFORATED PIPE UNDER DRAT N SYSTEM: SEE TYPICAL DETAIL- BIDFILTRATION BASIN SHEET2 21 INSTALL 2xfP BROOKS BOX CATCH BASIN WITH GRATE 22 4'ASPHALT PAVEMENT OVER 110 CLASS If BASE 23 CONSTRUCT75'CURB TAPER SEE DETAIL SHEET2 24 SANITARY SEWER CLEWOUT, SEE PUBLIC IMPROVEMENT PLANS 25 INSTALL 6' TRENCH DRAIN BYZURN MODEL ZBBB OR APPROVED EQUAL ® CONSTRUCTMODIFIED G-4A ROLLED CURB, SEEDETAILONSHEET2 27 7'CONCRETE OVER COMPACTED NATURAL GRADE 28 PARKING STALL, SEE DETAIL SHEET2 FOR PROPOSED STRIPING ® CONNECTION TO PERMAVOID SYSTEM ® INSTALL DECORATIVE COBBLE RIPAP 31 CONSTRUCTRETAINING WALL PER SDRSD C-02 O DEEPENED FOOTING PER BUILDING PLANS O INSTALL 6' PVC STORM DRAIN@ 1.0%MINIMUM SLOPE ® STEM WALL PER BUILDING PLANS O ENCASE SANITARY SEWER w/MIN 2S4CK CEMENTISAND SLURRY TO 24' ABOVE TOP OF PIPE ® CONSTRUCTPROTO II RETAINING WALL PER STRUCTURAL DETAIL I, SEE SHEET 15 GRAPHICSCALE P=10' 10 0 10 20 30 400 PLAN VIEW - GRADING PLAN (LOTS 1, Z, 314, 5113, 14) VOID SHEET N N 7,6B, m PASCO LANACR SCALE: f"=10' � Exp. 12/31/21 � 24 ii -ES°-San Diego I Solana Beaunty NEW SHEET F F DF CALIF Phone 858.259.82121 wwcom CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED av: DIuKU ev: CHECKED eY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED SHEET 3A Ann RIQ191 1 DESCRIPTION: STATION "134WCCS1- I E PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLANS FOR: VOID SHEET LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST PU KS DATE: 2JO4121 BRIAN ARDOLINO DATE Jesse O. Owens for 7A SANTA FE DRIVE ,4 /c G QUADRANT OF LEUCADIA BLVD. AND ORPHEUS 1'47 / 6-G PLANNING STEVENOWAK CITY ENGINEER ApN:260-131-02-00 AVE. ^ R.C.E. NO.: 71851 RECORD FROM: ROS 18416 CITY ENGI DATE RE / � .Ilene Q� 2021 LDEV-012678-2020 ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR BRIANARDOLINO EXP.:12/3121 DATE DATE PLANNING CASE NO: 18-001 TMDBICDPIOR SHEET3AOF 14 0 QUQ ¢W�Ui NON W Q �w w L m LL OWN Wo� 02E i LWm - _ - - - -222- - _ ca _ P/L - - \ PROPOSED EASEMENT NOTES CONSTRUCTION NOTES -SARTA FE DRIVE \ INDICATES PUBLIC ROADWA Y EASEMENT FOR SANTA FE DRIVE TO EXISTING SURVEVMONUMENTTO BE PROTECTED IN PLACE IFMONUMENTIS \ 1❑ THECITYOFENCINITASDEDICATEOANDACCEPED PERFINAL O DISTUFBDORDESTROYEDITSHALLBEREPLACEDBYALICENSDLAND MAP SUREYORANDA CORNER RECORD OFSURVEYSHALL BE FILED WITH THE COUNTY. - W W W W W WLG:-:: _ ❑ INDICATES PUBLIC EASEMENT FOR PRIVATE STREETSTO THECITY O2 INSTALL 4°AREA DRAIN BY NOS OR APPROVED EQUAL G G G G G G G � G G G G G G G G G G (G G OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP.O3 INSTALL I8" RCP PUBLIC STORM DRAIN PER PUBLIC IMPROEMENTPLANS �2� �U Ih'(rPROVMENTS PER 14776-1 \ L INDICATES PUBLIC GENERAL UTILITY EASEMENT TO7HE CI7YOFG.G G G G G �G G G G G G G G G G 6 G G G ENCINITAS DEDICAEDAND ACCEPTED PER FINAL MAP. O4 INSTALLSDRSDP097YPEA CLEANOUT PER FINAL MAP F_j \ ` -- _ 41 DEDICATED PUBLIC ICC EWER E48EMENT TOO THE CITY OF ENCINITAS O5 INSTALL 6'X IFPCC FLUSH CURB INSTALL 6' EGG CURB PER SORSO G7 6.-, � 'a W \ \ \ ENCINITAS DEDICATED AND ACCEPTED El INDICATES PUBLIC DRAINAGENT TO THEL ITY F PER FINAL MAP.O] INSTALL 6°PCC CURB AND GUTTER PER SDRSD 62 DEEPEN CURB AS NECESSARY A A > TO EXTEND BENEATH PAVER SECTION '-' d N89°55'd]"E18. ° °' \ INDICATES PUBLIC ACCESSAND MAINTENANCE EASEMENT TO THE n X 1 \ CITY OF ENCINITAS DEDICATED AND ACCEPTED PER FINAL MAP, O8 INSTALL DECORATIVE PAVERS PER DETAIL SHEET2 UT -I- JUT -\ X--\JUT \1 INDICATES PUBLIC WATER JUT UT - - -JU& ❑i ACCEPTED PER FINAL MAP. EASEMENT 7050WO GRANTED AND O C�ftYSEWER MANHOLE,SEE PUBLIC IMPROVEMENT PLANS I. FENCEONTOPOFRETAININGWALL x x' x x / ry SHALL HOTENCEED WX(NFEETIN 3 _ 10 �W FENCE: UP TO FOUR(4) FEET COMBINED HEIGHTMEASUREO ..' �50PEN M4iERIAL((INCLUDING FROM FINISHDSURFACEOF - r _+t \ _-- �� ❑B PARCEL 2 OF PARCEL MAP 13611 RESERVED PER FINAL MAP INSTALL4 PVC STORM DRAIN @ 1.0% MINIMUM SLOPE 'a FROMFIADJACENISHEDSOFACE ...r\- _ - 'T INDICATES PRIVATE SEWER EASEMENT FOR THE BENEFIT OF if l FENCECAP)AUOWEDON % ` / TOP OF RETAINING WALL ) O d WAY _ 8 y D d fie. _ _ g INDICATES PRIVATE DRAINAGE EASEMENTFOft THE BENEFIT OF 11 INSTALL B'PVC STORM ORAINQ70%MINIMUM SLOPE i] AXHT=25' -A ° /%° - /✓ ,tlM L 4 MAITRE 17 - LOTS i-74 RESERVED PER FINAL MAP. IS 159 1] / SEE PER SDRSD A ..hn-T I.. TWZTI9 13 CONSTRUCTRETAINING WALL PER STRUCTURAL, SEE SHEETS SLD-f-SLDO 118 2 TG 2183 MAX 23 2 1.6 12 i4V 21 17 I-- CGG �' BW121 3 31 IE116.f I BW218. PL 1 TG zme 10 LOT 9INDICATRERVED PER FINALSEMENT FORTHE BENEFIT OF /1 CONSTRUCT 6xi6-CURB WALL, 6'MAX WALL HEIGHT rn BW218d 2 ,.. E2185 f Fa!2185 I i 11 FGT19.0 2 i FG 121. 1. ' _ PROPOSED iYPEF IE \ \ R11f1 12SURROUNDING GRADE n INDICATES ATESP IVATEDPR DRAINAGE ENTFOR THE BENEFIT OF 15 CONSTRUCT SHORING WALL, SEE SHEETS SH-i-S&1 FS2190 J FGP19. STREE IN11i �] T J' °� I' "TOBERAISEDLOT °? RCH I C FG 211.0I 2f8.8 2 J 16 CONSTRUCT GRAVITY RETAINING WALL PER SDRSD C-09, TYPEA pQRLH�p° PATIO o0(4 -1 c 5 pOR YE 21S '� RELINQUISHMENTOFACCESS RIGHTTOAND FROM SANTA FE Lug •e' - 1196 I L'B I °L-III - 13 DRNETO7HE CI7YOF ENCINITAS RELINQUISHED PER FINAL MAP 1] CONSTRUCT RETAINING WALL PER SDRSD C-01 BBW 19.B 1 3� ,13 I I r PaEiD BE FB d. G21g OVERHANG 2] I f��,.�C /I o I \ 13 8-fO RESERVED PER FINAL MAP, O ` EMOyEp ro i��"- INDICATESPRIVATESEWEREASEMENTFORTHEBENEFITOFLOT 18 CONSTRUCT RETAINING WALL PER SDRSD C-03 TG 18 PR 04' °' 1 31 \ 31 W21 �, IE 216�2_ \ 34 I WA UNE IE21BB 1 BW11f ° 18 CONSTRUCT RETAINING WALL PER SDRSD C-05 LONi 2 IE21s.5 0.8 NTOVLHHANO SETBACK C'R��iB2 SF FLOOR PLAN dC-X I 28 /I I \ 12 1d INDICATES RESEREDEH HEREON XCLUSIVE USE EASEMENTFORTHE BENEFIT 20 INSTALL 4' PVC PERFORATED PIPE UNDER DRAIN 1 f1 \� O NET11 Ft 229] _. OROS3280SF FLOOR , 19.0 CODRAFTS SCHEME I c SYSTEM, SEE TYPICAL DETAIL BIOFILTRATION BASIN SHEET2 l PAD2119.0 CRAFTSMAN \ y c I OJEWT ISS T OFLOTESPRIVVE EXCLUSIVE USE EASEMEMFOft THE BENEFIT E218j NEi2,1805F COLOR SCHEMEG I y N PARKING IOHT01g8U 15 kV 2 IE215{] I`r'd PAD•218.5 � FARMHOUSE I FF=219J \ I HRE NE SIGN i BOQDING FERMI o FV1.5HP ELOT6RESERVED HEREON 27 INSTALL 12x12 BROOKS BOX CATCH BASIN WITH GRAVE I I FFN219.2 11 I }�R LOi f4 APN28a131 Ink-11 \ IETiss 2 9 - -. + \ I I 1� 1B OFLOTESPRIVVE EXCLUSIVE USE EASEMENTFOR THE BENEFIT O 4'ASPNALTPAVEMENT OVER if'CLASS II BASE 1_ GF=T18.1 BLOGOVERHANG I 2 I 3 \ OF LOT7RESERVED HEREON O FG2f8.5 FG 21B5 E2 0]INTOSETBACK I e' S \ I \ 23 CONSTRUCT 15CURB TAPER, SEE DETAIL SHEET2 1 W218] I BLDG OVEMUNG --- J=" __ _ _ 9 I OW11f031 1d SANITARYSEWERCLEANOUT, SEEPUBLICIMPROVEMENTPLANS - IE11L0 TGM..6 ^m G219.0 i, 1 r � 20 - '� 2�'2 IE 218.6 \ BLDG OERHANG FS R5 5 - -' pq, - 23% _ _ _ _ _ &N LM{gSEMEN LOT 19 W 25 INSTALL 6' TRENCH DRAIN BYZURN, MODEL Z8B60RAPPROEDEWAL w I FG218.T 0.5'IM0 SETBACK 5 2)B _ - FS 1184.5 - - TC 21. py�A ROAD I GROSS 3,5105E > 52214 6 Pro FS2W W VJ FS218. I NA03,5105F ® CONSTRUCTMODIFIEDG-0A ROLLDCURB, SEEETAIL ONSHEET2 I - 0 4' AL VER -21.7 I TG2208 2 may_ 20'P PAVER FF=111.] IE 218.1 2] iCONCRETE OERCOMPACTED NATURAL GRADE I 1'.11LA LABS AS 31 BW2lLe\ PRIVATE DRIV 9 28 1 I ° \ 9 FS 21]1 R212,3 0 28 PARKING STALL, SEE DETAIL SHEET2 FOR PROPOSEDSTRIPING TO CoEDEESLET�WERFRGMEXIST a 0 IE2113 r 9A ; y! FLOOR PLAN1, I EXISTING EASEMENT NOTES ]Ii PER SEPERA TEBUJL C;R RMIT I Ile 218.2 32 E2152 2 - - $ - iFt2 .9 23 O IE 2091 28'SD�D EN OOFARMHOUSE A O ` EkISTINGCURBAND 28 CONNECTION TO PERMAVOID SYSTEM �� --_--- TC t�T $ T 11. I ~ ti I I FENCE REMAIN COUNTYOFSANDIEGOHOLDER OFANEASEMENTFOR iG2174 S S 6 2168 P11 3 30 INSTALL DECORATIVE COBBLE RIPRAP 2 _ 0 $ 2 F 1 a F 21i $ c, FL 21�2 �5 L21 STi .B o O CWNTY HIGNWAYPURPOSES RECOREDJANUARY29, IS 214.8 _ 2150 nypi y 5. % 119.2 Bwz2BB 31)\ « 19481NSOOK2659, PAGE 329 OFOFFICIAL RECORDS. 14 IN 1J.5 - �` _ _ 11 _ _ 6WTi. 6 T 1R0 EMT CURB TO HAVE RED I I \ 37 CONSTRUCT RETAINING WALL PER SDRSD C-02 gW21]0 __ _ IE B0 CURB OR RED GRWND 1 MARKINGS FOR NO i i 2208 PACIFIC BELL TELEPHONE COMPAN$A O DEEPENED FOOTING PER BUILDING PLANS F 1 i m T 16 2 2 j) N 1 PARKING FIRELANE. IE21]g 2 CALIFORNIACORPoRATIONOBAAT&T CALIFORNIAHOLDER (DE E 2167 14 ilY1f)5 i RoH " GF-21T1 IE 15. IE 13.8 F5217A Ti4.i STALL6 PVC STORMD %MINIMUM SLOPE f F5219.f0 2 OFAN EASEMENT FOR Ui1L1T1ES WITHTHE RIGHTS OF O l BW2f).0 p ! FG 216.9 28 Q 5 C I O INGRESS AND EGRESS RECORDED SEPTEMBER2], Z013AS 33 IN RAIN 1.0 II 8 IE115.1 g F521T.5 `c I n 8 DOCUMENT N02073-059f0820FOFFICIAL RECORDS. III III 27 A BLDG OVERHPNG l $ m 3 l III V ®STEM WALL PER BUILDING PLANS BLDGOVERHANG 2] 80RLH I Q I \2 / LOTS \V^INTO SETBACK N I S o, I �� / g5 ENCASE SANITARYSEWER W/MIN. 2 SACK CEMENT)SAND SLURRY TO 24'ABOVE TOP III GROSS 2,445 SF cJ F 21 T. ° \'! 'l ' �` _ OF PIPE UJI NET2445SF FLOOR PLAN dA-Y m 15, F 1. - Z I FFF=Lii.58 COL SPANISHUK MEF F 21T. S % A 5218.0 % 32 2 11188 218. Qcz I L21]. TG219.3 FG 2210 31 RETAINING WALL I I TILDE OVERHANG HIGH POINT 35 y m 2 IE216.0 IE2i�]T 2 MA%HT=35' Ill 0.51NT0SET&1CK 14 \ LOT4 I N✓mo APN 260-13141 IF 68 2 TG 216.7 FG 216B 18 i GROSS $245 SF 8. I� 2 T 11. II BW1190 IE112d BW2134 NET2,145 SF 36 IW11L6 1215. T 21 2 L- 123. BW216.8 2 IE2f2.i - \PAM118.8 W 18 M=9.6' 18 W2 11 2 IE2f2.e FF+ 179 BW21 0 f IE116] �� 31 BW213.3 36 HT=1.1' 3 B 6' IET16J�� T 21. - 16 FLOOR PLAN I m\ I NI OVERHANG RMAXHT3IETAINING WALLO 1 211 .� B f3 19 COLOR SCHEM B / 1 31 1 17 A%HT=1.OJ 11 Ti . ig F 1 TG213.3 FARMHOUSE I 'I \ y +FLL2LIS.6 CKpq LIE2129 D� I4 - G/211333 11 F 21 .9 I 28 2-�}Q N ark- 1 ./alp \ 1F I114. "� LOTS 34 I -'v� m 2 IE215.5 LOT13 I III,I GNET2,2825Fx FLOOR PLAN 3AZ 2 E2 1 28 / / 1 NET 1,J09£FF / PAD=14.2 L040R SCHEMER i 8� I � 3 P�19] l FF=21/.2 FARMHOUSE _ �_ 21 BLOC 34 IRG25 2 36 W21� !T y --- 1 IE216.d (�J e; OVERHANG \ 8. T621B3 2 5 F 2135 FG 216.6 GF=T1S6 9 5.� FL-�18.P I W FS 214.1 I FLOO[i PLAN 4B-Y (REVJ 11 I �-EXISTING CURBAND V 4 1 FG 215. L F521 COLOR SCHEME xo PoRO v� 6,8 fd�__ SPANISH FENCE TO REMAIN GRAPHIC SCALE 1'=10' FG2135 5 s " 11 •� 2 rZz < 21 . 1 f I', 1 poEI _ Twnao 31 Ill ' F1d FG 213.0 $ 368 213.d I BW21 8 °-f 10 D 10 20 30 QgOf ESS/O,yq MATCHLINE: SEE SHEET 4 �o �cnAEL �o PLAN VIEW GRADING PLAN (LOTS 1, 2, 3, 4, 5, 13, 14) y zc Na. /31 m PASCO LARET SUITER T=fO' Ex2 1161 SCALE: z J? clvly �P San Diego I Solana Beach I OrangeCounty NEW SHEET OF CAL\F Phone 858.259.82121 www.plsaengjrleering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ADDED SHEET 3B XL9 I /0/06/z! I DESCRIPTION: STATION "134WCCS1' INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLANS FOR: LOCATION:2.5" BRASS DISC IN THE SOUTHEAST PUBUCWORKS n DATE: 2104/21 X0` CGwfor 735 SANTA FE DRIVE PLANNING QUADRANT OF LEUCADIA BLVD. AND ORPHEUS BRIAN ARDOLINO DATE 'l//yVn'v - 14776-G STEVENOWAK CITY ENGINEER ApN:260-131-02-00 R.C.E. NO.: 71651 LDEV-01257a•2020 RECORD FROM: ROB 18418 CITY ENGINEER DATE REVIEWER ELEVATION: 178_543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12/31/21 DATE DATE PLANNING CASE N0:18-001 TMDB/CDP/DR SHEET3BOF 74 n Q U U Qmv UZ WOW Qmm MQ� �w w H�LL mm� ~mm < Om n N Q. uin MATCHLINE: SEE SHEET 3 PROPOSED EASEMENT NOTES CONSTRUCTION NOTES - I I I. -_ _-_ _ m INDICATESPUBLICROAOWAYEASEMENTFORSAMAFE Oj EXISTING SURVEVMONUMENTTO BE PROTECTED IN PLACE IFMONUME BLD 34 1 ,..2 2 31 V116.9 ' j T 2, ❑ DRNE iO THECITYOF ENCINITAS DEDICATED AND DIS7URBE0OR DESTROYED IT SHALL BE REPLACED BYALICENSE D I; W218.9 �� T FG 1190 I IE216.4 2 W I �? oPORL FG jfiRHANG - FG2-1-U --�9 I Lr 5� •� H.-:1B.1 I ACCEPTED HEREON. SURVEYOR AND ACORNER RECORD OF SURVEY SHALL BE FIL ITH iHECWN7Y. W U , GF=115.6 I 6 '118, FLOOg PLAN4B-Y(REV) 11 I EXISTING CURB AND y INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO O2 INSTALL 4°AREA DRAIN BY NOS OR APPROVED EDO p W F f 2153 0 COLOR SCHEME ❑ THE CITY OF ENCINITAS DEDICATED AND ACCEPTED ae / _-_ se 68 Al _ FENCE TO REMAIN I� FG 213.5 FG 2135 o F ,a0 R - 11 - SPANISH HEREON. O INSTALL 78"RCP STORM DRAIN 2 d 215 - -- 1 Po�fJ `, TN2 30 31 �J�t', I T S I1 BW218. `XPN 260.f31s5 I 1d , - F51f d / 41 1 2T i ❑3 �TYOF ENCINITAS DEDICATED ANDA EASEMENT HEREON. < INSTALL SDRSDP097YPEA CL a " B 213.4 E2, .7 .2 31 HT .J o TG2f80 F m 5 WS7ALL6°X16°PCC CURB 12 1.0% ,z+ u+ 9 m d: ? IEz z I 0 1 ? 5 11 F 1 i d 7 n r hl- • 1149 I,_ FS2 I ❑ INDICATES DEDICATE AND ASEMENTCCEPTE HEREON CITYOF 6'C CRETE FS 219 III"' I w _ d ENCINITAS DEDICATED AND ACCEPTED HEREON. ©INSTALL 6" URB PER SDRSD G-7 a � � 14V 130 _~ n 2' 13. 9 g 2 � § $ _ � BLDG OVERHANG 14 BW2125 14 2� _ - a' :J X�' 2 111p.B ggR7A�ATE VE'C' 6 T 2, 1 �12- - TG 21T4 �` S S a 5 _ e-�Sd - F11,]] 9 \'I o 1 y INDICATESPUBLICORARAGEEASEMENT TO THE CITYOF O] IN L6°PCC CURBAND GUTTER PERSDRSO G-2 DEEPEN CURBAS NECESSARY K 31 TW i4q I- - -- - 21„ { iG2f .d y J M4X{N-3.A �1 P p11 ( I TCEidS q` y vo, N ❑ ENCINITAS DEDICATED AND ACCEPTED HEREON. EXTEND BENFAiHPAVER SECTION \ BW2134 d IE 2110 \- FG219.0 F 2125 d e B.B% u' / FS 16.3 1 FL 2 2124 F A PORCH\ - BeI Z W ❑ INDICATES PUBLIC ACCESSAND MAINTENANCE O8 INSTALL DECORATIVE PAVERS PER DETAIL SHEETS 2 IE2114 10 y J� -- 12- 1 _ 45 S '•°��\. 3 'G21B. 2 6 EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND F52131 .e - /, 12 B211J -- l 216. - FS fIf �,I IE 161 n - /4V 51f51 _ -ym - ACCEPTED HEREON Og 8°CONCRETE OVER COMPACTED NATURAL GRADE ¢,2 Avz,2. yY1_ 1 wzr2 .: iz 141 I- - s � 21a331 1 G2 B�..- 11 2i2 Bi - 22 f 1 OVERHA G GF= FG 212.5 12,08 2 1fI9 2 i 2,T Ft 1f5 FS2169 5 FS11B3 5 ❑ GDIRANTEO ANO ACCEPTED EREONCATES PUBLIC WATER NT TO SOWO ip SANITARYSEWER MANHOLE, SEE PUBLIC IMPROVEMENT PLANS 1 / I I F 21 1211 MAX HT= EXISTNG NGlEFAMUY if INSTALL 4°PVC STORM DRAIN @ 1.0% MINIMUM SLOPE � \ LOTS I I o 2 HOMETOSE$EMOVED ❑ INDICATESPRIVATESEWEREASEMENTF EBENEFIT Y ° GRO$$S2,5]3SF FLOOR PLAN4 P ,,43p SF \ NETT II SF COLOR SOHEMEE II F I_III _ w OF PARCEL 2 OF PARCAL MAP 13811 RVED HEREON. 12 INSTALL B'PVC STORMORAINQI.O%MINIMUM SLOPE 0 W 1$'02 PAD=212.5 CRAFTSMAN �I 2 _I"1 I /I FIRETURNAROUNQ TO I I FF 19.2 k?RCH III 28 HAVERED CURB OR RED ❑ INDICATESPRIVATEDRAI EASEMENTFOR THE 13 CONSTRUCTRETAINING WALL PER STRUCTURAL, SEE SHEETS SLD-I-SLDJ 3'-L w GROUND MARKINGS FOR BENEFITOFLOTSI-1 ERVEDHEREON. I \ OVERHANG I T 11. I I e' NO PARKING FIREW,E f1 CChSTRUCT6xi6"CURBW4J1, 6'MAXWALLHEIGHT \ \ 13 NY2IT5 ifi IE 106 2 J❑ III Y ❑ INDICATES P ATE DRAINAGE EASEMENT FOR THE O TG 2123 O8'INTO Byypgp 27 /\ �0 BENEF LOT 1-9 RESERVED HEREON. 15 CONSTRUCT SHORING WALL, SEE SHEETS SH-i-S&1 2 IE210.I SETBACK 7X7.0 T 2 N \ \ 1 Tyy'1' FL \11ne. DICATESPRNATEDR ESERVEHERENT FORTHE ifi CONSTRUCT GRAVITY RETAINING WALL PER SDRSD C-09, TYPEA 15 RN213.3 _ ----- 77 BW III L TiLB TW221031 1 BENEFIT OFLOT i1-14 RESERVED HEREON { \ Bw1a9.0 4E b9b 30 • : = ewz,ze 0 iF=m]0 10 11 �i-- 3 3 d'T EN H IN 17 CONSTRUCTRETAINING WALL PER SDRSD C-01 RELINQUISHMENT OF ACCESS RIGHT TO AND FROM \ f i3•' i - LO ��- IE2i4,5 12 SANTAFEDRIVETOTHECITYOFENCINITAS �/ 18 CONSTRUCTRETAINING WALL PER SDRSD C43 •6<Y208 IE2f0. 2 12 GROSINET4P9d SF 1.2 IE 1,f 217 2 RELINQUISHED HEREON. - FG21. 1 I n IE 2145 18 CONSTRUCTRETAINING WALL PER SDRSD C-05 P 0=112.4 V .'.' FG21L5 I f 2- 22 F = F 21L INDICATESPRIVATESEWEREASEMENTFORTHESENEFIT a TG 2114 2 ,4 EW2115 �� FF=2f3.2 8 \ \ IE2f4. 1 13 OFLOTB-10RESERVEDHEREON. INSTALL 4'PVC PERFORATED PIPE UNDER DRAIN IE1f03O (E1f04 ewW70 13 15 I m 1 9 1 BLDG TF2070 I FLOOR PLANYY I TC 1 BLDG OVERHANG (Vj, '� SYSTEM; SEE TYPICAL DETAIL -BIOFILTRATION BASIN SHEETS LO OVERHANG I COLOR SCHEMED I i 7 A K� 'EXISTINGGARAGE 1 1 1 td BENEFIT OF INDICATES LOT RESERVED HEREON IVATE EXCLUSIVE USE SEMEMFOft THE 27 INSTALL IZO2 BROOKS BOX CATCH BASIN WITH GRATE 7 TT$6 AFFORDABLE UNIT 3q SPANISH 12 �. TO BE REMOVED ✓�-/ GROWZJ93 BE FLOOR PLAN 38Z I 2 I N G y� F fI I TIV2 APN260.13b2d TW2 0 \ NET2,393CF COLOR SCHEMED I E IOd FG 212.5 I av 4005E 1131 15 W2 0 PAD'211PT FARMHOUSE I TG 21T3 I \ 15 INDICATESPRIVATE EXCLUSIVE USEEASEMENTFOR THE 0 4'ASPHALTPAVEMENT OVER if"CLASS II BASE -'-' FBI 12 2 IE2111 FL FL o APN 260-131J1 BENEFIT OF LOT 6 RESERVED HEREON • 23 CONSTRUCT I.SCURB TAPER, SEE DETAIL SHEET2 2 3 PORCH I zavj0 2 ` 18 INDICATES PRVATE EXCLUSIVE USE EASEMEMFOft THE O� 1 ;�; \ DVERHPNG 14 N✓2,2f I I I 1 27 \ BENEFITOFLOT7RESERVEDHEREON 1d SANITARYSEWER CLEANOUT, SEE PUBLICIMPftOVEMENT PLANS T 111 F R11. GF=211 BW111.6 I I 11 I BW2 d IE210. FO 71 FS SITS \ TGTi7O \ PORCH I I I - 2 25 INSTALL 6°TRENCH DRAIN BYZURN, MODEL Z8B60RAPPROVEDEWAL 2 31 IE �f4.0 A / ••�- \FS2121 J G1.9 I MAILBX 6W216.6�I LOT 12 13 193 BIOREIENTKK4AREAA ap 10i : GROSS SF BW2f37 15 �\ ®CONSTRUCT MODIFIED G-0A ROLLED CURB, SEE DETAIL ON SHEETS . I .�AINING ALL BW�13I TRIBE � i FG 12.5 9- F 2,25 I 3 RSDR C{N N A0-1111F \ 27 iCONCRETE OVER COMPACTED NATURAL GRADE MOSS d _ r MAX f.3' ALIVE 5 a 11 >Z3i1 --1' Q- J II II I TGTfIO FR=11T.9 .. 2137 IETO90 E210 ' -_Sq BiRE�It(6T 12 2141 IETfd 2 4"PVC IN ETINiD BMP �.J 28 PARKING STALL, SEE DETAIL SHEET2FOR PROPOSED STRIPING 9.4 d 32Y FL LAN MEE - 30 ,' - = B'PUBLIC ' ME ,COLOR EMEE • FS 211. F 2110 51% - 3 T i1d 2 FG 211.5 IVJ i16 PRIVAE D I CRAFTSA ,',', T it 14 ewz116 x12. G2,24 RETAININGEXISTING28 CONNECTION TO PERMA VOID SYSTEM ,rPvcsD�s% „ I nT IE= g = 2 IE ,; z FLz15 EAs7aRBrorIAyERE° RETAINING ;\ EASEMENT NOTES 7q•- -�- 1 29P14 3 CURBORREDGROUNO EXISTING CURB AND _ OR1 . �% 4 I MARKINGS FOR Nd STRU L, 30 INSTALL DECORATIVE COBBLE RIPRAP 11 BLDG OVERHANG - I'0 =094 LI�AITOFPEBNAV010 `' I. p P I IP, IE=20. SEES --- IF SCE REMAIN 7W2124 .'1'.' I IS'INTOSETBACK vw50 PER ABi INC. UU ne PARKINGFIREOW RETAINING WALL L-•- \ COUNTYOF SAN DIEGO HOLDER OFAN EASEMENT FOR y 15 BWTp9.0 9 + = BENEATH PAVERS P •iRl/ c kn I °6 N it PER MAUBORER CM M=].8 I \ O CWNTYHIGHWAYPURPOSESRECORDEDJANUARY29 37 CONSTRUCT RETAINING WALL PER SDRSD C-02 PER STRGWALL I - + 'r BIDG OVERHANG \ S 1948 WSOOK2C59, PAGE 329 OFOFFICIAL RECORDS PER $TRUCNPAL h I VRIM211 2 9 5 6 FL2f5.5 I I 04'#ROSETSACK �I 32 DEEPENED FOOTING PER BUILDING PLANS MAXHT=4S' IE105.1 ••.•�• I IM it ETi4.1 I IET13. 2 2 iE1138 I ,. F' PACIFIC BELL TELEPHONE COMPANY,A IE11g3 I IF Z052 T TI< 1153 I FG 217.2 I - CALIFORNIA CORPORATION DIVA AT&T CALIFORNIA HOLDER 33 INSTALL 6" PVC STORM DRAIN @ I.O%MINIMUM SLOPE • BLOGOVERHANG i' q 5 5 - O DEAN EASEMENTFOR UTILITIES WITH THE RIGHTS OF 0.1'INi05Ei8AG( 2I1 IE i. E �--- W J 8-PVC INLETI MP ®STEM WALL PER BUILDING PLANS TG1115 -T INGRESSMDEGRESS RECORDEDSEPTEMBER27, 013A$ FG 211.5 2 IE B _ - RYTf), �`113130 DOCUMENT NO 2013-0591082 OF OFFICIAL RECORDS. FG 211.5 4 - F 2 Pf 31 m F 2 11 13 N✓1 L 3$ ENCASE SANITARYSEWER w/MIN. 2 BACK CEMENT/SAND SLURRY TO 2MABOVE TOP PERMAVOID -•�• - 5. LOT9 1 I I ] \ BLDG 52130 c PERMAVOID OFFSET DETAIL SESEE y FS 2$.0 4 - OVERHANG T021 :. STORAGE, SEE DETAIL SHEE�2J-.�-•-I 1NOE•TZ749SFF I 1 f 16' m FG 212.5 2 I 3 1 o ,DETAIL SHEET 2 \ •..r� I PFO2f2.T Po CHo II I GF=211A / 27 I : Mi '�'� IE2,gJ 2 Po 2 1.5 I .-TVI 88 "� I I FG 2125 9 .1 'PORCH II = FG 215.i FS21 ..3 27 1 2 G215.7 15 BW209.0 BLDG 1 27 III I LOT11I 1 � .:a' ..... F5216.3 1 20° d'PVC STORM DRAIN�9$% ' �'-' OVERHANG I BW111. 14 GROSS 2,7 F :':'i'.'is .!ji 4'PAT ST l 7 d ORM DRAINM0.5% BIORETENTION AREAS I 11 NET 1J88 T =Tf15 ....:: :. . :: / 255 SF FLOOR kLUI"-Y(REVJ PAG=111.5 4 IE20000 + >. +: 2156 2 LOT11 T 2154 APN 160d31.16 \ - I IE114 I 213,7 FG COLOPANISH ED 2 i 0e 2 pF=21 2 1I 3: ( GR0553,1]45F F}�OR PLAN 3B2(RLV.J 12i4.31 2,081E SPkNISN IE2f0. I I IE111.3 >7+�'.�� NET3,1]45F Q •-♦© 2„q FLOOR PLA (REVJ ?';:,: M1WNTENANCEVEHICLEACCESS C FARMHOUSE I D-29 CATCH BASIN D-29 CATCH BASIN 1110. 2 I I COLO HEMEIS 11 TOBEGRAVELPAVE-10R PAD-215J :: OVERFLOW STRUCTURE I OVERFLOW STRUCTURE \ I II MHO USE \�'�; ;�..;: APPROVED EQUAL FF=]16.4 PER DETAIL SHEETS / III ORIFICE PLATE RESIRICTOR IE2f0 30 11 E.DG 4 5 6 9 "" / / IE2f08 PER DETAIL SHEETS 1 p I 2 RV21 7 - - , ....: . Bwz09. 57 13 14 BW211. I IE 2,07 RHANG .... 51., TG 215. M4XHT=2.8 17 13 15 / DY21f] FS 211] FGZ'L2.5 T 13 FG 212.5 '{� 2 T i6 2 BLDG OVERHPAIG BW2137 BW213.0 -L 15 BW2100 F 21,. FG 21 L5 E2f B 7 IE21gs 1f44 / ,TWO IOISCPRGE PIPE E OP0 i Pit _ TG 11.5 - --9- - - ", 717-- i =-15A ®1 PA I 12 MOWBRWALL :..I V 24#4 BROOKS BOX 2 2 2 IrPVC INSTALL KEYSTONE l _IW219.0 12 F IE2113 20B.B 21.5__. IFS `4--5 1f0 G , 4 I - 'BW2fJ 31 u 2 fi---___ - _ - - -- - IE P/L EXVS'VCP SEW@R RNI1B0 - -- RIM 2179 - x � r _ .. - 1 APPROX LOCATIONEX IB PROPOSED D29CA N m212 13 10 i-- - iW116 10 RIM DN216013 AININGWALL--------- 13 13 11 1 d F RCP STORM DRAIN TO REMAIN L,y CONNECTTOE NO STORM-- 9W21f.---------- 13 -- 13 IE 205.8 BW113 MAX HT 2.5' MAIN TO REMAHJ BW2160 BW2170 _ �� --- qpN 0.1314M F ---- (IE208 BBf I ORAINPER LID ------------------- IMPRO TvuN APN160.13151 , _ APN 280A31-0� �'---- F / _ I I 1 - GRAPHIC SCALE 1'=f0' u / 6 . VOID 10 0 10 20 30 SHEET OfESS PLAN VIEW - GRADING PLAN (LOTS 6, 71 8, 91 10, 11, 12) y z2 P. 71651 m pASCO LAR UITER SCALE: 1'=10' ExN 121 1 z tT Tt a AS WES sr CIv1San Diego I Solana Beach I Orange County A�OF CALIF Phone 858.2M.8212 I www.pimengineedng.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS oesIGNED Bv: DRAWN Bv: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VOID SHEET jon WC1191DESCRIPTION: STATION "134ARI INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE��yyy A DED: APPROVED: GRADING PLANS FOR: LOCATION: 2.5"OFLEUASSDISLVD. AND PUBLIC WORKS DATE: 2/04T21 �� Edward J. Wimmer 735 SANTA FE DRIVE QUADRANT OF LEUCADIABL IN THE OUTHEAS BRIAN ARDOLINO DATE 14776-G PLANNING SH= F WAK EDWARDJ.WIMMER APN:260-131-02-00 AVE. R.C.E. NO.: ]1651 2021h 9, RECORD FROM: R0518418 CITY ENGINEER DATE REVIEWER 3-8-21 MarcLDEV-012578•2020 ELEVATION: 178_543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12/31/21 DATE DATE PLANNING CASE NO: 18-001 TMDB/CDP/DR SHEET 4 OF 14 Z MATCHLINE SEE SHEET 3 PROPOSED EASEMENT NOTES CONSTRUCTION NOTES - I I MIT�I mill ❑ INDICATES PUBLIC ROADWAYEASEMENT FOR SAMAFE O EXISTING SURVEYMONUMENT706E Pft0TECTED IN PLACE. IF MONUMENT I� �BLD 34 IEi131 2 307 1 y E ,,' I�1 Fll. .7 F 2f . / ' I IE2I6.4 2 1 DRIVE TO THE CITYOF ENCINRAS DEDICATEDAND 1 DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED 0000 �+ OV HANG - FG 2135 FG 2155 9 I FL 218.2 \ I ACCEPTED HEREON. SURVEYORANDACORNER RECORD OF SURVEY SHALL BE FILED THECOUNTY w - GF=216.6 I S. - I000 FLOO(t PLAN4B-Y(REV) i1 EXISTING CURB AND p INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO (2 INSTALL 4•ARFA GRAIN BYNDS ORAPPROVEDEQUAL �}1 xpOpD ( _/ x. a- L 6.8 2153� _ COC SPAN SHMEF FENCE TO REMAIN ❑ THE CITYOFENCINITASDEDICATEDANDACCEPTED Il c a - - HEREON. O3 INSTALL IB'RCPSTORMDRAIN 0 2FG 13.5 F 14 71 2 2150 - PO(f�ia NVTT3.0 �f III a TW216B 'T1 3/%� `' 1 I1 27 I BW218 ❑ INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE O4 INSTALL SDRSD D-09 TYPEA CLEA a 9 213.1 .J 4. / I CITYOFENCINITAS DEDICATEDANDACCEPTED HEREON. `YIPN IBO-19145 E21] 2 31 HT :d 9 - �; 2 iGTiaO I Pp 6'CMU PERIMETER WALL SHALL NOT O5 INSTALL 6'X i6'PCC FLU RB 12 111. IE2f2.1„ N v 5 2 in 11 T W 9� 21411E2 T � FB2f 6 I � EXCEED SIX (EDSURFACE IN I q INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF \_ 6C eRETE �n \ FROMDSIX(ED FEETINOF ❑ I I - - - - / a g g p C1 21 i �- ENCINITAS OEOICATEDANDACCEPTEO HEREON ©INSTALL B'PC PER SORSDGi 14 TNP130 F 2f 5 BLDG OVERHANG I W AWACENTPROPERTY BW2125TTV 4 2.5_ ` jJ di3 S 2 1.S R VATE VE'C' 6 TCT162 f_ ,` O 12 F 2f. TG2124 R; 55 a Se I �I FLT1]I 9 I [$A ❑ INDICATES PUBLIC DRAINAGE EASEMENT TO THE CITY OF ] INST PCC CURB AND GUTTER PER SDRSD G2; DEEPEN CURB AS NECESSARY \36 SW2f34 f-- -- --- - _ 111f_ - IE2H.0 FST 2.6 - J \'9A a / I. 1 '�5k% 6 FL 21B6 FGT19.0� F21. I ENCINRAS DEOICATEDANDACCEPTED HEREON. BENEATH PAVER SECTION 2f24 1 B% 2 W INDICATES PUBLICACCESSAND MAINTENANCE 6 INSTALL DECORATIVE PER DETAIL SHEET2 2 IE211.4 10 27 I, PC) J\ ___12_ 12 S _ 4, S �`. A� S III 16 2 B❑ EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND FACEOFWALL IS" F5213.1 ,e /, 217 -- - 1 F . raw IS 161 _ C-- - ACCEPTED HEREON. Og B'CONCRETEOVER COMPACTED NATURAL GRADE OFF PROPLINE A �7 ff1. V 12 - �,21�s - W1 12 sue. 36 / e- Fsz1a2 1� = - BW21a, SCMUPERIMETERWALI SHALLNGT �I 2 TC21a ❑ INDICATES GRANTED PUBLIC ICWATER EASEMENT TO BOND 10 SANITARYSEWER MANHOLE, SEEPUBLICIMPROVEMENTPLANS FL2 49;o S2f8.3 5 T EXCEED SIX (6)FEET IN HEIGHT BLDG II 2f08 2F 213.8 5 F51163ON FROM FINISHEDSURFACE OF i i'i RHANG I FG 12S I 1. MAX \ ADJACESURFACE OF I o III di EXISTING NGLE-FAMILY 71 INSTALL 4' PVC STORM GRAIN@1.0%MINIMUM SLOPE IL-�� -- \LOT6 I .< __ HOMETOBEREMOVED IN PRIVATE SEWER EASEMENTFO BENEFIT FREESTANDING WALL IS NOT PART OF GROO$$5S2,579 SF FL NdD-X II III ,,, L0.3p SF \ e❑ OF PARCELI OF PAft641. MAP 73817R DHEREON. 72 INSTALL 8'PVC STORMGPAIN@1.0%MINIMUM SLOPE �W GPADINGPERMITAPPROVAL NET2,STZ5 COLOR MEE / i \ ARDSAAtt NB78ECONSTRUCTEO 0 1 PADD-1125 CRAFTS �I 2 THE ONSTRIICi RETAINING WAILPER STRUCTURAL SEE SHEETS SLD-1 SLD3 6 ✓f� I B W HAVE REO CC�VND TO" ulL* <FiFo UBCAvcxn I \ pp 13.1 RCH 28 ^� URBOR RED - ❑ INOIG4TES PRNATEDRAINA SEMENTFOft 73 C , �I 10 i III GRWNO MARKINGs:FOR BENEFlTGFLOTS I-14 VEO HEREON. BLDG I 2 J I 6 NO PARKING FIRE LANE 74 DONSTRlICT6 Xi6' CURB WALL, 60MW(WALL HEIGHT 1 \ 213. ;!:. I \ OVERHANG \ 13 W0 I III �/ FREESTANDING WALL IS NOTPART OF INDICATES DRAINAGE EASEMENTFOR THE \0.9'INTO 27 X THIS GRADING PERMITAPPROVAL 10 O - \ 2 E2101 \ SETBACK \ TF2070 ',i AND SHALL NOT BE CONSTRUCTED BENEFlT OTI9 RESERVED HEREON. 75 CONSTRUCT SHORING WALL, SEE SHEETS SHd-SH-2 11 FG 212.6 I FL 15 2 UNTIL AFTER SUBC APPROVAL l \ I 8 CATESPRNATEDRAINAGEEASEMENTFORTHE i6 CONSTRUCTORAVITYRETAINING WALL PER SDRSD G09, TYPEA 15 RNI133 _ �__�� 17 BWr� III i] TNTT1.036 it BWT1I BENEFIT OPT if-14 RESERVED HEREON. BW17S.0 1E _ 35 - 17 CONSTRUCTRETAINING WALL PERSDRSD C-01 TF=20L0 3V 10 11 i"7 ENCH R IN \ LOT] - _ TG2H3 \ 12 RELINQUISHMENT OFACCESS RIGHT TOAND FROM f8 CONSTRUCTRETAINING WALL PERSDRSD CN % T 2f - ❑ SANTA FEDRIVE TO THE CITYOFENCINITAS BW3'9 2 S2.194 SF 2 IE211 m IS a -' y i n RELINQUISHEDHEREON 1 12 pEAD= SF ? I - - IFTf45 `2 1g CONSTRUCTRETAINING WALL PERSDRSD C{6 \ F 211. I OFF=213.2 I 2B D 22 IE la 13 INDICATES PRIVATE SEWER EASEMENTFOR THE BENEFIT FACE OFpRING IE2f0.3 2 2 (ETi 4 FG211 BW21N. 13 15 I� I B m I- l 9 \ 1 ❑ OF LOTB-fORESERVEO HEREON. ®INSTALL 4'PVC PERFORATED PIPE UNDER DRAIN WALL 15"OFk PROP \ BUDG TF20L0 I FLOORPLAN2-Y I TC i A B� R� ({^I �1 ` L SYSTEM; SEE TYPICAL RETAIL - BIDFILTRATION BASIN SHEET2 \ \ OVERHANG I T A �EXISTINGG41tgGE I W y FACE OF WALLMS ❑ INDICATES PRVATE EXCLUSIVE USE EASEMENT FOR THE LINE TT66 COLOR SCHEMEC F 21 /' OFF PROP LIN 14 GR0551,99.i SF FLOOR DABLE NI I 212 2 SPANISH I C ti TOBEREMOVE) -,I I rvuT SENEFlTOFLOT4 RESERVED HEREON 21 INSTALL 12xf2 BROOKS BOX PATCH BASIN WITH GRATE NET 2,39J E 10.4 F 212. n / dOp SF 3fi 34 APN 260-13144 I COLOR SCHEME D I I / BINDICATES PRIVATE EXCLUSIVE USE 15 0 \ Pq0-211. FARMHOUSE I 2 T 212'3 I _ ❑ BENEFI OFLOT6RESERVED HEREON EASEMENTFOR THE 21 40ASPHALT PAVEMENT OVER 110 CLASSH BASE FF=21T.2� 12 IE 211.3 FL o - - APN 260-13141 15 \ 23 CONSTRUCT 1.5'CURB TAPER SEEDETAIL SHEET2 BLDG 9 I I I - PORCH 1214f 2 ` BENEFTESPRNA7EEXCLUSIHEREOAASEMENT FORTHE 'L� \OVERHANG 14 f 1 I I TW2 I n 27'\ 15 BENEFIT OFLOTIRESERVEO HEREON 24 SANITARY SEWER CLE4NOUT, SEE PUBLICIMPROVEMENT PANS GF- ,9 BW211.6 I I 11 I BW2 . .�' i 27 PORCH .' I I 2 3 L � F T F ILB � IEyf40 .. 1ll0 � 2 � 25 INSTALL 6'TRENCH DRAINBYZURN MODEL Z8B6'ORAPPROVEDEWAL ... Z2.1 9 I MAI X 6.6 I LOT12 1S f93 EIENTIONAREAA :::::.} Jae I fO.G 1 g < STAINING ALL I 1!1 GROSS SF BW2f3] BW�1v 15 ®CONSTRUCT MODIFIED GiAROLLED CURB , SEEOETAILON SHEET2 fW=218.1°i" \ 9)SF <! 360R CN HE SF x 120701E d n a^ I I I I I r MAX =IA'� OT 1=217.1 I,. \ 27 7000NCRETE OVER COMPACTED NATURAL GRADE 207.01E 5 Q, 11 iC� --��- J STRE�fl1GM = 12 21d.1 2 FF=21L9 IE213.] D 9.4 d 2° FLOOR PLAN 4B.X \301E1 - _ = 5°f% PIIBL ET I COLORSCHEMEE :.' 4"PVUN ET INTOBMP 28 PARKINGSTALL, SEEDETAILSHEET2FORPROPOSEDSTRIPING 3 IE 209 2 F 211. iN L6 F T12 F 212. Ifd PRNA�'E OAO ICT16 CRAFTSMAN • I 4 BW2n. RETAINING \ � ®CONNECTION TO PERMAVOID SYSTEM •� f FL 215 EA6T euRHio HA.:_ \ EXISTING EASEMENT NOTES 1 12' INGOVE 1.5% 11 I ,L 4 2g 2 TG=Tf4. MWINGRED GROUND UCTURAWALL F EXISTING CURB AND L IE=211.9 h 4 I PAWING SRE NO STRUCTURAL, ®INSTALL DECORATIVE COBBLE RIPRAP BLOGOVEMMNG LIhI1TOFPERMAVDIO IE=10. SEE SLG-2 FENCE TO REMAIN iWTiT4 F.-1'.' I 1�= PRIVATE RI PAVE I vARKING FIRE IAN PER .:• \ COUNTYOF SANDIEGO HOLDER OFAN EASEMENT FOR 15 1.51NTO SETa1CK SENETERABT INC .PRIVATE UkNE D' a' % y4 PER SDRSDC MAX Hi=79' \ 1 BW2090 - 9 m - .BENEATH PAVF�RS ol" ti ^ II Ci O COUNTY HIGHWAYPIIftPOSES RECORDED JANUARY29, 31 CONSTRUCTRETAINING WALL PER SOftSG C-02 10 RETAININGWALL � I + MAX HT=14' ,1-•, 15"OFF PROPLINE�WALL PEBSTRUCTURAL n I I1tIM11Ti1. 2 9 5 T 'ro°F ~ 6 FL 1f55 I I 04-1 G I INS IN B001(2659, PAGE 3180FOFFICIAL RECORDS. O DEEPENED FOOTING PER BUILDING PLANS MAX M=4.5 W IE 205f A E214.1 I IETi3p 2 I 2 T T i• PACIFIC BELL TELEPHONE COMPANY, A O TIE21f0 p I IM ua 1 IE 2138 f IE2f03 I IE2052 FS2131 1<. 5 5 I I F 21T.2 CALIFORNIA CORPORATION GBAAiBTCALIFORNIAHOLGER 33 INSTALL 6'PVC STORM DRAIN@1.0%MINIMUM SLOPE B IN OVERKANG \_�, O OF AN EASEMENTFOR UTILITIES WITH THE RIGHTS OF L; Imo` O.T INi05ETflACK T2fi 7 IE 1.J E 4 6 - - ✓)^PVCINLETIMO BMP F0211.' INGRESS AND EGRESS RECORDED SEPTEMBER 17, Z013A3 STEM WALL PER BUILDING PLANS \ r 2 IE110.8 2i'9 _ iV/ v.f �30 _ DOCUMENTNO2013-MTOR2 OFOFFICIAL RECORDS. PERMAVOIO •'•r F - 2 31 11 13 2 'f ` O ENCASE SANITARY SEWER W/MIN 2 SACK CEMENTISAND SLURRY TO 24' ABOVE TOP a STORAGE, SEE ' ' LOT9 I I a ] ro BLDG 5213p a c .0 °�5' DERMA \ OF PIPE DETAIL SHEET2 '•"f•�• t�R0532,T495F I A OVERHANG 2 21 -s BTORAGF F m RH \ NET2,7493F I 18 FG 1. , 3I o i ,DETAIL SHEET \ ®CONSTRIICTPROT011RETAINING WALL PER STRUCTURAL DETAIL I, SEE SHEET75 ' I PAD=211.51, '-' JJ I FF=212.2 PONCHO, i i 9 / 'PORCH I - IE1f4.1 2 27 PO2 21 .] i .•. ` - -T� F FG2136 ^ ^ FG2151 F F 21. 1114.E I( 1 UIL L-I� 58W 090 •, r BLDG I 27 III I R 2f1.2 LOT10W' 20 4 4"PVCSTORMORAINN05% / � I OVERHANG I BWTit. 14 GROSS 2,7 F % ° : 4"PVCSTORMDRAIN@05% BIORETENTION AREA 255 SF APN160-131.26 FLOORRLAN4A-Y(REV) NPAD=211 4 ETi0.00I ,; }: }. .. .." IE114B 2 LOTH / I d 1137FG .•..� COLOR SCHEMEC 2 IE2f0.8 2 FF= 2 '.,'.�.,.'?:, GR0553,1]/SF FJ�OR PLAN SBZ (RFV) 111<31 210.81E i SPANISH IE2f0. I I FLODRP (REV.) IE21f.3 .4(?. ,: MAINTENM'CE VEHICLEACCESS NET3,1745F COLOR SCHEMEQ 0-29 CATCH 6451N 1 D-29 CATCH BASIN 1110 2 \ I I COL CHEMEG 11 TO BE GRAVELPAVE20R PqD-216"7 FARMHOUSE/ I OVERFLOW STRUCTURE /I OVERFLOW STRUCTURE I " ' wVERFLOWORIFICE STRSTRICTORUCTURE "" I f 30 11 i RMHOUSE DG\ 5 6 9 .',;';,'�'.;;!.;, �,' APPROVED EQUAL FF=216.4/ / IPER DETAIL SHEET2 PERDETAILSHEET2 RY211. 2 .T I 2 RHANG MAX HT4S 17 13 E1fOH BW209. 13 14 BW111. I f07 T I 6' T 2f . 2 BLDG OVERIUgG BW1131 • f W2f3.015 15 BW1f00 1 FG 2115 E218FG 212 212 V,., IE2145 2 - - Id. /FG 215.7 T4V219.036 / f -24r2d BROOKS BOX III - i 2 --- 2 1" 2 A_0SW216. /INBTPLLBUMPPUMPT04" 1�. 7kZW21j25'T#IWZI1Y PVC 31 1 ITIT 9 = t.®12X� PA12 BW21L / 15 21 -\� DISCHARGE PIPE-4088_ ,J�- c� DTI- F - �/� --�- 5 IE110 TGTi � _ MODULARSUL BKEYSTONE RN=Ti61____� @ it �& _ 1 IE 217.9 21 2- �.. 1.plkg APPROX LOCATION IX.fB' W PROPOSED 429 BASIN TW2120 10 - M 1. RNT16a RETAININGWALL EX 8"VCP SEW R i4V f TW1190 08 36 I4 f 10 36 36 ` BW2f70 1 - BCBSTDRMDRflINSDBE _ _ CONNECT i TING STORM BW211_ _ _ _ _ _ _ _ _ _ _ _ _ 3fi _ _ 36 �1, IE Zilfi.a _ BWTf3 _ MAX Hi-25 _ _ _ MAIN TO RE _ _BW216 _ _ _ T I BLIC FACE OF WALL IS' 6'CMU PERIMETERWALL SHALL NOT / _FREESTAN01 LSNOTPART OF qpN 169751.09 1 - GRAPHICSCALE T=10' ENTPLAN APN180-13142 IXCEEDSIX(B)FEETINHEIGNT I `" / i T PERMITAPPROVAL OFFPROPLINE FROM FINISHED SURFACEOF I ANDBM4UN TBECGVSTRUCTED AOJACENTPROPERTY VII T-K n 'UNGLAFTERf9UROAPRiOVAL \I /- 1 0 10 20 30 ��P�CHAELIO� PLAN VIEW - GRADING PLAN (LOTS 6, 7, 8, A10, 11, 12) VOID SHEET N P N0. 713m PA LARET SUITER SCALE: =fO' � Exp. 12/31/21 � 24 Z} & ASSOCDATES sr CIVIC San Diego I Solana Beach I Orange County NEW SHEET F F OF CALIF Phone 858.259.82121 www.plsaeng neering com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED av: DRAWNev: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED SHEET 4A DESCRIPTION: STATION "134WCCS1' TE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLANS FOR: VOID SHEET POO 10100127 LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST PU RKS DATE: 2JO4121 Jesse Q. Owens for 735 SANTA FE DRIVE BRIAN ARDOLINO DATE QUADRANT OF LEUCADIA BLVD. AND ORPHEUS 77 PLANNING STEVENOWAK CITY ENGINEER APN:260-131-02-00 AVE. R.C.E. NO.: 71851 RECORD FROM: ROS 18416 CITY ENGI DATE RE n' June 9, 2021 LDEV-012578-2020 ELEVATION: 178.543' DATUM: NAVDBB INSPECTOR BRIANARDOLINO EXP.:12/31/21 DATE DATE PLANNING CASEN0:1&001TMDBICDPIDR SHEET4AOF 14 0 QUQ ¢W Ui qNq0 6 VIM mQ Low w OW OWN Wo� 2 �=m a :na MATCHLINE: SEE SHEET 3A PROPOSED EASEMENT NOTES CONSTRUCTION NOTES -I 11 I. _-_ _ INDICATES PUBLIC ROADWAYEASEMENT FOR SAWA RE Oj EXISTING SURVEVMONUMENTTO BE PROTECTED IN PLACE IFMONUMENTIS ry BLD u4 11 FG 21? GF=216.6® B 36 V2189I 5b� iG�1180 181 FG2190 FLO PLAN OB-Y (REV) 71 I T 21 2 1❑ DRNE iO THECITYOF ENCINITASODICAfEO AND DIS7URBD OR DESTROYED IT SHALL BE REPLACED BYALICENSD LAND H I OVERHANG W2189 / b T I IETi6.4 ACCEPTED HEREON. SURVEYORANDA CORNER RECORD OFSURVEYSHALL BE FILED WITH T ECWNTY. FG 213.5 w _ - I INDICATES PUBLIC EASEMENT FOR PRIVATE STREETSTO O2 INSTALL 4°AREA DRAIN BY NOS OR APPROVED EQUAL c o d F 1. 2 0I-EXISTING CURB AND 1 AU I $, se ppRp ' -=--- a°. 2_ - / L 6.8 - 12f53 ,NI - C SPANSHOR MEF FENCE TO REMAIN ❑ HEREON.THECITY OFENCINITAS DEDICATED AND ACCEPTED O INSTALL IB"RCP STORM DRAIN FG 213.5 q FG 2135 F MO 11 - 11 � 2 d 215 - Pol {d /OUT 3031 `J�t'. I I� T S - - I, BW218. TO THE `XPx 260.f31s5 I III1 1q_ 38 - f - Fs1f 27 I ❑ CITYOTESPUBLIC GENERAL TEDADACCEMEMEREON O4 INSTALLSDRSDP097YPEA CLEANOU7 12 E21J = _ _ - _ fIf 2 NB Ti3.4 7'� .9 ud d/ o vl 2 IE2f81 F i 3 CITYOF ENCINIfA3 DEDICATED AND ACCEPTED HEREON. O INSTALL 6•X i6•PCC FLUSH CURB I 5 2 Lam% 11 1 h 7 'r '� < �� • 1f4g L_ �\ FS2 I w _ d❑ ENCIINDICNIASOEDICATEDANRDACCEPTED HEREON.EASEMENT TO THE ry OF 6 INSTALL 6'PCCCURB PER SORSO Gi r RYp130 g� d ,3. 9 g 2 8'C BEST E 5 FS216 I� - \ BLDG OVERHANG I lu O 14BWT125 14 .J >g 2 111p.B ggR7A�ATE VE'C' \ --- - TG 2124 �� S S a 5 S e-'ISd - F11117 9 \ s INDKNTESPUBLICDRAINAGEEASEMENT TO THE CITYOF O] INSTALL6°PCC CURBAND GUTTER PERSDRSO 62 DEEPEN CURBAS NECESSARY \31 TW 14d i 211f iG2f .4 41 -3 MqX =3.A �1 P 211 TCTidS Q` _ l ( N ❑ ENCINITASDEDICATEDANDACCEPTED HEREON. TO EXTEND BENEATH PAVER SECTION BWTi34 IE 2110 L FG219.6 F 2115 d d e IFS 1 Sb� ELT-•�'f'= :; 2124 F 11I - I z I (P INDICATES PUBLIC ACCESS AND MAINTENANCE O8 INSTALL DECORATIVE PAVERS PER DETAIL SHEETS 2 rvl PORCH J\ -- 12- 12 q. dXEl IE11f4 10 27 a _ 2 F S \�� m 3 IE 6.1 2 EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ¢12 AN�. TIV �2152 i W1 ti 121 141 I- _ ]W 5 ACCEPTEDHEREON Og 8•CONCRETEOVERCOMPAC7EDMTURALGRADE GF=1�' �I Tie 2 22 BW2f 1 /- ❑ INDICATES PUBLIC CWATER TEO EASEMENT TO SDWD ip SANITARYSEWER MANHOLE, SEE PUBLIC IMPROVEMENT PLANS BLDG FG 212.5 I 1�2f08 2129 2 1211 MAX HT=3. F 212, S F32183 5 ] OVERHANG I I F 21 o III 7 EXISTING NGLEFAMILY if INSTALL 4° PVC STORM DRAIN @ 1.0% MINIMUM SLOPE \LOTS I I .. I 'HOME iO BE$EMOVEO ❑ INDICATES PRIVATE SEWER EASEMENT FOR THEBENEFIT GRO S ,573SF FLOORPLAN4D-X "1430 SF \ B L)FpARCEL20FPARCAL MAP 13B7f RESERVED HEREON. 12 INSTALL B'PVC STORMORAINQ7.0%MINIMUM SLOPE N ,5733E COLOR SCHEME J "+ o y- W 18.02 _ II 2 \ II ----II III w FIRE TURNAROU4 TO --- _ PAO-212.5 CRAFTSMAN I ORC.H I B /, HAVERED CURB OR RED ❑ INDICATESPRIVATEDRAINAOEESEMENTFORTNE 13 CONSTRUCTRETAINING WALL ERSTRUCTURAL, SEE SHEETS $LD-f-SLOJ M2125 F 1 \ BLDG FF \2 13 I T 11. 26 I w GROUND MARKINGS: FOR 9 10 / III BENEFIT DECOYS I -id RESERVED HEREON. 2 N , III NO PARKING FIREWJE fO4 CONSTRUCT6xi6'CURB WALL, 6"MAX WALL HEIGHT OVERHANG EWMT ifi IS f06 9 y ❑ INDICATES PRIVATE DRAINAGE EASEMENT FOR THE 0ETAC 27 A 10 BENEFITOFLOTf9 RESERVED HEREON. N `. BW2090 '.... 2 SETBACK 7X7p i 2f 9 15 CONSTRUCT SHORING WALL, SEE SHEETS SH-i-S&1 TGTi23 - \ IE210.1 '11 F 2125\ \ 1. I '. III FL 15 3 \ _ I - 3 INDICATESPRIVATEDRAWAGEEASEMENTFOR THE ifi CONSTRUCT GRAVITY RETAINING WALL PER SDRSD C-09, TYPEA BW 217831 „ BENEFITOFLOTf1- TiL6 14 RESERVED HEREON \ W2189 BW1090 IE 9dSo .. 36 - i7 CONSTRUCT RETAINING WALL PER SDRSD C-01 iF=M)p 10 11 BWZl2< 35 3 "d•1 EN H IN �\ /'_- I RELINQUISHMENT OFACCESS RIGHT 70 AND FROM n Lor7 - IE21d.53 12 SANTAFEDRIVE70THECITYOFENCINITAS 18 CONSTRUCT RETAINING WALL PER SDRSD C43 \ BWg19 1T .'.'•'.'.'.'.'.'.'.'. .'J.'.'.'.'.'.'.'.' TG 2123 GROSS2/,1"S ' '•' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' IET1g. 2 12 NETTp90 SF IE21f T 217 RELINQUISHED HEREON. - - - - - - FG 112. 1 P 0=2125 I - IE2ta5 2 18 CONSTRUCTRE7AWfNG WALL PER SDRSD C-05 \ FG 211.5 I f I 2B 22 F = ;F2T17 INDICATES PRIVATE SEWER EASEMENT FOR THE BENEFIT TG 21f1 2 - id TW2125 v FF=2f3.2 B C) \ E2214. 1 13 IE1f03O E1f04 BW20B.013 75 I I m \ B DECOYS-fO RESERVED HEREON. ®INSTALL 4'PVC PERFORATED PIPE UNDER DRAIN BLDG TEX 0 I FLOOR PLAN 2-Y I TC 1 BIDGOVERHAN6 �� SYSTEM; SEE TYPICAL DETAIL-BIOFILTRATION BASIN SHEETS \ LU OVERHANG I COLOR SC EC I FTi i /� I ""H1 \ INDICATES PRIVATE EXCLUSIVE USE EIISEMENTFOR THE \ TT$6 AFFORDABLE UNIT gq SPANISH - t-EXSTING GARAGE to BENEFIT OF LOEB RESERVED HEREON. 27 INSTALL 12x12 BROOKS BOX CATCH BASIN WITH GRATE GR0331,3933F I 2 I "� F 17 TO BEREMOVEQ I O NET 1,393 F FLOOR PLAN 3BZ E IOd FG 212.5 ^'1 "� 4005E iW2T0.031 ^ APN 26o-f31sa 15 iw2 9 @ COLOR SCHEMED I I c SW217'1 INDICATES PRIVATE EXCLUSIVE USE EASEMENTFOR THE 0 4- ASPHAL T PAVEMENT OVER I I"CLASS II BASE BW20 0 P=2911. FARMHOUSE I TG 2123 I d 15 FF t11.1 ,2 2 IE 21f.3 FL 1 0 0 BENEFITOF LOT6 RESERVEDHEREON APN 160-131-01 23 CONSTRUCT I.SCURB TAPER, SEE OETAIL SHEET2 BLDG B I I I - PORCH �1 I z2 ,D 2 ` 18 INDICATESPRIVATE EXCLUSIVE USE EIISEMENTFOR THE O3 1 .�;.; \ OVERHANG 14 M212f I I I RN1 I 27 \� ❑ BENEFITOFLOT7RESERVEDHEREON 1d SANITARYSEWER CLEANOUT, SEE PUBLICIMPftOVEMENT PLANS T 111 F R11. GF=211 BW111.6 I I 11 I BW2 d ...�: IE270. FG T.2 FS2ne - TGT1LO 2 \ 25 INSTALL 6- TRENCHDR41N BYZURN, MODELZ886 ORAPPROVEDEOUAL F 21 1 27 PORCH I I 2 38 I --- IE 214.0 � / cI` \FS2,21 Gf.9 I M41LBX 6W216.6 I SST12 13 BIOR `NTKK4An7SF .,} 1 J ap I I TUB B e I I RETAINI FALLi 1yJ GROSS SF 8W2f37 BW'T 13715 ® CONSTRUCT MODIFIED G4A ROLLED CURB, SEEDET41 ONSHEET2 J97 SF FG 125 F 2125 + 3 -OL+T NETQ261SF 1090FG d I = I y PA0=1b.1 I \ 27 iCONCRETEOVERCOMPACTEDMTURAL GRADE 10701E 5 a ,1 iG --� a- - J BTREMLGHT 12 1141 I IE1140 2 `FLOOR -217.9PLAN -X 213.7 0 `/ IEX90 9.4 d 32Y 4•F03INETINTORMF J 28 PARKING STALL, SEE OETIUL SHEET2 FOR PROPO.SEDSTRIPING 30 FS T11. 2B'PUBLIC ME I (COLOR SCNEMEE 3 IET09. T ifd 2 FG 211.5 TW lib PRIVATE D CRAFTSMAN T i 14 ewzns x12. G21T4 I RETAINING \ \ 28 CONNECTION TO PERMAVOID SYSTEM Twzn 1rPvcsD 1s% z EL z15 EASTCURBTOHAVERED ;. EXISTING EASEMENT NOTES WALL PER �' TG11q 3 CURB OR RED GRQUNO EXISTING CURS ANO O BWBW = f.p q, _, xE 4 I MARKINGS FORN STRUCTURAL E\ 30 INSTALL DECORATIVE COBBLE RIPRAP BLDG OVERIfiWG LIMR MAVOIO p 'P I P IE=20. SEE SL0.2 FENCE TOR MAIN y 15 m2f24 .-�'.: I 16'INTOSETBACK _ Pjy50,P ART INC. P p ,% ae I FARKWGFIRELAI4 PETAININGWALL CM BHT=].9' •, j f COUNTYOFSANDIEGOHOLDEROFANEASEMENTFOR BWT090 9 ' +HPAVERS @ y c II O COUNTY HIGHWAYPURPOSES RECORDED JANUARY29, 37 CONSTRUCT RETAINING WALL PER SDRSD C-02 10 RETAINING WALL I 1 M4XHi=1.4' PER SIII M L A I VRIMTn 2 ^ 6 R2155I BLDG OVERHANG .: \ �� 19481NSOOK2659, PAGE 329 OFOFFICIAL RECORDS 1 MAX HT=4.5' LL I IE 1051 5 g 1 ETi4.1 I IE1f3. 2 04'INTZSElB4j 'T0 pgCIFIC BELL TELEPHONE COMPANY,A 32 DEEPENED FOOTING PER BUILDING PLANS -•- I•• IE2103 G IET05f2 qzi F 1f1 I IE1138 I { Vol - BLOGOVERH4NG I i 6 5 5 1153 FG x1].2 I CALIFORNIA CORPORATION DBA AT&T CALIFORNIA HOLDER 33 INSTALL6'PVCSTORMDRAIN@ 1.0%MINIMUMSLOPE 4.f O OFANEASEMENTFORUTILIVES WITH THERIGHTSOF 0.1'INiO SETBAG( 2I. E - B-PVG INLET INTO BMP 34 STEM WALL PER BUILDING PLANS • 2 TIE 1115 _ - - - T IE137 DOCUMENTINGRESS NO 2ESSRECORDED EIAL MBER RECORDS, 3A$ O FG 211.5 IE B _ 1 ,; :; TWTf)1 30 DOCUMENT N02013-059f0820FOFFICIAL RECORDS. PERMAVOIO ••'•�• FG 211.5 4 - FH 212.5r.v --- P1' 36 °] _2 .1 11 10 N✓251 LOTS I I I J \ "' a o STORPERMAGE, VOID 35 OF PIPE ENCASESANITARYSEWERWIMIN.25ACKCEMENT/SAND SLURRY T024'ABOVETOP STORAGE SEE ` FS 2$.0 d BLDG STORAGE, SEE DETAIL SHEET2 I j. NE;749SFF I OVERHANG a .! .. 'py$6. \ \ J •• m FG 212.5 ITf : � l � f � iDETAIL SHEET . ��. - 1.:....... :.RIBS. v t 4' 2 IPAD=211.5 PogCHo II GF-211J / 27 E1, .2 FF=211.1 . d 9 . PORCH i:; '' . T1q. iW211.) ••�•�• I 'TUI 88 Y7 .. I FG 2125 / ..v... 2157 GF= FG215.7 121d.1 2 G215.I5 L� IE 1 2 Po 27 521fi.3 RW209.0 -Y•t• BLDG I I 1 14 LOTfO F213120° / � J' OVERHANG I BW111. GR0332J F {T 4'PVCSTD�AI DRAINMO.E% BIORETENTION AREAS I MAINTENANCE NET 2J88 4 ` 255 SF EA EMENT APN 160d31.16 '•\ FLOORI2LAN OA-Y (REV) Ppp=1125 IET10.00 LOT 11 T 2E4 213J FG I " 1 F EASEMENT 4,5,6,9 COLOR SCNEMEC T f 2 FF=213.1� GROSS 3,174 SF F 12f432 21081E '.'.� jar 2 I f0.8 2 v. y�OR PLAN 3BZ(R V.J . ✓... SP ISH IET10. I FLOOR PLAN 5Z(REV.) EE211.3 `,; lI W1Y f?,'.: MNNTENANCE VEHICLE ACCESS NET 3,174 SF COLORSCHEMEQ D-29 CATCH BASIN -'.. tENc3CACHMENT 11k14 PAD=115J FARMHOUSE / EASEMENT-D-29 CATCH BASIN 111COLOR SCHEMEG 11 ll}1 TO BEGPAVELPAVE-TOR AF-215. OVERFLOW STRUCTUREOVERFLOW STRUCTURE I FARMHOUSE i".'1.'l'i'b:i':'b'' QVEQ EQUAL PER DETAIL SHEET 2 w/ORIFICE PLATE RESIRICTOR IE218 11 DG 4 5 6 9 / IE2f08 ��-PROTO II RETAINING WALL PER DETAIL SHEET 2 2 1 2 RHANG MAXHTR.8 i7 13 R2f .7 � \" �_ PER STRUCTURAL DETAIL 7BWT0914 BW21f. I IE 210] '`„� �� ,.:, PG 215.7 �i BLDG OVER G BW2137 TW2190 \ SEE DETAIL SHEET 15 IW111.7 FS 211] FGTIL.5 T 1 3 FG 212.5 1 ] 1144 2 F 1 ] BW213 15- TW=275.7 PAD- 15BW2100 F 2,,. FG 211 E216 !, i. D91f90 =215.7 _ BW21G 31 / `-� FG 213.6 FF=216.4 24Q4BROOKS BOX I i 2 --_ 2TG 11.5 IE11. -- - I. INSTALLACrSTONE INSiuLSUMP PUMPTO 4^ _I - / WZ12736 1=2% "' 12 MODULAR WALL / /, GRAVELPAVE2 2124 38 BW 14 �� PA �� BW21 �0 6�% $_ _� v _ IE1, a-21B I III III III �, DISCHARGE PIPE, IE=20fi.0 - _ p TI _ _ _ _ _ _ _ _ / i 21 - IW217 31 FOOTINGDEPTH I I I I I I� I -_I 3\�ENED -- - PERDETAI FOOT( D MATCH x- N99°6A 1 _---__-AINWG ------ �- - IE 21018d � -I - WALLINGP R PER APPROX. LOCATIONS%18" d'3 `. TW212 --- 8W RIM2125 N✓2160 P/L RETAINING APN 280-131-098 VCPSER IW1f80 2f90 % �_Ii I (III- BUILDING PERMIT 73 -f - - - iW2I8 10 13 13 ` 13 BW21]0 1 �� -1 III _RCPSiORMORAIN TO REMAIN __ ___________ BW21L 13 13 IE20fi.8 BW113 MAX HT-1.5' MAIN TOREM BW216 ___ �__APN 0.131-0B (IE208 ) I / \.. -------------- -- _ GRAPHIC SCALE 1'=10' - � - � APN169-i3iS1 , J � ^ � � % I^ SECTION G SCALE.'/"=5' 8 10 0 10 20 30 h Q(i0f ESS/p„� o �CHAEL PLAN VIEW -GRADING PLAN (LOTS 6, 7, 8, 9, 10, 11, 12) y z2 NO. /31 m PASCO LARET SUITER SCALE: T= fO' ExN 1216 /21 z �? clvlSan Diego I Solana Bach I Orange County NEW SHEET OF CALIF Phone 858.259.82121 www.plsaengjneeringcom CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS oesIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. mumADDEDSHEET4B o /o/oeizi DESCRIPTION: STATION "134WCCS1' INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLANS FOR: LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST PUBLIC WORKS DATE: 2104/21 735 SANTA FE DRIVE QUADRANT OF LEUCADIA BLVD. AND ORPHEUS BRIAN ARDOLINO DATE PLANNING STEVENOWAK C10101N ER APN: 260-131-02-00 14776-20 AVE. R.C.E. NO.: 71651 /O/O6/1/ LDEV-012575•2020 RECORD FROM: R0518418 CITY ENGINEER DATE REVIEWER ELEVATION: 178_543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 1031/21 DATE DATE PLANNING CASE N0:18-001 TMDB/CDP/DR SHEET4BOF 14 n Q U U Qm�UZ n QNm MQ of w H�LL Nh� w'm or Om n N a uin - 1 224 T.C. 224 T.C. PROPOSED LEFT TOP OF CURB- - 8 3� 8 S" 220 T.C. $ n� o o ii e y 220 T.C. 8 33 F s 3 0 N E u F^ F$ m& ^ w;`v yN 1.3 yN 2.3 2.4 m goU�~ �Fy U 216 T.C. $ti N.: e6 'ti r5 ..,ioeo 216 T.C. "'I "'I '•I L PROPOSED RIGHT 212 T.C. TOP OF CURB 212 T.C. DRIVIVATA _ EWAY _ 8+80 10 00 10+20 10+40 10t60 10+80 PROFILE VIEW - ROAD B - TOP CURB SCALE: HORIZONTAL 1'=24 VERTICAL 10=4' 225 T.C. 220 T.C. SEE PUBLIC IMPROVEMENT PLANS 14776-1 FOR CONTINUATION OF DRIVEWAY PLANS 215 T.G. 210 T.C. PRIVATE DRIVE 4�. PRIVATE ,1 DRIVES 5+40 5+60 5+80 6+00 PROFILE VIEW - ROAD C - TOP CURB SCALE: HORIZONTAL P=X, VERTICAL 1"=4' PROPOSED RIGHT TOP OF CURB 206 T.C. 208 T.C. PROPOSED LEFT TOP OF CURB mr✓ATv F PRIVATE ' DRIVEWAY DRIVEWAY 12+60 D PROFILE VIEW ZDROAD D 0 2+6D TOP CURB SCALE; HORIZONTAL 10=2P VERTICAL 1'=4' .o PROPOSED LEFT $ TOP OF CURB F a U 6 N -2.00% o L% SEEPROF&EFOR LEFT TOPOFCURBAT TURN 18]% ¢Z2 �m -5'00% -1.2300 5. �" mry 0.00% hw ,1*2 -2.43% mH F^ ii� F y 2% PROPOSED RIGHT PRIVATE tin Fh 0.000/0 TOP OF CURB DRNEC 6+20 6+40 6+60 6+80 7+00 7+20 PROFILE VIEW - PRIVATE ROAD A - TOP OF CURB SCALE: HORIZONTAL 14=20', VERTICAL 1'=4' Q-N m _ PRIVATE DRMED 7+40 7+60 7+80 qT 220 T.C. 215 T.C. 210 T.C. 8+00 I I \ I I JI I III 1 F 220 T.C. F F -2.79% y m 319% � 0.00916 PRIVATE 216 T.C. DRIVEWAY EXISTING EASEMENT NOTES OCOUNTY OF SAN DIEGO HOLDER RAN EASEMENTFOR COUNTYHIGHWAYPURPOSES RECRDEDJANUARY29, 19481NBOOK2659, PAGE329OF OFFICIAL RECORDS, PACIFIC BELL TELEPHONE COMPANY, A CALIFORNIA CORPORATION DSA AT&T CALIFORNIA HOLDER 2O OFAN EASEMENT FOR UTILITIES WITH THE RIGHTS OF INGRESSAND EGRESSRECRDED SEPTEM6ER27, 2013AS DOCUMENT NO 2013-0591082 OF OFFICIAL RECORDS. � S y -2.08 % .41 % Y w n F 20 r.0 16 r.c PRIVATE vnn 10+00 � I 10+20 10+40 10+60 10+80 11+pp-�11+20 11+40 - PROFILE VIEW - ROAD A - LEFT TOP OF CURB AT TURN SCALE: HORIZONTAL 1'=20', VERTICAL P" 4' INSTALL 6" PCC C&G PER SDRSD 6-2 SDRSD C-02 RETAINING WALL z FOUNDATION - TOP OF PIPE �LyW'�I 1L ��UTILSDRSDNCH INSTALL .... S�" � PER 18NRCP-f5 PVC SEWER MAIN(PVTJ INSTALL IB'RCP PUBLICSTORMORAIN ESMTR Q R ESMT I To MPAD `iL 21 1\ VARIES VARIES I WATER METER PERWSO3 INSTALL VPCC CURB PER SDRSD Gf; EXTEND CLASSIIBASESENEATHCURB INSTALL 4"AC OVER 11' CLASSIIAB PER GEOTECHRECOMMENDATION INSTALL 8' CL 305 PVC WATER MAIN PRIVATE ROAD - TYPICAL SECTION SCALEHORIZONTAL 1"=10' I�:Ti1Yi�yq�)yF9qulq�T�Idbjl�7 ❑1 INDICATES PUBLIC ROADWAY EASEMENT FR SANTA FE DRIVETOTHECRYOFENCINITAS DEDICATEDAND ACCEPTEDHEREON. ❑z INDICATES PUBLIC EASEMENTFRPRI✓ATESTREETS TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED HEREON. ElINDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED HEREON. INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTED HEREON. ElINDICATES PUBLIC DRAINAGE EASEMENT TO ME CITY OF ENCINITAS DEDICATED AND ACCEPTED HEREON. ElINDICATES PUBLIC ACCESS AND MAINTENANCE EASEMENT TO THE CITY OF ENCINITAS DEDICATED AND ACCEPTEDHEREON. ElINDICATES PUBLIC WATER EASEMENT TO SOWO GRANTED AND ACCEPTED HEREON. INDICATES PRIVATE SEWER EASEMENT FOR THE BENEFIT OF PARCEL 2OF PARCAL MAP 13811 RESERVED HEREON ElINDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 1-14 RESERVED HEREON 10 INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT 1-9 RESERVED HEREON. it INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT 11-14 RESERVED HEREON. RELINQUISHMENT OF ACCESS RIGHT TO AND FROM tz SANTA FE DRIVE TO THE CITY OF ENCINITAS RELINQUISHED HEREON t 3 INDICATES PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT S-10 RESERVED HEREON. ty INDICATES PRIVATE EXCLUSVE USE EASEMENT FOR THE BENEFIT OF LOT RESERVED HEREON. t 5 INDICATES PRIVATE EXCL USNE USE EASEMENT FOR THE BENEFIT OF LOT RESERVED HEREON t 6 INDICATES PRIVATE EXCLUSIVE USE EASEMENT FOR THE BENEFIT OF LOT 7 RESERVED HEREON O CENTERLINE DATA TABLE (PRIVATE ROAD) LINE DELTA/BEARING LENGTH RADIUS COMMENTS 1 N00040'56E 252..71' - QPRI✓ATERO)T N89019'05'W 63.50' - QPRI✓ATEROAD N89017'331W mm, - QPRI✓ATEROAD <X> N89°19'05'W 60.46' - ¢PRI✓ATEROAD O TOP OF CURB DATA TABLE (PRIVATE ROAD A,B,C,D) LINE DELTA/BEARING LENGTH RADIUS COMMENTS 2 500°40'5TIN 120R1' 6-CURB N44°1905'W 3960' V1W, 6-CURB 58T1IY0S'E 11.03' 6-CURB 5 IS00°40'5FIN 24.M' WCURB NN-190-W L.H. 6-CURB N45°40'55'E NTW, 28.00' 6-CURB 500°40'55"W 3235' 6'CURB N09°19115'W M10' O'CURB 10 NW-1905'W 64A0' WCURB 11 N N-11'49- W 32.76' EDGE PVMT 1 N44°1NM'W 7.00' 5.01' EDGE PVMT 13 N00°40'S5'E 1.TV EDGE PVMT 1 N 00°45'S]' E 1.48' EDGE PVMT 18 N 45°43'26' E 7AT 5AP EDGE PVMT 1 589°1900"E 1 3j.m 1 EDGE PVMT 18 NH-190-W I WS(Y 1 0' CURB 19 N09'IYM'W I WN' I 6-CURB / III INFRMATIRSHOWNHERXERISPER BEST AVAILABLERAREA 1 IP III — ION. EXACT HORIZONTALANDVERTICAL LTOCATIONOF I EXISTING UTILITIES UNKNOWN.CONTRACTOR TO 1A 1 K �I FIELD VERIFYLOCATIONOFEXIS➢NG UTILITIES EL '. CRIOR TO ONSTRUCTTIDERING ION CONTRACTOR SHALL NOTIFY ENGINEER R WRKOFANYDISCREPANCIES BETWEENACTUALLOCAPONANDPLANLOCAPON L0T8 [ L 2=0Gz OF UTILITIES UPON DISCOVERYRDISCREPANCY (.� QgOFE5SI0,y�( ,T f./ / / LOTS li �l I LOTS I ry L0T8 �S GRAPHIC SCALE 1"=20'NoH�7165 m Ex p 12/31/21 = A PASCO LARET SUITER PLAN VIEW - PRIVATE ROAD * * A ASS®C0QTFS 0 0 ZO 40 60 �? CIVIC �°' San Diego I Solana Beach I Orange County SCALE: I'=2P 9`�OF CAI\F Phone 858259.82121 www.pisaenginearing.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DesIMWIAGNED BY: DRAWN mumev: CHECKEMMAD ev: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION-134WCCS1' INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE M IDED: APPROVED: PRIVATE ROAD IMPROVEMENTS FOR: LOCATION. OF LE ASS DISC IN AN SOUTHEAST PUBLIC WORKS DATE: P/04/21� Edward J..WIMME 735 SANTA FE DRIVE /�/ QUADRANT OF LEUCADIA BLVD. AND ORPHEUS BRIAN ARDOLINO DATE 141 l 6-G AVE. PLANNING ^ R.C.E. NO.:71651 ST N WAK EDWARDMarch 9, 2021 APN: 260-131-02-00 RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER , V 3-8-21 March 9, 2021 LDEV-0125T8-2020 ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12/31/21 nnrF nATP PLANNING CASE NO:18-001 TMDBICDPIDR SHEET 5OF 14 EX. FENCE TO REMAIN PROTECT IN PLACE EX. LANDSCAPING EX. WALL TO REMAIN PROTECT IN PLACE SHORING WALL PER STRUCTURAL TW=213.0 EX. LANDSCAPING CMU WALL WITH CAP ON TOP OF RETAINING WALL SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM FINISHED SURFACE OF ADJACENT PROPERTY. FREESTANDING WALL IS NOTA PART OF THIS GRADING PERMIT APPROVAL AND SHALL NOT BE CONSTRUCTED UNTIL AFTER THE SUBCAPPROVAL. RET WALL EXISTING SDRSD C-2 LANDSCAPING PAD 216.8 GRADE LANDSCAPING TW=2175 FF 2175 In In limn n n n n n 4 m i PERVIOUSFRONT PAVER PATIO PATIO PAD=2169 ' ^" %8"PVC STORM 4" PVC DRAIN STORM ENCASEMEA'T2'— CMU WALL WITH CAP ON TOP OF RETAINING WALL SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM FINISHED SURFACE OF ADJACENT PROPERTY. FREESTANDING WALL IS NOT A PART OF THIS GRADING PERMIT APPROVAL AND SHALL NOT BE CONSTRUCTED UNTIL AFTER THE SUBC APPROVAL. WALL PER INEOF STRUCTURAL EXISTING STEM LANDSCAPING GRADE BUILD TAD Z11.5 FF=212.2 BIORETENTION AREA FENCE: UP TO FOUR(4)FEETSOUD PLUS TWO (2) FEET 50%OPENMATERIAL (INCLUDING FENCECAP)ALLOWED ON TOP OF RETAINING WALL FENCE ON TOP OF RETAINING WALL SHALL NOT DRAIN OVER TOP OF PIPE S" SEWER MAIN (PVT) g) SECTION: LOT 3 TO LOT 14 (WEST TO EAST) Nor To scA RETAINING WALL PERSDRSD C-02 TW=217.6 CMU WALL WITH CAP ON TOP OF RETAINING WALL SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM FINISHED SURFACE OF ADJACENT PROPERTY. FREESTANDING WALL IS NOT A PART OF THIS EX. FENCE GRADING PERMITAPPROVAL AND SHALL NOT BE TO REMAIN CONSTRUCTED UNTIL AFTER THE SUBC APPROVAL. PROTECTINPLACE RETAINING WALL PER STRUCTURAL i R 0T DnIVEW.AY-_- 8" WATER MAIN �18"RCP JOINT UTILITY STORM TRENCH DRAIN PUBLIC TWV 222 EX. LANDSCAPE EA CURB PAD=221.0 AND PVT. FF=221.7 _ i ROAD ,j LiNDSCAPING / - Hh PVC STORM DRAIN CMU WALL WITH CAP ON TOP OF RETAINING WALL SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM FINISHED SURFACE OF ADJACENT PROPERTY. FREESTANDING WALL IS NOTA PART OF THIS GRADING PERMIT APPROVAL AND SHALL NOT BE CONSTRUCTED UNTIL AFTER THE SUBC APPROVAL. R EX. FENCE RETAINING RETAINING SHORING WALL R PER STRUCTURAL EX. CURB Z WALL R WALL TW=219. AND PVT. PERSDRSD PER SDRSD PAD217.9 (ROAD C-01 , _ TW=214.6 7W-2172 PORCH FF=2179 ; I4 9' ROAD WAN ti .. .. ..,; 1 -� --212.5 - - -- FF=2132 LANDSCAPING . Q` ._ rp PERVIOUS PAVERS 4" PVC STORM `4"PVC 4"PVC J DRAIN STORM STORM DRAIN DRAIN m SECTION: LOT 8 TO LOT 12 (WEST TO EAST) NOT TOSCALE LANDSCAPING I( R CURB a GUTTER lr R PER SDRSD G-02 F.S. 221.6 4 PAD=2/9.0 FF=219.7 I 20_PERVIOUS PAVER .RMEA PCC l� ROADWAY �yi - - PAVER WAL�AV PARKWAY = PCC PORCH 4"PVC °'� PCC STAIRS 4" PVC STORM -1 - - PLANS DRAIN III- S GRAIN g•yygT 1-f RELOCATED I -I MAIN SEWER 8"SEWER AIERAL MAIN CMU WALL WITH CAP ON TOP OF RETAINING WALL SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM FINISHED SURFACE OF ADJACENT PROPERTY. P/L FREESTANDING WALL IS NOT A PART OF THIS GRADING PERMIT APPROVAL AND SHALL NOT BE CONSTRUCTED UNTIL AFTER THE SUBC APPROVAL. EX. WALL SHORING WALL PER STRUCTURAL, TIN VARIES RETAINING WALL PER STRUCTURAL � EX. GRADE F.S. 213.0 PER .0 /L L y m PAD=211.5 RETAINING WALL PER SDRSD C-03 RETAINING WALL R TIN 21fi.9 PER SDRSD C-02 C R R TW 213.3 5' HIGH I I EX. FENCE PAD=216.9 I WOOD LINE OF 1 I PERVIOUS RETAINING WALL FF 2176 15' PERVIOUS PAVE I~—IEWAY FENCE EXISi1NG� I.J.DO' PEREXTRUCTURAL GRADEPAVER PA IO PROAIDWA OUS YAVE�PFF2132 4"PVC- F132 ---_ LANDSCAPE I.. ... ., II��II�II�IIE=11F=11F=11E=111� I_ DRAIN ` ., �. III I I I I I V4"PVC PVT. I 4"PVCSTORMDRAIN II -I DRIVEWAY ` PERMAVOID `2"WATER MAIN � LANDSC ING STORM 4"PVC DRAIN STORAGE CUBES STORM PV-150 OR DRAIN APPROVED EQUAL SEWER 4"PVC 18"RCP SECTION: LOT 2 TO LOT 10 NORTH TO SOUTH STORM MAIN STORM DRAIN DRAIN 4 CMU WALL WITH CAPON TOP OF RETAINING WALL - SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM FINISHED SURFACE OF ADJACENT PROPERTY. FREESTANDING WALL IS NOTA PART OF THIS GRADING PERMIT APPROVAL AND SHALL NOT BE CONSTRUCTED UNTIL AFTER THE SUBC APPROVAL. RETAINING WALL PER STRUCTURAL TW=2171 PAD=217.2 P/L n FENCEUP TO FOUR (4) FEET SOLID PLUS MO (2) FEET50% rn OPEN WTER14L(INCLUDING FENCECAP)ALLOWED ON TOPOF U EX. GRADE RETAINING WALL S EX FENCE P/L FENCE OUTOP OF RETAININGWALL SHALL NOT EXCEED SIX(6) w a I O F6FENCE R`w FEETIN COMBINEOHEIGHTMEASURED FROMFINISHED SURFACE Q�'m OFADJACENTRIGHTOF WAY. a l F.S. 219.0 0 -- RETAININGWALLI <ym PER SDRSD C-Oi FENCE F.S. 221.5 W F LANDSCAPE j LL PLANTING wr�rm FF=297 ; RpF Oi N w PERSTTUR SHORING WALL TN=VARIESI 4CAELHVC �aOMPa Id AREA ENTION AREA SECTION: WEST BIORETENTIONARE4 NOT T03CALE �� ET AREA ENTION AREA SECTION: EAST BIORETENTIONAREA NOT TOSCALE SECTION: SANTA FE DRIVE FRONTAGE TO LOT 2 NOT TOSCALE -� = PASCO LARET SUITER w m Na. 71651 o n Exp. 12/31/21 z San Diego I Solaria Beach I Orange County �q� OFI CALIF \P Phone 858.259.82 21 iINNI plsaerlgineering. m CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS IDESIGNED BY: DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "134WCCSV LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2104/21 � R.C.E. NO.: ]1651 BRIAN ARDOLINO EXP.: 12/31/21 RE 0 M IDED: I STEV N WAK 3-8-21 DATE Edwartl J.Wimmer March 9, 2021 DATE 735 SANTA FE DRIVE APN: 260-131-02-00 PLANNING CASE NO: 18-001 TMDB/CDP/DR 14776-G LDEV-012576.2020 PUBLIC WORKS BRIAN ARDOLINO DATE PLANNING AVE. RECORD FROM: ROB 18418 ELEVATION: 178_543' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER INSPECTOR SHEET 6 OF 14 2WRWRWRWRWIRW RW RW-RAN-RAN WRWRW HYDROSEED NOTES STORMWATER POLLUTION CONTROL POST - -- - 0 - 1. MDROSEEDING SIN -BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL CONSTRUCTION BMP/IMP NOTES - k - SANTA FE DRIVE sTA LIZED To VMCA) OR STEEPER WHEN THEY AREA.EROSION CONTROL LEGEND FYRAOELBAGVNLT 'VV '�V wN - 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL A THREE FEET OR MORE IN HEIGHT IN FILL AREAS G G DAMS ED DETAIL"&'G G G G G - Em G G RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF D ,A•• B. FILE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE -C. G G \ G EROSION WE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE PROPOSED CONSTRUCTION TIC-1 900 SF -- \ APPROVED BY THE ENGINEER L . STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. -��., __ • , '`w - 1. IRRIGATION GROWTH OF THE THE MOISTURE LEVELGROWTH. OF 711E SOIL AT THE OPTIMUM LEVEL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM � \ FOR ME GROWTH OF TIff HYDROSEEOED GROWTH. GRAVEL BAGS PER DETAILS SEE, SE-6,-f0 O�� 845 EA X\ \ WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. �. .. - \ 3. HIDROSEEDINC MIX SHALL CONSIST OF ALL THE FOLLOWIN'C: 3 \\ 3. ALL IMPERVIOUS AREAS WITHIN THE SIZE SHALL DRAIN TO SILT FENCE PER DETMLC SE-1 IF IF IF nS LF PE A SEED MIX SHALL CONSIST OF NO LESS THAN, APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR 1. 20 LBS PER ACRE OF ROSE CLOVER LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO 2 20 LBS PER ACRE OF ZORRO FESCUE DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST FILIERROLL SEES - FIR - 240 LF 'oil _ 0 *d10_ e 3. 3 LBS PER ACRE OF E SCHOOL CIA GLIFORNMA SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE 4. 4 UIS PER ACRE OF ACHILLG MILLER" TURF/LANDSCAPED AREAS. 5. 7 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) LIMROFWM 6. J LLB PER ACRE OF DIMORP (CARP 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, 7. ITEMS2C, PER AND F OF THIS SUBSECTION MAY BE OMRIED ON LOCATIONS DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE °I 0 FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE WHERE THE AREA BEING H DROSEEDED 15 NOT VISIBLE FROM EITHER A PUBLIC GRAVEL BAG INLET STREET OR RESIDENTIAL STRUCTURES. IMP MP. �I 'I PRO I PC noN PALE 8. ITEM A OF THIS SUBSECTION MUST BE WOCUUTED WITH A NITROGEN FIXING Urrall „P,. 94CTER14 AND APPLIED DRY EITHER BY DRILLING OR BR 40MRNG BEFORE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2S CROSS SLOPE 507W °P TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED r p ALL SEED 3"TOES1COARSEAGGREG47E _ _ _ _ � DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND 11 -1 epJ 9. ALL SFfO MATERIALS SHALL BE TRANSPORTED TO THE D AND IN UNOPENED DISCHARGE IT TO AN ADEQUATE IMP/BMP. Y ' "�, ^ I I I I u 0, CONTAINERS WITH THE GIIFORNIA DEPARTMENT Of FOOD AND AGRICULTURE 72°MOH `I CERTIFICATION TAG ATTACHED TO,, OR PRINTED ON SAID CONTAINERS PROFILE 6. ALL STORM WATER AMR ALTERED FACILITIES SHOWN HEREON 10. NON-PHYTOTHE I: WETTING AGENTS MAY RA TOR. TO THE HYDROS® SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM o I7 SLURRY AT THE DISCRETION OF THE CONTRACTOR. THE CITY. EXISTING GROUND _ ep B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS TIIAA 2,000 LES PER ACRE. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES DRIVEAISLE LPFR pp v�1 DETn IL C' TYPE 6 MULCH (5794 � MAY BE SUBSUMED, ALL OR PART, FOR HYDRAULICALLY NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE 50'MIN" APPLIED FIBER 94TER14L WHEN STRAW IS USED IF MUST BE ANCHORED TO THE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE II SLOPE BY MECHANICALLY PUNCHING ND LESS THAN 50% OF THE S7R4W INTO THE OBTAINED. 1 SOIL. 16MIN. C. FERTILIZER CONWIM OF AMMONIUM PHOSPH47E SULFATE 16-20-0. WHIM 15Z B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL SULFUR APPLIED AT THE RATE OF 500 LOS PER ACRE BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT T PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL PLAN 4. AREAS i0 BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE PROVIDEAPPROPRIATE TRANSITION A ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OR ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN eo 1. TRICK WALKING SLOPES STEEPER THAN 6.1. USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO BETKEENSTABILIZEDCONSTRUCTION ENTR4NCEAND PUBLIC RIGHT-0E-VWIY HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE AND 2. RIPPING AREAS THAT WILL NOT BREAK UP USING REM 1 ABOVE THROUGH TO PREVENT ANY FLOW OF STORM WATER THROUGHH THE �" I TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED 'LESSER DISTANCEALLOVYEO WITHCITYINSPECTORAPPROvaL ! B. CONDITIONING THE SOBS SO THAT IT IS SUITABLE FOR PAINTING BY. WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND GRAVEL BAG INL�f �, p del 1. ADJUSTING THE SURFACE SON MOISTURE TO PROVIDE A DAMP BUT NOT OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY PROTECTION PER j�-' S4TUR4TE0 SEED BED. HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY DETAIL A: CONSTRUCTION ENTRANCE DETAIL"T I 2. ME ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED COVERING SAM SOILS TO PROVIDE AMBLE CONDITIONS FOR GROWTH THROUGH A CITY -APPROVED HYDROCARBON FILTER AND NOTTOSCALE - II pppp DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT yR� p1 5. HYOROSEEDED AREAS SHALL BE AWNTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE p PROJECT IS PERAM MLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS ME BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. PERMANENT RELEASED. LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY f. SETP0.5TSAN0 EXG41AAiEA 2 STAPLEVNREFENCING TO °p --- y .5.� \ dBYd IN (106YfOCM) THE POSTS. ADJACENT PROPERTY DISTURBANCE NOTE ARONGTNELNEEOFFROPOSMffiD �_-�. _ - ALL THE WOW PROPOSED ON THIS PUN IS ENTIRELY WITHIN THE APPLIGWiS PROPERLY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES a ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER j- SILT FENCE PER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. o °C' ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO DFTAII u _- III BE ISSUED FOR THE PROJECT UNTIL THE REWIRED PERMISSION IS OBTAINED. II �� 41N(10 CM) ADDITIONAL NOTES o g 1. EROSION CONTROL MEASURES (EG. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILLANDCOMPACTTHE i MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON THEMIHIFENCEANDEXTENDIT EXCAVATEOSOIL. POST CON RUCTION p 9 SITE SEDIMENT CONTROL MEASURES (E.G. Slli FENCING, FIBER ROLLS, GRAVEL B4G5) INTO THE TRENCH BMP-A T9 F °_ I J p p MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS I MANAGEMENT LIMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER DUALITY DEGRADATION DOWNSTREAM ° (E.G. CONCRETE OR STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR FILTER FABRIC p 'e° A= _ �_.11 _ I°" HAZARDOUS MATERIALS; PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE -�® I I YORE _ - - I I III B. 255 S ucnoN 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS 0C14 SHALL BE ALLOWED. OC14 MEANS s /�_ �� - - - BMP -B. 2555E \ ( ) 3 I T\ STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, �® .11 1, d III i.. ROOF DRUM, DRIVEWAY, AND STREET. RUNOFF 3. ALL PARCELS ARE SUBJECT 70 ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT THESE GUIDELINES ARE AVAILABLE AT CITY DETAIL C: SILT FENCE LAYERS OF e o:r-- - - - -L_ _ - - HALL 505 S WLCAN AVE FNCINBAS G 91014 AND ARE APPROVED AS PER PC F'ES GAPBETWEENSAGS J--;-r-. 0-T 200617. ) ACTSASSPILLMY BAGSVMTH ENDS WL MOTTO SCALE �• - +�E OVERLAPPED j LANDSCAPE EFFICIENCY BMP NOTES: o ° °IE-'L .. ,,.<I 1. RMI NEE OR INSPECTION TTION s�ARD A FAG RUNOFF AND EROSION AND TO DETECT ..1. REPLACEMENT OF DEAD DYING AND DISUSED VEGETATION L 1 - - - 3. ERADICATION OF INYASNE SPECIES AREADRAIN -- 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED f - - - ° 5. REPAfNISHO'G MULCH AS NEEDED - - - � - - 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEYMY _-_- _---- PIMB GROWTH Z FERTILIZING, PRUNING AND WEEDING MID MAINTAINING TURF AREAS 8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 1 - - - - - - - -- - - - - - - - - - 9. OWNER WILL BE RESPONSIBLE FOR AWNTENANCE -? DISCHARGE LOCATION 10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP) GRAPHIC $GALE i"=10' I; 11, MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER ALLOWANCE) 12. REPLACEMENT OF VEGETA7ION TO BE CONSISTENT WITH PLANTS 'HTDROZONE' 20 0 20 40 50 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER IVDIDM 937C39LB72 ALLOWANCE) QgOFESSIO,� PLAN VIEW - EROSION CONTROL PLAN NOTE. DETAIL B: GRAVEL BAGS tip �CHAE( �Ooz�Zz $CAME,"=2D' BIOREIBWwFI BANS SHALL BE EXCAVATED AND USED AS DESILTING NOTTO$GA E m No. 71651 m PASCO LARET BUTTER BASINS DURING CONSTRUCTION THE SILT SHALL BE COMPLETELY Exp. 12/31/21 z REMOVED AND THE BIOREIENTION BASINS COMPLETED ONCE FINAL SIZE ��®�O�° a Es STABILIZATION 15 ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. '%q CIVIL ��P San DIBgo I Solaria Beach I Orange County IIII�Or CAL\f Phone 858.259.82121 www.pimengJneedrlg.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNEDBv: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "134WCC$1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE�(j;,Qn�M�/ e�IDED: LOCATION: OFLEASSDISLVD. ANSOUTHEA$T PUBLIC WORKS %� DATE: 2N04/21 y J� Edward U.WimmBT 735SANTA FE DRIVE QUADRANT OF LEUCADIISC IN HE ORPHEUS BRIAN ARDOLINO DATE 'i//JeVQ'V ��T//EET�®® 74776-G PLANNING STE N WAK ApN: 260-131-02-00 AVE. R.C.E. NO.: 71851 RECORD FROM: ROB 18416 CITY ENGINEER DATE REVIEWER 3-8-21 MBTCh 9, 2021 LDEV-012878-2030 ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR BRIANARDOLINO EXP.:12131/21 DATE DATE PLANNING CASE NO 18-001TMDB/CDP/DR SHEET 7OF 14 w 0 x U w�2 �Z° P°3N a P/m of w ww F? NNN W��1 0 m oiI UZs ama STRUCTURAL NOTES AND SPECIFICATIONS STRUCTURAL DESIGN CRITERIA_ STRUCTURAL DESIGNS ARE BASED ON THE 2016 CALIFORNIA BUILDING CODE PER THE FOLLOWING DESIGN LOADS AND PROCEDURES: I. GRAVITY DESIGN DATA: FLOOR UVE LOAD 40 ESE ROOF LIVE LOAD 20 PSF ROOF SNOW LOAD 0PSF 2. WIND DESIGN DATA: BASIC WIND SPEED D SECOND GUST) I IO MILES PER HOUR RISK OCCUPANCY CATEGORY II WIND EXPOSURE C BUILDING CATEGORY ENCLOSED BUILDING COMPONENT AND CLADDING 3. EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR 1.00 RISK OCCUPANCY CATEGORY II MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=1.158, S1=0.447 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SIDS =KEEPS, SDI =0.463 SEISMIC DESIGN CATEGORY 0 BASIC SEISMICLFORCE RESISTING SYSTEM LIGHT FRAMED WALLS WITH SHEAR PANELS DESIGN BASE SHEAR AS NOTED ON CALCULATIONS SEISMIC RESPONSE COEFFICIENT, CS 0.15 RESPONSE MODIFICATION FACTOR, R 6.5 REDUNDANCY FACTOR 1.3 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PROCEDURE GENERAL NOTES I. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE CONSTRUCTION DOCUMENTS AND SITE CONDITIONS BEFORE STARTING WORK. ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS SHALL BE COMPARED TO THOSE ON THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. THE ARCHITECT OR ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCY. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 2. IF ANY CONFLICTS ARISE BETWEEN THE ARCHITECTURAL SPECIFICATIONS AND THE STRUCTURAL SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 3. REFER TO ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR LOCATIONS OF FLOORS, ROOFS. WALLS, AND NON-STRUCTURAL ELEMENTS AND CONFIGURATIONS AND OPENINGS IN THESE ELEMENTS AND LOCATIONS OF TRENCHES, DEPRESSIONS, PIPES, EQUIPMENT ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 4. GENERAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. DETAILED NOTES AND DETAILED DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND GENERAL DETAILS. 5. WHERE NO DETAILS OR NOTES ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT AND SHALL BE IN CONFORMANCE WITH ACCEPTED TRADE STANDARDS. 6. ALL WORK SHALL CONFORM WITH THE STRUCTURAL NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS ALONG WITH ASSOCIATED T ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013 CALIFORNIA BUILDING CODE AND ANY OTHER AMENDMENTS AS ADOPTED BY THE LOCAL CITY, COUNT, AND ANY OTHER REGULATING AGENCY HAVING AUTHORITY OVER ANY PORTION OF WORK. 8. ALL WORK SHALL CONFORM WITH APPLICABLE FEDERAL LAWS, STATE STATUTES LOCAL ORDINANCES AND THE REGULATIONS OF AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COMPLYING WITH THE CONSTRUCTION SAFETY ORDERS AND THE GENERAL INDUSTRIAL SAFETY ORDERS OF THE STATE DIVISION OF INDUSTRIAL SAFETY, THE REGULATIONS OF THE FEDERAL AND STATE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND SUCH OTHER AGENCIES GOVERNING THE CONTRACTOR'S ACTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HOLD HARMLESS THE STRUCTURAL ENGINEER FOR ANY DAMAGES AND PENALTIES OR BOTH RESULTING FROM HIS FAILURE TO COMPLY WITH SAID LAWS, STATUTES, ORDINANCES, AND REGULATIONS. 9. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OFTHE AFOREMENTIONED MATERIALS. OBSERVATION VISES TO THE SITE BY THE STRUCTURAL ENGINEER OR HIS DESIGNEE SHALL NOT INCLUDE INSPECTION OFTHE ABOVE ITEMS. 10. CONSTRUCTION MATERIALS SHALL BE PLACED SO THAT THE LOAD DOES NOT EXCEED THE DESIGNED LOAD IF THE MATERIALS ARE TO BE PLACED ON FRAMED ROOF OR FLOORS. 11. NO SUBSTITUTIONS OR CHANGES SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER AND ENGINEER OF RECORD. I. THE FOUNDATION DESIGNS ARE BASED ON THE FOLLOWING SOILS REPORT: PER: CONSTRUCTION TESTING 8 ENGINEERING, INC. PROIECTNUMBER: 10-14PS7G DATE: DECEMBER 15, 2017 2. THE FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 20Y0 PSF. 3. THE SOILS REPORT AND ITS RECOMMENDATIONS SHALL BE COMPLIED WITH. PERFORM ALL SITE AND PAD PREPARATION, COMPACTION, EXCAVATION, FILL PLACEMENT, SLAB BASE PREPARATION. ETC. IN ACCORDANCE WITH THE SOILS REPORT. ALL FILL PLACEMENT SHALL BE WITH NON -EXPANSIVE SOIL PER THE SOILS REPORT RECOMMENDATIONS. 4. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE CLEAN,LEVEL, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION FOR THE FOOTINGS SHALL BE FILLED WITH CONCRETE. BACK FILL SHALL NOT BE PLACED UNTIL SUPPORTING FOUNDATIONS, WALLS, AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT LATERAL SOIL PRESSURES. S. THE SOIL UNDER FOOTINGS AND SLABS SHALL BE NEAR OPTIMUM MOISTURE CONTENT OR PRESATURATED PER THE SOILS REPORT RECOMMENDATIONS PRIOR TO CONCRETE PLACEMENT AND SHALL BE VERIFIED BY THE SOILS ENGINEER IN WRITING. BACK FILL IN CONTACT WITH FOUNDATIONS SHALL BE PLACED AS QUICK AS POSSIBLE. EXCAVATIONS AROUND THE BUILDING SHALL BE KEPT DRY AND STANDING WATER SHALL BE PUMPED OUT PRIOR TO PLACING BACK FILL. 6. THERE SHALL NOT BE ANY UTILITY TRENCHES WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING OF THE BUILDING FOUNDATION. THERE SHALL NOT BE ANY PIPES OR CONDUITS PLACED UNDER CONTINUOUS OR ISOLATED SPREAD FOOTINGS UNLESS DETAILED OR APPROVED BY THE ARCHITECT. ENGINEER OF RECORD. AND THE BUILDING OFFICIAL. 7. ALL SURFACE WATER MUST DRAIN AWAY FROM SLAB AND NO MINDING SHALL BE ALLOWED NUT TO FOUNDATION. REFER TO CIVIL AND ARCHITECTURAL PLANS FOR DRAINAGE REQUIREMENTS. 8. VAPOR BARRIER(RETARDER)SHALL BE HIGH -DENSITY POLYETHYLENE PLASTIC FILM AND SHALL CONFORM TO ASTM E 1745,'WATER VAPOR RETARDERS USED IN CONTACT WITH SOIL OR GRANULAR FILL UNDER CONCRETE SLABS.' 9. ALL HOLD DOWNS, ANCHORS BOLTS, AND POST BASES SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 10. WORKMANSHIP DURING THE PLACING AND FINISHING OPERATIONS AND PROTECTION DURING THE CURING OF THE FOUNDATIONS SHALL BE SUCH THAT THE RESULTING CURED CONCRETE SHALL BE FREE OF SIGNIFICANT CRAM OR SIGNIFICANT VERTICAL DISPLACEMENT. CONCRETE MASONRY UNITS I. MATERIALS USED IN THE CONSTRUCTION OF CONCRETE MASONRY UNIT WALLS SHALL BE PER THE FOLLOWING STANDARDS: A. CONCRETE MASONRY UNITS(NORMAL WEIGHT) ASTM C 90. B. AGGREGATES FOR MORTAR ASTM C I". C. AGGREGATES FOR GROUT ASTMC 404. 0. MASONRYCEMENT ASTMC 91 a. E. MORTAR CEMENT ASTMC 1327. F. PORTLAND CEMENT ASTMC 150E G. HYDRATED LIME ASTM C 207. 2. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALI AND ORGANIC MATERIALS. 3. CONCRETE MASONRY ASSEMBLAGES NOTED ON THE PLANS AS NOT REQUIRING SPECIAL INSPECTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING: A. CONCRETE BLOCK SHALL BE CERTIFIED. A LETTER OF CERTIFICATION SHALL BE FURNISHED BY THE MATERIAL SUPPLIER TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER-0E-RECORD PRIOR TO DELIVERY OF THE MATERIALS TO THE JOB SITE. THE LETTER SHALL ASSURE THAT THE MATERIALS CONFORM TO ASTM C RE. B. MORTAR SHALL BE TYPE AND HAVE BEEN MIXED IN ACCORDANCE WITH THE IBC TABLE 2101E THE MORTAR MIX SHALL ACHIEVE A W DAY STRENGTH OF 1800 PSI. C. GROUT SHALL BE MIXED IN ACCORDANCE TO IBC TABLE 2103. 10 AND SHALL CONFORM TO ASTM C 476. THE GROUT MIX SHALL ACHIEVE A 28 DAY STRENGTH OF eq'10 PSI. A LETTER OF CERTIFICATION SHALL BE FURNISHED BY THE MATERIAL SUPPLIER TO THE BUILDING OFFICIAL ARCHITECT, AND ENGINEER -OF -RECORD PRIOR TO DELIVERY OF THE MATERIALS TO THE JOB SITE. D. CONSTRUCTION OF CONCRETE MASONRY WALLS NEED NOT BE INSPECTED BY A SPECIAL INSPECTOR. 4. CONCRETE MASONRY ASSEMBLAGES NOTED ON THE PLANS AS REQUIRING SPECIAL INSPECTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING: A. CONCRETE BLOCK SHALL BE TESTED. TESTS OF THE BLOCKS SHALL BE MADE IN CONFORMANCE TO ASTM C M. TESTS SHALL BE MADE OF THE BLOCKS PRIOR TO THE START OF CONSTRUCTION AND DURING THE COARSE OF CONSTRUCTION AT THE RATE OF ONE TEST PER SEE) 50. F. OF WALL TEST RESULTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER-0E-RECORD. A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI SHALL BE SHOWN TO HAVE BEEN ACHIEVED. B. MORTAR SHALL BE TYPE AND HAVE BEEN MIXED IN ACCORDANCE WITH THE IBC TABLE 2101 E THE MORTAR MIX SHALL ACHIEVE A 28 DAY STRENGTH OF I BUD PSI. C. GROUT SHALL BE MIXED IN ACCORDANCE TO IBC TABLE 2103E IO AND SHALL BE PER ASTM C 476. THE GROUT MIX SHALL ACHIEVE 28 DAY STRENGTH OF 2000 PSI. TESTS OF THE GROUT SHALL BE PER ASTM C 1019. TESTS SHALL BE MADE OF THE GROUT DURING THE COARSE OF CONSTRUCTON AT THE RATE OF ONE TEST PER 5000 SQ. FT. OF WALL. TEST RESULTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER OF RECORD PRIOR TO DELIVERY OF THE MATERIALS TO THE JOB SITE. D. CONSTRUCTION OF CONCRETE MASONRY WALLS SHALL BE INSPECTED BY A SPECIAL INSPECTOR. 5. FABRICATION AND PLACEMENT OF REINFORCING STEEL STEEL, EMBEDDED ANCHORS, AND HARDWARE SHALL BE PERIODICALLY INSPECTED BY A SPECIAL INSPECTOR WHEN PLACEMENT OF THE CONCRETE MASONRY ASSEMBLAGE IS REQUIRED TO BE INSPECTED BY A SPECIAL INSPECTOR. THE FOLLOWING ARE THE REQUIREMENTS OF THE SPECIAL INSPECTOR TO VERIFY: A. THE MILL CERTIFICATE. B. THE MATERIALS USED ARE PROPERLY STORED AND PREPARED FOR USE. C. THE CONSTRUCTON DETAILS, PROCEDURES AND WORKMANSHIP ARE PER THE PLANS AND THE BUILDING CODE. D. THE REINFORCEMENT BAR GRADES, SIZE, PLACEMENT, AND SPLICES. A CERTIFICATE OF INSPECTION SHALL BE PROVIDED BY THE SPECIAL INSPECTOR TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEERGF-RECORD. 6. PLACEMENT OF CONCRETE MASONRY ASSEMBLAGES SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR WHEN SPECIAL INSPECTIO IS NOTED AS BEING REQUIRED. THE INSPECTOR SHALL BE PRESENT DURING PREPARATION AND TAKING OF ANY PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS EACH DAY, AFTER THE PLACEMENT OF REINFORCING STEEL TO INSPECT THE GROUT SPACE PRIOR TO EACH GROUTING OPERATIONS. HE NEED NOT BE PRESENT DURING THE ENTIRE LAYING OPERATION PROVIDED HE IS PRESENT AT THE ONSET OF EACH DAYS WORK. THE FOLLOWING ARE THE REQUIREMENTS OF THE SPECIAL INSPECTOR TO VERIFY: A. THE TAKING OF TEST SAMPLES. B. THE MATERIALS USED ARE PROPERLY STORED AND PREPARED FOR USE. C. THE CONCRETE MASONRY UNITS ARE IN PER THE PLANS AND THE BUILDING CODE. Q THE MORTAR 15 PROPERLY PREPARED AND PLACED PER THE PLANS AND THE BUILDING CODE. E. THE GROUT USED AND PLACED IS PER THE PLAINS AND THE BUILDING CODE. HE SHALL VERIFY LOAD TICKETS FOR TRANSIT MIXED GROUTS. F. THE CONSTRUCTON DETAILS, PROCEDURES AND WORKMANSHIP ARE PER THE PLANS AND THE BUILDING CODE. A CERTIFICATE OF INSPECTION SHALL BE PROVIDED BY THE SPECIAL INSPECTOR TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEERGF-RECORD. 7. CFLLSSHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MINIMUM UNOBSTRUCTED CORE OF 3"X3". DOWELS FROM FOOTINGS SHALL BE SD TO ALIGN WITH CORES CONTAINING REINFORCING. 8. ALL CELLS CONTAINING REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. OTHER CELLS SHALL BE FILLED WITH GROUT WHEN NOTED ON THE PLANS. UN GROUTED CELLS SHALL BE BLOCKED WITH A GROUT STOP FABRIC TO PREVENT THEM FROM BEING INADVERTENTLY GROUTED. 9. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CUTS TO BE FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR IS IN EXCESS OF 5 FEET IN HEIGHT. OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM INSIDE OF CELL WALLS. CLEAN OUTS SHALL BE SEALED AFTER INSPECTON, BEFORE GROUTING. 10. HOLD VERTICAL REINFORCING IN POSIIION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS IN MASONRY WALLS. 11. ALL ANCHOR BOLTS AND INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE OR GROUT. REINFORCING STEEL I. ALL REINFORCING BARS SHALL BE ASTM A 615 GRADE 40 FOR#3 BARS AND SMALLER. ALL REINFORCING BARS SHALL BE ASTM A 615 GRADE 60 FOR #4 BARS AND LARGER. ALL BARS SHALL BE DEFORMED. 2. WIRE FABRIC SHALL CONFORM TO ANSI/ASTMA 185, STEEL WELDED WIRE FABRIC, PLAIN, FOR CONCRETE REINFORCEMENT. 3. BEND REINFORCING COLD UNLESS OTHERWISE ACCEPTED BY THE ENGINEER OF RECORD. 4. SECURELY BE ANCHOR BOLTS, REINFORCING STEEL,INSERTS,ETC. IN PLACE PRIOR TO POURING CONCRETE OR GROUT. 4, PLACEMENT OF REINFORCING STEEL NEED NOT BE INSPECTED BY A SPECIAL INSPECTOR. S. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOWS: A. CAST AGAINST EARTH 3" B. CAST AGAINST FORM BELOW GRADE, #6 AND LARGER 2' #5 AND SMALLER_( 1/2" C. FORMEDSLABS I" 0. SLABS ON GRADE (FROM TOP OF SLAB) 1" E. COLUMNS AND BEAMS TO MAIN BARS 2' F. WALLS- EXPOSED TO WEATHER Z' NOT EXPOSED TO WEATHER. #11 AND SMALLER I. #14 AND #18 11/2" G. STRESAINGTENDON II/2" I. ALL FINE AND COARSE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL COMPLY WITH ASTM C33. THE SHRINKAGE SHALL BE PER ASTM C-157 WITH AVERAGE DRYING SHRINKAGE OF LESS THAN OrM AT 28 DAYS. 2. PROVIDE TYPE II OR V PORTLAND CEMENT CONFORMING TO ASTM C-150. 3. PROVIDE NORMAL WEIGHT CONCRETE ATTAINING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: A. WALLS 2,SOB PSI B. ALL CONTINUOUS FOOTINGS AND PADS 2,500 PSI NOTE: CONCRETE DESIGNED AT 2500 PSI NO INSPECTION/ TESTING REQUIRED 4. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4".EXCEPT THAT THE SLUMP MAY BE INCREASED BY I"WHEN HAND CONSOLIDATED. ALL CONCRETE SHALL HAVE A MAXIMUM WATER CEMENT RATIO OF 0.62. S. THE FOLLOWING SHALL BE ADDITIONAL REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATES FOR SLAB -ON -GRADES AND FOUNDATIONS: SULFATE EXPOSURE WATER-SOLUBLE SULFATE SOP IN SOIL, PERCENTAGE BY WEIGHT CEMENTTYPE MAX WATER - CEMENTTOUS MATERIAL RATIO BY WEIGHT WDAY MIN. STRENGTH NEGLIGIBLE 0.00-0.10 -- - - MODERATE 0.10-0.20 II or 0.50 4000 PSI SEVERE c20-2.00 V 0.45 4500 PSI VERY SEVERE OVER 2JW VW POZ2OAN 0.45 4500 PSI NOTE: A. ALOWER WATER-CEMENTITIOUS MATERIAL RATIO OR HIGHER STRENGTH CONCRETE MAY BE REQUIRED FOR LOW PERMEABILITY OR FOR PROTECTION AGAINST CORROSION OF EMBEDMENT ITEMS OR FREEZING AND THAWING. B. WATER SHALL BE CLEAN, FREE OF DELETERIOUS AMOUNT OF ACIDS. ALKALIS, OR ORGANIC MATERIALS. 6. FLY ASH OR POZZOLANS, IF USED, SHALL CONFORM WITH ASTM C 618, CLASS F. USAGE SHALL NOT EXCEED 25 PERCENT, BY WEIGHT OF THE TOTAL OF THE CEMENTITIOUS MATERIALS. POZZOLANS THAT ARE USED SHALL HAVE BEEN DETERMINED BY TEST OR SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. POZZOLAN USAGE SHALL NOT BE LESS THAN 15 PERCENT, BY WEIGHT, OF THE TOTAL CEMENT91OUS MATERIALS. 7. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94LBL S. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF Z DAYS AFTER PLACEMENT. 9. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES. 10. EXCEPT FOR WHERE COLD JOINTS ARE NOTED ON PLANS, CONCRETE SHALL BE POURED MONOLITHICALLY. WHEN PLACEMENT CONSISTS OF MULTIPLE BATCHES OR TRUCK DELIVERY'S, THE WORK SHALL BE SCHEDULED SO THAT EACH BATCH IS PLACED WHILE THE PRECEDING ONE IS STILL PLASTIC. IF THE PRECEDING BATCH PLACEMENT HAS JUST STIFFENED BEYOND THE POINT WHERE IT CAN BE PENETRATED BY VIBRATION. BOND MAY BE ACHIEVED BY THOROUGHLY AND SYSTEMATICALLY VIBRATING THE SUBSEQUENT BATCH INTO CONTACT WITH THE PROCEEDING BATCH. 11. WHERE NEW CONCRETEIS PLACED AGAINST EXISING(2-POUR) OR WHERE A MASONRY WALL INTERSECTS CONCRETE ROUGHEN CONCRETE SURFACE TO A FULL AMPLITUDE OF I/16". 12, ALL CONCRETE WITH A 28 DAY STRENGTH GREATER THAN 2500 PSI SHALL HAVE SPECIAL INSPECTION PER THE INSPECTION PROGRAM UNLESS NOTED OTHERWISE. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER WHEN SPECIAL INSPECTION IS REQUIRED. THE FOLLOWING ARE THE REQUIREMENTS OF THE SPECIAL INSPECTOR: A. HE SHALL VERIFY THE TAKING OF TEST SAMPLES. B. HE SHALL VERIFY SLUMP. C. HE SHALL VERIFY THE VARIOUS TYPES AND CLASSES OF CONCRETE USED. HE SHALL VERIFY LOAD TICKETS. D. HE SHALL VERIFY THAT CONSTRUCTION DETAILSPROCEDURES, AND WORKMANSHIP ARE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND BUILDING CODE. E HE SHALL VERIFY THAT PROPER CURING PROCEDURES ARE IMPLEMENTED. 13. TESTING OF CONCRETE: A. TESTS NEED NOT BE MADE AS NOTED ABOVE PROVIDED THE TOTAL QUANTITY OF CONCRETE PLACED IS LESS THAN FIFTY (50) CU. YD. IN PLACE OF THE TESTS, A LETTER OF CERTIFICATION SHALL BE FURNISHED BY THE MATERIAL SUPPLIER TO THE BUILDING OFFICIAL. ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO DELIVERY OF THE MATERIALS TO THE JOB SITE. THE LETTER SHALL ASSURE THAT THE CONCRETE WILL HAVE THE STRENGTH SPECIFIED. B. TESTS SHALL BE MADE WHEN TESTING IS NOTED ABOVE OR WHERE THE TOTAL QUANTITY OF CONCRETE PLACED I$ GREATER THAN FIFTY (50) CU. YEE CONCRETE TEST CYLINDERS SHALL BE TAKEN AND TESTED IN ACCORDANCE WITH ASTM C 31, 8 ASTM C 39. A CYLINDER SET IS A SET OF TWO (21 CYLINDERS FROM EACH BATCH OF CONCRETE SAMPLED. CYLINDER SETS SHALL BE SAMPLED AT A RATE OF NOT LESS THAN ONE (1) SET PER CLASS OF CONCRETE PLACED PER DAY, NOR LESS THAN ONE SET PER 150 CU. YD. PLACED, NOR LESS THAN ONE SET PER 5000 SO. FT. OF SLAB OR WALL AREA. FURTHER NO LESS THAN FIVE (5) CYLINDERS SETS SHALL BE MADE OF EACH CLASS OF CONCRETE OR SHOULD THE TOTAL NUMBER OF BATCHES FOR A GIVEN CLASS OF CONCRETE BE LESS THAN FIVE (5), ONE (1) CYLINDER SET SHALL BE MADE FOR EACH BATCH PLACED. TEST RESULTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. TEST RESULTS SHALL ASSURE THAT THE CONCRETE CYLINDERS ACHIEVE A MINIMUM STRENGTH SPECIFIED. STRUCTURAL REVIEW PERFORMED BY ESGIL A SAFEBUILT COMPANY, AS PLAN CHECK 2020-BLDR-012174 DATED: SEPTEMBER I, 2020 PASCO LARET SUITER a ASSOCIATES Son DIW I Solarm Beech I Orange County Phone 858259.82121wwvLpheeFljnewWg cm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS i ucaKBncuer: UMW 16Y: L:NeGlmuer: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "134WCCS1" LOCATION: 2.T BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS TNT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: SEE STAMP AT LEFT R.C.E. NO.: 71651 KYLE MORRIS EXP.: 12/31 Y21 RE IDED: EdwdBi J.Wlmmer STEV N WAK R 3-8-21 March 9, 2021 DATE DATE STRUCTURAL SAND STRUCTURAL NS FQR: 735 SANTA FE DRIVE APN:260-131-02-00 PLANNING CASE 14776-G LDEV-012578-2020 PUBLIC WORKS BRIAN ARDOLINO DATE PLANNING AVE. RECORD FROM: R0518416 ELEVATION: 178.543' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER I SHEET 8 OF 4 INSPECTOR O Q U 2 U N Q�v O EZEry NJ� a N�+ dam W W S4 FELL WED" WOm LYrm J�N QIN UZm < D. a STRUCTURAL NOTES AND SPECIFICATIONS INSPECTION PROGRAM: I. STRUCTURAL INSPECTION: THE BUILDING OFFICIAL OR BUILDING INSPECTOR DESIGNATED BY THE BUILDING OFFICIAL SHALL INSPECT ALL STRUCTURAL ASPECTS OF THE PROJECT IN ACCORDANCE WITH THE BUILDING PERMIT AND THE PROVISIONS OF THE BUILDING CODE. 2. SPECIAL INSPECTIONr DURING CONSTRUCTION ON THE FOLLOWING TYPES OF WORK: TABLE OF INSPECTION (CHAPTER III WOOD PORTION OF WORK CODESECTION CONTINUOUS PERIODIC REMARKS I. SHEAR WALIS WHERE FASTENER SPACING IS 4"O.C. OR LESS SECTION 1705.11.1& 1705.12.2 — X I. SHEATHING THICKNESS, GRADE AND SPAN RATING 2. EDGE NAIL TYPE, SEE, AND SPACING 3. SOLE PLATE NAIL TYPE, SIZE, AND SPACING 4. SILL PLATE ANCHOR BOLT TYPE, SEE, AND SPACING 2. ROOF/FLOOR DIAPHRAGMS WHERE FASTENER SPACING IS 4'O.C. OR LESS SECTION 1706.11.1& 1705.12.2 — X L SHEATHING THICKNESS, GRADE, AND SPAN RATING 2. NAIL TYPE, SIZE, AND SPACING 3. HELD GLUING OF DIAPHRAGM TO FRAMING SECTION 1705.12.2 X SOIL PORTION OF WORK I CODE SECTION CONTINUOUS I PERIODIC I REMARKS FOUNDATION PORTION OF WORK CODESECTION CONTINUOUS PERIODIC REMARKS I. CONCRETE STRENGTH, fc. >2,500 PSI TABLE 1705.3& ACI 318: CHAPTER 19 & SECTION 264.3/26A.4 — X STAMPED/SIGNED CONCRETE MIX DESIGN TO BE PROVIDED AND REVIEWED BY THE ENGINEER OF RECORD 2. CONCRETE PLACEMENT TABLE 1705.35 ACI 318: SECTION 26.5 X — 3. ANCHORS CAST IN CONCRETE TABLE 1705.3& ACI 318: SECTION 17.8.2 — X 4. MECHANICAL/ADHESIVE ANCHORS TABLE 1705.3& AD1318: SECTION 17.8.2 — X TIT EN HE ANCHOR BOLTS AND EPDXIED HOLDOWNS AS PERMITTED BY ENGINEER OF RECORD FOUNDATTON POST TENSION) PORTION OF WORK CODESECTION CONTINUOUS PERIODIC REMARKS I. PLACEMENT OF TENDONS — X 2. TENSIONING/ STRESSING TENDONS X EjEj PORTION OF WORK I CODE SECTION CONTINUOUS PERIODIC REMARKS RETAINING WALTZ PORTION OF WORK I CODE SECTION CONTINUOUS PERIODIC REMARKS MASONRY PORTION OF WORK CODE SECTION CONTINUOUS PERIODIC REMARKS Isall PORTION OF WORK CODE SECTION CONTINUOUS PERIODIC REMARKS A. THE STATEMENT OF SPECIAL INSPECFONIS SUBMITTED IN FULFILLMENT OF FIE REQUIREMENTS OF CHAPTER 17 OF THE 2016 CALIFORNIA BUILDING CODE. INCLUDED ARE: I. SCHEDULE OF SPECIAL INSPECTIONS AND TEST APPLICABLE TO THIS PROJECT: a. SPECIAL INSPECTIONS PER SECTION 1705 b. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PER SECTION 1705.12 2cSPECIAL INSPECTIONS FOR WIND RESISTANCE PER SECTION 1706.11 LIST OF TESTING AGENCIES AND OTHER SPECIAL INSPECTORS THAT WILL BE RETAINED TO CONDUCT THE TEST AND INSPECTIONS. B. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND SECTIONS 1704, 1705,1707, AND 1708 C. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE APPROVING MUNICIPALITY TO PERFORM THE TYPES OF INSPECTION LISTED. D. 9IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO INFORM THE SPECIAL INSPECTION AGENCY PRIOR TO PERFORMING THE WORK WHICH REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT TEE REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. E EACH SPECIAL INSPECTOR SHALL OBSERVE THE WORK OF THE CONTRACTOR AND THE TAKING OF TEST SAMPLES FOR CONFORMANCE WIFE THE CONSTRUCTION DOCUMENTS. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO FEE ENGINEER OF REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED. FEE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ENGINEER -OF -RECORD PRIOR TO THE COMPLETION OF THAT PHASE OF WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE SPECIAL INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY LEE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. F. A CERTIFICATE OF SATISFACTORY COMPLETION OF EACH PORTION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND ENGINEER -OF RECORD. G. INSPECTIONS BY A SPECIAL INSPECTOR DOS NOT RELIEVE THE CONTRACTOR FROM ANY INSPECTIONS BY THE BUILDING OFFICIAL. STRUCTURAL SPECIAL INSPECTION REPORT PREPARED BY , DATED ON FILE WITH ENGINEER DIVISION STRUCTURAL OBSERVATION 1. THE STRUCTURAL ENGINEER -OF -RECORD OR HIS DESIGNEE SHALL PROVIDE PERIODIC VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES, AT COMPLETION OF THE STRUCTURAL SYSTEM, AND UPON COMPLETION OF ANY ADJUSTMENTS TO THE WORK OCCASIONED BY THE STRUCTURAL OBSERVER'S VISITS. THE CONTRACTOR SHALL CALL TO SCHEDULE THE STRUCTURAL OBSERVER FOR VISITS THE PROJECT. THE CLIENT/OWNBR OF THE PROJECT SHALL BE RESPONSIBLE FOR RETAINING AND REIMBURSING THE STRUCTURAL OBSERVER. ENGINEER-OFRECORDKYLE MORRIS, P.E. TELEPHONE (949)502-5323 STAGE REQUIRING OBSERVATION: A. BUT ORE FOUNDATION POUR. B. UPON COMPLETION OF FRAMING AND PRIOR TO INSULATION DRYWALL, EXTERIOR MATERIALS. OR ROOFING. C. UPON COMPLETION OF ANY THE WORK REFERENCED BY THE STRUCTURAL OBSERVER'S VISITS. WORK TO BE OBSERVED: A. ELEMENTS OFTHE WORK TO BE OBSERVED INCLUDE BUT ARE NOT NECESSARILY LIMITED TO: MATERIALS OFCONSTRUCTON,EXCAVATION CONFIGURATION, REINFORCEMENT, FASTENERS, HARDWARE, DETAILS OF CONSTRUCTION AND WORKMANSHIP. B. ELEMENTS OFTHE WORK TO BE OBSERVED INCLUDE BUT ARE NOT NECESSARILY LIMITED TO: ISSUES PREVIOUSLY ADDRESSED BY THE STRUCTURAL OBSERVER IN PRIOR VISITS. 2. THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING IF APPLICABLE. THE MEETING SHALL INCLUDE THE STRUCTURAL OBSERVER, FEE CONTRACTOR, APPROPRIATE SUBCONTRACTORS, SPECIAL INSPECTORS AND OTHER INTERESTED PARTIES. THE PURPOSE OF THE MEETING WILL BE TO IDENTIFY ALL AREAS REQUIRED FOR STRUCTURAL OBSERVATION AND SCHEDULING OF THE STRUCTURAL OBSERVATIONS 3. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER WILL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE WITS HAVE BEEN MADE AND OF HIS OBSERVATIONS AND SPECIFICS AS TO ENDINGS AND RECOMMENDATIONS. THE BUILDING OFFICIAL SHALL NOT BE CALLED FOR ANY INSPECTIONS UNTIL THE STRUCTURAL OBSERVATIONS OF LEE REQUIRED PORTIONS OF WORK HAVE BEEN COMPLETED AND THE STATEMENT HBO BEEN ISSUED. 4. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY OF THE CONTRACTOR FROM OBTAINING OTHER REQUIRED INSPECTIONS. WORK MUST NOT BE COVERED UNTIL EACH PARTY IS ABLE TO MAKE INSPECTIONS OR OBSERVATIONS. 5. STRUCTURAL OBSERVATIONS IS MADE ONLY TO ASSIST THE CONTRACTOR IN COMPLYING WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS AND AS NECESSARY TO PROVIDE THE STRUCTURAL ENGINEER OF -RECORD AN OPPORTUNITY TO MAKE A DETERMINATION IN HIS PROFESSIONAL OPINION THAT THE WORK OBSERVED WAS CONSTRUCTED IN GENERAL CONFORMANCE WITH THE INTENT OF THE STRUCTURAL CONSTRUCTION DOCUMENTS. OBSERVATION OF THE WORK IS IN GENERAL CONFORMANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS DOES NOT CONSTITUTE A WARRANTEE EITHER EXPRESSED OR IMPLIED THAT THE WORK IS IN FACT IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS OR THE BUILDING CODE. OBSERVATIONS OF THE WORK DO NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY MR THE QUALITY OF THE WORK AND FOR ADHERING TO THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS OF THE BUILDING CODE. SOILS INSPECTION 1. THE SOILS ENGINEER AND THE CONTRACTOR SHALL VERIFY THAT THE SOILS REPORT RECOMMENDATIONS THAT THE STRUCTURAL FOUNDATION DESIGN IS BASED ON IS FOLLOWED. THE OWNER OR CONTRACTOR SHALL ARRANGE FOR OBSERVATION OF TEE WORK BY THE SOILS ENGINEER. 2. THE SOILS ENGINEER OR INDIVIDUAL/ FIRM DESIGNATED BY THE SOILS ENGINEER SHALL INSPECT AND DOCUMENT IN ACCORDANCE WITH THE SOILS REPORT THE WORK OF THE CONTRACTOR PRIOR TO PLACEMENT OF REINFORCEMENT OR CONCRETE. AS A MINIMUM, ALONG WITH THE REQUIREMENTS OF THE SOILS ENGINEER OR BUILDING OFFICIAL, THE FOLLOWING PORTIONS OF WORK REQUIRE SOILS INSPECTION: A. EXCAVATIONS AND THE PLACEMENT OF FILL FOR BUILDING PAD CONSTRUCTION. B. EXCAVATIONS FOR FOOTING CONSTRUCTION. G UTILITY TRENCHES ARE PROPERLY BACKFILLED AND COMPACTED. D. DRILLED PRE HOLES. E. PLACEMENT OF SUB- DRAIN PIPE OR WEEP HOLES. F. PLACEMENT OF GRAVEL AND BACK -FILL BEHIND RETAINING WALES. & THE SOILS ENGINEER SHALL PROVIDE THE DOCUMENTED INSPECTION REPORTS TO BUILDING OFFICIAL PRIOR TO FOUNDATION INSPECTION AND TO THE ARCHITECT AND ENGINEER OF RECORD TO SHOW CONFORMANCE WITH THE SOILS REPORT RECOMMENDATIONS. PASCO LARET SUITER & ASSOCIATES Son Dh o I SBlana Beach I Orange County Phone 858.259.82121wwv&pleaenoneerlrg ai 'CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS Ll-ku eT�ut%RN erltFlcu ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION'134WCCS1" LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: SEE STAMP AT LEFT R.C.E. NC.: 71851 KYLE MORRIS EXP.: 12131/21 RE q M lDED: / Edward d.WimP STEV N WAK 3-8-21 March 9, 2021 DATE DATE slaucnaAL NOTES AND SPECIRCAFONS FOR: 735 SANTA FE DRIVE APN: 260-131 -02-00 PLANNING CASE NO: 18-001 TM/OB/COP/DR 14776-G LDEV-012578-2020 PUBLIC WORKS BRIAN ARDOLINO DATE PLANNING AVE. RECORD FROM: RES 18416 ELEVATION: 178.543' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER SHEET 9OF 14 INSPECTOR JI I t rLAN SCALE: Vl'{' PASCO LARET SUITER � & ASSOCIATES San Diego I Sabre Beech I OnmW Omft Phone 858269.82121WWW.pbow Aom CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "'BAK" ° " `'"`TUB" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. saic°' 1 REMOVE DETAIL CALLOUT DESCRIPTION: STATION"l 34WCCS1 LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: SEE STAMP AT LEFT R.C.E. NO.: 71651 - KYLE MORRIS EXP.: 1213101 RE q M IDED: EdWBfd J.Mmer STEV N wAK 3-8-21 March 9, 2021 PATE PATE PARTIAL SITE WALL PLAN FOR: 735 SANTA FE DRIVE APN: 260-131-02-00 PLANNING CASE NO 18-1101 TMIDBICDPIDR 14776-G LDEV-012578-2020 PUBLIC WORKS BRIAN ARDOLINO DATE PLANNING AVE. RECORD FROM: ROB 18416 ELEVATION: 178.543' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER mWPFCTnP SHEET Io OF 10 uP LAP NOTE: I. JOINTSEALAMSHALLBESEALTGM 2 p4Ai TOP OF WALL I Q _ CMHI A TWO PART POLYSULHDE SEALANT. #5 VERT. Ai B"OG (2)#4 AT TOP Of WALL F NO FILTER ry _ ALTERNATE DIRECTION OF HOOK (2I #S BAR AT L2L #S BAR INTERSECTION ATCORNER U.N.O. U.N.O. 2' INSTALLATION SHALL BE IN ANCEWRHTHE MANUFACTURERS MANUFACLURERS RECOMENDALIONS. ALTERNATES MAYBE USED ONLY BIO FILTER M. -m - �#5 VERT. AT 9'0.0 ORH APPROVAL BY ENGINEER Of RECORD ,_., rSPIV'THICK BLOCK WALL. -- SOLD GROUTNDSPECIAL INSPECTOR READ. 04 HORIZ. AT 16" O.C. #d HORIZ. AT 16" O.C. IMPERMEABLE UNER/WATERPROOFING IMPERMEABLE AT BIOFILTRATON BASINS LINER/WATERPROOHNG .� 1'-3" (5)#5 CONT. BARS I EMBED FIRST COURSE 9 �.3. OF BLOCK T'INTO 4 EMBED FIRST COURSE FOUNDATION (WET SET) —a H OF BLOCKT'INTO - FOUNDATION UN SET) #5 HORIZ. AT 8" O.C. 3' CUR, WE. #5 FORK. AT B" O.C. CONCRETE DG #5 AT 9-O.C. #5 AT 8" O.C. #5 CONT. a #5 COW. 4 } Iz'M 4' p' 4'-611 RETAINING WALL 110 51-61' RETAINING WALL I2I #4 AT TOP OF WALL NO FILTER F • -I IF 2a/d• #d HORIZ. Ai 16" O.C. IMPERMEABLE LINER/WATERPROOHNG AT BIOFILTRATION BASIN EMBED FIRST COURSE d OF BLOCK 2INTO FOUNDATION IWD SET) - #5 HORIZ.Ai12"O.C. 3" CONE RG #S Ailz'O.0 #5 COW. 1z'♦ 3'L - 51-611 RETAINING WALL INTERSECTION CORNER -10" THICK BLOCK WALL. LAP LAP SOLID GROUT. NO SPECIAL INSPECTION REG D. EXTEND HOOKED r(2) (2)#S BAR BARS TO FAR SIDE AT CORNER OF BLOCK U.N.O. BAR SIZE I LAP INTERSECTION #4 24" CORNER - #5 30' -RU #5 CONT. BARS #6 36" TYP. BLOCK REINF. FIR ' Q N IMAGINARY POINT OF REFERENCE j (ABOVE) ABOVE) BOTTOM OF EXCAVATION 3"CLR. 'I4 FOOTING TYP. I� CONCRETE RG , VERT. AT 1C O.C. 8'THICK BLOCK WALL. SOLID GROUT. NO SPECIAL INSPECTION REG D. #5 COW. BARS WHERE UTILITIES PASS BELOW PERIMETER 2 FOUNDATION BACK FILLWITHNATIVE ' �7 1 FOIL OR CON POUR FROM SOIL OR CONCRETE MAINTAIN SOIL ATSIDE OF FOOTING \,1 BOTTOM OF TRENCH OR EXCAVATION SHALL \.,2 NOT EMEND BELOW THIS LINE \ TRENCHING \ FOUNDATION \ SLOPING GRADE \ POINT OF DAYLIGHT IMAGINARY POINT OF REFERENCE (I'-tl'ABOVE BOTTOM OF EXCAVATION) FOOTING . . .-.-.-.-.-.-.-.-. SETBACK iO SLOPE * 10 NO CONTRACTOR SHALLBE RESPONSIBLE FOR MAINTAINING COMPLETE.E CSIDEAS ALL TRENCHES ANDRTORCIVIL FROM CAVING IN UNTIL ALL BACKFIW NG IS COMPLEfE.OACKFILL AS RC-0'D BY SOILS REPORT OR CIVIL ENGINEER'S DRAWINGS. CAUTION: CONTRACTOR RESPONSIBLE FOR PREVENTING TRENCH FROM CAVING IN. GRADING U.N.O. v SETBACK TO SLOPE POINTOF 4YUGHT FRONT VIEW BACKER ROD JOINT SEALANT AT TERMINATE `BOTH SIDES AND HORIZONTAL STEEL AT / TOP OF WALL EXPANSION JOINT _ PLAN VIEW `EXPANSION JOINT AT 40'O.C. EXPANSION JOINT S ANJh3JH005 STRIKER AND TIE HOOKS 4d OR P-1/2"MIN `y 6d AT NO. 5 AND SMALLER - 12d 12d AT NO. 6.7, AND r90Y j§L BEND 45 BEND BEND BARSIZE MIN. DIAMETER D 60' AT NO, 8 AND SMALLER 6tl NO 9, NO. ID, AND NO. I I 8d .tl TYP. LAP SPLICE LAP LENGTH lai-BENP. 6 1� U BAR SIZE CONCRETE LAP LENGTH MASONRYCONCRETEqWBEDMENT LAP LENGTH STRAIGHT BAR WITH HOOK #4 17 21" 95 1 w 3T #6 1 41" 47' 16 1 2d" #7 I 54" 68' IIF I 33" #e 1 /4' BAR BENDS 1G DEPTH PER OLE"A" OF STEP Y'MAX. STEP FOOTING 1 3 HOOK BAR HOOK BAR AT Ai ENDS INTERSECTIONS REINF. PER PLAN VRGNOR T. CONC WALL CORNER, SINGLE BAR INTERSECTION, SINGLE BAR HOOK BAR HOOK BAR AT ATENW INTERSECTIONS HOOK BARS iO REINF. PER PLAN rFAR FAR SIDE OF FOOTING COW. CONC. RG.OR WALL CORNER 20LBLFAR INTERSECTION DOUBLLBAE °. 728„ 2 '-22. JTW OFYC�I\F�` FOOTING INTERSECTION PASCO LARET SUITER &ASSOCIATES Son Dho I Sd9n9 Beach I OFBFT®D COIRIgf Phone 858259.82121 WWYNphommofIBB11fIg mm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS IDESIGNED BY: DRAWN BP. CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. STATION S IN THE LOCATION: LOCATION: OFLE ASBDISCLVD. AN SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS TNT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: SEE STAMP AT LEFT R.C.E. NO.: 71851 KYLE MORRIS EXP.: 12/31/21 RE EdWefd .l.WlmmBF STE N WAK EDWARD J. WIMMER 3 8 21 March 9, 2021 DATE DATE STRUCTURAL DETAILS FOR: 735 SANTA FIE DRIVE ApN: 260-131-02-00 PLANNING CASE NO: 18-001 TM/DB/GDP/DR 14776-G LDEV-012578-2020 PUBLIC WORKS BRIAR ARDOLINO DATE PLANNING AVE. RECORD FROM: ROB 18416 ELEVATION: 178.543' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER INSPECTOR SHEETII OF 14 Q CJ (2) #4 AT TOP BIG FILTER F S. DRAWINGS #5 VERT. AT 24 O C. 121 #4 AT TOP OF pL #S VERT. AT B" O C. GRADE JN" Fs. #4 VENT, BAR AT I O.C. IL — 6'THICK BLOCK WAIL. #4 HORIZ. AT 16' O.C. GROUT CELLS W/REINF. pill F. ONLY. NO SPECIAL 23/4" INSPECTION REG'D. 6' THICK BLOCK WALL I #4 HORIZ. Ai 16" O.C. GROUT CELLS W/ REINR ONLY. NO SPECIAL INSPECTION FRE D. OMIT HEAD I IOINT AT FIRST COURSE °°o -III= III N — I'3• (4)#5 COW. BARS EIVIBED FIRST E —III— BLOCK T INT MBED FIRST COURSE FOUNDATION( SET) FOUNDATION( OF BLOCK T'INTO A OUNDAPON WET SET) A G • Q N QC Y #a COLT 5 HORIZ. AT 12' O.C. 3" CIR. n � A (4)#4 CONT. BARS CONCRETE V RG Q O AT IT'O.0 4 4 HORIZ. Ai8" O.C. #4 BAR AT 6'O.C. C CRETERG. #SCOW. a #4 CONT. Irk 1r—} ra• 4'0' -I RETAINING WALL W/ FENCE -0'I RETAINING WALL CAP IF REGD SEE LANDSCAPE DRAWINGS #5 VERT. AT 24" O.C. (2) #4 AT TOP OF WALL BIG FILTER 1 #4 HORIZ. AT 16" O.C. IMPERMEABLE UNER/WATERPROOFING IMBED FIRST COURSE DF BLOCK 2IWO OUNDATION IWEISET) Y I'� •% q 4 33)��#5 CONT. BARS - < a3"GW. MS XORIZ. AT IT'O.O. iYP. d VA CONCRETE MG #5 AT IT OC #5 CONi. '-6" RETAINING WALL n T Q C1 S IW m zn 0 PIP Q x F LL J �m 3N Ti= �a °;2J291�2 A �p JTgTE C XCIIIXF PASCO LARET BUTTER I ASSOCIATES Son Dk®D I Solana Beach I OI811®9 CgI1QF Phone 858.2159.82121wwvRpkaengineering mm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 VOID DETAIL DESCRIPTION: STATION'134WCC51" LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: SEE STAMP AT LEFT R.C.E. NO.: 71651 KYLE MORRIS EXP.: 12131/21 RECR A DED: //,/� EdwardJ rner SIEVE O AK 3-8-21 March 9, 2021 DATE DATE STRUCTURAL DETAILS FOR: 735 SANTA FE DRIVE APN: 260-131-02-00 PLANNING CASE NO: 18-001 TM/DB/COP/DR 14776-G LDEV-012578-2020 PUBLIC WORKS BRIAN ARDOLINO DATE PLANNING AVE. RECORD FROM: ROB 18416 ELEVATION: 178.543' DATUM: NAVD88Etl CITY ENGINEER DATE REVIEWER SHEET 12 OF 14 INSPECTOR 14 12 11 10 9 0 I O 0 I On 0 To t 5 4 3 2 EE l _J - - 7 _� - 1-\=------------------ - - -- - �-------------------------- - - --_ - GENERAL CONDITIONS PSF 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 LOADING. ENGINEER OF RECORD DRILLED SHORING PILE SCHEDULE PILE NUMBERS PILE DIAMETER WF SECTION FY=50KSI "H" SHORED HEIGHT (MAX) "Do TOE DEPTH (FT) TOTAL PILE LENGTH (FT) 1-14 24" W8x40 6.5 FT 14.0 FT 20.5 FT 15-24 24" W8x67 8.8 FT 21.0 FT 29.8 FT 1. SEE GENERAL NOTES ON DETAIL 1 OF SHEET SH1 FOR MORE INFORMATION 2. SEE DETAILS & NOTES ON PAGE SH2 FOR TYPICAL CONDITIONS U.O.N. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION'134WCCS1' LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. RECORD FROM: BOB 18416 ELEVATION: 178_543' DATUM: NAVD88 SOLDIER PILE RETAINING WALL LAYOUT AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: c BAK 91 CONCRETE: 1. CONTRUCTION OF SOLDIER PILES MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AT LEAST 4,500 PSI AT 28 DAYS USING CEMENT CONFORMING TO ASTM C-150 TYPE II/V. 2. IF WATER OVER 12 INCHES IN DEPTH IS PRESENT IN THE BOTTOM OF THE DRILLED SHAFT, THE MINIMUM COMPRESSIVE STRENGTH LISTED ABOVE SHALL BE INCREASED BY 1,000 PSI, 3, PROVIDE SPECIAL INSPECTION BY A CERTIFIED DEPUTY INSPECTOR FOR PLACEMENT OF CONCRETE GREATER THAN 2,500 PSI, 4. THE CONCRETE MIX DESIGN SHALL BE REVIEWED AND APPROVED BY THE SHORING ENGINEER OF RECORD PRIOR TO USE, 5, MIX DESIGNS FOR CONCRETE WITH A COMPRESSIVE STRENGTH GREATER THAN 2,500 PSI SHALL BE STAMPED AND SIGNED BY A CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER. SLURRY: 1. CONTRUCTION OF SOLDIER PILES CEMENT USED IN SLURRY MIX SHALL BE ASTM C-150 TYPE I/v 2. SLURRY SHALL CORI 1.5 SACKS (94 LBS.0.5=141 LES) CEMENT PER CU. YARD OF SAND, 3. SAND SHALL CONFORM TO ASTM C-33, STRUCTURAL 1. STEEL WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A-572, GRACE 50 OR A-992 (FB=50 KSI) 2. MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 A-572, GRADE 50 OR ASTM A-992, 3, PIPE AND PIPE SLEEVES SHALL CONFORM TO ASTM A-53, GRADE B. TIMBER LAGGING TIMBER LAGGING SHALL BE ACO PRESSURE TREATED WITH A MINIMUM RETENTION OF PRESERVATIVE OF 0.4 PCF AND APPROVED FOR USE AND CONTACT WITH EARTH BY THE CITY OF ENCINBAS C.A. TIMBER LAGGING SHALL BE ROUGH SAWN DOUG-FIR NO.2 OR HEM -FIR NO.1 AND LOCATED PER PLANS AND DETAILS. SOLDIER PILES - INSTALLATION PROCEDURE SHAFTS ARE TO BE MACHINE DRILLED AND LOCATED PER SHORING LAYOUT PLAN. COVER OPEN SHAFTS WHEN NOT IN USE SOLDIER PILES SHALL BE DRILLED WITH RESPECT TO THE EXISTING PROPERTY LINES AND RETAINING WALLS. CONVENTIONAL METHOD: 14 1. MACHINE DRILL SHAFT 2. PLACE SOLDIER BEAMS IN SHAFT AND PLUMB BEAM WITHIN ACCEPTABLE TOLERANCES. 3. FILL SHAFT WITH CONCRETE UP TO BOTTOM OF PROPOSED EXCAVATION AS SHOWN ON THE SHORING ELEVATIONS. FILL BALANCE OF SHAFT WITH SLURRY. SLURRY MAY BE USED THROUGHOUT IF SPECIFIED ON PLANS/DETAILS. 4. PERFORM INITIAL MONITORING READINGS IF REQUIRED. 5. EXCAVATION OF UPPER 5 FEET MAY PROCEED AFTER SLURRY HAS CURED A MINIMUM OF 24 13 HOURS. REMAINDER OF EXCAVATION TO PROCEED AFTER CONCRETE HAS CURED A MINIMUM OF 3 DAYS. INSTALL LAGGING 1. LAGGING BETWEEN PILES SHALL BE INSTALLED AT MAX. 5 FEET UFTS UNLESS THE SOIL PROPERTIES ARE SUCH THAT THE GEOTECH/SOILS ENGINEER OF RECORD SPECIFICALLY STATES THAT LAGGING IS NOT REQUIRED. 2 2. TIMBER LAGGING SHALL BE TREATED PER THE TIMBER MATERIAL SPECIFICATIONS. 3. FULL 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. SOLDIER PILE GENERAL NOTES: SHORING NTRA T R SHALL HAVE VALID CALOSHA PERMIT AND SHALLKEEP A COPY ON THE SHORINGJOBSITE DURING ALL DRILLING AND 11 1. SHORING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL -OSHA) AND ALL APPLICABLE UPDATES. 2, IF THE LOCATIONS OF ALL EXISTING AND NEW UNDERGROUND UTILITIES ARE NOT SHOWN, THE GENERAL CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES BEFORE COMMENCING. - 3. THE GENERAL CONTRACTOR SHALL CONTACT DIGALERT UNDERGROUND SERVICE AT 800-227-2600 n AT LEAST TWO WORKING DAYS BEFORE COMMENCING ANY DRILLING/EXCAVATION. O II 4. HEAVY VEHICULAR TRAFFIC SURCHARGES, SUCH AS CRANES, CONCRETE TRUCKS, MATERIAL TRUCKS, OR MATERIAL STORAGE LOADINGS SHALL BE PROHIBITED WITHIN 10 FEET BEHIND THE 6 SHORING WALL. 6 5. DUST CONTROL MEASURES SW,LL CONFORM TO CITY OF JURISDICTION AT ALL TIMES DURING SHORING INSTALLATION, EXCAVATION AND GRADING, 0 6. SURFACE WATER SHALL BE PREVENTED FROM ENTERING EXCAVATION OVER TOP OF SHORING. 1 7. TEMPORARY CUTS SHALL NOT EXCEED HEIGHTS/SLOPES AS RECOMMENDED IN THE coSOILS/GEOTECH REPORT, OR AS SHOWN ON DRAWINGS. 9 O S. COORDINATE WITH ARCHITECTURAL, STRUCTURAL AND SITE SURVEY DRAWINGS FOR SOLDIER BEAM LAYOUTS. THE CONTRACTOR IS RESPONSIBLE FOR THE FIELD LOCATION AND DEPTH OF EXISTING w BELOW GRADE UTILITIES. 9. EXISTING GRADES AND BOTTOM OF THE EXCAVATION ARE ESTIMATES ONLY AND MAY NOT REFLECT aTHE EXACT FIELD CONDITION. N 10, NO TRENCHES OR EXCAVATIONS GREATER THAN 5 FEET IN DEPTH INTO WHICH A PERSON IS u 7 5 1. SHORING DESIGN IS BASED ON SOIL INVESTIGATION REPORT PREPARED BY: COMPANY: CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CALIFORNIA 92026 VOICE: (760) 746-4955 FAX: (760) 746-9806 CTE JOB NO.: 10-14007G DATED DECEMBER 15, 2017 THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SOILS REPORT ON THE JOB SITE AT ALL TIMES AND BE RESPONSIBLE FOR ALL REQUIREMENTS THEREIN. IF APPLICABLE, THE GRADING DEPARTMENT APPROVAL LETTERS AND ANY ADDENDUM LETTERS ISSUED BY THE SOILS ENGINEER BASED ON THE ABOVE REFERENCED REPORT IS A PART OF THE CONSTRUCTION DOCUMENTS, 2. SHORING DESIGN SHALL USE THE FOLLOWING PARAMETERS: EMBEDMENT METHOD: C.B.C. 1805.7.2.1, FLAGPOLE FORMULA PASSIVE RESISTANCE: 200 PST PER FOOT OF DEPTH PASSIVE MULTIPLIER: 2.0 x PILE DIAMETER FOR ISOLATED PILES ACTIVE PRESSURE: 40H PCF EQUIVALENT FLUID PRESSURE SURCHARGE: USE 100 PST OVER UPPER 10FT UGGING PRESSURE: USE 400 PSF/FT HORIZ. PRESSURE IS IN NO WAY RESPONSIBLE FOR ANY AND ALL JOBSITE SAFETY, CONTRACTOR'S WORK, OR THE STRUCTURAL SPECIAL INSPECTION REPORT METHODS AND PERFORMANCE of SAID WORK. PREPARED BY: 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 7 NYE STARTING ANY WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND DATED: MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. foundation Drilling a Shoring ON FILE WITH ENGINEERING DIVISION 3. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK IN QUESTION, INCLUDING BUT NOT LIMITED TO DISCREPANCIES BETWEEN THE STRUCTURAL PLANS WITH THE ARCHITECTURAL, CNIL, MECHANICAL, ELECTRICAL, AND/OR PLUMBING/UTILITY PUNS. ANY ORAL COMMUNICATION OF SUCH DISCREPANCIES SHALL BE FOLLOWED UP IN WRITING. THIS MUST TAKE PLACE PRIOR TO CONSTRUCTING, PURCHASING OR EXPENDING ANY CONSTRUCTION EFFORT. THEREFORE, FAILURE TO COMPLY AND IGNORING STRUCTURAL DETAILS SHALL BE CONSIDERED A BREACH OF CONTRACT AND THE CONTRACTOR SHALL HOLD HARMLESS AND INDEMNIFY THE ENGINEER AND ARCHITECT FROM ANY CLAMS General Engineering Contractor 2500 W. Pomona BIW3 Pomona, CA 91768-3218 WWW,djschem Phone: (909) fFler.coler.co 24 STRUCTURAL REVIEW PREPARED BY ESGIL A SAFEBUILT COMPANY, AS PLAN CHECK 2020- BLDR-012174 WHICH MIGHT ARISE. Fast: (909) 598-8639 DATED: SEPTEMBER 1, 2020 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE AND ALL LOCAL CODE REQUIREMENTS. ANY A.ST.M., A.C.I. AND A.I.T.C. DESIGNATIONS, REQUIREMENTS, AND TESTING PROCEDURES SHALL BE AMENDED TO MOST RECENT DATE, �mp,i AXU M�EN RROPmry ROFTS INON N THRE XANS. 1HESE PING ME Ma 10 BE RmvMMMcm cHAWI OR Ot IN kly INT. DATE PLANS PREPARED UNDER SUPERVISION OF BRIAN ARDOLINO DATE PUBLIC WORKS DATE: 588574 212021 PLANNING R.C.E. NO.:OT:58574 CITY ENGINEER DATE REVIEWER INSPECTOR MARSHALL MEAD EXP.: 12J31/2022 6. IN UNLESS NOTED OTHERWISE. NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL, MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS ETC. FOR MOLDS, GROOVES, CLIPS, GROUNDS, DROPPED SLABS, CURBS, ETC. NOT FORM. o� ME TOBEW"w nT THIRD PARTY, WMOEN PERIMSXV mB ccx RT Or OA. WARRUI a an NO, CA License No: 582912 ESE DRAWINGS SHOWN ON STRUCTURAL DRAWINGS. DJS PROJECT NO: 20055 2 SHORING GENERAL NOTES 1 SOLDIER PILE SITE SCALE 1/8" = r-o° RETAINING WALLS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECQh,�x Edward J.Wimmer SHORING PLANS FOR: 735 SANTA FIE DRIVE 14776-G STEVEVO AK EDWARD J. WIMMER APN: 260-131-02-00 LDEV-012578-2020 3-8-21 March 9, 2021 ❑ATF To PLANNING CASE NO: 18-001 TMMB/CDP/DR SHEETI3 OF 14 STATEMENT OF SPECIAL INSPECTION: 2019 C.B.C. CHAPTER 17 FOR TYPICAL KUBAR BENDS, a FACE OF WALL TO CAPS. AND SPLICES. SEE DETAIL BE 15" FROM NON AT SH2 w CCW-6" HC SIDEOUT CONNECTOR \ \ TO BE INSTALLED PER MANUF'S 1. THE OWNER IS REQUIRED TO HIRE DEPUTY INSPECTOR(S) REGISTERED WITH THE Cltt OR COUNTY OF USE -CONTACT SPLICES PROPERTY LINE INSTRUCTIONS. /\\� JURISDICTION AND CERTIFIED IN THE REQUIRED FIELDS SHOTCRETE LOCATIONS to E=FENGE/WA� 2. DEPUTY INSPECTOR SHALL PROVIDE COPIES OF THEIR REPORTS TO THE PROJECT SUPERINTENDENT, Ee T° ' THE OWNER OR OWNER'S REPRESENTATIVE, THE ENGINEER OF RECORD, AND THE CITY OR COUNTY SHOTCRETE WALL OF JURISDICTION.I HORIZ. /5 BAR AT UPPER-MI,n REE STANDING WALL SHALL 3. DEPUTY INSPECTORS ARE REQUIRED TO BE LISTED AND APPROVED BY THE BUILDING DEPARTMENT. BOND BEAM COURSE / P.T. LAGGING OT BE CONSTRUCTED UNTIL SCOPE OF WORK REQUIRED INSPECTION N4 BARS AT 48" O.C. AT CENTER I UB-C APROVAL A. DRILLING OF PILES A REPRESENTATIVE FROM THE GEOTECHNICAL ENGINEER OF RECORD SHALL BE OF WALL, FULL HEIGHT, LAPPED COW MiraDRAIN 6000 RESPONSIBLE FOR VERIFICATION OF PILE DIAMETER AND DRILL DEPTH. WITH EVERY OTHER FOOTING DOWEL a -• \ DRAINAGE COMPOSITE B. CONCRETE CONTINUOUS INSPECTION SHALL BE PROVIDED BY A CERTIFIED DEPUTY I oo u INSPECTOR FOR PLACING CONCRETE IN THE TOE OF THE SOLDIER PILE (PER N4 BARS AT 24" QC. HORIZ. �' P'o° 2019 C.B.C. CHAPTER 17). AT THE TIME FRESH CONCRETE IS SAMPLED TO I n FABRICATE SPECIMENS FOR STRENGTH TESTS, SLUMP TEST, AIR CONTENT, & E CCW OUICKDRAIN DRAINAGE COMPOSITE TEMPERATURE I o 0n o li N5 FOOTING DOWELS AT 24" O.C. r C. STRUCTURAL STEEL VERIFICATION OF WE BEAM SIZES, STEEL GRADE, MILL CERTIFICATIONS, ETC, FOR CONSTRUCTION OF CMU o ea PULL BACK GEOTExTILE FABRIC FROM SHALL BE PROVIDED BY A CERTIFIED DEPUTY INSPECTOR FOR SOLDIER BEAMS. BLOCK WALL. TERMINATE WITH 24" r m a ° - COW OUICKDRAIN AND INSTALL CONNECTOR - (PER 2019 C.B.C. CHAPTER 17) MIN. EMBEDMENT INTO BULKHEAD I CUT GEOTEXTILE FABRIC TO WRAP OUTSIDE CO� OF CONNECTOR AND SEAL WITH ADHESIVE ' BEAM AND SHOTCRETE WALL BELOW/" a Q REINFORCING STEEL PERIODIC INSPECTION SHALL BE PROVIDED BY A CERTIFIED DEPUTY INSPECTOR I 0 COW DRAIN -GRIP, COW MIRABOND OR CCW-702 FOR FINAL LOCATION OF REBAR PRIOR TO PLACING SHOTCRETE AT THE i V OR ANY COMPATIBLE ADHESIVE RETAINING WALL, AS WELL AS VERIFICATION OF MARKINGS TO CONFORM TO ASTM /\ STANDARDS SPEC'D IN APPROVED CONSTRUCTION DOCUMENTS (PER 2019 C.B.C. GROUT & BATTER e WATER \ MU FREESTANDING WALL IS NOTAW CHAPTER 1]) / ART OF THIS GRADING PERMIT E. SHOTCRETE CONTINUOUS INSPECTION SHALL BE PROVIDED BY A CERTIFIED DEPUTY PPROVAL E GRADE INSPECTOR FOR PLACING SHOTCRETE FACING (PER 2016 C.B.C. CHAPTER 17). 4 OFFSET" COW-6" HC SIDEOUT CONNECTOR - SLIDE FLAT EDGE AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR OVER COW QUICKDRAIN AND CONNECT 4- SOLID PIPE NOTE: COMBINED HEIGHT OF CMU WALL TO ROUND END OF CONNECTOR STRENGTH TESTS, SLUMP TEST, AIR CONTENT, & TEMPERATURE, ETC. AS WELL SOLDIER PILE WALL I CAP ON TOP OF SHORING SHALL NOT AS PROPER PLACEMENT TECHNIQUES, AND SHOTCRETE 1 2 3 ° EXCEED SIX (6) FEET IN HEIGHT FROM SHOTCRETE WALL FACING PER DETAILS " II SURFACE OF ADJACENT G. MASONRY/CMU PERIODIC INSPECTION SHALL BE PROVIDED BY A CERTIFIED DEPUTY SH2 SH2 SH2 PROPEfl INSPECTOR PRIOR TO GROUTING CMU WALL (PER 2019 C.B.C. CHAPTER 1]). AT - 4" ROUND SOLID PIPETHE IFINISHED TIME FRESH PUBD TO F&BTEMPERATURE,CATE E OR SLUMPTEST, E 13 _ _ _ -III-III-III-III-III PIPE DAYLIGHT OR STRENGTH TESTS, qR CONTENT, ETCNS . AS WELL TO STORM SEWER O AS PROPER PLACEMENT TECHNIQUES. 1 a =III=III=III=III=III= ®zoo. c.an¢ wrsoN.nox STATEMENT OF INSPECTIONS 9 CMU FENCE - FREESTANDING 8 CCW 6" HC SIDEOUT CONNECTOR 7 FOR TYPICAL REBAR BENDS, FACE OF WET MIXED SHOTCRETE - RETAINING WALL CONSTRUCTION FOR TYPICAL REBAR BENDS, 4 CAPS, AND SPLICES, SEE DETAIL SHOTCRETE TO USE NON -CONTACT SPLICES AT SH2 BE 15" FROM 1. SHALL CONFORM TO SECTION 1913 OF THE 2019 C.S.C. AND A.C.I. 506. CAPS, AND SPLICES, SEE DETAIL SH2 e SHOTCRETE LOCATIONS PROPERTY LINE 2. MINIMUM STRENGTH SHALL BE MINIMUM S PSI AT 28 DAYS, AND THE USE NON -CONTACT SPLICES AT WATER -CEMENT MAXIMUM BY WEIGHT. NO CALCIUM WATERI CEMENT RATIO SHALL BE A MAXIMUM OF SHOTCRETE LOCATIONS 4" ttP UNLESS CHLORIDE OR OTHER ADDITIVE SHALL BE USED UNLESS SPECIFICALLY APPROVED BY VERTICAL BARS FOR CONSTRUCTION THE DESIGN ENGINEER. OF CMU BLOCK WALL PER DETAIL SH2 3. CEMENT SHALL BE ASTM C-150 TYPE V AND SHALL COMPLY WITH SECTION ENGINE. 8- MIN. THICKNESS (1.5x3.5 KEY IN BULKHEAD BEAM) \\\\\\\\\\\\ SHALL 4. THE CONCRETE MIX DESIGN SHALL BE PREPARED AND STAMPED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA, AND SHALL BE REVIEWED AND APPROVED TO, BY THE ENGINEER OF RECORD PRIOR TO USE. SHALL CONFORM TO SECTION 5. CURING OF SSHALL PROVIDE CONT. (4) X4 HORIZ. O ALL C . 6. AGGREGATES SHALL CONFORM TO ASTM C-II AND SHALL COMPLY WITH SECTION 1913.3. BARS W/ Q3 TIES 0 12. O.C. Iac 7. SHOTMETE PROPORTION SHALL BE SELECTED THAT ALLOW SUITABLE PLACEMENT AT TOP OF WALL 12"x12°ac PROCEDURES USING THE DELMERY EQUIPMENT SELECTED AND SHALL RESULT IN BULKHEAD BEAM Ia FINISHED IN -PLACE HARDENED SHOTCRETE MEETING THE STRENGTH REQUIREMENTS ,.-I \ \ \ \ 12 SPECIFIED WITHIN. 8. PROVIDE CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR CERTIFIED IN THE CITY OF MIN. CO ENTCA. 9. ANY DEPOSITS OF LOOSE AGGREGATES OR REBOUND SHALL BE REMOVED FROM THE SURFACE TO B COVERED PRIOR TO PLACING SUCCEEDING LAYERS OF SHOTCRETE. E. GRADE REBOUND SHALL NOT BE RE -USED AS AGGREGATE. UNFINISHED WORK SHALL NOT HORIZ. w BE ALLOWED TO STAND FOR MORE THAN 30 MINUTES UNLESS EDGES ARE SLOPED 3" CLEAR -INSTALL 5 III -III -III -III -III -III -I TO A THIN EDGE. BEFORE RESUMING WORK, THIS SLOPED PORTION SHALL BE BARS Ai 12" O.C. x ]'-9" FT \ \ \ \ w CLEANED AND WHERE THE SHOTCRETE HAS REACHED ITS INITIAL SET, THE SURFACE LONG WEB TO WEB (STAGGERED _ III -III -III -III -III -III_ SHALL BE THOROUGHLY WETTED. FROM HORIZ. BARS THIRD WEB)I- 10. REBOUND, POCKETS, SAGS, SLOUGHING AND OTHER DEFECTS OCCURRING IN THE WORK SHALL BE T OUT AND REPED {I1I 11, THE REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE IN A MANNER THAT PREVENTS ANY MOVEMENT DURING THE PLACEMENT OF SHOTCRETE. �7•, ii 3" CLEAR SHOTCRETE TO FRONT -III-III 3 CLEAR - INSTALL 85 BART AT 12" O.C. x OF LONG CENTERED AT WEB ON TO INSTALL WE SOLDIER PILES z WET -MIXED SHOTCRETE NOTES 5 OFF IEVE 4" LEADRILLED L"°`E'° i 180' HOOK 135' HOOK 90' HOOK D 3" CLEAR MIN. 4l Ad(2 SH2 SHOTCRETE RETAINING LEGEND FOR FEINT. BENDS (NOT SHOWN TO SCALE) WALL SECTION INDICATES 99 BEND IN PLANE OF DRAWING INDICATES 99 BEND PERPENDICULAR TO PLANE OF DRAWING INDICATES 135' BEND IN PLANE OF DRAWING SHOTCRETE RETAINING WALL 5 NOT � INDICATES 180' BEND IN PLANE OF DRAWING Yc=4,500 PSI SH2 INDICATES 135' OR 130' BEND PERPENDICULAR TO PLANE OF DRAWING z INDICATES OFFSET IN PLANE OF DRAWING BARS OTHER THAN STIRRUPS, TIES, HOOPS & CROSS -TIES BAR SIZE "D° 180' "L" 135' "E7 90' l" 3 2.25 2.50 4.50 4 3,00 2.50 6.00 5 6 4.50 3.00 - 9.00 ] 5.25 3.50 10.5 8 6.00 4.00 12.0 9 9.50 4.50 - 13.5 GO 10.75 5.25 - 15.25 11 12.00 5.75 17.0 14 18.25 7.00 21.0 18 24.00 9.00 27.0 STIRRUPS, TIES, HOOPS & CROSS -TIES 3 1.02 4.00 4.00 4 2.0 4.00 4.00 5 1 2.50* 4.00 4.00 6 1 4.50 1 - 1 4.50 9.00 ] 1 5.25 1 - 1 5.25 10.5 8 1 6.00 1 - 1 6.00 12.0 *USE 3.75 IN MASONRY CONSTRUCTION 4BD2(2'-6" MIN.) CONCRETE Dz> Di 6ODe(3'-0" MIN.) MASONRY D �� LSD OR pi 2" MIN. 1:6 MAX. (RATIO) OFFSETS & SPLICES WIRE TIED TIGHTLY ALTERNATE SPLICES D 4D 112D MI . -# R = 3D FOR a2 THIRD I] R = 4D FOR I8 THIRD #11 ALL DIMENSIONS GIVEN ARE IN INCHES HOOK & BEND TYPICAL REBAR LAPS AND BENDS 4 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION'134WCCS1' LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AWE. RECORD FROM: ROS 18416 ELEVATION: 178_543' DATUM: NAVD88 k4 VERTICAL BARS AT 12" O.C. TORCH CUT 1" HOLES IN WEB OF SOLDIER PILE TO ALLOW FOR HORIZONTAL STEEL 3" 9 SHOTCRETE WALL PLAN VIEW AS -BUILT APPROVALS PROVIDE DRAIN OUTLET FROM MIRADRAIN TO COLLECTION SOLDIER PILE DRILLED TOE FOOTING PER ALL WALL DRAINS SHALL DRAIN TO SURFACE BASINS SO AS NOT TO HAVE REVERSE FLOW AND LATERAL MIGRATION OF STORMWATER NO DRILLING BEYOND PROPERTY LINE N. 6RG�� PROPERTY LINE IF APFUES)z -I �I PRESSURE TREATED WOOD LAGGING - v - III USE 3x12 DFN2 OR BETTER U.O.N. a ! REQUIRED (SEE NOTES). BACK LAGGING INSTALLATION BACK FACE OF FLANGE MIRADRAIN 6200 APPLIED TO LAGGING. WITH DRAIN OUTLET BETWEEN EACH PILE (SEE CIVIL DRAWINGS FOR MORE INFO) III III -I zi BMA•&Ze 3� uw ¢o USa 0 and woo N WOO 0, wa m 0 00 oR OV Ec 0 dQ Na FV R No. CONCRETE TOE r-III • a _ III i _ p NYE _i IIII w III-� a undalion Drillings Shorinl I=III-III .a. "w_..- III -III -III-III -III- General Engineering Contractor -III-III " , w III=III 2500 W. Pomona BII '-III-III 3 -III-III- Pomona, CA 91768-3218 "III -III -III III -III- www.dJxchetiler.com III III a III III- Faxx:(9099)94 98- 639 III -III IIII IIIC*PvRCVT DJ. LI III III wfoX34 MD oafs` mOPnmNO L - Tx ESE %INS. 1HIXE PI ME NON 10 N eEEUCED Cx•NGEL OR w>m N NN ��=11-11-11-11-11-11-11 I_=11-11-11--11-11-11 I_ CA License No: 582912 =III=III=III III=III=III=III III=IIIIII=III III=III=III=III DJS PROJECT NO 20055 3 INSTALL SHOTCRETE FACING 2 CANTILEVER SHORING SECTION RETAINING ININGW SITE RETAWALLS BY: 1 DRAWN BY 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TGL TNT. I DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 02/0212021 R.C.E. NO.: 58574 MARSHALL MEAD EXP.: 1Z31/2022 REC�DTT D 1 Edward JMmer STEVE AK 3-8-21 March 9, 2021 DATE DATE SHORING PLANS FOR: 735 SANTA FE DRIVE APN: 260-131-02-00 PLANNING CASE NO: 18-001 TMIDB/COP/DR 14776-G LDEV-012578-2020 PUBLIC WORKS BRIAN ARDOLINO DATE PLANNING CITY ENGINEER DATE REVIEWER SHEET 140E 14 INSPECTOR GENERAL STRUCTURAL NOTES BASIS FOR DESIGN 1. BUILDING CODE: CALIFORNIA BUILDING CODE 2019 2. SOIL PARAMETERS: ACTIVE PRESSURE ................. 40 PCF SOIL WEIGHT .. 120 PCF SOIL BEARING PRESSURE...... ... 2000 PST PASSIVE PRESSURE ................ 300 POP FRICTION COEMCIENT ._. ... 0.42 3. SEISMIC DESIGN: SS((1.2 SECOND .....................1.172 SI (1.0 SECOND ._ _... _... _..._. 0.418 SITCC CUSS...... ...._..._. C SDSI PERIODI. ..:............ 0.938 SD1( iSHORT -SECOND PERIIDo�............0 418 4. WIND DESIGN: WIND SPEED... .. 91 MPH RISK CATEGORY. .. I .. INDE_EXTERIOR PRESSURE COEFFlCIENi (CH .._. 1.4 WIND %POSURE...._..._..._..._.-C_C 5. FOUNDATION DESIGN AND SOIL PARAMETERS PER RECOMMENDATIONS BY CTE INC, REPORT NO. 10-140070, DATED DECEMBER 15, 2017 & UPDATE LETTER DATED JUNE 3. 2020 2. ENGINEER SHALL NOT AT ANY TIME SUPERVISE, DIRECT OR HAVE CONTROL OVER CONTRACTOR'S WORK, NOR SHALL ENGINEER HAVE AUTHORITY OVER OR RESPONSIBILITY FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION SELECTED OR USED BY CONTRACTOR, FOR SECURITY OR SAFETY AT THE SITE NOR FOR SAFETY PRECAUTIONS AND PROGRAMS INCIDENT TO CONTRACTOR'S WORK. 3. ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENTS, BUILDING CODES OR BY THESE PLANS SHALL BE PROVIDED BY THE BUILDING DEPARTMENT OR BY AN APPROVED INDEPENDENT INSPECTION COMPANY. 4. ALTHOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON THE DRAWINGS, TYP DEALS AND NOTES SHALL APPLY. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH REFERENCE SHALL BE THE LATEST EDITION OR ADDENDA. 6. RETAINING WALLS SHALL NOT BE SURCHARGED OR USED IN A STACKED CONFIGURATION, ONO ON PUMS7DETAILS. A NON-SURCHARGED/NON-STACKED CONFIGURATION EXISTS WHEN UPPER STRUCTURES ARE A MIN DISTANCE OF (I 5 '(MAX RETAINED HEIGHT AWAY, MEASURED M M BACK FACE OF RETAIN G WALL, UNLESS DERNED OTHERWISE BY APPROVED GEOTECHNICAL REPORT. FOUNDATION 1. SITE PREPARATION AND GRADING REQUIREMENTS FROM THE GEOTECHNICAL REPORT AND ANY ADDENDA ALONG W ANY TESTS, INSPECTIONS, BUY OBSEWA710 S, OR APPROVAL FROM THE GEOTECHNICAL ENGINEER RECOMMENDED BY THE GEOTECHNICAL REPORT SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. IF NO GEOTECHNICAL REPORT IS SUBMITTED, SITE PREPARATION AND GRADING SHALL BE PER CBC SECTION 1804. 2. W(IN THE TIME OF CONSTRUCTION AND W/IN THE LI FIVE OF THE WALL, THE OWNER MUS ENSURE THAT ALL SURFICML DRAINAGE IS DIRECTED AWAY FROM THE WALL SYSTEM. 3. FOUNDATION INSPECTON PRIOR TO PLACEMENT OF CONCRETE INCLUDES: FOOTING STEEL LOCATION AT GRADE, AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL SPECIAL INSPECTION AS REQUIRED BY JURISDICTION. 4. FOOTING SHALL BE LEVEL. STEP FOOTING, AS REOT, WHERE GROUND SLOPES. HEIGHT OF STEP SHALL BE EQUAL TO HEIGHT OF CMU COURSE, 1. MINI�M1UMM22.8CRETE( DAY COMPRESSIVE STRENGTH OF HIGHER STIR IN TH REDO PERSAPRSO(UNLESS GEOTECHNICAL REPORT). CONCRETE MIXSHALLBE DESIGNED BY AN APPROVED LABORATORY CONCRETE SHALL BE NORMAL WEIGHT OF 145 PCF USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33. 2. MAXIMUM SLUMP SHALL BE 5 INCHES. WATER SHALL BE CLEAN AND POTABLE. 3. USE TYPE V PORTWJD CEMENT, AS REO'D BY OWNER, JURISDICTION, OR SOILS ENGINEER CONFORMING TO ASW C150 4. A MAXIMUM OF 90 MINUTES MAY ELAPSE BETWEEN CONCRETE AND/OR GROUT BATHING PAID FIELD PLACEMENT. 5. CONCRETE CREDO MIXING, WEATHER PROTECTION AND PLACING SHALL CONFORM TO CBC SECTION 1905. BACKIF1 1. BACKFILL MATERIAL AND PLACEMENT SHALL BE IN ACCORDANCE W RECOMMENDATIONS BY THE GEOTECHNICAL WINEER OR CBC SECTION 1804 IF GEOTECHNICAL REPORT NOT SUBMITTED. 2. BACKFILL SHALL NOT BE PLACED AGAINST WALLS BELOW GRADE OR ATOP FOUNDATIONS UNTIL GROUT AND CONCRETE HAVE REACHED DESIGN STRENGTH. 3. RETAINING WALL SYSTEM IS NOT DESIGNED TO WITHSTAND HYDROSTATIC PRESSURE. DRAINAGE SYSTEM SHALL BE PROVIDED TO PREVENT BUILD UP OF HYDROSTATIC PRESSURE. IN ADDIBON, DRAINAGE SYSTEM SHALL NOT ADVERSELY AFFECT THE INTEGRITY OF THE RETAINING SYSTEM. OONVFNDONAL MASONRY 1. HOLLOW, MEDIUM -WEIGHT, LOAD BEARING PRECISION CONCRETE MASONRY UNITS CMU SHALL CONFORM TO ASTM C 90, MINIMUM CO PR SSNE STRENGTH OF CMU SHALL BE 20DO PSI. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND CONSTRUCTION, UNO W7 ALL VERTICAL CELLS IN AUGNMENT. MIN UNIT HEIGHT SHALL BE 4" OR GREATER 2. GROUT SHALL CONFORM TO ASTM C476. MINIMUM GROUP COMPRESSNE STRENGTH EQUALS OR EXCEEDS F'M BUT NOT LESS THAN 2000 PSI. HOLD DOWN GROUT 1-1/2" BELOW TOP OF BLOCK AT GROUT UFT JOINTS 3. MORTAR SHALL CONFORM TO ASTM C270 & CBC 2103, TYPE S, 2000 PSI MIN. MORTAR MUST BE A MIN OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING. 4. NET AREA COMPRESSIVE STRENGTH OF MASONRY SHALL BE (F'M1 2000 PSI MIN, PER THE UNIT STRENGTH METAAOD. 5. THICKNESS OF BED JOINTS SHALL NOT EXCEED 5/8- 6. GROUT SOLID ALL REM REINFORCED CELLS AND ALL CELLS BELOW GRADE UNLESS NOTED OTHERWISE, 7. MASONRY CONSTRUCTION, INCLUDING BUT NOT LIMITED TO PREPARATION, ERECTION, REINFORCEMENT INSTALLATION AND GROUT PLACEMENT SHALL COMPLY WITH CBC SECTION 2104 AND W/ 91 530.1. B DAMPPROOF ALL CMU IN CONTACT W/ SOIL PER CBC SECTION 1805. 9. TONGUE AND GROOVE CMU MAY BE USED AT FENCE WALLS. PROTO 1. PROTO II HARDWARE IS DEFINED AS: TENSION RODS. 2. PROVIDE CONT FULL HEIGHT RODS W/ MIN OF 3' "L- HOOK W/ 1 2' NUT AT END OF TENSION ROD INTO FOOTING P R APPLICABLE DETAIL SECTION AND AT CONTROL JOINTS PER UP DETAIL AT CONTRACTOR'S OPTION RODS MAY BE STABBED INTO WET CONCRETE OR TIED INTO PLACE. 3. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL UPS, NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT W/ THE BEARING PLATE NO BOND BEAM BLOCK MAY E USED AT PLATE/PENSION LOCATION. 4. 5. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX 36'-0' O.C. IN ALL NON-SNOCOED WALLS AND 201 O.C. IN STUCCOED WALLS W/ CLEAN VERTICAL BREAK OF ALL MATERIALS. 6. CONCRETE AT FOOTING SHALL BE A MIN OF 48 HOURS OLD, CMU BLOCK SHALL BE A MIN OF 7 DAYS OLD, & MORTAR SHALL BE A MIN OF 24 HITS OLD PRIOR TO FINAL TENSIONING. REINFORCIN 1. REINFORCING STEEL SHALL CONFORM TO ASTM MIS. WELDABLE REINFORCING STEEL SHALL CONFORM TO ASTM A706. REINFORCING SHALL BE GRME 60, 2. LATEST ACI DETAILING MANUAL ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE APPLY TO REINFORCEMENT SPLICING, DETAILING, BENDING, AND PLACEMENT. 3. REFER TO TYPICAL WALL INTERSECTION DETAIL FOR REINFORCING REQUIREMENTS AT WALL AND FOOTING INTERSECTIONS, 4. REFER TO AS SCHEDULE FOR MINIMUM D.C. SPACING, LAP SPLICE LENGTHS IN CONCRETE AND MASONRY, AND HOOK LENGTHS. NO WELDING TACK, SPOT ETC.) OF REINFORCING ALLOWED. STAGG SPECIES A MINIMUM OF (1) LAP LENGTH. 5. ALL REINFORCEMENT SHALL BE BENT COLD. NO FIELD BENDING OF BARS IS ALLOWED UNLESS APPROVED BY THE ENGINEER. 6. SUPPORT REINFORCEMENT ADEQUATELY TO SECURE REINFORCEMENT AGAINST DISPLACEMENT WRING CONCRETE PLACEMENT IN THE FOOTING AND GROUT PLACEMENT IN THE CMU. 7. PROVIDE VERTICAL REINFORCING BARS, W/ HOOKS INTO EBBING PER APPLICABLE DETAIL S CFIND, IN GROUTED CELLS AT ALL WALL INTERSECTIONS, CORNERS, WALL ENDS, AND EACH SIDE OF CONTROL JOINTS. EXTEND ALL VERTICAL REINFORCING TO FOUNDATION EITHER CONTINUOUS OR WITH SUFFICIENT TAP REQUIREMENTS, AS INDICATED PER APPLICABLE DETAIL SECTIONS. B. HORIZONTAL REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FILL CROSS SQUARE (8' MINIMUM LAP). HORIZONTAL REINF SHALL BE HOT -DIPPED GALVANIZED OR APPROVED EQUIVALBNT. F MIN FINISHED BEND DIA FOR ALL REINFORCING EXCEPT STIRRUPS PAID TIES PER THE FOLLOWING VC FOR 8 AND SMALLER 8'd' FOR 9 THEN #II 12-d- FOR ;Q14 AND #18 2. 6'd" FOR /5 AND SMALLER 12-d' FOR A6 THROUGH !e 3. MIN FINISHED BEND DR FOR STIRRUPS AND TIES ONLY 4W FOR 5 AND SMALLER End ' FOR 6 THRU A8 I= A. "a' = BAR DIA B. ALL REINF SHALL BE BENT COLD UNO ON PLANS OR DETAILS C. ROLE PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BEM UNO ON PLANS OR DETAILS NoWiCill 1. STEP IN FOOTING ELEVATION PER PLAN 2. WIDTH EQUAL TO FOOTING THICKNESS OR 18", WHICHEVER IS GREATER 3. SLOPE REINFORCING AT STEP TO MATCH AND LAP W/ LONGITUDINAL BARS B TYPICAL STEP IN FOOTING NO SCALE STANDARD ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ALT MCI ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL CBC CALIFORNIA BUILDING CODE CL CENTERLINE CLR CIFAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS DIA OR I DIAMETER DTI DIRECT TENSION INDICATOR EQ EQUAL EW EACH WAY FT FOOT FTC FOOTING GSN GENERAL STRUCTURAL NOTES ICC INTERNATIONAL CODE COUNCIL FIFO INFORMATION LED POUNDS MFR MANUFACTURER MAX MAXIMUM MIN MINIMUM RISC MISCELLANEOUS RATS NOT TO SCALE 0 G ON -CENTER PLF POUNDS PER LINEAR FOOT ESE POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH REINF REINFORCING REQ'D REQUIRED SIM SIMILAR SPEC SPECIFICATION SO SQUARE STD STANDARD T&B TOP AND BOTTOM TRANS TRANSVERSE TYP TYPICAL LINO UNLESS NOTED OTHERWISE VWEEW VERTICAL TH W/0 WWITHOUT �O PSN. PROTO-II / (3'� / v 1 - 10 I. POST TENSION ROD 2, NUT 3, UP 4. BEARING TOP PLATE 5. COLLAPSIBLE TABS 6, MIN TENSION TO BE 6,000 LBS LOAD AND CONFIRMED BY ONE OF TWO METHODS PER NOTES "B" AND 'C' BELOW 7. AFTER TENSION INSPECTION, PACE MORTAR MOUND OVER THE TOP OF ROD/PLATE/NUT LOCATION BLOCK 8. OPT CAP BLOCK 9. CONTINUOUS HORIZONTAL JOINT REINFORCING PER GSN MAX WALL HEIGHT MAX RETAINED IN U MIN FTG 6 CONVENPIONAL VERT REINF AT 6" CONVENIONAL V PROTO-II PT ROD CONT 6" CMU SOIL HEIGHT CMU HEIGHT CMU xE1cnT SPACING RDNF O 0 7'-4" 1'-4' 2'-5" 2'-0' /4 AT 40" O.C. 5'-4" R-0" O.C. (3) #4 8'-00 2'-0' 2'-8° 2'-0" A4 AT 37 O.C. R-0' 6'-0' O.C. (3) Q4 8'-8' 2'-8" 3'-1" 2'-8' T4 AT 24" O.C. 6'-O' 6'-0" O.C. (3) j4 9'-4" 3'-4' 3'-6" S-C §4 AT 16' O.C. G-O' 6'-0' OD. (3) j4 TRENCH DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FTG TO TOP OF SLOPE ADDED DEPTH TO BOT OF CONE TRENCH FTG 3'-0' MIN 0'-0" 0'-3" MIN 2'-0° I. REBAR REINF. REFER TO WHOM 5, �Tm TOP OF LEVEL NATURAL GRADE SCHEDULE FOR SPACING. EXTEND OR COMPACTED SUBGRADE RUNE CONT FROM HOT OF FOOTING TO TOP OF 6. P3 CONE IN 8' MIN SOLD CONVENTIONAL CMU, AS SHOWN GROUTED BOND BEAM 2. POST TENSION ROD. REFER TO 7. Y MORTAR COVER AROUND POST SCHEDULE FOR SPACING. EXTEND TENSIONED ROD AT FIRST ROD TO EMBED INTO FOOTING AS COURSE ABOVE GRADE SHOWN. RODS NOT TO OCCUR IN SAME CELL AS CONVENTIONAL 8, REFER TO APPROVED ROLE. ONLY GROUT CELLS W/ GEOTECHNICAL REPORT FOR CONVENTIONAL REINF W/IN WATER PROORNG/DRAINAGE CONVENTIONAL CMU HEIGHT REQUIREMENTS A RACK FACE OF WALL. IN ADDITION,, PROVIDE 2" 3. CONT REINF PER SCHEDULE. MIN OR HOLE AT 6'-0 O.C. FOR (11 COUP BAR AT PT ROD, AS WEEPERS OR PROVIDE APPROVED NOTE: SAA0 BE SPACED OTHERS DRAINAGE SYSTEM BY OMBINED HEIGHT OF WALL W/ 8D O . MAX AP ON TOP OF RETAINING WALL a. HORIZONTAL JOINT REINFORcwc HALL NOT EXCEED SIX (6) FEET IN PER GSN. PLACE IN FIRST TWO HEIGHT FROM THE FINISHED JOINTS BELOW PLATE WASHER A REFER TO GSN AND TYPICAL SURFACE OF THE ADJACENT AND 2'-D" O.C. THEREAFTER DEALS FOR ADDITIONAL PROPERTY UNTIL THE TOP OF CONVENTIONAL REQUIREMENTS AND ITEMS SHOWN CMU IS REACHED BUT NOT NOTED PL LEVEL BACKF TO 0 0 0 0 0 0 0 0 B. RUNNING WALL SHALL NOT BE SURCHARGED OR USED IN A STACKED CONFIGURATION, EXCEPT AS NOTED. FENCE WALL SHALL NOT BE FLOOD SURCHARGED, EXCEPT AS NOTED G PLACE FIRST BLOCK INTO WE CONC TO RECESS 1/2° MIN, 3/4" MAX D. SPECIAL INSPECTION OF MASONRY AS REQUIRED BY JURISDICTION (EXCEPTION 2 OF SECTION 1704.2) ;ONT TO DRAWN AT REBAR RDNF FENCE UP TO FOUR (4) FEET SOLID PLUS TWO(2) FEET 50% OPEN MATERIAL (INCLUDING FENCE CAP) ALLOWED ON TOP OF RETAINING WALL AND/OR R.O.W. NOTE: COMBINED HEIGHT OF WALL W/ CAP ON TOP OF RETAINING WALL SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM THE FINISHED SURFACE OF THE ADJACENT PROPERTY F AT CMU CONE FIG REINF O.C. (3) A4 OD. (3) T4 O.C. (4) /4 OGC (4) 04 1. ROME REINF. REFER TO SCHEDULE FOR SPACING. EXTEND REINF CONT FROM COT OF FOOTING TO TOP OF CONVENTIONAL CMU, AS SHOWN 2. GOUT REINF PER SCHEDULE. MIN (il BAR TOP & HOT AND $PACED AT 18" O.C. MAX 3. (2) 04 OR (1) 15 CONT 4, REFER TO APPROVED GEOTECHNICAL REPORT FOR WATER PROOFING DRAINAGE REQUIREMENTS A BACK FACE OF WALL. IN ADDITION, PROVIDE 2' SIR HOLE AT N-0 O.C. FOR WEEPERS OR PROVIDE APPROVED ALTERNATE DRAINAGE SYSTEM BY OTHERS 5. WOOD FENCE & ATTACHMENT BY OTHERS 11P>F: A REFER TO GSN AND TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS AND ITEMS SHOWN BUT NOT NOTED B. RETAINING WALL SHALL NOT BE SURCHARGED OR USED IN A STACKED CONFIGURATION, EXCEPT AS NOTED. FENCE WALL SHALL NOT BE ROOD SURCHARGED, EXCEPT AS NOTED C. PLACE FIRST BLOCK INTO WET GONG TO RECESS 1/2" MIN, 3/4" MAX D. SPECIAL INSPECTION OF MASONRY AS REQUIRED BY JURISDICTION (EXCEPTION 2 OF SECTION 1704.2) 10. CENTER WEB OR END FACE SHELL BELOW 1 TYPICAL l '-4" TO 3'-4" 6" CMU RETAINERS W PROTO-II FENCE ATOP 2 TYPICAL 8" CMU RETAINING WALLS W CONT TRENCH FTG & WOOD FENCE ATOP 11, STEEL PLAT SIZES A 4' PROTO II: 1/4"x3°x6° NO SCALE NO SCALE B. 4" SLUMP PROMO II: 1/4"x2-1/2'x6" C. 6' PROTO-II: 1/4"x4-1/2"A" D. 6" SLUMP PROTO-II: 1 4 x4x6 " L RON E. 8° PROTO-II: 1/4'x6- /2"x8" REINF SPACING REINF SPACING STEEL PLATE TO BE PLACED AT THE 2 I. 1/2" EXPANSION JOINT EDGE OF THE CELL SO THAT THE PLATE BEARS FULLY ON THREE SIDES 2. FULL HEIGHT VERTICAL 84 BAR 12, DO NOT USE BOND BEAM BLOCK Ai W/ DOWEL REINFORCING TO LAP AND MATCH. CENTER IN PILASTER PT ROD SPACING BUi I. 1/2" EXPANSION JOINT OR END OF WALL, AS OCCURS BEARING PLATE LOCATIONS BLOCK NOT i0 EXCEED 4'-8" MAX I= PT ROD 2 TYPICAL WALLJOINPT ROD EACH 3, TYPICAL WALL REINFORCING EACH SPACING SIDE OF A. PROTO-II DTI TO BE USED AT EACH SIDE OF JOINT 2 3 3. yy Wfi'STY TENSION ROD TABS FACING UP AGAINST NOOKE EMBEDHE MININTO BOTTOM OF ld2" NUT AND TABS f� FOOTING. SOLID GROUT REINF COLLAPSED TO ACHIEVE TENSION (NO T OR BY MAX EIGHT PASSES BETWEEN GOT OF UP AND DTI) A LOCATE VERTICAL EXPANSION 1 HUH MORTAR LIRS JOINTS PER GSN B. AS ALTERNATE TO VISUAL INSPECTION OF REINF SPACING REINF SPACING B. "TYPE 1"CO TYPE 2' MAY BE ffiE1 go TABS, INSPECTION OF NUT TORQUE MAY 3 USED AT CONTRACTOR'S OPTION, pi ROD 1'-O" 1'-0° Pi ROD A. VERTICAL EXPANSION JOINTS BE ACHIEVED BY USE OF CALIBRATED TORQUE WRENCH. TORQUE NUTS TO 55 UNO SPACING MAX MAX M' SPACE MAX�SPACING AT SPACING PER GSN H-PBS. ON STILL MUST BE PLACED ON C. HORIZONTAL REINF ((gp4 GONE OR B. TYPE T OR 'TYPE II'MAY, ROD IS USING TORQUE WRENCH METHOD. DUR-O-WALL SHAlY' NOT RUN BE USED AT CONTRACTORS SEE GSN FOR ADD L INFO 1 CONT THROU�H JOINT OPTION, LINO C. DEPUTY INSPECTOR SHALL PERFORM A VISUAL INSPECTION TO CONFIRM THE DTI MEU S COLLAPSED W/ NO UGNT LEAKS BETWEEN THE TABS AND BOTTOM OF NUT D. INSTALLER MUST HAVE SPEC �\ pLAN-TYP CONVENTIONAL CMU WALL CONTROL JOINT INSPECTION OF TENSIONING PERFORMED PERFORMED BY ONE OF THE TWO NO SCALE METHODS NOTED ABOVE. SPECIAL DID PLAN INSPECTOR TO PROVIDE A COMPLETED REPORT TO LISTED PARTIES c TYPICAL TOP OF PROTO II WALLS NO SCALE 1. STRAIGHT EXTENSION LENGTH ONLY, DOES NOT INCLUDE LENGTH OF MR AT 90-DEGREE BEND 2. TOP BARS PRE TRANSVERSE TOP BARS SO PLACED THAT 12N OR MORE OF FRESH CONCRETE IS CAST IN MEMBER BROW SPLICE 3. MECHANICAL SPLICE COUPLER PER GSN REQUIRED IKDFS A CONCRETE LAP LENGTHS BASED ON ACI 318-14, SECTION 25.4.2.3 WITH CUSS B TAP SPLICE PER 25.5 FOR NORMAL WEIGHT CONCRETE AND UNCOATED BARS B. MASONRY LAP LENGTHS PER 2018 IBC SECTION 2107 & 2108 C. TAP LENGTHS BASED OFF OF %D1TYPICAL REINFORCING LAP SCHEDULE ALLOWABLE STRESS F of REINFORCING R FS OF NSI NO SCALE DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5' BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUP AVE. RECORD FROM: ENDS 18416 ELEVATION: 178.543' DATUM: NAVD88 CONCRETE (PC=250D PSI) MASONRY (BM-2000 PSI) BAR SIZE 90-DEGREE HOOK STRAIGHT EXTENSION LENGTH MIN O.C. SPACING LAP LAP FOR TOP BARS 0 LAP IN MASONRY W/ MIN 2" CUR LAP IN MASONRY W/ MIN 3' CUP LAP IN 6' CMU CEASED §V3 4-1/2" 2' V-2" V-7" 1'-1' 1'-D" 1'-O" #4 C 2-1/2' V-7" 2'-1' I'-10" 1'-S 1'-6" #5 7-1/2" 3-1/4" 2'-0" 2'-7' 2'-11- 1' 11" 2' 4' §V6 9 3-3/4" 2'-4 3 -I 5 -4 3 -7 -_ 17 10-1/2- 4-1/2' 3'-11" 5'-1" ( 4'-10" --- pV8 12' 5' 4'-11' 6'-4' Q3 03 --- AS -BUILT APPROVALS BRIAN ARDOLINO DATE ^' PLANNING CITY ENGINEER DATE REVIEWER �� TODD MA///J///ERONI 2 1 C. HORIZONTAL REINF SHALL NOT RUN CONE THROUGH TYPE II JOINT /F1 PLAN - TYPICAL PROTO II CONTROL JOINT iiam..Ii STRUCTURAL REVIEW PERFORMED BY ESSIE, A PROTO-IITM WALL SAFEBUILT COMPANY, AS PLAN CHECK LDEV-012578-20209 DATED MAY 14, 2021 SYSTEMS w Jprolo2.com /Qy000 - 3612 CALIFORNIA AVE E. 4✓f. 4 LONG BEACH, CA W807 y c� PE ~0 R I M R❑ C K E N C I N E E R I N AFTER: MARIO SALAZAR 1"py PHW(562)477-8529 No. C69616 y 90BO W. CHEYENNE AVE., SUITE 120 NEW SHEET rnsalaZ n@pmIOII. CART US PATENTED5754921 US PATENTED6431797 /1rC.IVIL y�\Q �w Y�%- LAS VEGAS, NV. BY 129 PHONE: (702) 333-5311 FA%:(7021 S39-5339 CAL PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. UPERVISION OF RECOMMENDED: APPROVED: DATE: 2/04/21 .lascw n Owwns ME 735 SANTA FIE DRIVE 14776-G STEVE NOWAK CITY ENGINEER APN: 260-131-02-00 R.C.E. NO.69fi16 : TII Inc GInC%ii LDEV412576-2020 - 0 Q X 0 Wn " O F ma �w w � N N N � wom O N O M.- 9MM a US Q.