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2018-14075 G (Plans)RIGHTOFWAYNOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER J " OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING ENCINITAS SENIOR LIVING, LP, IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OFA STOP WORK NOTICE AND DOUBLE PERMIT 1. INCASE EMERGENCY WORK IS REQUIRED, CONTACT TIMOTHY DAVIESAT (858) 729-6724,24 HOURSA DAY. CONCRETE WASHOUT 7660 FAYAVENUE, SUITE N o z FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS CONTRACTOR SHALL ESTABUSHAND USEANADEQUATELY SIZED CONCRETE LA JOLLA, CA 92037 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE PH. (858) 729 -6720 PERMITTEE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON v LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE ENCINITAS SENIOR LIVING, LP DRAINAGE NOTE (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. WASHOUT LOCATION. 7660 FAYAVENUE, SUITE N w NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES SITE ADDRESS LA JOLLA, CA 92037 WATER IS TO DRAIN AWAY FROM CONSTRUCTION S►TEACCESS 1920 SOUTH EL CAMINO REAL PH (858) 729.6720 STRUCTURES FORA MINIMUM OF 5 FEETAT 2 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THEAPPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF ENCINITAS, CA 92024 SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCKAND /OR CORRUGATED STEEL PANELS/PLATES. UTILITY NOTE APN: 162- 160 Z6 &17 SITE ui ^MANCHESTERAVE. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. CONSTRUCTION VEHICLES a A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE w GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. LEGAL DESCRIPTION U) AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE PARCEL 1(APN 262 - 160- 26 -00): _ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS EROSION CONTROL ALL THAT PORTION OF THE SOUTHERLY SIX ACRES OF THE a CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 6. THE CONTRACTOR SHALL BE REP EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST NORTHERLY THREE QUARTERS OF THE SOUTHEAST QUARTER OF < STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY S ONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF REQUEST FOR INSPECTION. AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE. BONDED FIBER MATRIX. SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN NO EXCAVATIONAND GRADING ACTIVITIES AREALLOWED DURING WET WEATHER. BERNARDINO MERIDIAN, AS SHOWN ON MAP NO. 10675 RECORDED A 'i 7 ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, WESTMONT OF ENCINITAS, ENCINITAS, CALIFORNIA" CHANNELSAGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES. IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO VICINITY MAP PREPARED BY GEOCON INCORPORATED, DATED JULY 7, 2014, PROJECT NO. G1733.32 -01, AND "UPDATE GEOTECHNICAL LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. INVESTIGATION, WESTMONT OF ENCINITAS" PREPARED BY GEOCON INCORPORATED, DATED OCTOBER 30, 2018 SHALL BE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. E NOT REMOVE TREES E SHRUBS UNNECESSARILY, THEY HELP DECREASE NI S CONSIDERED AS A PART OF THIS GRADING PLAN, ALL GRADING SHALL BE DONE (N ACCORDANCE WITH THE RECOMMENDATIONS WORK DAY. AND SPECIFICATIONS CONTAINED IN SAID REPORT. EROSION. BEGINNING AT THE NORTHWEST CORNER OF PARCEL MAP NO. 11058 SAID PARCEL MAP RECORDED IN THE OFFICE OF THE COUNTY RECORDER 9, ALL REMOVABLE PROTECTIVE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION OF SAID SAN DIEGO COUNTY, SAID POINT OF BEING A POINT ON THE EASTERLY LINE OF LOT 8 OF SAID MAP N0. 10675; THENCE ALONG SAID E S EXCEE DEVICES SHOWN SHALL ). IL PLACE AT THE END OF EACH WORKING DAY WHEN THE RIVE (5) DAY RAIN CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND EASTERLY LINE AND ALONG THE EASTERLY LINE OF LOT 7AND LOT 10 OF SAID MAP NO 10675 NORTH 00 °45'27" EAST 389.01 FEET TO AN ANGLE 3. REQUIRED IN CONJUNCTION ND PERMITS FOREN PLANS RUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH RAINFALL. BIND THE SOIL, POINT IN THE SOUTH LINE DESIGNATED AS SOUTH 89 °24'55" EAST 671.50 FEET ON SAID MAP NO. 10675; THENCE ALONG THE SOUTHERLY LINE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS PLANT PERMANENT VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVITIESARE COMPLETE. OF SAID LOT 10 SOUTH 892455" EAST 246.13 FEET TO THE TRUE POINT OF BEGINNING ; THENCE SOUTH 00 °4527" WEST 389.01 FEET TO THE 4. WRITTEN PERMISSION SHALL BE OBTAINED FORANY OFFSITE GRADING, STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP %IMP NOTES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED NORTHERLY LINE OF SAID PARCEL MAP NO. 11058; THENCE ALONG SAID NORTHERLY LINE SOUTH 892455' EAST 12791; THENCE NORTH ON-SITE CONSTRUCTION MATERIAL STORAGE 00 °45'27" EAST 389.01 FEET TO THE SOUTHERLY LINE OF SAID LOT 10; THENCE ALONG SAID SOUTHERLY LINE NORTH 89 °2455" WEST 127.92 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED PROTECT ADJACENT PROPERTIES DURING GRADING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE FEET TO THE TRUE POINT OF BEGINNING. OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTIONAND DISCHARGE ONTO THE STREETAND /OR INTO THE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL GRADING. PUBLIC STORM DRAIN SYSTEM, STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE STOCKPILES MAY INCLUDE SOIL, PARCEL 2 (APN: 262- 160 27 -00): 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED ALL THE PORTION OF THE SOUTHERLY SIX ACRES OF THE NORTHERLY THREE QUARTERS OF THE SOUTHEAST QUARTER OF THE SOUTHEAST 2. GRASS AND LANDSCAPEAREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, AS SHOWN ON BE RE- ESTABlISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. FROM THE CITY. MEASURES AND PROVIDED WITHA TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETERATALL TIMES. MAP NO. 10675, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, SAID MAP NO. 10675 RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY MORE PARTICULARLY DESCRIBEDAS FOLLOWS: 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE TRAINING RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS BEGINNING AT THE NORTHWEST CORNER OF PARCEL MAP NO. 11058 SAID PARCEL MAP RECORDED IN THE OFFICE OF THE COUNTY RECORDER REGULATIONS. WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CRY APPROVED BMP /IMP FACILITYAND /OR THE TURF /IANDSCAPEDAREAS. OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE E BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON OF SAID SAN DIEGO COUNTY, SAID POINT BEING A POINT ON THE EASTERLY LINE OF LOT 8 OF SAID MAP N0. 10675; THENCE ALONG SAID & GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE S17-E . THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS EASTERLY LINE AND ALONG THE EASTERLY LINE OF LOT 7AND LOT 10 OF SAID MAP NO. 10675 NORTH 00 °4527" EAST 389.01 FEET TO AN ANGLE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYSAND CITY RECOGNIZED HOLIDAYS. AND THEIR OWN RESPONSIBILITIES, POINT IN THE SOUTH LINE OF SAID LOT 10 SAID ANGLE POINT BEING THE WESTERLY TERMINUS OF THAT CERTAIN LINE DESIGNATED AS SOUTH 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE 892455" EAST 671.50 FEET IN SAID MAP NO. 10675; THENCEALONG THE SOUTHERLY LINE OF SAID LOT 10 SOUTH 89-24 55- EAST 374.05 FEET TO 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSI E WITH THE DRAIN DISCHARGES TO ANADEQUATE IMPLBMP. WASTE MANAGEMENT THE TRUE POINT OF BEGINNING,' THENCE SOUTH 00 °45'27" 389.01 FEET TO THE NORTHERLY LINE OF PARCEL 1 OF SAID PARCEL MAP NO. 11058; FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF THENCE ALONG SAID NORTHERLY LINE SOUTH 892455" EAST 235.46 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 1, BEING THE THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPLBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY WESTERLY RIGHT -OF -WAY OF EL CAMINO REAL (SAN DIEGO COUNTY ROAD SURVEY NO. 1802 -1); THENCE ALONG SAID WESTERLY 633 -2770. SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TOANADEQUATE IMP I BMP. PROHIBITED. RIGHT -OF -WAY NORTH 00 039'09" EAST 389.01 FEET TO THE SOUTHEAST CORNER OF LOT 10 OF SAID MAP NO. 10675; THENCE ALONG THE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS SOUTHERLY LINE OF SAID LOT 10 NORTH 89 °2455" WEST 234.75 FEET TO THE TRUE POINT OF BEGINNING. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 6. ALL STORMWATER IMPIBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUTA PERMIT FROM THE CITY. TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH SAID PROPERTIES BEING DESCRIBED AS PARCELS C AND D, RESPECTIVELY OF THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED ON DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO )rHE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. NOVEMBER 15, 2011 AS INSTRUMENT NO.2011- 0610106 OF OFFICIAL RECORDS OF SAID SAN DIEGO COUNTY. HAULING OPERATION. OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE SOILS ENGINEER'S CERTIFICATE FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT TOLL FREEAT (800) 714 -1195. FOR INFORMATION ON LANDFILLSAND TO ORDER DUMPSTERS CALL EDCOAT (760) 436 -4151. 1407 PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 5-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 1, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED 8Y THE DATE AND SIGNATURE OF THE CIVIL ENGINEER SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OFTHE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM SECONDARY CON LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PER SURFACES. WHO CERTIFIES SUCH GRADING OPERATION OR UNDER R DIRECTION ON JULY 7 2014 AND FOR TI UPDATE ON OCTOBER 30, 2018. ONE COMPLETE COPY NG THE SOILS REPORT WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE T THE CITY ENGINEER. FURTHERMORE, 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH STORM APPROVED HYDROCARBON FILTER AND FOR MORE INFORMATION IN STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING S DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING HAVE BEEN INCORPORATED IN THE G DING PLANSAND SPECIFICATIONS. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. DEPARTMENT, CITY OF ENCINITAS (760) 633 -2770. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERV/SIONAND THAT IN HIS OPINION, ALL EMBANKMENTSAND EXCAVATIONSAREACCEPTABLE FOR THEIR INTENDED USE P4- NOTIFICATIONS SIGNED: SHEET INDEX OL/VENHAIN MUNICIPAL WATER DISTRICT NOTES TREVOR MYERS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT �O ^� 1 TITLE SHEET POND/NG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A RCE NO.: +15183- (03%73 qa pP E. Ij 't 2 LEGENDAND TYPICAL SECTIONS /DETAILS ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE Q �J �F �y 34 GRADING PLANS PERMANENT DRAINAGEAND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR w 5 HORIZONTAL CONTROL PLAN EXP. DATE: 09/30120 z DATE ON THESE PLANS. CONTRACTOR SHALL HAVEA COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITEATALL TIMES, STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID c5 No. RCE63773 m 6 DRIVEWAY PROFILES 14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF d 7 CROSS SECTIONSAND DETAILS SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS SHOP DRAWINGS, SIX SETS AS REQUIRED BY THE STANDARD SPECIFICATIONS JOB #: G1733 -32 -Of ( ) COMMENCEMENT �Sr CfVtX. oJ�P 8 ADAPEDESTRIANRAMPDETAILS SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE RILL AND ALLUVIA! SOILS SHALL BE REMOVED TO SUITABLE FIRM ARE TO BEACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. A. SEWERS - CSD - (760) 633 -2770 1TE NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM GEOCON INCORPORATED C C, r 9 EROSION CONTROL PLAN OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN 3.UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY B. GAS -OLIV NHAIN MUNICIPAL 10-13 MASONRY RETAINING WALL PLAN C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760) 753 -6466 6960 FLANDERS DRIVE 1417 GEOGRID RETAINING WAIL PLAN STRICTACCORDANCE WITH SPECIFICATIONS. SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS D. TELEPHONE- SBC BELL - (760) 489-0411 SAN DIEGO, CA 92121 18 -21 TEMPORARY SHORING PLAN MINIMUM INADVANCE OFANY SHUTDOWN E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X -2233 PH: (858) 558 -6900 15. CUT AND RILL 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 4.CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING TEMPORARY SERVICES PRIOR TO ENGINEER OF WORKAND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED DNA MONDAY OR FRIDAY. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE., STATEMENT OF ENGINEER OF WORK OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF (760 }633 -2770. THE TOEAND TOP OFALL SLOPES SHALL BE ROUNDED INACCORDANCE'WITH THE GRADING ORDINANCE. 5.CONTRACTOR SHALL REVIEWALL PROPOSED TRENCH WORK WITH CAUOSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION, THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL. HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED 6.NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 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 ENGINEERAND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. 7.THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED OWNER'S STATEMENT FOR SWPPP PROJECTS TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF 17. THE REMOVAL ORANYAND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY PRIOR TO CONSTRUCTION. 'S URBAN FOREST MANAGEMENT PROGRAM. ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS PUBLIC RIGHT -OF -WAY. (DIGALERT PHONE. 800- 227 -2600) IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO BALL EXISTING FACILITIES WHICH MAYAFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED REQUIRED: THE OWNER /DEVELOPER SHALL EXECUTE STATEMENT BELOW. AGENCYAND EMPLOYMENTANDARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA CONNECTIONS SHALL BE FIELD VERIFIED BEFOREANY CONSTRUCTION BEGINS. (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITHALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS 9.THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH SIGNATURE: {.%A NOTE ARE IN CONFLICT WITHA CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TOADDRESS THE TREE REMOVAL. WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING {HATER LATERALS LOCATED IN PUBLIC CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING ER G LAWSON * *SEE SHEET 2 FOR IMPERVIOUSAREA RIGHT -OF -WAY. PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A AND EARTHWORK INFORMATION 18.7E ANY ARCHAEOLOGICAL, HISTORICAL, OR PALENTOLOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED DURING COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED DATE: Y•15- 741 GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT CENTERLINE OF FINISH GRADE OF STREET. PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED, PASCO, LARET, SUITER & ASSOCIATES SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE 535 N. HWY 101, SUITEA, BMP PROJECT STATUS SIGNIFICANCE OF THE DISCOVERED RESOURCES) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR 11 ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4" MAXIMUM DEFLECTION PER IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED BY PALEONTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENTAND, FORARCHAEOLOGICAL RESOURCES, COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. THIS GRADING PLAN NO: XXXXX -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS SOLANA BEACH, CA 92075 THE NATIVEAMERICAN COMMUNITY. THE DEVELOMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.67 OF SWRCB NO. p ROF ESS / PH: (858) 259 -8212 O,y PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY ENCINITAS ANDANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIESAREALLOWED TO RESUME, (SEE NOTES CONTINUED ON SHEET 4; SEEALSO GENERAL RECYCLED WATER NOTES ON SHEET 3) R9- 2009 -0001 �O �R G L4 9! SENIOR LIVING, LP INACCORDANCE WITH AGREEMENT FOR MAINTENANCE OF PRIVATE <v� ,`y F'G STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES BY SITE SDURINIGECONSTRUCTIONI ACTIVITY, SAFETY CODE SECTION SON RESPONSIBLE 50OR1 THE REMAINSAREFOUND ON THE HER AUTHORIZED HORIZED OWNER'S CERTIFICATE WDID# `t'37Gi O �% AGENT OF COMMERCIAL FACILITY" �) or No. 80356 m 1PASCO LARET SUITER REPRESENTATIVE SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER SIGNATURE// �ziDATE: 0 % I� Exp. 1231 �20 EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT I (WE) HEREBYCERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER I {X } & ASSOCIATES RECORDED ON MAY Zt 0 7-0 141 REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST ANDIOR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) ALL GRADING ACTIVITYANDADV( SEON THE COMPACTIONAND STABILITY OF THE SITE. PRINTED NAME OFABOVE PERSON: ANDREWPLANT sT CIV1� �Q CMLENOINEERINOtLANDPLANNINO +GANDBURVEYINB ASDOC.# - I°IZ°13Z NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND ' E 0 CIVIL North Highway 101, Ste A. Solana Leach, CA EYING ? t� q DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION COMPANY. ENCINITAS SENIOR LIVING, !P OF CAVE EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS ph 858,259.8212 1 fz 858.259.4812 1 pleeengineering.com OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST' AND /OR THE TCA NATIVE AMERICAN MONITOR), AND HARMLESS FROM, AND AGAINST THEREOF ARISING OUT OF, LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE NSE THE CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER , F, WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY IF ANY ACTS OR OMISSIONS OR OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLI VENHA/N MUNICIPAL WATER ENCINITAS FIRE DEPARTMENT THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN IN REPRESENTATIVES FOR ANY AND ED WORK IT CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY INDIRECTLY TO THE P RMIT ORAPPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. DISTRICT DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN PLACE), OR IN A � � �� WD may/$ 023 SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY SIGNATURE: ATE: �� l OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVEAMERICAN MONITOR, ANDREW PLANT FOR: f L 11 �� S. $ i R } /''�"I W' �I1. �1 1 eeew PRINT NAME: ENCINITAS SENIOR LIVING, LP �4 - SIGN TE SIGN DATE SIGN DATE SIG DATE SIGN DATE CHANGE NO DESCRIPTION APPROVED DATE DESIGNED BY DRAWN BY: CHECKED BY: BENCHMARK AS -BUILT APPROVALS BAK TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "ENC -36" POINT 1038 INT DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: Sa AP VED GRADING PLAN FOR; LOCATION: NE CORNER OF DRAINAGE CURB INLET IN FAST TYLER G LAWSON DATE PUBLIC WORKS DATE: WESTMONT OF ENCINITAS SIDE OF MANCHES TER AVE 0.1 MILE SOUTH OF EL CAMINO -- 14075 -G REAL INTERSECTION PLANNING JESSE OWENS EDWARD J. WIM E 1920 S. EL CAMINO REAL R.C.E. NO.: 80356 CITYE LINE RECORD FROM ROB 18416 EDWARD J. WIMMER DATE REVIEWER 61-7110% IT O 9 APN: 262-160-26 & 27 -00 ELEVATION: 37.521' DATUM: NAVD -88 CITYENGINEER INSPECTOR TYL�WSON EXP.: 12/31/20 DATE DAt PLANNING CASE NO: 16 -131 MUP /DRIPMW /COP SHEET 9 OF 21 PISA 2235 -02 N rn U U¢ W ca �ma o� U) � � a m aQ> Lu L j 4 � r yo Cr � v Cc o =Cc c�za a � a R _ 3.0' SPECIAL INSPECTION NOTE: LEGEND NOTE. SPECIAL INSPECTION OF THE BMP FACILITIES BYA LICENSED CIVIL ENGINEER IN THE 24.0 1.5' 1.5' STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING ITEM & STD. DWG. STANDARD SYMBOL DRIVEAISLE BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL 4.5' TYP 120' TO TO 120' TO TO MIN 4 "AC OVER 6" CLASS I! GRADING CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZEAND DEPTH OF SUBDIVISION BOUNDARY AB OR PER GEOTECH FL =PER PLAN THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN ' RECOMMENDATION PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THEAPPROVED PROPERTY LINE/ RIGHT -OF -WAY FS =FL + 0.125' GRADING PLAN. THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC, IN ORDER TO CENTERLINE OF ROAD 5.0' MIN 3.0 " ` - " DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. 2.0 %ti ' a x PROPOSED SETBACKS ?/ SPECIA L INSPECTION REPORT IS ON FILE WITH THE ENGINEERING DIVISION 20% 2 0 %(TYP) EXIS TING CONTOUR LINE - - 20% PREPA RE D �, DATED PROPOSED CONTOUR LINE 105 t\ SOIL 3'VVIDE, 5 C RIBBON THICK r BY SUBGRADE PROPOSED FLOWLINE CONSTRUCT 6" " GUTTER; EXTEND BASE MATERIAL BENEATH GUTTER PCC CURB PER PROPOSED SAWCUT OF EXISTING I I I SDRSD G -1 DEEP ROOTED, DENSE, INSTALL 36"X36" CAST- 0.5' r- RET. WALL PER PAVEMENT TYPICAL DETAIL - RIBBON GUTTER DROUGHT TOLERANT IN -PLACE (WATERPROOF) SHEET 11; 875 ' TOP OF APPROX. LOCATION - i' CONSTRUCT 6" PCC o PLANTING SUITABLE FOR BOX WITH GRATED INLET,' TW, 81.5 IF CONSTRUCT PCC BROW DITCH PER 0-75 TYPE A' NOT TO SCALE SLOPE; 24 "X 42" JOINT CURB & GUTTER WELL DRAINED SOIL 1116,1 INSTALL 4 "AC OVER 6 "CLASS 87.0 FG ° II AB OR PER GEOTECH UTILITY TRENCH PER SDRSD G -2 ° 18 "LAYER CONSTRUCT 5" PCC FLATAORK a PER SDRSD M -15 INSTAL! 6" PRIVATE ENGINEERED SOIL RECOMMENDATION 3` HARDWOOD �1 WATER SERVICE o = MULCH *SEE NOTE BELOW INSTALL AC PAVEMENT (SECTION PER •y TYPICAL SECTION - LUX CANYON DRIVE ° PLAN OR PER GEOTECH RECOMMEND.) 30 MIL THICK PVC INSTALL 6" PVC STORM DRAIN PIPE UNLESS - NOT TO SCALE FG= 85.0 FG =85.0 a IMPERVIOUS LINER OR OTHERWISE NOTED) PER GEOTECH RECOMMENDATION INSTALL 18" PVC STORM DRAIN PIPE (UNLESS - - - - R ROW OTHERWISE NOTED) - - - - - 114.0' 3" THICH CHOKER COURSE OF 318" INSTALL 12" DIAMETERAREA DRAIN O 63.0' 51.0' PEA GRAVEL O O O O O O INSTALL BROOKS BOX (SIZE PER PLAN) Q❑ 10.0' 53.0' TO TO - 32.5' TO TC 18.5' PROPOSED STREET 6" LAYER OF 314" CLEAN CONSTRUCT POURED IN PLACE RETAINING WALL CRUSHED ROCK PER DETAILS SHEETS 10 -13 TREE; SEE DETAIL -18.0' _ 5.0' -14.5' -12.0' -12.0' ° TSEENOTEBELOW SHEET2, 14075 -1 FOR RIGHT TURN LANE BIKE TRAVEL LANE TRAVEL LANE STRIPED CONSTRUCT SEGMENTAL RETAINING WALL ROOT BARRIER INFO - LANE MEDIAN BOTTOM OF ° a a -- o a P BY GEOGRID PER DETAILS SHEETS 14 -17 4.5' 5' 26.0' MIN. 270' EXISTINGAC BASIN 2 g PAVING EXISTINGAC CONSTRUCT NON- RETAINING SITE VVALL CONSTRUCT 5" PCC VARIES IN BERM BY ORCO PER DETAIL SHEET 7 SIDEWALK PER 2.0% �2p VARIES VARIES RETAINING WA LL SHOWN INSTALL2 -1/4" SDRSD G -7 > Vq HEREON FOR REFERENCE ONLY,' HMP -SIZED LOW -FLOW FLOWCONTROL RETAINING WALL SHOWN - - ->>>m `- .c _ r _F a_ _ __. _ 3 _�?%ES ORIFICE, 82.751E HEREON FOR REFERENCE PUBLIC IMPROVEMENTS PER 14075 -I zT REFER TO DETAIL H SHEET 11, 4' PERFORATED PVC PIPE WITH ORIFICE PLATE PER _ 1 TW = PER PLAN, IF = 81.5 FILTER FABRIC PERFORATIONS INSTALL 18" PVC DETAIL THIS SHEET ONLY,' REFER TO DETAIL G CONSTRUCT ROADSIDE, AT THE INVERT GUTFALL PIPE SHEET 11; SHOWN HEREON FOR REFERENCE ONLY 61ORETENTION BASIN PER ` ° _ _ _ IE OUT = 81.5 DETAIL SHEET2, 14075 -1 - -, - GRIND & OVERLAY INSTALL 4" PERFORATOR UN UNDER - ITEM & STD. DWG. STANDARD SYMBOL CONSTRUCT MODIFIED G -2 Y Y f ,: _ .- - , DRAIN PIPE,' PIPE TO RUN LENGTH BIOFILTRATION "ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18" DEEP "SANDY PCC CURB &GUTTER PER PER DETAIL THIS SHEET APPROXIMATE LOCATION - OF HMP BASIN AND CONNECT TO LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN EXISTING WATER MAIN (SIZE PER PLAN) V/ - 'VIV DETAIL SHEET2, 14075 -1 SAWCUTLINE OF EXISTING 10 "AC WATER BROOKS BOXAT ORIFICE PLATE 50-60% SAND, 20-30% COMPOSTOR HARDWOOD MULCH, AND 20-30% TOPSOIL. APPROXIMATE LOCATION OF EXISTING EDGE MAIN PER RS 1802 EXISTING SEWER MAIN (SIZE PER PLAN) v - -- ; EXISTING 3 "HP GAS LINE OF PAVEMENT "314" CRUSHED ROCK LAYER SHALL BEA MINIMUM OF 6" BUT MAYBE DEEPENED TO INCREASE THE INFILTRATIONAND STORAGEABILITYOF THE DETAIL EXISTING GAS MAIN (SIZE PER PLAN) {= - - - - -- INSTALL MIN 5 "AC OVER 6" APPROXIMATE LOCATION CLASS II AB OR PER GEOTECH OF EXISTING 8" PVC SEWER INSTALL WATER SERVICE, METER, AND SEE 14075 -! -� RECOMMENDATION MAIN PER TM3960 -1 TYPICAL SECTION - EL CAMINO REAL TYPICAL SECTION - HMP BIOFILTRATION BASIN BACKFLOWPERIMPROVEMENTPLANS vv - -' NOT TO SCALE NOT TO SCALE ATTACH TO INSIDE OF STORM DRAIN INSTALL FIRE SERVICE WITH RPDA PER SEE 14075 -1 W W -� STRUCTURE IN FRONT OF SUB -DRAIN 28.0' (TYP) IMPROVEMENT PLANS jl? OUTLET ATTACH WITH TAMPER PROOF 26.0' (TYP. 2.0' BOLTSAT EACH CORNER, TYP. RESTRICTOR ) COLD PLANEAND OVERLAY INSTALL 6" SEWER LATERAL PER IMPROVEMENT SEE 14075 -1 S S O 6.0' 18.0' 24.0' 18.0' -10.0' TO FC PLATE (PER ? w (2" MIN. DEPTH) TO PROVIDE PLANS PARKING DRIVEAISLE PARKING CONSTRUCT 6' TALL, 6" DETAIL TO LEFT) Rs z SMOOTH TRANSITION 1'X 1'SQUARE, MIN., 1/41NCHTHICK THICK ORCO STANDARD 3"X318" EL j STEEL PLATE. HOT DIP GALVANIZEAFTER STAINLESS STEEL �' �, EXISTINGAC NON- RETAINING SITE WALL ORIFICE (SIZEAND 25' 3.25' FABRICATIONAND DRILLING. PLACE BOLTAND NUT ¢ PAVEMENT 12.0' 12.0' PER DETAIL SHEET 7 NEOPRENE RING BETWEEN THE PLATE - IE PER DETAIL y SITE NOTES o AND STRUCTURE WALL PRIOR TO - THIS SHEET) 2.0 %MIN - ATTACHMENT FOR AWATER TIGHT SEAL ° % { " ' I. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. !F MONUMENT IS DISTURBED OR 2.1 MAX INFLOW-11 NFLOW NEOPRENE -- _Lr °' << DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYORANDA CORNER RECORD OF 4" PERFORATED PVC SUB -DRAIN PIPE GASKET SURVEY SHALL BE FILED WITH THE COUNTY. 20% CONSTRUCT 3' WIDE PER HMP BIOFILTRATION BASIN o INSTALL MINIMUM 5 "AC OVER 6" CLASS 2. -0 % PCC BROW DITCH PER DETAIL ABOVE INSTALL fi "PCC CURB 2. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THEAPPROVED GRADING PLAN UNLESS PRIOR SDRSD D -75 TYPE A' 11 AB OVER NATIVE % REL. DE °_ -=� � -> >- - - '4- --m -�• GUTTER PER SDRSD o WRITTEN AUTHORIZATION IS OBTAINED FROM THE C(TYAND THE OWNERS OFAN OTHER AFFECTED - o o COMPACTED TO 95 /o REL. COMP. OR CAST-IN-PLACE-11 EXTEND BASE PROPERTIES. CONSTRUCT 5" PCC CONSTRUCT POURED IN 2 0FIORIFICE PER HMP TO SATISFACTION OF CITY ENGINEER SIDEWALK PER PLACE MASONRY BIOFILTRATION BASIN WATERPROOF BOX MATERIAL UNDER C &G OR GEOTECHNICAL ENGINEER SDRSD G -7 RETAINING WALL PER DETAIL ABOVE PER THIS SHEET (4 "THICK MIN) RECOMMENDATIONS 3. ALL EXISTING STRUCTURESAND WAILS WITHIN THE PROPOSED DISTURBEDAREATO BE DEMOLISHED UNLESS OTHERWISE NOTED. CONSTRUCT6" CONSTRUCTXPCC DETAILS A, BSHEET 11 TYPICAL DETAIL - SAWCUTAC PAVEMENT INSTALL MIN 4 "AC OVER 6" CONSTRUCT 6" TYPICAL DETAIL -FLOW CONTROL ORIFICE PLATE TYPICAL DETAIL - ORIFICE PLATE CONNECTION 4. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBEDAREATO BE REMOVED UNLESS OTHERWISE PCC CURB PER RIBBON GUTTER PER INSTALL 18" PVC CLASS II AB OR PER GEOTECH PCC CURB PER NOT TO SCALE NOT TO SCALE (IN EL CAMINO REAL ROQ M NOTED. SDRSD G -1 DETAIL THIS SHEET SDR -35 STORM RECOMMENDATION SDRSD G -1 DRAIN PIPE NOT TO SCALE 5. ALL UTILITIES SHOWN HEREON PER BESTAVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EXACT HORIZONTALAND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY TYPICAL SECTION - DRIVEWAY A' WEST q ENGINEER OF RECORD OF DISCREPANCIES UPON DISCOVERY. NOT TO SCALE IL' 6.0' 18.0' 24.0' 6. SEWER, WATER, AND IMPROVEMENTS IN PUBLIC RIGHT- OF- WAYAND EASEMENTS SHOWN HEREON FOR 24.0' 6.0' PARKING DRIVEAISLE REFERENCE ONLY. REFER TO SEPARATE IMPROVEMENT PLAN 14075 -1 FOR CONSTRUCTION (TYP.) DRIVEAISLE 1.0' TYP TW /TR =TOP OF WALL TW =TOP OF WALL AT 12.0' 12.0' 12.0' 12.0' OR TOP OF RAILING (!F FINISHED SURFACE (IF TW @FG IS SPECIFIED) TW @FG NOT SPECIFIED) CONSTRUCT 5" PCC ( INSTALL MIN 4 "AC OVER 6" 6.0' I 6.0' SIDEWALK PER CLASS 11 AB OR PER GEOTECH IMPERVIOUS AREA EARTHWORK DATA RECOMMENDATION 2• p% H = EXPOSED SDRSD G -7 IMPERVIOUSAREA PRIOR TO CONSTRUCTION: 21,960 SOFT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V HEIGHT OF WALL o 0 2.0% MAX 1.0% 1.0% 2.0% IMPERVIOUS AREA AFTER CONSTRUCTION: 9570 SOFT MAXIMUM VERTICAL DEPTH OF CUT= 19.0' 2.0% 2.0% 2.0% -. - MAXIMUM VERTICAL DEPTH OF FILL = 3.0' BW =BOTTOM OF WALL w- - INCREASE IN IMPERVIOUSAREA:74,610 SOFT AT FINISHED GRADE CONSTRUCT POURED IN CONSTRUCT PCC IMPERVIOUSAREA REPLACED: 21, 960 SOFT CUT = 17,750 CY FILL = 2,250 CY CONSTRUCT 6 "PCC PLACE MASONRY SIDEWALK PER `� CURB &GUTTER � �; ,. � " � ° � CONSTRUCT 6 "PCC EXPORT= 15, 500 CY REMEDIAL = 4,050 CY -- - PER SDRSD G -2 RETAINING WALL PER SDRSD G -7 DETAILS A,E SHEET 11 / L CURB &GUTTER PER DISTURBEDAREA= 132,990SF/3.03AC INSTALL 18" PRIVATE CONSTRUCT6' INSTALL MIN INSTALL 6 "PVC SDRSD G-2 Q�OFESS /ON „ CONSTRUCT6" R C LA 94 I STORM DRAIN PIPE INSTALL 6 INSTALL 18 PRIVATE PCC CURB PER PCC CURB PER OVER 6 "CLASS ll AB OR PRIVATE FIRE 24 X 42 JOINT DRY �Q y�Fp Fy MIN. EMBEDMENT PER RETAINING PRIVATE FIRE STORM DRAIN PIPE SDRSD G -1 PER GEOTECH SERVICE LINE UTILITYTRENCH ti SERVICE LINE RECOMMENDATION PER SDRSDM -15 Z PASCO LARET SUITER WALL PLAN SHEETS 10 -17, MIN 7' - SDRSD G -1 TO DAYLIGHTADJACENT IF TOP OF w No. 80356 m TO SLOPES (TYP) FOOTING TYPICAL SECTION - DRIVEWAY A' SOUTH TYPICAL SECTION - DRIVEWAY 'A' EAST Exp. 12/31 /20 & ASSOCIATES TYPICAL DETAIL - RETAINING WALL NOT TO SCALE NOT TO SCALE ST CI �L �P CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING NOT TO SCALE qTF OF CAS -�F�� 535 North Highway 101, Ste A. Soleaa Beach, CA 92075 ph 858.259.8212 �fz 858.259.4812 pleaeagtoeerlog.eom CHANGENO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN AK CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK BAK TGL DESCRIPTION. STATION'ENC -36 "POINT 1038 !NT DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED• VE ` LEGEND & DETAILS FOR: LOCATION: NE CORNER OF DRAINAGE CURB INLET IN TYLER GLAWSON DATE PUBLIC WORKS DATE: "L1 -I WES TMON T OF ENCINI TA S EAST SIDE OF MANCHES TER AVE, 0.1 MILE SOUTH OF EL JES E OWENS EDWARD J. WIM 1920 S. EL CAMINO REAL 14075 -G CAMINO REAL INTERSECTION PLANNING R.C.E. NO.: 80356 CITY N INEE RECORDFROM, ROS 18416 CITYENGIN RMER DATE REVIEWER 4ZG (AW� _ 6 AX 11q a 9 APN: 262- 160 -26 & 27 ELEVATION: 37.521 DATUM: NAVD -88 INSPECTOR EXP.: 12131120 DATE '-� DATE PLANNING CASE NO. 16 -131 MUP I DR I PMW I CDP SHEET 2 OF 21 PLSA 2235-02 N rn U U Q mN �� Z °gN lido �Q Co N W o ro g�N x� h a�a - - fr-._ G am- q/ '1T705 TC - �- W W 7- IVI 2FL EXlSTIN AC G 18 TC ( ) P DRIVEWFYYTO i REMAIN - F 116.5 IL *E)RSD 4 3, 5.67' T LS22 - TC= 116.3;1( =115.8 SEE DETAIL SHEET 7 BEGIN PCC ,BROWDITCH; - -'152 FL k EXISTING / /( TRUCTURE (115.0 TO REMAIN XI _ / iy, r i o 80A X _ - -- RM701�EMAIN �J(ISTINGB "ACVI/ATER r , Y� i 3 r r 1 / \ , I - ---- TINO,, p ' Y / INSTAiC 6" PRIi/ATE 1 PER TK3960 -1 /� 3� ' ? SER164H" - / r s J SEWE��- BER,TM` - '° -' �IFiE SERVICE WATER 1174t RIM _- - ___ ____ - f, - -. - -- " -,_. = -..� - ,� .- - -. �, r , .,-;, ; ���� ;i, ------ _ 1..- SE"HEET7,i � MATCH TOE3CISTING ! (1099 ±IE CURB 3 GUTTER' I -� G _ �.. r C3 r - A (86.52TC)-f8602FL)i < - s > 1 114, IF _S i114.OFL - (115.011 1 ? .7 TF �\ .9 TC - 4 FL NN ��� (114.0109.08 109.0 BWr-'' 1073 TF PN 262- 160 -25 -00 1s ( EXISTING STRUCTURE TO REMAIN(, [[ i I i 106.75 F C .s y 106.29 L ' i 17 BW / 111, 5 FL (112.6 TW@FFG)--� 10v Bvv 1Q$7f'F 1 W t 06. r C� 1 10.0 t (141.5 TWW @FG) �\ 105¢ BW ti 104.01 CONSTRUCTION NOTES S ST w _ - "•.- 85.93 FS y POLE 1 s" -' PORTION PUBLIC / ve �° �c� s -- S EL CAMINO COURT t v �,r _ - � �. _ 35R1 85.93FL1 I t, 11 f o! RIGHT-OP-WAY S - �- S - S -- r EXISTING NCE927FLa (FEED; INSTALL'MOD 14.26 LUX CAN>N DR. _ _ 10 .51YY } , 8701E OUT- S D D -00 UR t @ t 109.85 C / _,, TO BE PROTE D 92.59`TC 14 € j 1 /RAMP,, S 1407 pgivEWAY W fW ln{ ?BW@F 10'31�F a j� r INP ` E BEGIN 92.09 FL t � 1 - - 109: LW -- t - 1N % ' 93.68W@F; ��' 7 .r - ' BROWXTCH,' EXIS�NGWVVVER EXIS�GPO R 13.2 FS 105.2 TF f r t 1 _ v r y 92.0=TF 107.0 TW a 102.7 TW 95.0`FL _ j POI E TO % POLE TO BE w OB r _�. _ - 103.5 TW @FG „99.2 TW@FG � r � ' � REMOVED 18.0 FG) 110.0 FGf 1 \ 93.6 BW @FG (1111.5 FG) 92.0 BW�G r - 93.4 FG} r X�873 TG. N89 °25' W 362.40` e 13 92:0'1F 91-6TF l f r 4 /V 86. IE .. • :.: =: ..nom ._'. j .. ."��. ..._� � .. , - e.�: -._. _ - .. ... 'y ,.. ., ... ...' .. � r 1 b - - 7' -1,7,7r 1+ 90.9 TG , 11.6% �✓ 2:) z" 89.OIE s� 85 5 �?, It Si 1 106.2 TVV@FG 93.6 FG I / ��L- 1•Qo J' 0 W` 1 1 l 1 920 r l 93.4 TG 81. % r T6 i Q 91.7 FS 5 FGI > 91.1 G �. I t t J 113.2,`IW �,- / - , 92.71E L6 93 TG' 1070TW 91 TW@ e I r r I t I 109.3 T I 2 `920 FS 915 BVY@FG 91. FS V� 12.7 TW FG C 1(�2 7W FG 92.3 IEO 1035 TV✓ FG l 106.31E @ / r @ 9i.5TG �91t3T 09.5 BIN @FG i l 3.6 8W @FG ? 10 .O TW 92.0 BW @FG I 93 6 FG 90.71E 1' 90.3 TF ��t 87.31E E i 109.2 109.5 FG ' / 92.0 TF x 10 .5 TVY@FG I - ._95.5 TW @FGv � 01(G t 93.4 TG 102.7 TW 91.5 BW FG ' � o 109. G I 9 .6 8 FG 93.6 FG �° 105.3,E 1 2 86.6IE � c I r f � 92.017 =� 1 91.91E O 99.21YY @FG �3 TF 109.8 TVV 92.0 BW @FG �` ay 109.51VY @FG 91.0 TF 91.7 FS, ( l 105.5 TW @FG - YSB r 1 ( 108.5 IF @FGj j 9 .6 BW @FG 91.5 FG i E 3I 91.45 T� 1.0% 91. T 3 .110 W g 109.0TW F (� s .o Td 2ND FLOOR FF = 104.69 so.sSI 6 I - -+ 92.08 FG xj i 93.�FG i 1ST FLOOR FF = 92.00 91.3,IG 1 24r� a W r 910TF 2 1 SUBGRADE = 89.50 920 FS O ss. IE �s13 TC M , LIMIT OF k00F l END 12" CONCRETE L I I ABOVEr 109.0 FG , (TYP.) YDRANT 5 92.0 BWgFG ( 91.25 FS 91,0 IF I (TYP) ° + LA BEGIN G GRID WALL l ; (?)85.81E 91.3 ° 7 111.5 TR i (' T �, , ( / 91.3TG %> 0 2.0 °' P TG I ,�- 1y9.0- FG,92.08yy 11 / .: 2 9A5TC } 11..9 r - I ° �. 86.91EO 91.0 90 FS „ 101.9 fE `� $ � j 1. G � � � � 7 -7 2 �G _" % 0841E' -{ 91.7FS I I t / I \ 8521E 108.45`TC� x ° ✓ ° .. 91.3 TG T 107.9 I + I 86.71E 91.1 FL j I z <f a F ( 1.Of° 6.D.' r 'I t 8 €' � � ,�_ � �. 0FS f � I � -. I 91.3TG2 `\ 91.8 FS „ 1 V ( 1 1 91.3jTG 87.4IEO 1.0 %. 1 1 xI I 87.11E 20'� �E i 1.0 °° I 0715 TC I / 3 TG ? ! 92.0 FS P }ARK�IVG ? I 06.65 FL i ( 2 ° " ° ° �- t' INSTALL 6" PRIOTE _ 9 © I I 086.0IEI ;_.. 91.3 TG a FIRESERVICF %WAFER �" I I ;1 ,( ( 7 i I 8771E f- MAIN,' SEE SHEET 5 i 6 SE R P, O IE 10 t 1 I 8 6 Ile x a A °c 10545,TC 104.95 FL r� r 10� 1 Q� - 92.O;FS S , 2 � 10.7Tw 2ND FLOOR FF = 104.69 ° 1 91.9 BW 1 _ f -1 I .i 10%x, LUs 104.1 TG 1ST FLOOR FF - 92.00 x A:0 /E 1.0 %(. ABOVE- GRADEP�ff��THVYAY I { - 7 9781E T u' 2ND FLOOR; K74. /� FS SUBGRADE = 89.50 LIMIT OF ROOF ( g j w b t r ! j i 4 ABOVE (TYP. ,€ l 8t ^ Y 104.7TW f 91.9 BW f 8 r 105.15 TC I x 91.8 TG 4, 104.65 FL % I ! �8Z8fE l % 13 90FS! TG 91AT� MATCHLINE: SEE SHEET 4 O EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY ALICENSED LAND SURVEYORANDA CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. INSTALL 12 "ARE4 DRAIN BY NOS ORAPPROVED EQUAL O INSTALL 18 "X 18" BROOKS BOX (WITH TRAFFIC RATED GRATED INLET) O INSTALL 24 "X 24" BROOKS BOX (WITH TRAFFIC -RATED GRATED INLET) �5 INSTALL TYPE F CATCH BASIN PER SDRSD D -07 © INSTALL 18" PVC STORM DRAIN PIPE @1.0 %MIN. O7 INSTALL 6 "X 16" PCC FLUSH CURB O INSTALL 6" PCC CURB PER SDRSD G -I INSTALL 6" PCC CURBAND GUTTER PER SDRSD G -2 1 D INSTALL PEDESTRIAN CURB RAMP PER SDRSD G-27 TYPE A' WITH YELLOW TRUNCATED DOMES PER SDRSD G -30; SEE SHEET 8 FOR ADDITIONAL DETAILS 11 INSTALL 10' WIDE PCC CROSS GUTTER PER SDRSD G-12 12 INSTALL X WIDE PCC RIBBON GUTTER PER DETAIL SHEET 7 13 INSTALL 5" PCC SIDEW 4LK PER SDRSD G-7 14 INSTALL PCC BROW DITCH PER SDRSD D -75 TYPE A'@ 1.0% MIN 15 CONSTRUCT POURED -IN -PLACE CONCRETE OR MASONRY RETAINING V1ALL PER DETAILS SHEETS 10 -13. SEE SHEET5 FOR VVALL KEY MAP 16 CONSTRUCT 6' TALL, 6" THICK ORCO STANDARD NON- RETAINING SITE V11ALL WITH TRENCH FOOTING PER DETAIL SHEET 7 17 CONSTRUCT SEGMENTAL RETAINING WALL BYGEOGRID PER DETAILS SHEETS 14 -17 18 INSTALL 36 "X 36" BROOKS BOX/ OUTLET STRUCTURE PER DETAIL SHEET2 19 INSTALL TYPE A' STORM DRAIN CLEANOUT PER SDRSD D -09 20 INSTALL TYPE A' CURB OUTLET PER SDRSD D -25 FROM MODIFIED STORM DRAIN CLEANOUT SEE DETAIL SHEET 2 OF 14075 -1 21 INSTALL MODIFIED TYPE A' STORM DRAIN CLEANOUT SEE DETAIL SHEET 2 OF 14075 -I; IE OUT= 81.5 22 INSTALL PEDESTRIAN CURB RAMP PER SDRSD G -01 TYPE 'C' WITH YELLOW TRUNCATED DOMES PER SDRSD G -30; SEE DETAIL SHEET 8 23 INSTALL 12" WIDE TRENCH DRAIN BY NDS ORAPPROVED EQUAL 24 INSTALL 7" THICK PCC PAVING OVER COMPACTED SUBGRADEAT TRASH BINAND LOADING / STORAGEAREAS PER GEOTECH RECOMMENDATIONS 25 INSTALL 12" WIDE PCC STRIPADJACENT TO PARKING STALLS 27 PARKING STALLS TO BE DOUBLE -U HAIRPIN STRIPED (57) STALLS 28 INSTALL MODIFIED TYPE C CURB INLET PER SDRSD D -03A; X=4', Y =3', L =10' SCALE: 1 "= 20' NEW EASEMENTS OF RECORD 1Q EASEMENTFOR PUBLIC PEDESTRIANACCESS GRANTED TO CITY OF ENCINITAS PER DOCUMENT# 2019 -0192931 _ RECORDED MAY21,2019 2❑ EASEMENT FOR OPEN SPACE GRANTED TO CITYOF ENCINITAS PER DOCUMENT # 2019-0192932 RECORDED MAY21, 2019 ❑3 EASEMENT FOR WATER LINESANDAPPURTENANCES GRANTED TO THE OLIVENHAIN MUNICIPAL VV47ER DISTRICT PER DOCUMENT # 2019 - 0197795 RECORDED M4Y24, 2019 GENERAL RECYCLED WATER SYSTEM NOTES ' 1 ( EXISTING PCC SEE CORNER RECORD OF I. THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR SURVEY RECLAIMED AND NON - POTABLE WATER SERVICE OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, CURB, GUTTER ORDINANCE NO. 175, DATED MARCH 1989, ANDALL SUBSEQUENTAMENDMENTS. & SIDEWALK TO FOR MONUMENTS TO BE DISTURBED AND REMAIN REMOVED / REPLACED WITH 2RECYCLED WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER - DURING CONSTRUCTION DISTRICT (DISTRICT) STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND EXISTING 8" PVC FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON SEWER MAIN % THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE OMVVD STANDARD SPECIFICATIONS ON PER TM 3960 -1 'I THE JOB SITE ATALL TIMES. 3. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED i j I BY THE OMWD STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE o ! PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. \ ;I 4. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MALIE DRY. THE TIME ? AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE !' ! DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM INADVANCE OFANY SHUTDOWN. EXISTING MAILBOXES TO BE LOCATED i (i 5.CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING BEHIND 91DEVWb4LK I j TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A j MONDAY OR FRIDAY. 6CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAUOSHA. A COPY OF 85.75 FS ( ) I EXEMPTION LETTER OR TRENCHING PERMIT tF RE UIRED SHALL BE SUBMITTED TO THE DISTRICT r. L Q , , f I , I / ( � PRIOR TO CONSTRUCTION. LUX CANYON SIW5 D0. ZNO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. ECR STA 56 +55.18 � I � CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BE GINNING OF WORK TOARRANGE FOR INSPECTION OF THE PROJECT. -r - r k r 8. THE CONTRACTOR MUST CALL "DIGALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 8610 TO t r HOURS INADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY 855 F! V 1 9.ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL CONSTRUCTION, I, E, LINE CROSSINGS, LINE 11621G } �'f / F PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 8 2IE'� 1 !' 1 f 10. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE OMWD STANDARD SPECIFICATIONS ! k j I THE APPROPRATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC 1 _ (� RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED IN PUBLIC i 74Z j RIGHT -OF -WAY 11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS I' METALLIC TAPE STRIPS, STAMPED 'RECYCLED WATER." STRIPS SHALL BE SETAT TOP OF PIPE AND 1 ( I AT 24 "ABOVE THE PIPE. 12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE ! € PROFILE IS 66- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET 8 .5 TW 0 TW@FG J y IE ! i' j MALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS W i f WITH 4° MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE ? ; € SHALL BE PERMITTED. %,j u- fR ! j I ( 14. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW %r Z - � ` POINTS IN THE WATER MAIN PROFILE MANUAL AIR RELEASES AND BLOW -OFFS SHALL BE LOCATED !� I ff' i BEHIND CURB UNLESS OTHERWISEAPPROVED BY DISTRICTS REPRESENTATIVE. 5TW 15.INSTALL RECYCLED WATER SERVICE(S) IN ACCORDANCE WITH SIZE(S) DEFINED ON THE 861 BW W, _ ' ? I DRAWINGS. LOCATIONS OF RECYCLED WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICTS '8 TF W I1 j INSPECTOR. 314 -INCH HIGH LETTERS 'RW' SHALL BE CHISELED IN TOP OF EXISTING CURB OR i IMPRINTED IN NEW CURBATALL RECYCLED WATER SERVICE CROSSINGS. PROOSED STREET ' TREE'JYP);SEE r I Jt 16. METER BOXES SHALL NOT BE PLACED MTHIN DRIVEW4YS OR SIDEWALKS WITHOUT THE r 1407 -} DISTRICT'S PRIOR WRITTEN CONSENT. 17CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO 63' i 51' r INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 53' TO 181INE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE i ! I VWMENEVER POSSIBLE. � I k PROPOSED CENTERLINE OF ii 4 ! 19.ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY THE ,. I , EL GAMING REAL 1 L7ilVESTRIPING; � DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE I r 1 , SEE 14075 -1 f CHANGE. 20. THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMVVD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS 5��5 THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND t (i4.3)lE @MAIN °ft APPURTENANCES. J} , J i 21. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. ' THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION jjj f i I 1 OF PIPES ANDAPPURTENANCES. R C.O. 22CONTRACTOR SHALL GUARANTEE ALL WORK FORA PERIOD OF ONE (I) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH l WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY SER C.O. II PROVE DEFECTIVE IN WORKMANSHIPAND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE 01€ IN / k t DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND �7S.5 IE OUT TEAR, UNUSUALABUSE OR NEGLECT EXCEPTED. 'EXISTING SEWER 23.ALL BURIED FIT I7NGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD H (84,5± RIM) � � STANDARD SPECIFICATIONS. -s (71.5 ±IE)' ( {{ 24.ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT EXISTING EASEMENTS OF RECORD O7 AN EASEMENT FOR ROAD, SEWER, WATER, GAS, POWERAND TELEPHONE LINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED FEBRUARY 16, 1966 AS INSTRUMENT NO.27428 OF OFFICIAL RECORDS. ® AN EASEMENT FOR ROAD, SEWER, WATER, GAS, POWER, TELEPHONE LINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDEDAPRIL 20, 1977AS INSTRUMENT N0. 144492 OF OFFICIAL RECORDS. 10 AN EASEMENT FOR PUBLIC UTILITIESAND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED MAY 1, 1989AS INSTRUMENT NO 89- 227395 OF OFFICIAL RECORDS. 12 AN EASEMENT FOR ROADAND UTILITYAND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED DECEMBER 17, 2002AS INSTRUMENT N0.2002- 1151121 OF OFFICIAL RECORDS. 13 THAT CERTAIN EASEMENT FOR ROAD AND UTIL I TYAND APPUR TENANT TO PARCEL(S) 2 OF THE LAND, AS CREATED UNDER CERTAING DOCUMENT RECORDED DECEMBER 17, 2002AS INSTRUMENT NO. 2002-1151122 OF OFFICIAL RECORDS IS NOT REFLECTED IN THE LEGAL DESCRIPTION HEREIN, AS IT WOULD BE OUT SYMERGER IN CONTEMPLATION OF THE PROPOSED TRANSACTION. IMPROVEMENTS IN RIGHT -OF -WAY SHOWN HEREON ARE FOR REFERENCE ONLY REFER TO PUBLIC IMPROVEMENT PLAN 14075 -1 FOR CONSTRUCTION GRAPHIC SCALE: P=20' 20' 20 0 20 40 60 G LA o Z No. 80356 Exp. 12/31/20 �CIV1� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 8c 858.259.4812 I plaaengineering.com PLSA 2235 -02 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY. DRAWN BY.' CHECKED BY.' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0, BAK BAK TGL DESCRIPTION: STATION'ENC -36 °POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE: S • / 6 9 �/ R.C.E. NO.: 80356 /� /u �- SON EXP.: 12131120 REC MMENDE . ED" s J SE OWENS WAR, J. VVIMr CITYE INEE -,6/6/19 � � p ��)1 DATE DATE GRADING PLAN FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL APN. 262 - 160-26 & 27 PLANNING CASE NO: 16 -131 MUP I DR I PMWI CDP 14075 -G PUBLIC WORKS EAST SIDE OF MANCHESTERAVE 0.1 MILE SOUTH OF EL TYLER G LAWSON DATE PLANNING CAMINO REAL INTERSECTION RECORD FROM ROS 18416 ELEVATION* 37521' DATUM: NAVD -88 EDWARD J. VVIMMER DATE CITY ENGINEER REVIEVVER INSPECTOR SHEET 3 OF 21 PLSA 2235 -02 CONSTRUCTION NOTES MATCHLiNE: SEE SHEET 3 0 EXISTING SURVEYMONUMENTTOBE PROTECTED IN PLACE IF MONUMENT IS DISTURBED _) 1 RANDACORNER _ -'- ; - ®� 8�.0 , / 1 ! , . �" � , {{ ` �i � j RE DESTROYED OR RECORD OF SURVEY SHALL BE FED VNTH�� OU BYO f 111.5 FL 8 91.7 TG ''` ( %9 FS _.., i 7651E @LAT f 1 �y , , r �!` } f INSTALL 12 "AREA DRAIN BY NOS ORAPPROVEDEQt1AL m $ 89.91E xl I f,91. TC I 1.• j (.3)IE @MAIN (1f2.61� ( 10645�1C / 91. 1 .7 °� f�0% 104.95 FL �� 1 q� y s { � • \ � � � � � f � ,! �3 INSTALL 98 "X 18" BROOKS BOX (Vl4TH TRAFFIC-RATED GRATED INLET) t,` J 92.0�s ( 13 4 s '' r �� r' \ Ii � 106 C ,' �0h j 3 j i { f 4 INSTALL 24 "X 24" BROOKS BOX WITH TRAFFIC -RATED GRATED INLET) i i o Q `� ivER C.O. J 1.0� . ; . I 2IVDFLOORFF =104.69 >2.Q,r ,.�; T6OlE t _ 10.7 TW J 1 i r ' f ,s 1.0°k �i f 5 INSTALL TYPE F CATCH BASIN PER SDRSD D -07 1 91'.9 BW y.., . 4 104 a TG 1 1ST FLOOR FF = 92.00 ti ,` �' ( (1A1.5TW FG) OIEI 1,010 I ABOVE - GRADER THVW S R C.O. 8. 1 tJMiTOFR00F, r 0 IN �f 6 INSTALL STORM DRAINPIPE 1.0 %MIN. f / r, =-- L62NDFLOOR, MOVE-GRADER SUBGRADE= 89.50 ` _ , I { @ f05. BW / 7 97.8 fE O(JT 'S j T f ABOVE (TYP. 8 ` , ; 76.51 OUT L t 104.7 TW / { i .' O INSTALL 6 "X 16 "PCC FLUSH CURB u i' r° l s1.sBw 1 C. t 111„ r E + j 6 E � EXIST! SEWER H �` � 105.15TC 1 ( t i + 91.BTG lh `� [ 1 1 84.5±HIM f ( ) ® INSTALL 6 "PCC CURB PER SDRSD G -1 i f 104.65 FL I }� p } 1- 92.0 FS ` Q 87.81E a 1 1 (71.51 iE) 91. TG � � 81.3 TG � t � r a ��. , = � >, � � � , IUI 88.5 E 2L g INSTALL 6" PCC CURBAND GUTTER PER SDRSD G -2 v t �0-25-u' J z � �` r� � 91.1 TG l 1 88.6 IE I ( 0 �': s9.31L sf.3 FG sz.o FS 91.5 TC r a5.o� a _( t i r s i i 10 INSTALL PEDESTRIAN CURB RAMP PER SDRSD G -27 TYPE ;4' WITH YELLOW TRUNCATED (110.4 TW�FG) _) 10r2 E&D 6" PVC `S.D.; � 2 91.3 TG 9t 0 FL ( t f �y A j i I DOMES PER SDRSD G -30; SEE SHEET 8 FORADDITIONAL DETAILS 52 8W J 92.O BiY . - I i BEGIIV,8 "fVC S D 488.41E 91.6 TG 1� 114' i ' ` 92 FS 91.1 TG 89 1 11 INSTALL 10' WIDE PCC CROSS GUTTER PER SDRSD G 12 103.7 g _ t'. x Iii t 1 r, 6 l _ 9190 i % ,' 63 51' L _ \ - -. - - -- -- -91 1 TG j 1.3 TG -91.8 ES o L�LN�4 . rs j 2 INSTALL Y WIDE PCC RIBBON GUTTER PER DETAIL SHEET 7 104.8 TC \.. 81E� a F1 1.0% 854�E1 85.21E OU� t t q 1 �2.0 FS INSTALL 5" PCC SIDEWALK PER SDRSD G -7 \ / 4 91.1 TG /! 89.31 2 - r g6 - 9 0% I 1 J / _ -_ t PROPOSED j 14 INSTALL PCC BROWDITCH PER SDRSD D -75 TYPE A'@ 1.0% MIN 104.6 8W 2 �L \ t _ f TRANSFORMER O 1 %� , 1- r,' .., � 1.0°r� a• � % I O , t, t ? i MASONRY RETAINING WALL PER DETAILS 1:371 \° 15 C 08.41E t I z ; �,� {� j, SHEETS �0 -13. �EE SPIFFY 5 FOR WALL KEY MAP A i \ 4 L�, f 3 / .i \ 14 20 °{0 71EINj \ x . .'�. 88.31E 28291E / �r IE OUT{ { j I f O \ / \ r. F _ �, \ / 16 CONSTRUCT 6' TALL, 6" THICK ORCO STANDARD NON RETAINING SITE WALL WITH TRENCH 100. ( (' sl \ \ 164.6 TC 6 \ 99.8Tt } -. 92.0 PS 1 GRFJ2 E I 875 i(N = / FOOTING PER DETAIL SHEET 7 <1 91.37'91.77. • ` i INTE EPTOR` 'u, / fi rr 1 91. 8741 2 9`J861sIk ty �@ G t \ G f Q._ r 8 )I{ t 17 CONSTRUCT SEGMENTAL RETAINING WALL BYGEOGRID PER DETAILS SHEETS 14 -17 l ` t 83.�kiW 1 \ ( ) \ I, 88.21 = L 91 TC 1 8 r 6 R 1 100 91.3 TG ti 81. TF 1 •�po g e 1 I 1 9 FL f,` ? 18 INSTALL 36 "X 36" CAST- IN- PLACEA41ATERPROOF OUTLET STRUCTURE PER DETAIL SHEET 2 \� 92.0 - i I i 87.61E r r S WCUT\ I a - _ _ 91.S 1 1, A ` 92 \ T 0 i q EXISTING f � � 1 � __. i n::. '' 1 � •.... � � � ,' � _ , � l t,l � � j 1, � INSTALL TYPE A' STORM DRAIN GLEANOUT PER SDRSD 0-09 \ l PAVEMENT ��\�\ (1105JV � 1 � � � � wk � i .• 99,5 ;•, r , ,., Q' t s � � r :. , _ _, -� - $FORME ; ,.. °., .w ) } i 91.7 T * . I 20 INSTALL TYPE A'CURB OUTLET PER SDRSD D -25 FROM MODIFIED STORM DRAIN \ 104.3 tE r" 98.9 TG 4 f 871 JL¢f ~ J j (4�/ %' INSTALL 8 1 -fMATE > CLEANOUT,' SEE DETAIL SHEET 2 OF 14075 -1 �4 5 CPS',,._ ` __ J . i. .. ' ' 94 7'1" t t 1 4 _ 89.11E IN ( N / t i3 r 31E1 f 4 gOFg FIRESERVI. ��rr��ri x� r rr rFx,�yr " \ 88.91E OUT' C3 \ s cn 21 INSTALL MODIFIED TYPE A4' STORM DRAIN CLEANOUT,' SEE DETAIL SHEET 2 OF 14075 -1; IE vA A 88.11EOU , ? s : �.i OUT =81.5 V °b 91.7 TG � / MAIN; SEE EET 5 1 { 4� �i8Z91E14t� I 94.5TW1 f� EN EO IDl�1LL ®913 RIM Q - = 92.2 BW I g .8 f;8 BW 10�4�1N 92.0 FS �- '' , W R/ c - 22 INSTALL PEDESTRIAN CURB RAMP PER SDRSD G-31 TYPE'C' WITH YELLOW TRUNCATED 91.7 TG I 875TW �� � .- O 187.8 1E �; ,ii TC 4 r 85.21E OUT 8' t rj / " 870 TWQFG W J DOMES PER SDRSD G30; SEE DETAIL SHEET 8 87,61E 9 92.0 FS \82.5 BW 1 �e �� -- ' = v; k5,7 INSTALL I2 "WIDE TRENCH DRAIN BY NOS ORAPPROVEDEQUAL - 5FL 1 2 1 � � \\`\ . - � �� � 1 ° • ®. b . _� A $ , ®. . ' ° �` ' � 1 f � �- r� e_ e e m ; r /, I r , ; ; %, PROPOSED STREET ;Q � � J �) / 1 � � 24 INSTALL 7" THICK PCC PAVING OVER COMPACTED SUBGRADEAT TRASH BINAND LOADING 1 - 1 s- 9 l , TREE (TYP.); SEE W / STORAGEAREAS PER GEOTECH RECOMMENDATIONS 91,21TW 14075 -I f �% IIN e { d W I= I yp°I j 25 INSTALL 12 " WIDE PCC STRIPADJACENT TO PARKING STALLS 702. T(" a s IY 1 865 OLJT ,a` .v 875 T 4 O t 1 162. FL z ( rte., a 8701W @FG l " it I ' 26 BACKUP GENERATOR 2 >4x fi \ .', -- ° w 825 BW I 923 �% 00 W W ,` W -� I ` r H \^. 81.5 IF PARKING STALLS TO BE DOUBLE -U HAIRPIN STRIPE ( ) STALLS ,.,�_,.,__�.__,- ...... ` t \ n .� \ , .� �, ..,,. --•,- -,.. -�..- x...,�3- •`4�-' 'u" �� '` , i �r 1�. ,I , �• j � � iJ ($ � 3 f \ 27 D 57 S 11 f 1(141 FG 101.5 f j f (% ({ 7yy LOADING INSTALL MODIFIED TYPE C CURB INLET PER SDRSD D -03A, X =4', Y =3', L =10' j 100�8W 100.5 W i' r / l? r Y - a ' 15 w W VV I , i EXISTING EASEMENTS OF RECORD / _ ' r� f f t ( ' EXI�t�,NG ORREYPINE i r N 42 " 63. , ( "'t 1 96.BRIM l �7 ANEASEMENTFOR ROAD, SEWER, V181TER, GAS, POWERAND TELEPHONE LINESAND 1 I" 19 8 7t 8 18 86.5 TG s i + / TO BP,PROTECTED IN J.. Og1 1 IE l (101. TW) .) (9 5 TW @FG) r 91.5 TW @FG 91.5V✓ @FG ' i 81 IE UT 7 INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED FEBRUARY 16, 1966AS / / �' { f 81.61E IN 1 / ) t O s 0 INSTRUMENT NO. 27428 OF OFFICIAL RECORDS. 9 .88W 82 88.0 W FG 86.58 FG 9�JF 1 ... ( @ ,) r.( ) 19 8Z8RIM 81.51E0 T r� it LIM AF COASTAL � � 91.71 f 872 TF 85.8 7E � � w � � � � � 80.9IE 0 SAGE ABITAT TYP. j I f J 82221 €IN 8 5 f { 1 8 AN EASEMENTFOR ROAD, SEWER, WATER, GAS, POWER, TELEPHONELIN €SAND ) ( 82.1 tE OUT 870., q CONNE6T TO EXISTING t 1 i INCIDENTAL PURPOSES IN THE DOCUMENT RECORDEDAPRIL 20, 1977AS INSTRUMENT WATERPROOFC� / Q,-, \ \� \ r 875TGV (0 {? rs1� CCDRIVEWAYANDs NO. 1444920F OFFICIAL RECORDS. \X \ 875 TYV � - _ = $IDEVY4LK, SEE 14075 -I ,,/ % APN: X62=9 0_-121114 t. r 1 \ \ � � , A \ A N 262 -1160- J2 -0b tW 5 TW @FG) - 765.4 TW�i @FG) G vC v SEE CORNER RECORD OF J/ fi/rf 1 Qt7 % -- ; B5 BW @FG ENT 85 0 `+ 10 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT 0 BW@J^G = EXISTING POWER SURVEY T .. .�r�rrr���rrr rr7rr�r a7�r i 4., �� V \ ,POLE °n RECORDED MAY 1, 1989AS INSTRUMENT NO.89 227398 OF OFFICIAL RECORDS. ' I(r� 5 IF 87.5 IF APO E REMOVED + FOR MONUMENTS TO BE t f EXISTING ; v ,9 J EX /STING l �� �� i DISTURBED AND 4 { ! t STRUCTURE J �. + Yr s EXI G PCC CURB, 12 AN EASEMENT FOR ROADAND UTIL17YAND INCIDENTAL PURPOSES IN THE DOCUMENT / T STRUCTURE } ° \ s, ! REMOVED / REPLACED TO REMAIN l \ I t GU� & SIDEVV4L K RECORDED DECEMBER 17, 2002AS INSTRUMENT N0, 2002 - 1151121 OF OFFICIAL TO REMAIN j.� A ` ` \ u- "' a''i DURING CONSTRUCTION �3u TO RECORDS. PLAN VIEW - GRADING PLAN 13 THAT CERTAIN EASEMENT FOR ROADAND UTILITYANDAPPURTENANT TO PARCEL($) 2 OF THE LAND, AS CREATED UNDER CERTAING DOCUMENT RECORDED DECEMBER 17, OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES (CONTD) SCALE: f "= 20' HORIZONTAL 2002AS INSTRUMENT NO.2002- 1151122 OF OFFICIAL RECORDS IS NOT REFLECTED IN THE \ \ - LEGAL DESCRIPTION HEREIN, AS IT WOULD BE OUT BY MERGER IN CONTEMPLATION OF THE PROPOSED TRANSACTION. 12.MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW 21.PIPELINES AND APPURTENANCES SHALL BE DISINFECTED INACCORDANCE WITH SECTION 15041 OF POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER THE OMVVD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM 7 \`\ i l 4"` ` BOXAND LOCATE BEHIND CURB UNLESS OTHERVVISEAPPROVED BYDISTRICTS REPRESENTATIVE. FIRE FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN \ DVYY A' SYA 1, +22.46. HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR THAT SPEC /FICATION. \ 101.22 TQJ I (14.72 FL \v 100.6 FS , NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. h 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK THE 102.5 TC ! FS TRASH ENCLOSURE NOTES 13.INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF 102.0 FL \ \ 1 20% \ SIDE LOT LINE A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR PIPESANDAPPURTENANCES. SI7F*LL PER,, 1. ENCLOSURE SHALL DRAINAND PLUMB TO SANITARY IMPRINTED IN NEW CURBATALL WATER SERVICE CROSSINGS. \ / LIMIT OF F ' 23.CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF \ ` SEPARATE SEWER v v OVE P 14.METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEVYALKS WITHOUT THE DISTRICT'S ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, � \ a0% PERMIT ' r i 7" ICK,PCC PA 2. ENCLOSURE SHALL HAVEAN IMPERVIOUS, PRIOR WRITTEN CONSENT. TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE 7� J G J _ DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF \ \, O��R CD D NON- COMBUSTIBLE ROOF THAT WILL NOTALLOW RAW 15.ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR ACCEPTANCE ITHOUT EXPENSE WHAT SO EVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, \ AR RA .{ V1641ERTO ENTER ENCLOSURE INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S UNUSUALABUSE OR NEGLECT EXCEPTED. \, \ '� r. 100.5 TG; PLUMBYO9 h SIDE OF VMTER METER. \ r MAV4LL P R DETAING \ SANITARYSEVUFR - I ? 3. THE ENCLOSURE SHALL BE lOCKABLEAND LOCKED GRAPHIC SCALE: 1 "= 20' 24.ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY WALL PER DETAILA, \ � -- v I' - v v a .:. l - WHEN NOT IN USE 16.CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO APPROVED INWRITINGBY THE DISTRICT. 100.0 FS t p 102.0TVlL(1b1.5 FG INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. SHEET II ;' ' i ' TVV@ ) ft Son Son Son 25ALL BURIED FITTINGS AND VALVES SHALL BE W4X TAPE WRAPPED IN ACCORDANCE WITH OMWD (104.51W @FG) % 106.75 F 9 IF ' 20 0 20 40 60 17LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE STANDARD SPECIFICATIONS. WHENEVER POSSIBLE. 102.6 BW . n (1aa.4Tw G) -. - ez IMPROVEMENTS IN RIGHT -OF -WAY QROFESS /QN 98.01E - __ 18.FIRE HYDRANTS, AS APPROVED BY THEAPPROPRIATE FIRE DISTRICT AND MEETING 7HE DISTRICT'S \ _ I -__ _ - ' - - SHOWN HEREON ARE FOR o R c I quo! F STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. NEW EASEMENTS OF RECORD 100 6l�lN -} MASONRY RETAINING - -- _- REFERENCE ONLY. REFER TO ` �Z 19.ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT 1❑ EASEMENT FOR PUBLIC PEDESTRIANACCESS GRANTED TO CITYOFENCINITAS PER t I 98.0 t+ " WALL PER DETAIL D, PUBL4C IMPROVEMENT PLAN "' PASCO LARET SU !TER REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTIONANDACCEPTANCE OF THE CHANGE. \ (103.0 TW @FG); 100.75 BW @FG r , , No. 80356 , DOCUMENT# 2019-0192932 RECORDED MAY21, 2019 \ \ SHEET I1 14075 -1 FOR CONSTRUCTION Exp. 12/31/20 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED INACCORDANCEWfTHTH E PROCEDURES INTHE I i 98.07E & ASSOCIATES OMVVD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED 2❑ EASEMENT FOR OPEN SPACE GRANTED TO CITY OF ENCINITAS PER DOCUMENT DETAIL - TRASH ENCLOSURE ST9 CL t IL ��P CIVIL North Highway ID� Ste A. Solana Beach, CA EYEYING WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) ANDAPPURTENANCES. # 2019- 0192932 RECORDED MAY21, 2019 O CA��F� SCALE: 1 "= 5' HORIZONTAL ph 858.259.8212 ft 858.259.4812 phuenglueering.com CHANGE N0, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN BY.' CHECKED BY BAK BAK TGL ENGINEERING DIVISIONAPPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "ENC36"POINT 1038 INT DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED• VED' GRADING PLAN FOR. LOCATION: NE CORNER OF DRAINAGE CURB INLET IN TYLER G LAWSON DATE PUBLIC WORKS DATE: � - Q C _� ...� WESTMONT OF ENCINITAS FAST SIDE OFMANCHESTERAVE 0.1 MILE SOUTH OFEL JES E O NS D R J. W MA 14075 -C CAMINO REAL INTERSECTION PLANNING '1920 S. EL CAMINO REAL R.C.E. NO.: 80356 CITYE LNEE RECORD FROM: ROS 18416 EDWARD J. V✓IMMER DATE REVIEWERf� mow-- 6 /6 (o p 7 APN: 262- 160 -26 & 27 ELEVATION: 37.521' DATUM: NAVO -88 CITYENGINEER INSPECTOR T�RGLAWSON EXP.: 12131120 DATE DATE PLANNING CASE NO: 16- 131MUP /DR /PMW/CDP SHEET4 OF21 EMERGING �m PLSA 2235 -02 N rn U U y N Q y =n y y W o a � N co a�a I I i ll cr If z'<, r.= / ✓ h- -- .pi• N o ,.� : "- m i Iv It, CY f- ?- -- ti - Q fir. - R -- '� - - (�. G:- e� 0 o Zo Q ,! fl y w J : ` fLPAV MF ,< ,_ , tit F¢- p ' cU U €0 C t>- Y ' i _- ..`,. Z CENTCpYBY�. Z � N �O N �O o Ar -__.. � ' U 2 t,.J,., , �7 ,n\ r` > 4 "-'T k W YY ----- =!- , _. k � ` , .. GAt ''9?„ J r \: W °-- Vf ��w W " T_ l = NCO Zv�o Zrno xy� j �J...# i t ly n,' J O �, - t J t m 1, W ---- =- Wi .,. -'�-`� NYON DRIVE . _ L ,z- , �i`�= __ � �" : N 2 W 40' . -' a• r „'J ,, ;. � ! i L g- - LU tn 1 +pIJ, i �W CYN CL 5 +I0', ='. �. ' 2+ L UX CANYON �, 4+ i ` 4 N x ECR STA56 +5181 ( p m �s DRIVE _ s N j r _ € " t_ v � ter' J " x , Y t J T€ S T E D A' STA 10+8011- 1.pi.T,'�"' „re ,r a r I ,� ,€ >-•- -r Nr l BE IN V1ALL J R€R SHEET 1 „ W J J i La e � L i € ;/I N an , t N m PROPOSED FIRE ft •2 , '� u3�;,;' � �, s ( / z ? a~i y J HYDRANT(TYP.) .,. O� �? �. _ _'' ,W PRO )04 IRE 1 J � „ . HYDRANT PROPOSED ;''* / = I € t ° PRIVATE 6" 13; z WATER MAIN STA 10 +$9,2 -33.0 Rr w .' X'ING 12" S.D. & 6" BEGIN WALL C PE RR SHEtT:T1 - -- ,f ) i x ° ` ` _ ECR ST�156 +04. 4 1 it 85.51E 12" SD y G I ,4T EN�I WALL H� , _ I 84.0 TP $" WALL G PER SH 11 ! t I >, a EN06 "PVCS.q; 1 € x < =: AP . `1602500 "/ 1 r sl ! BEGIN8 "PVCS.D. o ( DWY A STA 10+90.1 -40.2' DOWNSTREAM tip t LT,' BEGIN WALL L PER DWY STA 11 +' u SHEET 12 ---- Q ^ I} ;. , r;' +` I ✓ W LLC /B INWALLB 1 a 1' j I ?` 4J. { ct t „, � �'! I I � _.., DWYA'STA1 +90.6 -39.T e I � i X'� ! I +; P�R SHEET 11 � ` , ( 0 } ; � �.;` °'. j LT END GE; � O, GRID WALL , J CENTEalI EOF COURTYARD PER 14 -17 , j _ ILiL N DRI 7,Y A' - CENIERL* 0F ' I, I , �t 1 EL CAM P%O jEAL , q • � s I � :':': I PROPOSED. � 1 . PRIVATE iu : WET f 4G ht R MA < f E n} � y , , I ;I PROPOSED � { € t STRUCTURE I. I I ( ., t r V S 9 7 .f - r , I' S, -f. PARCEL 1 AP R �, s r2 00; ;END 6 "PVC O.D." , l I , t 3 '\\ `1a � . j � � �' i ri � E, � f t , x + � APN262- 160 -27 -00 BEGINS PV�SD. `' 'r' -�� � ' t ?'` t' , v '�'j �:C.�. �. -I+ i� �*-'m ee , rr I I , k.i r> . DOW1Vs , , ' CENTERLIAIE Df' r i , DRIVEWAY:A , " ; , � - :' = '• ' •. ? END 6P PVC S.D.; t .: \ ' h SEG 8 -PVC S PROPOSECD FIRE ::.. y.,. ', t • \ ;, „ f DOWNS EAM HYDRAN TYP. $ ) ti l OR. DPOS ED FIRE , \ _ T -�" Z k. S of w` ,ta,s 4 r BEGIN - PVC SD. j r � HYDRANT(TYP) r l p l e I` IS t \ I I X If v 1z jj Lim / v r . J \ \ •'! ,i t .s. x' a�'` s, --t. >` r::� `� 1 ' ii `7 rir� -, �; � ` �'i` r:' jT 1 r , r 1\ t� U 4 f L% \ 4 I,- c, s.. � U' ¢ W ¢ e_ ✓! ._ _ n t r r \ jib �\ `'113 +}�g�35.1�kT a \,�\ � <!(rMLL D.\• ' 4 y�;� ,:. ', :y' r ! - ~ C� °/ I ,r.,., ,,�r - ^y; }\ � , t+� i ` `P , � I 11 : K p 4. { , t I e uj ,., :ay )`�,.\ \ , \' ,. '"�, \ �. \l.. •. \ : A .a "' .>- '.ir. �• n� r J �_,.: , __„ / / / u'! \\ CENTERLINE DATA TABLE (LUX CANYON DRIVE) NO. DELTA /BEARING LENGTH RADIUS REMARKS L1 N89 °20'12 "W 425,43' DWY A' STA 11 +04.5 CENTERLINE CENTERLINE DATA TABLE (DRIVEWAY Al) N0. DELTA /BEARING LENGTH RADIUS REMARKS L2 S 00° 39'48" W 200.03' DWY A' STA 11 +04.5 CENTERLINE ©1 A = 36° 00'00" 70.37 1120' CENTERLINE L3 N35 °20'12 "W 38.97' - CENTERLINE ©2 A =54 °00'00" 130.06' 138.0' CENTERLINE L4 N89 °20' 12 "W 44.22' DETAIL A, SHEET 11 CENTERLINE C3 A= 90'00'00" 133.52' 85.0' CENTERLINE LS S00 °39'48 "W 269.27 - CENIERlINE RETAINING WALL DATA TABLE N0. BEGINSTATION/ STREETNAME ENDSTATION/ STREETNAME LENGTH WALL DETAIL/ SHEETNUMBER RAILING"' 1 DWY A' STA 10 +79,2 DWY A' STA 11 +04.5 253' DETAIL C, SHEET 11 NONE 2 DWY A STA 11 +04.5 DWY A' STA 13 +16.9 235.8' DETAIL B, SHEET 11 NONE 3 DWY A' STA 13 +16.9 DWY A' STA 13 +29.9 21.2' DETAIL D, SHEET 11 NONE 4 DWY A' STA 13 +29.9 DWY A' STA 14 +51.1 1375' DETAIL A, SHEET 11 NONE 5 DWY A' STA 14 +51.1 DWY A' STA 15 +19.1 775' DETAIL E SHEET 11 NONE 6 DWY A' STA 15 +19.1 ECR STA 52 +855 71.V DETAIL F, SHEET 11 NONE 7 ECR STA 56 +04.6 ECR STA 52 +94.2 775' DETAIL G, SHEET 11 NONE 8 DWY A' STA 15 +19.0 ECR STA 56 +04.6 375.0' DETAIL H, SHEET 11 TYPE 1 9 DWY A' STA 14 +54.6 DWY A' STA 10 +90.6 349.8' GEOGRID SHEETS 14 -17 TYPE 2 10 DWY A' STA 10 +80.1 LUX CYN STA 1 +64.8 877' DETAIL J, SHEET 11 TYPE 1 11 DWY A' STA 10 +90.1 LUX CYN STA 1 +65.0 110.5' DETAIL L, SHEET 12 NONE 12 LUX CYN STA 1 +65.0 LUX CYN STA2 +173 52.8' DETAIL M, SHEET 12 TYPE 3 13 LUX CYN STA2 +17.3 LUX CYN STA 2 +43.2 329' DETAIL N, SHEET 12 TYPE 3 14 LUX CYN STA2 +431 LUX CYN STA2 +93.8 53.9' DETAIL P, SHEET 12 TYPE 3 15 LUX CYN STA 2 +93.8 LUX CYN STA 3 +61.5 678' DETAIL K, SHEET 12 TYPE 3 xx RAILING TYPE 1: 42 TALL FENCEATTACHED TO TOP OF RETAINING WALL RAILING TYPE 2: 42" TALL FENCE L OCATED ADJA CEN T TO RETAINING WALL @ TW RAILING TYPE 3:42" TALL CONCRETE VALLABOVE TW @FG BUILT INTO RETAINING WALL "NOTE.'ALL PEDESTRIAN GUARDRAILS TO BE 42" UNLESS OTHERWISE NOTED. PRECISE GRADING PLAN SHOWS GUARDRAILAPPLICABILITYAND LOCATION ONLY,' REFER TO SEPARATEARCHITECTURAL DRAWINGS FOR GUARDRAIL MATERIAL, COLOR, FINISH, ETC. PRIVATE STORM DRAIN DATA TABLE NO. DELTA /BEARING LENGTH RADIUS REMARKS 1 L1 36.73' S0 °40'14 "W 98.66' © 18 "PVCSDR35S.D. 11.63' L2 6" PVC CLASS 305 WM S17 °25'24 "E 59,53' 23.25' 18 "PVCSDR35S.D. 6" PVC CLASS 305 VW L3 q S 37° 5T 31 "E 72.29' - 18 "PVC SDR-35 S.D. L4 S 45° 39' 48" E S 620 44'43" E 50.88' 6 "PVC CLASS 305 WM 18 0PVC SDR -35 S.D. L5 210.29' S 87' 33'35" E 46.04' 18" PVC SDR -35 S.D. L6 - S 81 ° 50'31 "E 76.65' S23 °09'49 "W 18 "PVC SDR -35 S.D. - L7 S310 11'23"E 1.92' - 98 "3VCSDR- 35S.D. LB S69 °55'49 "E 81.17' - 18 "PVCSDR35S.D. L9 59.10' S52-36 17-E 71.10' - 18 "PVC SOR-35 S.D. 112.12' 1 S 85° 42' 55" E 153.44' - 18 "PVC SDR35 S.D. 11 S 89° 50' 37" E 51.50' - 18 "PVC SDR35 S.D. 1 S 89° 20' 10" E 3.42' - 18 "PVC SDR -35 S.D. 0 PRIVATE WATER SERVICE DATA TABLE NO. DELTA /BEARING LENGTH RADIUS REMARKS 1 N 89° 20' 12" W 36.73' - 6" PVC CLASS 305 WM © N 0' 39' 48" E 11.63' - 6" PVC CLASS 305 WM © N44 °20' 12 "W 23.25' - 6" PVC CLASS 305 VW q N 89 °20' 12 "W 241.12' - 6" PVC CLASS 305 VIM S 45° 39' 48" E 22.13' - 6 "PVC CLASS 305 WM S 0° 39' 48" W 210.29' - 6 0PVC CLASS 305 WM S D° 39 48 W 250.97 - 6 „ PVC CLASS 305 tMN ® S23 °09'49 "W 41,11' - 6 "PVC CLASS 305VVM N 68° 09' 49" W 56.74' - 6" PVC CLASS 305 WM ® N89 °20'11 "W 83,84' - 6 "PVC CLASS 305 V N66 050'11 "W 59.10' 6 "PVC CLASS 305 V © N3504721"W 112.12' 6 "PVCCLASS305VUM LEGEND LOT LINE LINE SEGMENT 9 CURVE SEGMENT C1 DETAIL # PER GRADING PLAN A SHEET # PER GRADING PLAN 11 6" PVC STORM DRAIN (UNLESS OTHERWISE NOTED) 18" PVC STORM DRAIN •,.,.\ \. \ > ^ 7 - , i \....^ 't .Ad �, Y. '� I n �/•• � t i / 1 \ Eli \ , t r EryRSTA52 +94.2 (,)r , \'t \� a'1 �.• / ery - _.. i , Y;r \ W II EXISTING EASEMENTS 0 RECORD �N,/.. � L�ENDWALLG)�,; < / I G/-1 E F .. = r ,I, #�✓ ; SHEET,1; SEWER AN EASEMENT FOR ROAD WATER GAS POVIERAND TELEPHONE LINESAND 1 ' \ _ ' , >. =' " _ ' ` _ INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED FEBRUARY 16, 1966AS f.._... -.., 1. -. ',, ,. -� �... tr, t �� ? :} ,Y :. `-= ..�,...:.,n, _.,,. •.-._• ., >3 ; MENT N0.27428 OF OFFICIAL RECORDS. ' L7 ��'�' -t _ ,. NSTRU I. 'r; .t ? 1I r.'r r, /i r /� f''. t ,` € ; t'i ; �"" .........,• `�' d,;... �, ', '1 W r--` W;' '- �' ; °,.- ;£._ ; I s� ® AN EASEMENT FOR ROAD, SEWER, WATER, GAS, POWER, TELEPHONE LINESAND r" ./ _ -I `" %' ) INCIDENTAL PURPOSES IN THE DOCUMENT RECORDEDAPRIL 20, t 977AS INSTRUMENT " 89 °14'26 "W 363.09'. G� j. / NO 144492 OF OFFICIAL i" < : � <? i ,, CIAL RECORDS. h 1( c i Jj - -" ' , i W L11 ' O�: ` � ! j . •�'3� , 4, AN EASEMENT FOR PUBLIC UTILITIESAND INCIDENTAL PURPOSES IN THE DOCUMENT i RECORDED 1989ASINSTRUMENTNO.89- 227395 OF OFFICIAL RECORDS. , t,! lri '`" �' •�-_; ( ,,t •�,',`r, ' , St° _ }; I' 12 AN EASEMENT FOR ROADAND UTILITYAND INCIDENTAL PURPOSES IN THE DOCUMENT 7 0 '"rr,� arras : , , r". '1, i C ` `<eu _ - vi W W W ;%v�' >'1 , , ,, + Lu ✓' j ; O *' t., / ;, tih.7 i r•';'> :' r, rr 7 l N N >, G PRO} / j o �z br hPARCEL 1 �q °, W F m w {1i w / ,�! ,, , j RECORDED DECEMBER 17, 2002AS INSTRUMENT NO.2002- 11511210FOFFICIAL APN. -1 2 -00 _ x x ;' i _- t �+,� -J+ W 11R58 58 0 0! .°+� J y Im v) .,y,;> }} §d` j en e ` 7 ; RECORDS. 2s2 sal �� gg \�] {/ GRAPHIC SCALE 1 " 30' iY 5 a r 1 j% t ' € �:,\ '•,a.. \ �\ i �` w W^- i,,,�t l' ��„u,: Ve~j u€ Wi X (� to n,' t'..ir ',,.'lam, a R _. `;:3"F '` `ij Ue�-ia i '' f ,, T``'.; I-• t 1 m Z , , \ \ 2 ¢ W 13 THAT CERTAIN EASEMENT FOR ROADAND UTILITYANDAPPURTENANT TO PARCELS) 2 rf i r Ip §Jt ,_ k xr- ,. <.< < a <. ; „j .. W +..'" ..y ; , ^" '. i'! W k, rt :_:`1 °_ ;s- 4�tr\x;:.�-:t_- .u`:_`: „x- 'au<..,_``. <F' 1 \ CST 'i p -I v� p: �I \vf b '\.. i O 30 0 30 60 90 j / / ; f ¢ "' E e W Q, If z z - z - ;,€ OFTHE LAND, AS CREATED UNDER CERTAING DOCUMENT RECORDED DECEMBER 17, I j` I r' ! ` y-,'' n ,\., y° R F ` i W ¢ Q W Q� �t < / `\� I ` h= � '^ `� !' ti 5 I � ( � �€ 2002AS INSTRUMENT NO 2002-1151122 OF OFFICIAL RECORDS IS NOT REFLECTED IN THE y p d n O i l t .j c, ` , \ \ \ S . ; I . LEGAL DESCRIPTION HEREIN, AS IT WOULD BE OUT BY MERGER IN CONTEMPLATION OF * x tni e Itnr cn -'', THE PROPOSED TRANSACTION. � ; ___ ___ QRpFESS /ON PLAN VIEW - HORIZONTAL CONTROL PLAN SCALE: 1 '= 30' Cl) m ExNo18( /20 A PASCO CARET SUITER { M & ASSOCIATES ST CI V'� \P CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 1, CAS \4�� 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 I fx 858.259.4812 1 plaaengiaeering.com TGL CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Br.' DRAwNer.' CHECKED BY BAK W ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "ENC -36" POINT 1038 WT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: VE HORIZONTAL CONTROL PLAN FOR: LOCATION: NE CORNER OF DRAINAGE CURB INLET IN TYLER GLAWSON DATE PUBLIC WORKS DATE 011P s=hy WESTMONT OF ENCINITAS EAST SIDE OF MANCHESTERAVE, 0.1 MILE SOUTH OF EL JES OWENS DWARD J. WIM 14075 -G CAMINO REAL INTERSECTION PLANNING 1920 S. EL CAMI NO REAL �J R.C.E. NO.: 80356 CITY /NE R RECORD FROM: ROS 18416 EDWARD) VbIMMER DATE REVIEWER �1L-141- /�a-� f p' p APN: 262- 160 -26 & 27 ELEVATION 37.521' DATUM: NAVD 88 CITY ENGINEER INSPECTOR TY R G LAWSON EXA: 12131120 DATE ITFI If PLANNING CASE NO: 16 -131 MUP I DR I PMWI CDP SHEETS OF 21 PLSA 2235 -02 N rn U U ai on 00 to N In Q y h w�+€� y y N W o N U 2 h aha f r k PV( STA = 10 +40.00 I t PV1 El N LVC I + 116 1.Q0% _4�F PV1 STA 3+00.00 ' ry.o o PVI EL; 98,50 to CO CO + - - - -- . s s L U Z O o o N Go -! 100__ -Q mi.- - a s' 1 { I t - C k PV( STA = 10 +40.00 2A% m R/ too ;PUI STAB -, PIi Elj = LLl CL '\ MAIN PV1 El LVC .. 1.Q0% _4�F PV1 STA 3+00.00 ' ry.o o PVI EL; 98,50 to CO CO + - - - -- . s s L L- ;34.9$' O O o o N Go -! 't 4 Ac C'? m mi.- m a s' 2A% m R/ too ;PUI STAB -, PIi Elj = LLl CL '\ MAIN Ck ry k 0 h h m o 0 .% _ 116% EXISTING GRADER€ x I lll4 � 4 AM- 1141 , ^ : CENTERLINE OF ROAD L 1.44. NCURB -8 % .- . _.. 1575 I 1 3 o m N ❑ o pj o ¢ LL i - -ry4 J1 R ¢ ., _._._.. . __ __. • _ ._ _ rt . > TOP OF 6" PVC - v ti PRIVATE WATER - .. MAIN' UM o m i t i SCALE. ORIZC k , I C ; PVI STA = 10 +g0 00 11.20% PVI EL ,108;97 _ _ _ -- _ LVC = 40.0' - 11.20% �PVISTA =11+8Q0 °o a PVI EL =105.13'' I 3 15.3'5.3' 1 r R ®AD PROFILES SCALE: HORIZONTAL 1 " =10' VERTICAL 1 " =8' No. 80356 Exp. 12/31/20 & ASSOCIAT CIVIL ENGINEERING + LAND PLANNING + LAND SURVEI 535 North Highway 101, Ste A, Solana Beach, CA 93 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering. ■ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: B K BAK TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. _ DESCRIPTION: STATION "ENC -36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: O ROAD PROFILES FOR: LOCATION: NE CORNER OF DRAINAGE CURB 1 PUBLIC WORKS DATE: `7� /S'lf' , WESTMONT OF ENCINITAS 14 ®�� -G INLET IN EAST SIDE OF MANCHESTER AVE, 0.7- . TYLER G LAWSON DATE s— MILE SOUTH OF EL CAMINO REAL INTERSECTION PLANNING y R.C.E. NO.: 80356 JES E OWENS EDWARD J. MER 1920 S. EL CAMINO REAL RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER CITYeE IRO APN: 262 - 160 -26 & -27 -00 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER INSPECTOR TYLER G LAWSON EXp.: 12/31/20 _,64111.1 DATE DATE PLANNING CASE NO: 16 -131 MUP / DR / PMW 1 CDP SHEET 6 OF 21 PLEA 2235 -02 PV1 STA 3+00.00 PVI EL; 98,50 - - - -- . s s L L- ;34.9$' O ON CURB + - - C ❑ o pj o ¢ LL i - -ry4 J1 R ¢ ., _._._.. . __ __. • _ ._ _ rt . > TOP OF 6" PVC - v ti PRIVATE WATER - .. MAIN' UM o m i t i SCALE. ORIZC k , I C ; PVI STA = 10 +g0 00 11.20% PVI EL ,108;97 _ _ _ -- _ LVC = 40.0' - 11.20% �PVISTA =11+8Q0 °o a PVI EL =105.13'' I 3 15.3'5.3' 1 r R ®AD PROFILES SCALE: HORIZONTAL 1 " =10' VERTICAL 1 " =8' No. 80356 Exp. 12/31/20 & ASSOCIAT CIVIL ENGINEERING + LAND PLANNING + LAND SURVEI 535 North Highway 101, Ste A, Solana Beach, CA 93 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering. ■ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: B K BAK TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. _ DESCRIPTION: STATION "ENC -36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: O ROAD PROFILES FOR: LOCATION: NE CORNER OF DRAINAGE CURB 1 PUBLIC WORKS DATE: `7� /S'lf' , WESTMONT OF ENCINITAS 14 ®�� -G INLET IN EAST SIDE OF MANCHESTER AVE, 0.7- . TYLER G LAWSON DATE s— MILE SOUTH OF EL CAMINO REAL INTERSECTION PLANNING y R.C.E. NO.: 80356 JES E OWENS EDWARD J. MER 1920 S. EL CAMINO REAL RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER CITYeE IRO APN: 262 - 160 -26 & -27 -00 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER INSPECTOR TYLER G LAWSON EXp.: 12/31/20 _,64111.1 DATE DATE PLANNING CASE NO: 16 -131 MUP / DR / PMW 1 CDP SHEET 6 OF 21 PLEA 2235 -02 11.20% PVI EL ,108;97 _ _ _ -- _ LVC = 40.0' - 11.20% �PVISTA =11+8Q0 °o a PVI EL =105.13'' I 3 15.3'5.3' 1 r R ®AD PROFILES SCALE: HORIZONTAL 1 " =10' VERTICAL 1 " =8' No. 80356 Exp. 12/31/20 & ASSOCIAT CIVIL ENGINEERING + LAND PLANNING + LAND SURVEI 535 North Highway 101, Ste A, Solana Beach, CA 93 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering. ■ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: B K BAK TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. _ DESCRIPTION: STATION "ENC -36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: O ROAD PROFILES FOR: LOCATION: NE CORNER OF DRAINAGE CURB 1 PUBLIC WORKS DATE: `7� /S'lf' , WESTMONT OF ENCINITAS 14 ®�� -G INLET IN EAST SIDE OF MANCHESTER AVE, 0.7- . TYLER G LAWSON DATE s— MILE SOUTH OF EL CAMINO REAL INTERSECTION PLANNING y R.C.E. NO.: 80356 JES E OWENS EDWARD J. MER 1920 S. EL CAMINO REAL RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER CITYeE IRO APN: 262 - 160 -26 & -27 -00 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER INSPECTOR TYLER G LAWSON EXp.: 12/31/20 _,64111.1 DATE DATE PLANNING CASE NO: 16 -131 MUP / DR / PMW 1 CDP SHEET 6 OF 21 PLEA 2235 -02 PLEA 2235 -02 APN: 262- 160 -25 -01 CONSTRUCT BROW PCC- -1 DITCH PER SDRSD D-75 TYPE A' TEMPORARY 1:1 CUT SLOPE TO INSTALL RETAINING WALL CONSTRUCT MASONRY RETAINING WALL PER DETAIL A SHEET 11 -10.0' TO CURB FACE 6.0' TO BACK WALL INSTALL F TALL, 6" ORCO STANDARD CMU NON- RETAINING SITE WALL; SEE DETAIL THIS SHEET TW =1127 EXISTING TW @FG =1123 GRADE BW @FG =106.3 DRIVEWAY A' 7fnx- TF-104.0 -33' - C01YSTRUCT6 "PCC CURB PER SDRSD G -1 SECTION A -A NOT TO SCALE i INSTALL 4 "AC PAVING OVER 6" CLASS 11 AB OR PER GEOTECH RECOMMENDATION 42" HANDRAIL ON TOP OF RETAINING WALL; DRIVEWAY A' TC =90.94 TR =950 FL -90.44 x _ TW =915 1.0% TW@FG =91.0 INSTALL 4 "AC PAVING OVER 6" CLASS II AB OR PER GEOTECH RECOMMENDATION CONSTRUCTPCC CURB & GUTTER PER SDRSD G -2 9 4.270 6.0' TVl! @FW 42" TALL SAFETY RAILING BEHIND WALL; SEE DETAIL G SHEET 17,' DRIVEWAY A' *SEE SEPARATEARCH PLAN FOR TC =106.3 MATERIAL, FINISH, ETC. _ FS =105.8 x EXISTING 1.0% �0 GRADE ° - - - - TW =106.4 " I / - BW =92.0 MASONRY RETAINING WALL J SHOWN HEREON FOR TF =81.5 REFERENCE ONLY, REFER TO SHEET 11 FOR DETAIL -14.9' TO CURB FACE 104' TO FACE 4.5' TO CURB K I FACE MASONRY RETAINING WALL SHOWN HEREON FOR REFERENCE ONLY; REFER TO SHEET 11 FOR DETAIL SECTION C -C NOT TO SCALE 24.0' DRIVEAISLE SECTION B -B NOT TO SCALE R 2.0' TO FACE WALL EL CAMINO REAL ROW EXISTING GRADE 20% - - - 1 TF 8f.5 _ CONSTRUCT ROADSIDE CONSTRUCT 4" PCC BIORETENTION BASIN PER SIDEWALK PER DETAILSHEET2, 14075 -1 SDRSD G -7 4.5' SDWK TW =103.2 NOT TO SCALE ORCO STANDARD 6` -- `r °. iU SITE WALLS W1 TRENCH FOOTING TW @FG =1026 CONSTRUCT 4" THICK PCC SIDEWALK _ BW @FG =96.6 EXISTING PER SDRSD G -7; RETURN PCC TO ENGINEERING DIVISION APPROVALS 42 "TALL SAFETY RAILING BEHIND DRAWING NO. MATCHADJ. TC ELEV. AS NECESSARY BAK WALL; SEE DETAIL G SHEET 17,, GRADE TW FG =106.5 LUX CANYON DR. DRIVE APN: 262- 160 -25 -01 TEMPORARY 1:1 CUT SEE SEPARATEARCH PLAN FOR DATE CONSTRUCTPCC SLOPE TO INSTALL MATERIAL, FINISH, ETC TC =96.5 CURB & GUTTER RETAINING WALL ENDAC SPILLWAYAND BEGIN P C FL=96.0 2'0% CONSTRUCTMASONRY�•�_ aL SEGMENTAL RETAINING - -- _ TC= 116.3; FL= 115.8 ti WALL SHOWN HEREON FOR ZO% _ ° RETAINING WALL PER REFERENCE ONLY, REFER ? a 2.0% i TG-1151 � I DETAIL A SHEET 11 _g FROM 12- TRENCH ° 2. CONCRETE FOR FOOTINGS@ ALL 5E 1 PART CEMENT '10 2 -112 PARTS CONSTRUCTPCC DRAIN TO BROW DITCH 60' LIMITS 20 %- WALL; EXTERIOR - 12 "x24 "PCC CUTOFF OF GEOGRiD , FINISHING, ETC PER TRANSFORMER WALL; BEGIN PCC TF =95.2 - &'4 - DROP -tN BAR 9i7 "{3JC C 150 TYPE. Lt(V. FC - 2500.a5I CONSTRUCT6 "PCC BROW DITCH; IE =115.2 CURB PER SDRSD G -1 SHOWN HEREON FOR INSTALL 4 "AC PAVING OVER 6" - - CLASS II AS OR PER GEOTECH FF =9200 RECOMMENDATION MASONRY RETAINING WALL SHOWN HEREON FOR REFERENCE ONLY; REFER TO SHEET 11 FOR DETAIL SECTION C -C NOT TO SCALE 24.0' DRIVEAISLE SECTION B -B NOT TO SCALE R 2.0' TO FACE WALL EL CAMINO REAL ROW EXISTING GRADE 20% - - - 1 TF 8f.5 _ CONSTRUCT ROADSIDE CONSTRUCT 4" PCC BIORETENTION BASIN PER SIDEWALK PER DETAILSHEET2, 14075 -1 SDRSD G -7 4.5' SDWK NOT TO SCALE 2ND FLOOR FF- I0419 -- _ 1ST FLOOR CONSTRUCT PCC WALKWAY 12" TRENCH DRAIN BY DRIVEWAY A' NOT TO SCALE ORCO STANDARD 6` -- `r °. iU SITE WALLS W1 TRENCH FOOTING NOS OR EQUAL CONSTRUCT 4" THICK PCC SIDEWALK AS- BUILTAPPROVALS FOR 110 MPH 3 SEC., GUST@ EXP C EXISTING PER SDRSD G -7; RETURN PCC TO ENGINEERING DIVISION APPROVALS 42 "TALL SAFETY RAILING BEHIND DRAWING NO. MATCHADJ. TC ELEV. AS NECESSARY BAK WALL; SEE DETAIL G SHEET 17,, GRADE TW FG =106.5 LUX CANYON DR. DRIVE APN: 262- 160 -25 -01 SEE SEPARATEARCH PLAN FOR DATE CONSTRUCTPCC FL= 105.91 MATERIAL, FINISH, ETC TC =96.5 CURB & GUTTER ENDAC SPILLWAYAND BEGIN P C FL=96.0 PER SDRSD G -2 Lf CURB & GUTTER PER SDRSD G- SEGMENTAL RETAINING - -- _ TC= 116.3; FL= 115.8 WALL SHOWN HEREON FOR ZO% - 20% ° " REFERENCE ONLY, REFER AC BERM a 2.0% i TG-1151 � I TO SHEET 16 FOR DETAIL ! IE =115.4 FROM 12- TRENCH I 2. CONCRETE FOR FOOTINGS@ ALL 5E 1 PART CEMENT '10 2 -112 PARTS CONSTRUCTPCC DRAIN TO BROW DITCH 60' LIMITS 20 %- WALL; EXTERIOR - 12 "x24 "PCC CUTOFF OF GEOGRiD , FINISHING, ETC PER TRANSFORMER WALL; BEGIN PCC SEPARATEARCH PLANS - &'4 - DROP -tN BAR 9i7 "{3JC C 150 TYPE. Lt(V. FC - 2500.a5I CONCRETE RETAINING WALL BROW DITCH; IE =115.2 SHOWN HEREON FOR 1ST FLOOR - - REFERENCE ONLY,' REFER TO FF =9200 - SHEET 12 FOR DETAIL ' D-75 PCC INSTALL 18" INSTALL 6" RCO STANDARD BROW DITCH PRIVATE PVC PRIVATE PVC FIRE INSTALL 18" PRIVATE ACHS1TtE 'F CONTROL ITGS LOCATED. EWAU STORM DRAIN PIPE SERVICE LINE PVC STORM DRAINPIPE TYPICAL DETAIL - SECTION D -D NOT TO SCALE 2ND FLOOR FF- I0419 -- _ 1ST FLOOR CONSTRUCT PCC WALKWAY 12" TRENCH DRAIN BY CHANGENO. NOT TO SCALE ORCO STANDARD 6` -- `r °. iU SITE WALLS W1 TRENCH FOOTING NOS OR EQUAL 42" TALL 8 "THICK AS- BUILTAPPROVALS FOR 110 MPH 3 SEC., GUST@ EXP C PROPERTY CHECKED BY ENGINEERING DIVISION APPROVALS LU CANYON CENTERLINE OF LUX DRAWING NO. f0.9' TO FACE WALL BAK CANYON DRIVE LINE TW FG =106.5 LUX CANYON DR. DRIVE APN: 262- 160 -25 -01 TC= 106.41 DATE PLANS PREPARED UNDER SUPERVISION OF DATE: /J �f R.C.E. NO.: 80356 TY R G LAWSON EXp: 12131120 FL= 105.91 LUX STA 0 +82.23 5.67' HT LUX STA0 +74.57 6.00'RT I ENDAC SPILLWAYAND BEGIN P C MATCH TO EXISTING AC 2ND FLOOR Lf CURB & GUTTER PER SDRSD G- BERM; (TC= 116.9) (FL= 116.4) TC= 116.3; FL= 115.8 EAST SIDE OF MANCHESTER AVE, 0. I MILE SOUTH OF EL PLANNING OPTIONAL WALL CAP GEFBERAL AY m7 4 C: ONCRErEBLDaSHALLCON !-WtTOASTMC90. WEDGELOCK ° EXISTING, AC BERM CAMINO REAL INTERSECTION i TG-1151 � I 6 "PVC DRAIN PIPE ! IE =115.4 FROM 12- TRENCH I 2. CONCRETE FOR FOOTINGS@ ALL 5E 1 PART CEMENT '10 2 -112 PARTS CONSTRUCTPCC DRAIN TO BROW DITCH CURB &GUTTER WALL; EXTERIOR - 12 "x24 "PCC CUTOFF PER SDRSD G -2 FINISHING, ETC PER TRANSFORMER WALL; BEGIN PCC SEPARATEARCH PLANS - &'4 - DROP -tN BAR 9i7 "{3JC C 150 TYPE. Lt(V. FC - 2500.a5I CONCRETE RETAINING WALL BROW DITCH; IE =115.2 SHOWN HEREON FOR 1ST FLOOR - - REFERENCE ONLY,' REFER TO FF =9200 - SHEET 12 FOR DETAIL D-75 PCC RCO STANDARD BROW DITCH NON- RETAINING SITE W L; ACHS1TtE 'F CONTROL ITGS LOCATED. EWAU SEE DETAIL THIS SHE TYPICAL DETAIL - TRENCH DRAIN TO PCC BROW DITCH R 2.0' TO BACK WALL APN: 262- 160 -25 -01 I a TEMPORARY 1:1 CUT 1W - S ( � SLOPE TO INSTALL 1 RETAINING WALL b CONSTRUCT MASONRY TF =81.5 RETAINING WALL PER DETAIL F SHEET 11 NOT TO SCALE 23.4' TW @FG =91.0 BW @FG =85.0 42" HANDRAIL ON TOP OF RETAINING WALL; TR =950 X DRIVEWAY A' TW =875 ` (TW @FG =85.8) BIOFILTRATION BASIN INSTALL 9 "AC PAVING OVER BW @FG =850 PER DETAIL SHEET 2 i, 60 CLASS II AS OR PER FG =85.0 GEOTECH RECOMMENDATION CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G -2 18" PRIVATE PVC STORM DRAIN TO TF =81.5 V CONSTRUCT MASONRY CONVEY OFFSITE FLOW RETAINING WALL PER DETAIL H SHEET 11 SECTION F -F NOT TO SCALE 14.2' 8.6' TO FC �-r - - - - BUILDING/ SITE WALL SHOWN BUILDING/ SITE WALL SHOWN I I FOR REFERENCE ONLY PER FOR REFERENCE ONLY, PER I SEPARATE PERMIT SEPARATE PERMIT 104.0 TW I EXISTING (103.8 TW @FG) (104.1 FG) --\7 - - - - GRADE 100.7 BW @FG - - TC =101.9 _ COVERED TRASH I I FL =101.4 ENCLOSURE ;SEE ' DETAIL SHEET 4 21. TEMPORARY 1:1 CUT SLOPE TO INSTALL RETAINING WALL GRAVEL BACKFILL AND DRAINAGE o. j PER SDRSD 0A8 CONSTRUCT MASONRY RETAINING WALL PER DETAIL A SHEET 11 7" THICK PCC PAVING TF =98.0 OVER COMPACTED SUBGRADE SECTION G -G NOT TO SCALE CHANGENO. NOT TO SCALE ORCO STANDARD 6` -- `r °. iU SITE WALLS W1 TRENCH FOOTING DATE 42" TALL 8 "THICK AS- BUILTAPPROVALS FOR 110 MPH 3 SEC., GUST@ EXP C CONCRETE GUARDRAIL; CHECKED BY ENGINEERING DIVISION APPROVALS TW =110.0 DRAWING NO. f0.9' TO FACE WALL BAK t. ALLOWABLESO/L BEARING PRESSURE- 7500 ?Sf. TW FG =106.5 LUX CANYON DR. 2, EQUIVALENTRUID PIiESSI(RE= 45 PCT;. BW @FG =93.6 TC= 106.41 DATE PLANS PREPARED UNDER SUPERVISION OF DATE: /J �f R.C.E. NO.: 80356 TY R G LAWSON EXp: 12131120 FL= 105.91 4 CR NiTS7RERk7X = 2030 PSI @ 28 DAYS, EXISTING 1.5% GRADE 2.0% 2ND FLOOR 6 .SEISMIC T SEC ACCELERATION= 604m - - EE-10449Q- 7 MASONRY COMPRESSION STRENGTH, fro - 20000 PST, NO SPECLU INSPECTION REQUIRED - EAST SIDE OF MANCHESTER AVE, 0. I MILE SOUTH OF EL PLANNING OPTIONAL WALL CAP GEFBERAL AY m7 4 C: ONCRErEBLDaSHALLCON !-WtTOASTMC90. WEDGELOCK 1 - r INSTALL 4 "AC PAVING OVER 6" CLASS 11 AB CAMINO REAL INTERSECTION OR PER GEOTECH ONLY @ VERTSTM RECOMMENDATION RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 2. CONCRETE FOR FOOTINGS@ ALL 5E 1 PART CEMENT '10 2 -112 PARTS CONSTRUCTPCC CONSTRUCTS CURB &GUTTER WALL; EXTERIOR PER SDRSD G -2 FINISHING, ETC PER FG =93.6 SEPARATEARCH PLANS - &'4 - DROP -tN BAR 9i7 "{3JC C 150 TYPE. Lt(V. FC - 2500.a5I CONCRETE RETAINING WALL SHOWN HEREON FOR 1ST FLOOR - - REFERENCE ONLY,' REFER TO FF =9200 - SHEET 12 FOR DETAIL R 2.0' TO BACK WALL APN: 262- 160 -25 -01 I a TEMPORARY 1:1 CUT 1W - S ( � SLOPE TO INSTALL 1 RETAINING WALL b CONSTRUCT MASONRY TF =81.5 RETAINING WALL PER DETAIL F SHEET 11 NOT TO SCALE 23.4' TW @FG =91.0 BW @FG =85.0 42" HANDRAIL ON TOP OF RETAINING WALL; TR =950 X DRIVEWAY A' TW =875 ` (TW @FG =85.8) BIOFILTRATION BASIN INSTALL 9 "AC PAVING OVER BW @FG =850 PER DETAIL SHEET 2 i, 60 CLASS II AS OR PER FG =85.0 GEOTECH RECOMMENDATION CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G -2 18" PRIVATE PVC STORM DRAIN TO TF =81.5 V CONSTRUCT MASONRY CONVEY OFFSITE FLOW RETAINING WALL PER DETAIL H SHEET 11 SECTION F -F NOT TO SCALE 14.2' 8.6' TO FC �-r - - - - BUILDING/ SITE WALL SHOWN BUILDING/ SITE WALL SHOWN I I FOR REFERENCE ONLY PER FOR REFERENCE ONLY, PER I SEPARATE PERMIT SEPARATE PERMIT 104.0 TW I EXISTING (103.8 TW @FG) (104.1 FG) --\7 - - - - GRADE 100.7 BW @FG - - TC =101.9 _ COVERED TRASH I I FL =101.4 ENCLOSURE ;SEE ' DETAIL SHEET 4 21. TEMPORARY 1:1 CUT SLOPE TO INSTALL RETAINING WALL GRAVEL BACKFILL AND DRAINAGE o. j PER SDRSD 0A8 CONSTRUCT MASONRY RETAINING WALL PER DETAIL A SHEET 11 7" THICK PCC PAVING TF =98.0 OVER COMPACTED SUBGRADE SECTION G -G NOT TO SCALE TYPICAL DETAIL - ORCO STANDARD NON - RETAINING SITE WALL NOT TO SCALE y�RGLq No. 80356 Exp. 12/31/20 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com CHANGENO. DESCRIPTION ORCO STANDARD 6` -- `r °. iU SITE WALLS W1 TRENCH FOOTING DATE BENCHMARK AS- BUILTAPPROVALS FOR 110 MPH 3 SEC., GUST@ EXP C DRAWN BY. , I CHECKED BY ENGINEERING DIVISION APPROVALS DESZGNt'A1rEx�a i�R rT�Eagieesc: _ DRAWING NO. BAK BAK t. ALLOWABLESO/L BEARING PRESSURE- 7500 ?Sf. 2, EQUIVALENTRUID PIiESSI(RE= 45 PCT;. DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN ,1 ALLOWABLELATERAL PASSIVE PRESSURE _ .250 PG'F. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: /J �f R.C.E. NO.: 80356 TY R G LAWSON EXp: 12131120 REO ED- VED: A� � NESS OWENS CITY E J. WlM CITYE G/NEE 6/s �1 DATE ! ' DATE 4 CR NiTS7RERk7X = 2030 PSI @ 28 DAYS, 14075 -G 5, REINFORCING STEEL ;GRADE 60. PUBLIC WORKS 6 .SEISMIC T SEC ACCELERATION= 604m TYLER G LAWSON DATE 7 MASONRY COMPRESSION STRENGTH, fro - 20000 PST, NO SPECLU INSPECTION REQUIRED - EAST SIDE OF MANCHESTER AVE, 0. I MILE SOUTH OF EL PLANNING OPTIONAL WALL CAP GEFBERAL AY m7 4 C: ONCRErEBLDaSHALLCON !-WtTOASTMC90. WEDGELOCK 6816086516 Cmu GROUTED ofOCK, SLUMP SLOCKAND SPL3T9ACE 84OCKAREACEP-rABLE. CAMINO REAL INTERSECTION ONLY @ VERTSTM RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 2. CONCRETE FOR FOOTINGS@ ALL 5E 1 PART CEMENT '10 2 -112 PARTS REVIEWER SAND T031/2 PARTS C441%£1 W11HA MAXIMUM Or 1-112 GALLONS OF WATER PER 54G< PORTLAND CEMENT SHALL CONFORM TO AS7M SHEET 7 OF 21 - &'4 - DROP -tN BAR 9i7 "{3JC C 150 TYPE. Lt(V. FC - 2500.a5I @ CENTER OFCMV (36.OIC FOR IS' LONG CItilJ. 3, REJNFORCING STEEL SHALL RE DEFORNED AND CONFORM TO ASTMA 515 GRADE 60, PROVIDE 48 RA DIAMETER i AP. #4COWEL &Y4 DROP-IN 4 REBAR S,'fALL B_`CENTEkEDIN'tXE CONCRETE :BLOCK CELL IN WHICH ACHS1TtE 'F CONTROL ITGS LOCATED. EWAU EN DSO d "JALLSAND IGHT CNANGES 5.. CONCRETE: BLOCK SHALL BELAID IN A RUNNING BOND PATTERN WITH V5UTCAL CON77NUITY OF THE MS UA10 6:. ALL BLOCK CELLS CONTAINING VERTIAL REB4RSHALL BESOLIO #6 STO j0flVT REINFORCEMENT GROUTED; k. @ 24 "OIC.(3 PLACES}. USE #5 STD. FOR SLUMP BLOCK 7. USE TYPES MORTAR PROPORTIONED USINGAS'TM C287 PART CEMENT T0.112 PART LIME TO 4 -112 PARTS DAMP, LOOSESAND, s 8:. GROUT FOR CONOWrEOLOCK Pcc "R ASTM C 476 TO BE I PART CEMENT103 P405SANO:(GROUT MlYGONTALN 2 PAR75 Bl" PEA GRAVEL IFW€ATHER CONDI7TONSARE FAVORABLEANDBLOCK NOTE. UNOBSTRUCTED CELL SIZEIS SUFFICIENT TOALLOW GOOD GROUT FOR 510EYARD RETURN .IALLS WHERE FLOWN, WATER SHALL BEARDED TO PRODUCE GOOD GROUT FLOW --. WITHOUTSEGREGATIONOF THE CONSTITUENTS. DRAINAGE SWALEQCIIEGP DE PIILGCK MAYCEF OUT 11 S4YttEGR44J.ETROV.''DE -. .#4 AND H DROPIN B4R ONFACH g . BLOCKSTEM MAY BE WET --SET 1-112" INTO THE FOOTING WHILE THE IDEOWE I12 5I0£ OF THE I12 BLOCK DRAIN:. CONCRETE IS PLASTIC .BLOCK STEM MAYBE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING 4 DOWEL40 "O /Cp as FOOTING MUST BE POURED ON OR INTO IINDLSRIRBED NATURAL SOIL CENTER OFCMU (36" OR ON COMPACTED -FILL WTTHA MINIMUM COMPAC77ON OF 90% O/C FOR 18- LONG CMU). 11, FIRST INSPECTION TO BE AFTER F0077NG TRENCHES A RE READY FOR ,_a„ CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT 12. MAXIMUM CONTROL JOINTSPACING; 40'0/C OR 20'01C IF THE WALL IS TO BE STUCCO COATED. 2. Y MAX'. ESS /DN R�kpi 4,, eRDUOO 2R9 #4 HOR2 CONE NO 83666. oa ExP. g313 @1B "O /G U2ft14 *p.. v F? era C j V l ^P OF C40 6 "At1N. raaaYU HT S" aTY OF EerNITA C`OIdT, WESiMONT OF ENCINTrAS . E,NCINIT.4S, CAifFORNIA NOTE; DIMEIZSR3NSARE NDr TO SYALE. TYPICAL DETAIL - ORCO STANDARD NON - RETAINING SITE WALL NOT TO SCALE y�RGLq No. 80356 Exp. 12/31/20 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com PLSA 2235.02 N rn U U Q m � U Z h °5^ qv �s `r w to wn LU 5�N z� h CHANGENO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY- DRAWN BY. , I CHECKED BY ENGINEERING DIVISION APPROVALS CITY OFENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK BAK TGL DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE: /J �f R.C.E. NO.: 80356 TY R G LAWSON EXp: 12131120 REO ED- VED: A� � NESS OWENS CITY E J. WlM CITYE G/NEE 6/s �1 DATE ! ' DATE SECTIONS AND DETAILS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAM/NO REAL APN: 262 - 160 -26 & 27 PLANNING CASE NO: 16-131 MUPI DRI PMW I CDP 14075 -G PUBLIC WORKS TYLER G LAWSON DATE EAST SIDE OF MANCHESTER AVE, 0. I MILE SOUTH OF EL PLANNING CAMINO REAL INTERSECTION RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 EDWARD J. WIMMER DATE CITY ENGINEER REVIEWER INSPECTOR SHEET 7 OF 21 PLSA 2235.02 N rn U U Q m � U Z h °5^ qv �s `r w to wn LU 5�N z� h 0 m`z °yam MATCHLINE: SEE 104.09 FS 104.94 TC 104.44 FL DWY A' STA 12 +07.0 - 30.0'LT 104.75 TC; 104.25 FL 1.0% TYPE 104.71 TO 104.21 FS 103.94 6.1 FS MP #3 DETAIL THIS SHEET PED RAMP DETAIL - PED RAMP #1 (WEST PRIVATE ROAD) NOT TO SCALE PROPOSED STREET p \ Q LIGHT (TYP.) \ o \o ° WY A' STA 13 +39.6 N� -30.0' LT ? 100.1 TC; 99.6 F o 99.95 TC ° - 99.45 FS 0� a_ b"� ° °5.0'�(5b'ADA,� LANDING @Z'0% ° pi b MAX986FSa a h ` K OWYA'S1'A13 +44:$ ° .0 99 5 TC; 0 FL' PGC G° p t © n r ® � 6 j 5 50'X 5.5'ADA LANDING @ 2.0% MAX, 100.1 FS EMERGENCY GENERATOR PCC SDWK,' SEE SHEETS 3-4 GEOGRID RETAINING WALL, SEE SHEETS 34AND 14 -17 PCC SDWK, 91.92 TO 91.92 TC - - - 91.92 FS 91.92 FS 92.0 FS 91.6 FG 92.0 FS 91.92 TC 6 "PCC 91.42 FL CURB 91.5 FS 91.9 FS I \ 4.4% 01 co h 0 1 o t:' C} {) t:) `� 8,3/0 o I 3.60 91.8591.85 TC � � / 91.41 TC 91.85 TC p p I 9"5 TC n 6" PCC 91.kFS ` ` ` DWY 1'STi S 11.1 91.35F / 90.91 FL { 91.35 FS - 21.65' LT 91. 5 FS CURB 1 d' y 30' o v _ cL T�PE'D'C RB RAMS _ "> _ I J> D W/YELLOW" 6MES p LOADING , I p p ` p p `i DWY A' STA 15 +25.8 0° n SPACE Z\ i � L\ n / /� -12:0' LT 90.88 FS 7" THICK PCC PAVEMENT o� DWY A' STA 14+95.9 FS PER GEOTECA DWY A' STA 14 +83.7 -12.0' LT 91.2 FS RECOMMENDATION -12.0' LT 91.16 FS END TRANSITION OF ° DWY A' e PED RAMP DETAIL - PED RAMP #2 (SOUTH PRIVATE ROAD) NOT TO SCALE 4.5' 2A' TO .5' WALL RAILING FACE RETURN PCC AC PAVEMENT l 6 C &G x TO MATCHADJ. \ TO ELEV. i PCC SIDEWALK v� SECTION A A �2 SEE SHEETS OVERHANG 92.0 FS 92.0 FS G' 3-4 (TYP) ° ° 0 96.23 FS ° 9710 TC 96.60 FL vY� r 96.15 FS A' STA 13 +84.8 I 1' LT 93.93 FS J 'TC; 96.17 FL 94.23 TC - 14xp0 I 93.73 FL NOT TO SCALE 104.22 TC � 91.95 FS DATE 103.72 FS a _ - I o \ 104.32 TC DRAWN BY 4.5' ERHANG \ 104.32 FS PCC L - - - PCC SIDEWALK, RETURN �1 -- SDWK 91 .87 TO 1.0% - - - - - - - - - - - PCC ADJACENT TO CURB TO - - -- DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION NE CORNER OF DRAINAGE CURB INLET IN PCC ROSS MATCH TC ELEVATION \ 104.13 FS WHEELSTOP - I - I If \ GUTTER PER (ryR) 104.33 TC I DETAIL SHEET2 + 104.33 FS' ° 91.35FS Ig xso, c w o CO � ' d I° t, LOADING N 103.4 FS�� o PARKING / \ \ a y ° .♦ n70 %.♦ 104.&1 TC L - o DWY A' STA 12 +45,2 104.04 FS i \ -30.0' LT,' RECORD FROM: ROB 18416 ELEVATION: 37.521' DATUM: NAVD -88 \ WHEELSTOP 91.11 FS 90.83 FS (TYP.) 104.06 TC; 103.56 FL 1 \ CA 6" PCC GEOGRID 4C> {; D A' STA 14 +222 C &G MAX 91.8 FS -12. LT o RETAINING { 93.80 C; 93.30 FL \\ WALL h 14 +50 TRANSITION OF DWY A' - -_ EASE T,' SEE ECORDING 97 TO Ln \\ e •o 104.46 TO 8739 TC 103.96 FS { Ct} PED RAMP DETAIL - PED RAMP #1 (WEST PRIVATE ROAD) NOT TO SCALE PROPOSED STREET p \ Q LIGHT (TYP.) \ o \o ° WY A' STA 13 +39.6 N� -30.0' LT ? 100.1 TC; 99.6 F o 99.95 TC ° - 99.45 FS 0� a_ b"� ° °5.0'�(5b'ADA,� LANDING @Z'0% ° pi b MAX986FSa a h ` K OWYA'S1'A13 +44:$ ° .0 99 5 TC; 0 FL' PGC G° p t © n r ® � 6 j 5 50'X 5.5'ADA LANDING @ 2.0% MAX, 100.1 FS EMERGENCY GENERATOR PCC SDWK,' SEE SHEETS 3-4 GEOGRID RETAINING WALL, SEE SHEETS 34AND 14 -17 PCC SDWK, 91.92 TO 91.92 TC - - - 91.92 FS 91.92 FS 92.0 FS 91.6 FG 92.0 FS 91.92 TC 6 "PCC 91.42 FL CURB 91.5 FS 91.9 FS I \ 4.4% 01 co h 0 1 o t:' C} {) t:) `� 8,3/0 o I 3.60 91.8591.85 TC � � / 91.41 TC 91.85 TC p p I 9"5 TC n 6" PCC 91.kFS ` ` ` DWY 1'STi S 11.1 91.35F / 90.91 FL { 91.35 FS - 21.65' LT 91. 5 FS CURB 1 d' y 30' o v _ cL T�PE'D'C RB RAMS _ "> _ I J> D W/YELLOW" 6MES p LOADING , I p p ` p p `i DWY A' STA 15 +25.8 0° n SPACE Z\ i � L\ n / /� -12:0' LT 90.88 FS 7" THICK PCC PAVEMENT o� DWY A' STA 14+95.9 FS PER GEOTECA DWY A' STA 14 +83.7 -12.0' LT 91.2 FS RECOMMENDATION -12.0' LT 91.16 FS END TRANSITION OF ° DWY A' e PED RAMP DETAIL - PED RAMP #2 (SOUTH PRIVATE ROAD) NOT TO SCALE 4.5' 2A' TO .5' WALL RAILING FACE RETURN PCC AC PAVEMENT l 6 C &G x TO MATCHADJ. \ TO ELEV. i PCC SIDEWALK v� SECTION A A �2 SEE SHEETS OVERHANG 92.0 FS 92.0 FS G' 3-4 (TYP) ° ° 0 96.23 FS ° 9710 TC 96.60 FL vY� r 96.15 FS A' STA 13 +84.8 I 1' LT 93.93 FS J 'TC; 96.17 FL 94.23 TC - 14xp0 I 93.73 FL NOT TO SCALE 104.22 TC DESCRIPTION 91.95 FS DATE 103.72 FS 91.95 FS \ 104.32 TC DRAWN BY 4.5' ERHANG \ 104.32 FS PCC L - - - -- �1 -- SDWK 91 .87 TO 1.0% - - - - - - - - - - - 91.8TW - - -- DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION NE CORNER OF DRAINAGE CURB INLET IN PCC ROSS a FUTURE \ PCC RIBBON WHEELSTOP EVCS. \ GUTTER PER (ryR) 'UMN) \ DETAIL SHEET2 + \� ° 91.35FS Ig xso, c o � ' I° t, LOADING N 103.4 FS�� o PARKING / \ \ a y ° .♦ n70 %.♦ PCC \ o DWY A' STA 12 +45,2 SDWK i \ -30.0' LT,' RECORD FROM: ROB 18416 ELEVATION: 37.521' DATUM: NAVD -88 \ WHEELSTOP 91.11 FS 90.83 FS (TYP.) 104.06 TC; 103.56 FL y5 \ 6" PCC \ D A' STA 14 +222 C &G MAX 91.8 FS PED RAMP DETAIL - PED RAMP #1 (WEST PRIVATE ROAD) NOT TO SCALE PROPOSED STREET p \ Q LIGHT (TYP.) \ o \o ° WY A' STA 13 +39.6 N� -30.0' LT ? 100.1 TC; 99.6 F o 99.95 TC ° - 99.45 FS 0� a_ b"� ° °5.0'�(5b'ADA,� LANDING @Z'0% ° pi b MAX986FSa a h ` K OWYA'S1'A13 +44:$ ° .0 99 5 TC; 0 FL' PGC G° p t © n r ® � 6 j 5 50'X 5.5'ADA LANDING @ 2.0% MAX, 100.1 FS EMERGENCY GENERATOR PCC SDWK,' SEE SHEETS 3-4 GEOGRID RETAINING WALL, SEE SHEETS 34AND 14 -17 PCC SDWK, 91.92 TO 91.92 TC - - - 91.92 FS 91.92 FS 92.0 FS 91.6 FG 92.0 FS 91.92 TC 6 "PCC 91.42 FL CURB 91.5 FS 91.9 FS I \ 4.4% 01 co h 0 1 o t:' C} {) t:) `� 8,3/0 o I 3.60 91.8591.85 TC � � / 91.41 TC 91.85 TC p p I 9"5 TC n 6" PCC 91.kFS ` ` ` DWY 1'STi S 11.1 91.35F / 90.91 FL { 91.35 FS - 21.65' LT 91. 5 FS CURB 1 d' y 30' o v _ cL T�PE'D'C RB RAMS _ "> _ I J> D W/YELLOW" 6MES p LOADING , I p p ` p p `i DWY A' STA 15 +25.8 0° n SPACE Z\ i � L\ n / /� -12:0' LT 90.88 FS 7" THICK PCC PAVEMENT o� DWY A' STA 14+95.9 FS PER GEOTECA DWY A' STA 14 +83.7 -12.0' LT 91.2 FS RECOMMENDATION -12.0' LT 91.16 FS END TRANSITION OF ° DWY A' e PED RAMP DETAIL - PED RAMP #2 (SOUTH PRIVATE ROAD) NOT TO SCALE 4.5' 2A' TO .5' WALL RAILING FACE RETURN PCC AC PAVEMENT l 6 C &G x TO MATCHADJ. \ TO ELEV. i PCC SIDEWALK v� SECTION A A �2 SEE SHEETS OVERHANG 92.0 FS 92.0 FS G' 3-4 (TYP) ° ° 0 96.23 FS ° 9710 TC 96.60 FL vY� r 96.15 FS A' STA 13 +84.8 I 1' LT 93.93 FS J 'TC; 96.17 FL 94.23 TC - 14xp0 I 93.73 FL NOT TO SCALE RAMP RUN DETAIL - RAMP #1 (SOUTH PRIVATE ROAD) NOT TO SCALE 01 CO 91. 91. 91. E G -1 91. 91. 91. 91. _ c CHANGENO. DESCRIPTION 91.95 FS DATE BENCHMARK 91.95 FS DESIGNED BY.' DRAWN BY 4.5' ERHANG 0 PCC L - - - -- �1 -- SDWK 91 .87 TO 1.0% - - - - - - - - - - - 91.8TW - - -- DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION NE CORNER OF DRAINAGE CURB INLET IN PCC ROSS 91.8BW o o o b PLANS PREPARED UNDER SUPERVISION OF DATE: S 2 I - /f R.C.ENO.: 80356 ,, /�- RGLAWSON EXp; 12131120 RECOM ENDED: A VE .. - ��lmoiI f� JESSE WENS EDVLARD J. WIM CITY EN INEE 1 6 O 19 DATE DATE HIGH 91.08 FS 14075'G 'UMN) 85TC° °, POINT 0 ADA °o + ° 91.35FS Ig xso, c o � ' I° t, LOADING N fsi EAST SIDE OF MANCHESTERAVE, 0.1 MILE SOUTH OF EL PARKING SPACE® a y ° .♦ n70 %.♦ ° '�1♦ cJ 45 -. o I' n I ..v _v ©� o 91.33 TC - RECORD FROM: ROB 18416 ELEVATION: 37.521' DATUM: NAVD -88 EDVLARDJ. WIMMER DATE CITYENGINEER WHEELSTOP 91.11 FS 90.83 FS (TYP.) 85 FS o K 6.5X 6.5'ADA 6" PCC LANDING @ 2.0% D A' STA 14 +222 C &G MAX 91.8 FS -12. LT o o 1 o DWY A' STA 14 +573 -12.0' LT OF TRAVEL 93.80 C; 93.30 FL 91.8 TC; 91.3 FL; BEGIN h 14 +50 TRANSITION OF DWY A' - -_ RAMP RUN DETAIL - RAMP #1 (SOUTH PRIVATE ROAD) NOT TO SCALE 01 CO 91. 91. 91. E G -1 91. 91. 91. 91. _ c • 1 •� /__� � I '� � � � 'ICI CHANGENO. DESCRIPTION 12" TRENCH DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY.' DRAWN BY 4.5' ERHANG I ° DRAWING N0, BAK DRAIN" (Typ) 91 .87 TO 1.0% - - - - - - - - - - - DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION NE CORNER OF DRAINAGE CURB INLET IN PCC ROSS 91.37 FS 91.19 FS � 91.08 TO INT. b PLANS PREPARED UNDER SUPERVISION OF DATE: S 2 I - /f R.C.ENO.: 80356 ,, /�- RGLAWSON EXp; 12131120 RECOM ENDED: A VE .. - ��lmoiI f� JESSE WENS EDVLARD J. WIM CITY EN INEE 1 6 O 19 DATE DATE HIGH 91.08 FS 14075'G 'UMN) I POINT 0 ADA °o PUBLIC WORKS 86.5 TG � ' EAST SIDE OF MANCHESTERAVE, 0.1 MILE SOUTH OF EL PARKING 8521Eo. o 91.33 TC RECORD FROM: ROB 18416 ELEVATION: 37.521' DATUM: NAVD -88 EDVLARDJ. WIMMER DATE CITYENGINEER WHEELSTOP 91.11 FS 90.83 FS (TYP.) o K o 94 FS INSPECTOR ADA PATH 90. 75 FS 88.90 TO o ° � OF TRAVEL 86.40 FL h of j EASE T,' SEE ECORDING 97 TO 91. FS INFO SH ETS 3- 37 FS 8739 TC DWY' STA { Ct} 86.89 FL "PCC { TA 17 +8 78 ° F7S T ` 0 C { } UR8 }� -30 t 91.2 ' CL D' C B RAM % L0 hi ° G-27 T17 A' f YHLI C ,0 TYPE'C' URB OWDOM€S " RAMP' SE DETAIL SHEET21 754 WIG -30 LLOW MES 91.29 TC 93 TO 9i. FS j 86.19 FS 33 FS 91.21 TC 90.79 FS o N 90.71 FS No 88.88 FS 105 91.03 FS 88.10 FS SCR STA 56+ Q 89.49 TO 89. TW3.0' ADA °o 91.21W LT 88.99 FL s Tc BW PARKING I o I 8� �BW ° 6 FS + TF 81. TF 86.2 TG 0 90.93 FS I. I85.01E 1.7FS 91.61 TC 85051E (°1 U) 91.11 FS 1.0% 1 • 1 •� /__� � I '� � � � 'ICI RAMP RUN DETAIL - RAMP #2 (DWY A' + EL CAMINO REAL' NOT TO SCALE NOT TO SCALE DWY A' STA 11 +59.0 -30.0' LT 105.77TC; 105.27 FL DWY A' STA 11 +64.0 -30.0' LT 105.61 TC, 105.11 FL 105.44 TC 1.0% 104.94 FL 104.55 FS LANDING @ 2.0% MAX e c 0 0 104.45 FS 0.5% CC? O - o - 105.1 FS o� op ° aa� 1.0% 1.5% ABOVE -GRADE PATHWAY 1.0% 1 104.69 FS DWY A' STA 11 +85.6 ° I 92.0 FS -30.0' LT 1111 - 105.13 TC; 104.63 FL PCC SIDEWALK,' RETURN o PCCADJACENTTO CURB PROPOSED LIGHT TO MATCH TC ELEVATION POLE (TYP.) 5.5' 104.44 FCC 10433 FS ° MA LIN EE PED RAMP #1 DETAILT IS SHEET RAMP RUN DETAIL - RAMP #3 (DWY A'+ ABOVE-GRADE PATH) NOT TO SCALE NU I E: I Ht (;1I Y U1- _ z rn ENCINITAS HAS NOT a 3 Exp. 12// / 31 /20 REVIEWED THIS PROJECT FOR ADA COMPLIANCE q OF cl ca�1F°�`� \P PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LANG SURVEYING .535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 fz 858.259.4812 1 pleaengineering.eom CHANGENO. DESCRIPTION 12" TRENCH DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY.' DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0, BAK DRAIN" TGL DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION NE CORNER OF DRAINAGE CURB INLET IN PCC ROSS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: S 2 I - /f R.C.ENO.: 80356 ,, /�- RGLAWSON EXp; 12131120 RECOM ENDED: A VE .. - ��lmoiI f� JESSE WENS EDVLARD J. WIM CITY EN INEE 1 6 O 19 DATE DATE ADA / PEDESTRIAN RAMP DETAILS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMIN® REAL APN: 262 - 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP /DR /PMW/CDP 14075'G ° GU R PUBLIC WORKS 86.5 TG EAST SIDE OF MANCHESTERAVE, 0.1 MILE SOUTH OF EL PLANNING 8521Eo. CAMINO REAL INTERSECTION RECORD FROM: ROB 18416 ELEVATION: 37.521' DATUM: NAVD -88 EDVLARDJ. WIMMER DATE CITYENGINEER REVIEWER INSPECTOR 88.90 TO ° PUBLIC EDES-MIANACCESS 86.40 FL EASE T,' SEE ECORDING INFO SH ETS 3- 8739 TC 86.89 FL 6 "PVC G-27 T17 A' f YHLI STORM DRAIN ° RAMP' SE DETAIL SHEET21 754 86.19 FS 88.88 FS 105 88.10 FS SCR STA 56+ 89.49 TO 89. TW3.0' LT 88.99 FL BW I I ° 6.0 TQ 85.5 F 81. TF 86.2 TG I. I85.01E 85051E (°1 U) G G 1 ` i 1 90.35 T _ 89.85 FL 4 88.98 FS e A o G cc ♦ s 87.5 TV� 6" PCC ! 85.0 BV I C &G O 81.5TF PCC �1 ° ° 0 SDI 850FG o 4.5' DWY TA 18 +03.5 91.04 FS 870 FG /PLOP - 12.0'RT ° OFSLOi* 91. TC, 0.84 HP o �" 8 S ADA PATH 91.31 TO O PL OF TRAVEL 90.81 FS 1 I CIS P j i E RAMP RUN DETAIL - RAMP #2 (DWY A' + EL CAMINO REAL' NOT TO SCALE NOT TO SCALE DWY A' STA 11 +59.0 -30.0' LT 105.77TC; 105.27 FL DWY A' STA 11 +64.0 -30.0' LT 105.61 TC, 105.11 FL 105.44 TC 1.0% 104.94 FL 104.55 FS LANDING @ 2.0% MAX e c 0 0 104.45 FS 0.5% CC? O - o - 105.1 FS o� op ° aa� 1.0% 1.5% ABOVE -GRADE PATHWAY 1.0% 1 104.69 FS DWY A' STA 11 +85.6 ° I 92.0 FS -30.0' LT 1111 - 105.13 TC; 104.63 FL PCC SIDEWALK,' RETURN o PCCADJACENTTO CURB PROPOSED LIGHT TO MATCH TC ELEVATION POLE (TYP.) 5.5' 104.44 FCC 10433 FS ° MA LIN EE PED RAMP #1 DETAILT IS SHEET RAMP RUN DETAIL - RAMP #3 (DWY A'+ ABOVE-GRADE PATH) NOT TO SCALE NU I E: I Ht (;1I Y U1- _ z rn ENCINITAS HAS NOT a 3 Exp. 12// / 31 /20 REVIEWED THIS PROJECT FOR ADA COMPLIANCE q OF cl ca�1F°�`� \P PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LANG SURVEYING .535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 fz 858.259.4812 1 pleaengineering.eom PLSA 1235 -02 N U : Q m m Q 4 y g N Q h h e W U a h CHANGENO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY.' DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0, BAK BAK TGL DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION NE CORNER OF DRAINAGE CURB INLET IN INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: S 2 I - /f R.C.ENO.: 80356 ,, /�- RGLAWSON EXp; 12131120 RECOM ENDED: A VE .. - ��lmoiI f� JESSE WENS EDVLARD J. WIM CITY EN INEE 1 6 O 19 DATE DATE ADA / PEDESTRIAN RAMP DETAILS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMIN® REAL APN: 262 - 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP /DR /PMW/CDP 14075'G PUBLIC WORKS TYLER G LAWSON DATE EAST SIDE OF MANCHESTERAVE, 0.1 MILE SOUTH OF EL PLANNING CAMINO REAL INTERSECTION RECORD FROM: ROB 18416 ELEVATION: 37.521' DATUM: NAVD -88 EDVLARDJ. WIMMER DATE CITYENGINEER REVIEWER INSPECTOR SHEET S OF21 PLSA 1235 -02 N U : Q m m Q 4 y g N Q h h e W U a h Fm--71 A t i I STORMWATER POLLUTION CONTROL BHP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES (CONT'D FROM SHEET 1) ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGEAND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRYOUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FORALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORSABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OFALL 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 SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITHANY TRASH MATERIAL. 1 3" TO 6" COARSEAGGREGi EXISTING GROUND EROSION CONTROL LEGEND 1❑ CONSTRUCTION ENTRANCE HORIZONTAL INTERVAL PER DETAILA P❑ GRAVEL BAGS PER DETAIL B Q3 SILT FENCE PER DETAIL C ® FIBER ROLL PER DETAIL D E5 HYDROSEEDING y W TEMPORARY CONSTRUCTION f- TGL FENCING _ 50'MIN.* NOTE: CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELD AS NECESSARY 16'MIN. CONSTRUCT SEDIMENT BARRIER AND PLAN CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE PROVIDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND PUBLIC RIGHT -OF- WAY DETAIL A: CONSTRUCTION ENTRANCE 1. SET POSTSAND EXCAVATEA 4BY41N(10BY10CM) TRENCH UPSLOPE FROMAND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCEAND EXTEND IT INTO THE TRENCH. NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED, NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREEAT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4364151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETSAWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 41N (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC v�f WIRE DETAIL C: SILT FENCE NOT TO SCALE rim�rm• Sri iwrem= STAGING AND EQUIPMENT TO BE LOCATED WITHIN PUBLIC RIGHT -OF -WAY OUTSIDE OF EXISTING TRAVEL LANES ALONG EL CAMINO REAL. ENTIRE FRONTAGE SHALL BE COVERED IN 2 -3" OF GRAVEL DURING CONSTRUCTION. DESILTING BASIN NOTE. BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL TING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED, BOTTOM SCARIFIED IF NECESSARYAND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCYANDIOR FINAL n z x �zoPE N V s' RUNOFF GAPBETWEENBAGS ACTSAS SPILLWAY EC4 x x x x x x x x x x AREA DR J LAYERS OF GRAVEL BAGS WITH ENDS n1=1 An=n DETAIL B: GRAVEL BAGS NOT TO SCALE 314 "X 314" WOOD STAKES MAX 4' SPACING FIBER ROLL SPACING TABLE (PLACED ON LEVEL CONTOURS) NEAR SLOPE WHERE HORIZONTAL INTERVAL IT TRANSITIONS INTO y A STEEPER SLOPE _v y FIBER ROLL ENGINEERING DIVISION APPROVALS B" MIN DRAINING NO. y W FIBER ROLLS- f- TGL y -V DESCRIPTION: STATION 'ENC- 36"POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF EL CAMINO REAL INTERSECTION RECORD FROM: ROB 18416 ELEVATION. 37.521' DATUM,, NAVD -88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �S / R.C.E NO.: 80356 `w°G TY R G LAWSON EXP.: 12131120 RECOM ENDED: � / �,iO Z/ L G� ����ggqq JESSE YENS EDWARD J. WIM E CITY INEE 6 1 � Z DATE � DATE EROSION CONTROL PLAN FOR: WESTMONT OF ENCINITAS 1920 S. EL GAMING REAL APN: 262-160-26 & 27 PLANNING CASE NO: 16 -131 MUP I DR I PMW I CDP i4O75 -G SPACING MEASURED ALONGFACEOFTHE °i °�° y -V SLOPE VARIESPER PLANNING TABLEBELOW -V INSTALL A FIBER ROLL 314 "X 314" WOOD STAKES MAX 4' SPACING FIBER ROLL SPACING TABLE (PLACED ON LEVEL CONTOURS) NEAR SLOPE WHERE HORIZONTAL INTERVAL IT TRANSITIONS INTO TYPICAL FIBER ROLL INSTALLATION A STEEPER SLOPE NOT TO SCALE 2:1(H :V) OR STEEPER FIBER ROLL ENGINEERING DIVISION APPROVALS B" MIN DRAINING NO. 314 "X 314" WOOD STAKES MAX 4' SPACING FIBER ROLL SPACING TABLE (PLACED ON LEVEL CONTOURS) SLOPE INCLINATION HORIZONTAL INTERVAL 4:1(H :V) OR FLATTER 20 FEET (MAXIMUM) BETWEEN 4 :1 AND 2:1(H :V) 15 FEET (MAXIMUM) 2:1(H :V) OR STEEPER 10 FEET (MAXIMUM) DETAIL D: FIBER ROLLS NOT TO SCALE No. 80356 Exp. 12/31/20 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 10L, Ste A, Solana Beach, CA 92095 ph 858.259.8212 fr 858.259.4812 plaeenglneerlag.eom CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ut:5!BZA Lsr: utw trr: cnr tursr: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAINING NO. BILK AK BILK f- TGL DESCRIPTION: STATION 'ENC- 36"POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF EL CAMINO REAL INTERSECTION RECORD FROM: ROB 18416 ELEVATION. 37.521' DATUM,, NAVD -88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �S / R.C.E NO.: 80356 `w°G TY R G LAWSON EXP.: 12131120 RECOM ENDED: � / �,iO Z/ L G� ����ggqq JESSE YENS EDWARD J. WIM E CITY INEE 6 1 � Z DATE � DATE EROSION CONTROL PLAN FOR: WESTMONT OF ENCINITAS 1920 S. EL GAMING REAL APN: 262-160-26 & 27 PLANNING CASE NO: 16 -131 MUP I DR I PMW I CDP i4O75 -G PUBLIC WORKS TYLER G LAWSON DATE PLANNING EDWARD J. WINNER DATE CITY ENGINEER REVIEWER SHEET 9 OF 21 INSPECTOR PLSA 2235-02 n N rn U x �v Q'u m� U 2 h �gN as wi.uQ y N W o m or x� a h a 9 0 DESIGN CRITERIA SCOPE: NEW CONSTRUCTION CODE: 2016 CALIFORNIA BUILDING CODE, REFERRED TO AS "THE CODE" GOVERNING JURISDICTION: CITY OF ENCINITAS GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. DO NOT SCALE THE DRAWINGS. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN CASE OF CONFLICT, MORE COSTLY REQUIREMENTS GOVERN FOR BIDDING. SUBMIT CLARIFICATION REQUEST PRIOR TO PROCEEDING WITH WORK. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. STRUCTURAL DRAWINGS INDICATE INFORMATION SUFFICIENT TO CONVEY DESIGN INTENT. IF ERRORS, INCONSISTENCIES OR OMISSIONS ARE DISCOVERED, THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH WORK. DEVIATION FROM THE APPROVED SET OF CONTRACT DOCUMENTS SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY THE ENGINEER OF RECORD. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. UNLESS NOTED OTHERWISE, DETAILS IN STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BY CUTS, REFERENCES OR TITLES. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: LOCAL BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. SEE CIVIL DRAWINGS FOR THE FOLLOWING: A. BUILDING PAD AND FINISH GRADE ELEVATIONS AT ALL STRUCTURAL FOUNDATIONS. B. TOP OF WALL ELEVATIONS AT SITE AND RETAINING WALLS. 6. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 7. ALL REFERENCED STANDARDS (i.e. ACI, AISC, ASTM, ETC.) SHOWN IN THESE DOCUMENTS SHALL BE PER THE LATEST ADOPTED EDITION AS LISTED IN CHAPTER 35 OF THE CODE. 8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. FOUNDATION: 1. FOUNDATION DESIGN BASED ON THE FOLLOWING SOILS REPORT: COMPANY: GEOCON INC. PROJECT NO: G1733 -32 -01 DATE: JULY 7, 2014 2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION: ALLOWABLE BEARING * = 2000 PSF EQUIVALENT FLUID PRESSURE = 35 PCF: UNRESTRAINED, LEVEL BACKFILL = 55 PCF: UNRESTRAINED, 2 :1 BACKFILL PASSIVE EARTH PRESSURE = 300 PCF COEFFICIENT OF FRICTION = 0.40 * ALLOWABLE BEARING MAY BE INCREASED BY )s FOR WIND AND SEISMIC LOAD CASES. 3. FOOTINGS SHALL BEAR ON APPROVED COMPACTED FILL PER THE SOILS REPORT. VERIFY FOOTING ELEVATION WITH THE CIVIL DRAWINGS. MINIMUM DEPTH AND DIMENSIONS OF FOOTINGS SHALL BE AS FOLLOWS: MINIMUM DEPTH BELOW LOWEST ADJACENT GRADE ................... 1' -0" MINIMUMWIDTH ............................................ ............................... 1' -0„ 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. 5. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT IN THE WALLS AND SLABS RESTRAINING THE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING. 6. FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR SOILS ENGINEER, FOUNDATION ELEVATIONS WILL BE ALTERED. 7. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. 8. SOIL REMOVAL AND RECOMPACTION SHALL BE PER THE SOILS REPORT AND APPROVED CONTRACT DOCUMENTS. CONSTRUCTION JOINTS 1. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318 SECTION 6.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. 2. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN AND ROUGHENED TO Y4" MINIMUM AMPLITUDE (UNLESS KEYWAYS ARE PROVIDED PER DETAILS ON THE STRUCTURAL DRAWINGS) PRIOR TO PLACING ADJACENT CONCRETE. 3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS FOR APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. 4. SEE REINFORCING STEEL NOTE 3 FOR MECHANICAL SPLICES. 5. AT SLABS -ON- GRADE, TOPPING SLABS, AND WALLS, DO NOT PLACE CONCRETE IN LENGTHS EXCEEDING 100 FEET. CHANGE NO. SPECIAL INSPECTION 1. ALL SPECIAL INSPECTIONS AND TESTING SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE CODE. THE OWNER IS RESPONSIBLE FOR RETAINING AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS FOR THIS PROJECT. 2. THE SPECIAL INSPECTION TABLES LISTED BELOW ARE PARTIAL EXCERPTS OF THE TABLES LISTED IN THE CODE AND ADDITIONAL SPECIAL INSPECTION REQUIREMENTS OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE SPECIAL INSPECTOR TO CONFORM WITH ALL ASPECTS OF OF THE CODE AND STANDARDS REFERENCED BY CHAPTER 17. 3. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS. 5. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF AN INSPECTOR FROM THE GOVERNING JURISDICTION IS SUBJECT TO REMOVAL OR EXPOSURE. 6. FOR CONTINUOUS INSPECTION, WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS. 7. PERIODIC INSPECTION SHALL OCCUR FREQUENTLY ENOUGH TO INSPECT ALL OF THE INSTALLED ITEMS AND TO PERIODICALLY WITNESS THE INSTALLATION OF THE ITEMS. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. 9. THE SPECIAL INSPECTOR SHALL PROVIDE WEEKLY REPORTS AND A FINAL REPORT TO THE STRUCTURAL ENGINEER AND THE CITY OF ENCINITAS 10. THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES RELATED TO THE SPECIAL INSPECTION TABLES NOTED BY THE STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE CORRECTED. SUCH COMPLIANCE SHALL BE REFERENCED IN SPECIAL INSPECTOR REPORT. SOIL: SPECIAL INSPECTION TASK CONTINUOUS PERIODIC 1. VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. _ X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. - X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND X _ 4' COMPACTION OF CONTROLLED FILL. X - PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS _ X 5' BEEN PREPARED PROPERLY. - X CONCRETE: SPECIAL INSPECTION TASK CONTINUOUS PERIODIC 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. _ X INSPECTION OF BOLTS AND EMBED PLATES TO BE INSTALLED IN CONCRETE PRIOR TO AND 3' DURING PLACEMENT OF CONCRETE. _ X 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, 6' PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X _ 7. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X - 8. MAINTENANCE OF THE SPECIFIED CURING TEMPERATURE AND TECHNIQUES - X MASONRY: SPECIAL INSPECTION TASK (LEVEL B) PER ACI 530 TABLE 1,19.2 CONTINUOUS PERIODIC COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND 1' THE APPROVED SUBMITTALS SHALL BE VERIFIED. _ X 2. VERIFICATION OF f'm PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY CODE. - X VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF - CONSOLIDATING 3' GROUT. X _ 4. AT THE BEGINNING OF THE MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE VERIFIED 28 DAY U.N.O. (PCF) A. PROPORTIONS OF SITE PREPARED MORTAR. - X B. CONSTRUCTION OF MORTAR JOINTS - X C. LOCATION OF REINFORCEMENT - X 5. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY 3000 150 A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS - X B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. X 150 C. SPECIFIED SIZE, GRADE, AND TYPE OF REINFORCEMENT - X D. WELDING OF REINFORCING BARS. X 150 E. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40') OR HOT WEATHER (TEMPERATURE ABOVE 90') - X 6. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED: STRUCTURAL ENGINEER. 4. A. GROUT SPACE IS CLEAN. - X B. PLACEMENT OF REINFORCEMENT. - X C. PROPORTIONS OF SITE - PREPARED GROUT - X D. CONSTRUCTION OF MORTAR JOINTS. - X 8. PREPARATION OF ANY REQUIRED GROUT AND MORTAR SPECIMENS AND /OR PRISMS. X - SPECIAL INSPECTION REPORT PREPARED BY DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF EL CAMINO REAL INTERSECTION RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER DATED ____ ON FILE WITH THE ENGINEERING DIVISION: AS -BUILT APPROVALS DATE DATE CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH THE CODE AND WITH THE PROVISIONS OF ACI 318, 0 QPWI I11 C nF cTPIICTIIRAI Cf1NCRFTF PFRF(1RAdANCF PPUIIRFMFNTS- 3. COMPRESSIVE MAX MAX MAX 2,500 MEMBER STRENGTH DENSITY W/C SHRINKAGE ( %) EXPOSURE NO. 5 BAR, W31 OR D31 WIRE AND SMALLER 28 DAY U.N.O. (PCF) RATIO (NOTE 4) CATEGORY SLABS, WALLS, JOISTS: (PSI) D. MIX DESIGNS FOR SLABS ON GRADE, ELEVATED SLABS AND BEAMS MUST MEET SHRINKAGE CRITERIA, ALL FOOTINGS 3000 150 0.5 0.060 TIE & GRADE BEAMS 3000 150 0.5 0.060 ALL OTHER SUBSTRUCTURE 3000 150 0.5 0.060 1 3116" WALLS, PIERS, PILES AND CAPS STRUCTURAL ENGINEER. 4. SHRINKAGE TESTS: RETAINING WALLS 1 5000 1 150 1 0.45 1 0.050 Cl 3. CONCRETE MIXES: GROUT STRENGTH (psi) A. MIX SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE STRUCTURAL 2,500 B. CONCRETE EXPOSED TO EARTH OR WEATHER: ENGINEER. B. MIX DESIGN METHODS (TEST HISTORY OR TRIAL BATCH METHOD) PER THE CODE SHALL BE USED TO 3/a" NO. 5 BAR, W31 OR D31 WIRE AND SMALLER PROPORTION CONCRETE. SUBMIT MIX DESIGN METHOD DATA FOR REVIEW. C. MIX DESIGNS SHALL SATISFY EITHER THE SHRINKAGE CRITERIA OR THE W/C RATIO AND TOTAL WATER SLABS, WALLS, JOISTS: CONTENT CRITERIA SPECIFIED. D. MIX DESIGNS FOR SLABS ON GRADE, ELEVATED SLABS AND BEAMS MUST MEET SHRINKAGE CRITERIA, NO. 11 BAR AND SMALLER REGARDLESS OF THE W/C RATIO SPECIFIED. Y4" E. MIX DESIGNS SHALL MEET THE MINIMUM REQUIREMENTS FOR EXPOSURE CATEGORIES F0, SO, W0, AND PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS CO AS DEFINED IN CHAPTER 19 OF ACI 318 UNLESS OTHERWISE SPECIFIED IN THE TABLE ABOVE. 3/6" F. PORTLAND CEMENT SHALL CONFORM TO ASTM C -150, TYPE I OR II, UNLESS NOTED OTHERWISE. G. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM Y4" NO. 5 BAR, W31 OR D31 WIRE AND SMALLER C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE 1 3116" STRUCTURAL ENGINEER. 4. SHRINKAGE TESTS: A. CONCRETE SHRINKAGE FOR MIX DESIGNS SHALL BE DETERMINED AT 28 DAYS PER ASTM C157. 5. CONCRETE INSTALLATION: A. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94. B. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 318 AND PROJECT SPECIFICATIONS. C. CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. D. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 6. PENETRATIONS IN CONCRETE: A. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT, CORING CONCRETE IS NOT PERMITTED. B. PIPES LARGER THAN 1Y2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. SPACE EMBEDDED PIPES AT A MINIMUM OF 3 DIAMETERS. SIZE OF PIPE SHALL BE ONE THIRD OF SLAB THICKNESS MAX. 7. CONCRETE FORMWORK AND SHORING: A. WALL FORMS MAY BE REMOVED IN 24 HOURS. B. PROVIDE %" CHAMFER ON ALL EXPOSED CORNERS UNLESS INDICATED OTHERWISE BY THE ARCHITECT. 8. ALL EXTERIOR CRACKS TO BE SKIM COATED. MASONRY 1. ALL MASONRY CONSTRUCTION SHALL CONFORM WITH THE CODE AND WITH THE PROVISIONS OF TMS 402 AND TMS 602. 2. CONCRETE BLOCK SHALL BE ASTM C90 HOLLOW LOAD- BEARING CONCRETE MASONRY UNITS CONFORMING TO CODE SECTION 2103.1, MEDIUM WEIGHT DOUBLE OPEN END UNITS WITH A MAXIMUM LINEAR SHRINKAGE OF 0.065 %. 3. MORTAR SHALL BE ASTM C270 TYPE 'M' OR 'S' CONFORMING TO CODE SECTION 2103.2 4. GROUT SHALL BE ASTM C476 COMFORMING WITH CODE SECTION 2103.3 5. ALL CELLS SHALL BE GROUTED SOLID, U.N.O. 6. MINIMUM STRENGTH REQUIREMENTS: UNIT STRENGTH fm (psi) BLOCK STRENGTH (psi) GROUT STRENGTH (psi) 2,000 2,800 2,500 7. COMPLIANCE WITH COMPRESSIVE STRENGTH REQUIREMENTS SHALL BE DETERMINED USING UNIT STRENGTH METHOD OR PRISM TESTING PER CODE SECTION 2105. 8. REINFORCING BARS - PROVIDE Y2" CLEAR BETWEEN REINFORCING AND WALL OF MASONRY UNITS. SEE NOTES UNDER REINFORCING STEEL FOR ADDITIONAL REQUIREMENTS. 9. VERTICAL BARS IN WALLS ARE TO BE PLACED IN CENTER OF CELLS UNLESS OTHERWISE SHOWN. VERTICAL BARS ARE TO BE TIED OR OTHERWISE FIXED INTO POSITION PRIOR TO GROUTING WITH WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. 10. VERTICAL BARS IN WALLS AND PILASTERS SHALL HAVE DOWELS OF EQUAL SIZE AND SPACING IN ALL FOOTINGS. DOWELS TO BE FIELD CHECKED BY THE MASONRY CONTRACTOR BEFORE PLACEMENT OF CONCRETE. 11. HORIZONTAL BARS SHALL BE PLACED IN BOND BEAM BLOCKS. 12. NO MORE THAN TWO BARS SHALL BE PLACED IN ANY ONE CELL. WHERE PLAN CALLS FOR MORE THAN TWO, DIVIDE EQUALLY AMONG ADJACENT CELLS. 13. WHEN MULTIPLE BARS ARE LAPPED IN A CELL, LAP REBAR 65 BAR DIAMETERS MIN. AND STAGGER LAPS 24 IN. U.N.O. 14. PIPES OR CONDUITS SHALL NOT BE EMBEDDED IN ANY MASONRY UNLESS SPECIFICALLY DETAILED ON THE APPROVED STRUCTURAL DRAWINGS. NOTIFY ENGINEER WHERE OTHERS SHOW PIPES OR CONDUITS EMBEDDED IN MASONRY THAT ARE NOT SHOWN ON THE APPROVED STRUCTURAL DRAWINGS. 15. SEE DRAWINGS FOR LOCATIONS OF MASONRY CONTROL JOINTS, (MCJ). CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 24 FEET. 16. HORIZONTAL CONTROL JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR NOT LESS THAN Y2 ", NOR MORE THAN 2" BELOW THE TOP OF THE UPPER MOST UNIT GROUTED. HORIZONTAL REINFORCEMENT SHALL BE FULLY EMBEDDED IN GROUT. INT. I DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: 2/14/19 PLANNING R.C.E. NO.: S3406 REVIEWER ERIC LEHMKUHL INSPECTOR EXP.: 3/31/20 ENGINEERING DIVISION AP�PROVALS RECO MENDED: O_ '` J. E JESSC OWENS CITY ENGIN R DATE ' DATE' REINFORCING STEEL 1. BAR SPECIFICATIONS: A. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE, ASTM A615 (A706 WHERE NOTED ON PLANS), GRADE 60 U.N.O. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE SUPPORTED ON APPROVED CHAIRS. 2. INSTALLATION: A. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. B. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. C. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN -PLACE INSPECTION IS MADE. D. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL -CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE. 3. SPLICES: A. REINFORCING BAR SPLICES SHALL, IN CONCRETE, CONFORM TO THE PROVISIONS OF ACI 318, AND IN MASONRY, CONFORM TO THE PROVISIONS OF ACI 530, B. #14 AND #18 BARS SHALL NOT BE LAP SPLICED. C. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. D. DOWEL ALL VERTICAL REBAR TO FOUNDATIONS. E. ALL SPLICE LOCATIONS ARE SUBJECT TO APPROVAL BY STRUCTURAL ENGINEER. PROVIDE REQUIRED SHOP DRAWINGS AND FABRICATE AFTER ENGINEER'S REVIEW. F. MECHANICAL BAR SPLICES (COUPLERS) SHALL BE USED WHERE SPECIFIED ON PLANS. THEY MAY ALSO BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF LAP SPLICES AND WHERE REINFORCING IS SHOWN CONTINUOUS THROUGH CONSTRUCTION JOINTS. THE MINIMUM COVER ON THE COUPLER OF -" SHALL BE MAINTAINED. UNLESS NOTED OTHERWISE, ALL MECHANICAL BAR SPLICES SHALL BE "TYPE 2" AS DEFINED BY ACI 318 AND BE ONE OF THOSE LISTED BELOW AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS: • HRC 500 SERIES MECHANICAL COUPLERS (ICC ESR -2764) • LENTON A2 SERIES MECHANICAL SPLICES (IAPMO ER -0129) G. MINIMUM LAP SPLICES SHALL BE AS FOLLOWS: • WELDED WIRE FABRIC: 9" • DEFORMED BARS W CONCRETE: 12" • DEFORMED BARS IN MASONRY: THE GREATER OF 24" OR 48 BAR DIA. 4. WELDING REBAR: A. WELDING OF REINFORCING MUST BE APPROVED BY THE STRUCTURAL ENGINEER B. ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND AWS D1.4. SEE SPECIAL INSPECTION SECTION FOR WELDING INSPECTION REQUIREMENTS. C. ALL REINFORCING BARS TO BE WELDED SHALL BE ASTM A706, U.N.O. D. ALL WELDS SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE FOLLOWING ELECTRODES, U.N.O: 5. REBAR DETAILING: A. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. B. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH SPECIFICATIONS AND APPLICABLE CODES. THESE APPROVED DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. C. REBAR SPACINGS GIVEN ARE MAXIMUM ON CENTER WHETHER STATED AS "O.C." OR NOT. UNLESS A SPECIFIED LENGTH IS GIVEN, ALL REBAR IS CONTINUOUS WHETHER STATED AS "CONT." OR NOT, 6. MILL TEST REPORTS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE. 7. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL. 8. CONCRETE PROTECTION FOR REINFORCEMENT: (i) CAST -IN -PLACE CONCRETE (NON- PRESTRESSED). THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: A706 TOLERANCES + OR - STM ATM A615 E90XX 5. REBAR DETAILING: A. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. B. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH SPECIFICATIONS AND APPLICABLE CODES. THESE APPROVED DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. C. REBAR SPACINGS GIVEN ARE MAXIMUM ON CENTER WHETHER STATED AS "O.C." OR NOT. UNLESS A SPECIFIED LENGTH IS GIVEN, ALL REBAR IS CONTINUOUS WHETHER STATED AS "CONT." OR NOT, 6. MILL TEST REPORTS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE. 7. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL. 8. CONCRETE PROTECTION FOR REINFORCEMENT: (i) CAST -IN -PLACE CONCRETE (NON- PRESTRESSED). THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: STRUCTURAL PLAN CHECK PREPARED BY ESGL, A SAFEBUILT COMPANY DATED APRIL 10, 2019 AS PLAN CHECK # 18 -2941. San Diego, California 92108 (619) 521 -8500 Fax (619) 521 -8591 w .kpffcorn kpff project #800225 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL PLANS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL APN: 262- 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP DRAWING NO. 14075 -G 10 OF 21 MINIMUM COVER TOLERANCES + OR - A, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" .. B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BAR 2" 3/a" NO. 5 BAR, W31 OR D31 WIRE AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BAR NO. 11 BAR AND SMALLER 3/4" Y4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y" 3/6" SHELLS, FOLDED PLATE MEMBERS: NO. 6 BAR AND LARGER 3/4" Y4" NO. 5 BAR, W31 OR D31 WIRE AND SMALLER Y2" 1 3116" STRUCTURAL PLAN CHECK PREPARED BY ESGL, A SAFEBUILT COMPANY DATED APRIL 10, 2019 AS PLAN CHECK # 18 -2941. San Diego, California 92108 (619) 521 -8500 Fax (619) 521 -8591 w .kpffcorn kpff project #800225 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL PLANS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL APN: 262- 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP DRAWING NO. 14075 -G 10 OF 21 1 m a- n 0 SCHEDULE "H" "W" „D" "F1" 'IV,, 3' -0" 2' -3" 1' -0" (3) #4 #4 @32" 4' -0" 2' -6" 1' -0" (4) #4 #4 @24" 5' -0" S -6" 1' -0" (5) #4 #4 @16" 6' -0" 3' -6" 1' -4" (5) #5 #5 @16" 7' -0" 4' -6" 1' -4" (6) #5 #6 @16" 8' -0" 5' -0" 1' -6" (7) #5 #7 @16" 9' -0" 5' -9" 1' -8" (8) #5 #8 @16" #4 @24" HORIZ. 8" CMU SOLID GROUT = z_ • 1 "0 WEEP ° HOLES @ EXTERIOR HARDSCAPE PER CIVIL PLANS —, V -1 T.O.F. VARIES i —, L o W U • 0 I Q1 2 MIN Iz 23/4" TO BAR RETAINING WALL PER O — "V" BAR 18" x 18" CRUSHED ROCK AT WEEP HOLES CONT. 'F' BARS #4 @ 18" - PROVIDE 8"x8" CONT. KEY w/ #4 WHEN H > 4' -0" 2' -0" MIN I - z 2 TOT BAR FINISH GRADE GO PER CIVIL w °o °o #4 @24" HORIZ 11I 1 _I II IliliHr #5 @16" VERT BIOFILTRATION LINER Tj DOWELS PER CIVIL PLANS �11 8" CMU _h SOLID GROUT CJz 81.5' N ' I #4 @18" EXTERIOR HARDSCAPE PER CIVIL PLANS- T.O.F. VARIES 7 I 81.5' - c 1 m 3' -0" SITE SCREEN WALL PER ORCO', BLOCK AND HARDSCAPE GUTTER PER CIVIL �� �L i I i i i 11 i MIN -1 8" CMU co j SOLID GROUT X FINISH GRADE 1111 -ll a w w PER CIVIL � II _=111=111 5 @16" VERT � DOWELS > cO #4 @24" HORIZ n -1 Tl Illi lllli =11 23/4" TO BAR I III I� BIOFILTRATION LINER all PER CIVIL PLANS II DRAIN PER CIVIL � g URI L _ WHERE OCCURS #4 @18" Scale RETAINING WALL PER O FINISH GRADE PER CIVIL PLANS -� T.O.F. VARIES 1 I _ �, Tt�lll I1 + -2" (4) #5 HORIZ T.O.F. 81.5' RID _ 1 4' -0" i Scale UW79lI1111IN11=1 zml 2, -0" X 8" CMU SOLID GROUT i� EXTERIOR HARDSCAPE d'S /PER CIVIL PLANS - I� I Ar TO FINISH GRADE CIVIL EXTERI PER C SCHEDULE "H" "W" „D" "F1" 'IV,, 3' -0" 2' -9" 1' -2" (4) #4 #4 @24" 4' -0" 3' -3" 1' -2" (4) #5 #4 024" 5' -0" 4' -0" 1' -6" (5) #5 #4 @16" 6' -0" 5' -0" 1' -6" (6) #5 #5 @16" 7' -0" 5-3" 1' -6" (6) #5 #7 @16" 8' -0" 1 1 1' -6" 11 #5 #7 @16" IELS O.C. HANDRAIL PER ARCH SCHEDULE "H" We "D„ "F1" "F2" "V„ 3' -0" 2' -9" 1' -0" (4) #4 #4 @16" #4 032" 4' -0" 3' -6" 1' -0" (5) #4 #6 @16" #4 @16" 5' -0" 4' -6" 1' -0" (6) #5 #6 016" #5 @16" 6' -3" 1 5' -9" 1' -2" 1 (7) #5 1 #7 @16" 1 #6 @16" EXTERIOR HARDSCAPE R PER CIVIL PLANS z T.O.W. PER CIVIL 23/4" TO q BAR' "V" BAR #4 @24" HORIZ. _ 8" CMU SOLID GROUT WEEP HOLE z PER 'F2' gilk T.O.F. F1' VARIES Scale SCHEDULE "H„ „W„ „D„ »F1„ "F2" "V„ 3' -0" 2' -6" 1' -2" (4) #4 #4 @16" #4 @32" 4' -0" S -0" 1' -2" (4) #4 #4 @16" #4 @24" 5' -0" 3' -6" 1' -2" (4) #4 #5 @16" #4 @16" 6' -0" 4' -3" 1' -2" (5) #5 #6 @16" #5 @16" 7' -0" 5' -3" 1' -6" (6) #5 #6 @12" #6 @16" 8' -3" 1 6' -3" 1 1' -6" 1 (7) #5 1 #6@12"1 #6 @8" EXTERIOR HARDSCAPE PER CIVIL PLANS J #5 @ 16" VERT d VARIES #4 @ 16" HORIZ. - L 2%4" TO li BAR' I #4 @24" HORIZ. E• 511 Gild[ �Efii1R1 .7a�:7G7.Ri70111fFiIlF.fl EXTERIOR HARDSCAPE ' PER CIVIL PLANS San Diego, California 92108 uTq iRUCT 0R1 Cdr (619) 521 -8500 Fax (619) 521 -8591 www,kpff.com kpff project #1800225 QF CALIF CHANGE NO. DESCRIPTION #4 @ 24" HORIZ 'V' BAR 8" CMU SOLID -1 - #7 @ 16" CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GROUT 111 .11 III VERT DOWELS V BARS 8 CMU SOLID GROUT DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH of illl l = DATE 18 x 18 " RECOMMENDED: OV D. (�- e� ARD J. WI ER JES OWENS CITY ENGINEE 6_A G DATE �'�� DATE BIOFILTRATION LINER 14075 -G 12" CMU CRUSHED ROCK AT 1 "0 WEEP ° PER CIVIL PLANS SOLID GROUT ° •' oo° o FINISH GRADE WEEP HOLES CONT. HOLES @ 6 -0 PLANNING r 0/ TO 1 -6 I I PER CIVIL °.o� 4'-0" z -' BAR RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 c CIO] iI I -, _� 11 OF 21 _# _ •' T.O.F. " 1' 6 5 @12 �_ VARIES #5 0 F1' BARS ° �(8) F' BARS ' F-7"' L W 'F2' BARS PROVIDE 8"x8" M 0 CONT. KEY w/ #4 W WHEN H > BIOFILTRATION RET. WALL AT PARKING LOT " i I RETAINING WALL SECTION AT NW BUILDING CORNER %v1NORTH MASONRY RETAINING WALL SE Scale X =1' -0" L V Scale w =1' -0" A Scale 1� " =1' -0' E• 511 Gild[ �Efii1R1 .7a�:7G7.Ri70111fFiIlF.fl EXTERIOR HARDSCAPE ' PER CIVIL PLANS San Diego, California 92108 uTq iRUCT 0R1 Cdr (619) 521 -8500 Fax (619) 521 -8591 www,kpff.com kpff project #1800225 QF CALIF CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LN MT SS DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH of INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2/14119 R.C.E. NO.: S3406 ERIC LEHMKUHL EXP.: 3/31120 RECOMMENDED: OV D. (�- e� ARD J. WI ER JES OWENS CITY ENGINEE 6_A G DATE �'�� DATE RETAINING WALL PLANS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL APN: 262 - 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP 14075 -G PUBLIC WORKS DATE PLANNING EL CAMINO REAL INTERSECTION RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER DATE REVIEWER INSPECTOR 11 OF 21 v N m a n 0 a N 0 STRUCTURAL FRAMING PER BUILDING PERMIT nRAwimncz #4 0 12" (H) E.F. 12" CONCRETE WALL f'c =5000 psi 18" MAT FOUNDATION PER BUILDING PPPEAIT MAWINGC #5x6' -0" DOWELS 0 12" SCHEDULE "H" 'W' "V" BARS "F" BARS "X" 8' -0" 5' -3" #5012" #6012" #5 9' -0" 6' -0" #5012" #6012" #6 10' -0" 7' -0" #5012" #6012" #6 11' -0" 8' -0" #5012" #7012" #7 12' -6" 1 9' -6" 1 #6012" 1 #7012" #8 L1 WEST BUILDING RETAINING WALL SECTION ��� NORTH BUILDING RETAINING WALL SECTION ��� NORTH RETAINING WALL SECTION P NORTH RE J SCALE: Yz " =1' -0' SCALE: Y2' -1 —0 SCALE: Yz —1 —0 SCALE: Y2' -1 ° -0" San Diego, California 92108 (619) 521 -8500 Fax (619) 521 -8591 w .kpff.com kpffproject #1800225 T.O.F. ERIC LEHMKUHL No.S3406 Exp. 3/31/20 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UtsKwNtu tir: uK 13Y: cHtcKtu 13Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LN MT MT SS DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2/14/19 R.C.E. NO.: 53406 ERIC LEHMKUHL EXP.: 3/31120 _ RECO MENDED: MER JESSE WENS CITY ENGIN R 7 % DATE DAT RETAINING WALL PLANS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL APN: 262 - 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP 14075 -G PUBLIC WORKS DATE PLANNING EL CAMINO REAL INTERSECTION RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER DATE REVIEWER INSPECTOR 12 OF 21 c [1 Q6 "-Lin _ 135° HOOK 900 HOOK TIES & STIRRUPS HOOKS ONLY 12 0 2 MAX TYPICAL BAR OFFSET a -0 o6 IV 4db MIN. OR 1800 HOOK 900 HOOK BAR SIZE D #3 1Y2" #4 2" #5 2," BAR SIZE D #3 THRU #8 6db #9 THRU #11 8db #14 THRU #18 10db STANDARD HOOKS - YPICAL REINFORCING BAR BENDS to Scale NOTES: 1. INCREASE EMBED DEPTH FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR: A. fy > 60 KSI: MULTIPLY LENGTH BY f y /60 B. EPDXY COATED REBAR: MULTIPLY LENGTH BY 1.2 C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33 CONCRETE STRENGTH psi HEADED BAR EMBED, Ldt #3 #4 #5 #6 #7 #8 #9 3000 0' -7" 0' -9" 0' -11" 1' -2" 1' -4" 1' -6» 1' -8" 4000 0' -6" 0' -8" 0' -10" 1' -0" 1' -2" 1' -4" 1' -6" CASE 1* - BAR CENTER TO CENTER SPACING > fi" CONCRETE STRENGTH psi CLEAR COVER in BAR SIZE #3 #4 #5 #6 #7 #8 #9 LAP CLASS Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP 3000 1.00 TOP 1' -1" 1' -5" 1' -6" 1' -11" 2' -2" 2' -10" 2' -11" 3' -10" 4' -9" 6' -2" 6' -0" 7' -9" 7' -3" 9' -5" BOTTOM 1' -0" 1' -4" 1' -2" 1' -6" 1' -8» 2' -2" 2' -3" 2' -11" 3' -8" 4' -9" 4' -7" 6' -0" 5' -7" 7' -3" 3000 1.50 TOP 1' -1" 1' -5" 1' -6" 1' -11" 1' -10" 2' -4" 2' -2" 2' -10" 3' -7" 4' -7" 4' -6" 5' -10" 5-6" 7' -2" BOTTOM 1' -0" 1' -4" 1' -2" 1' -6" 1' -5" 1' -10" 1' -8" 2' -2" 2' -9" 3' -7" S -6" 4' -6" 4' -3" 5-6" 1' -10" 3.00 TOP 1' -1" 1' -5" 1' -6" 1' -11" 1' -10" 2' -4" 2' -2" 2' -10" 3' -2" 4' -1" 3' -7" 4' -8" 4' -1" 5' -3" BOTTOM 1' -0" 1' -4" 1' -2" 1' -6" 1' -5" 1' -10" 1' -8" 2' -2" 2' -5" S -2" 2' -9" 3' -7" S -2" 4' -1" 1.00 TOP 1' -0" 1' -4" 1' -3" 1' -8" 1' -11" 2' -5" 2' -7" S -4" 4' -2" 5' -5" 5' -2" 6' -9" W -4» 8' -2" BOTTOM 1' -0" 1' -4" 1' -0" 1' -4" 1' -5" 1' -11" 2' -0" 2' -7" S -2" 4' -2" 4' -0" 5-2" 4' -10" 6' -4" 4000 1.50 TOP 1' -0" 1' -4" 1' -3" 1' -8" 1' -7" 2' -1" 1' -11" 2' -5" 3' -1" 4' -0" 3' -11" 5' -1" 4' -10" W -3" BOTTOM 1' -0" 1' -4" 1' -0" 1' -4" 1' -3" 1' -7" 1' -6" 1' -11" 2' -5" 3' -1" S -0" - 3' -11" 3' -8" 4' -10" 5 -2' 3.00 TOP 1' -0" 1' -4" 1' -3" 1' -8" 1' -7" 2' -1" 1' -11" 2' -5" 2' -9" 3' -7" 3' -1" 4' -1" 10' -2" 8' -11" BOTTOM 1' -0" 1' -4" 1' -0" 1' -4" 1' -3" 1' -7" 1' -6" 1' -11" 2' -1" 2' -9" 1 2' -5" 3' -1" CASE 1 KEYNOTES: 1. IF THE DIMENSIONS SHOWN ON FIGURE 1 ARE NOT MET, REBAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE PER THE CASE 2 SCHEDULE. 2. INCREASE DEVELOPMENT AND SPLICE LENGTHS FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR: A. fy > 60 KSI: MULTIPLY LENGTH BY fy /60 B. EPDXY COATED REBAR: MULTIPLY LENGTH BY 1.2 C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33 CASE 2 - ALL OTHER BAR SPACING BAR DESCRIPTION CONCRETE BAR SIZE #3 #4 #5 #6 #7 #B #9 AND LOCATION IN STRENGTH #8 Qe a (2 BARS MIN.) psi #3 #4 #5 #6 #7 #8 #9 SEE PLAN FOR A. fy > 60 KSI: MULTIPLY LENGTH BY fy /60 B. EPDXY COATED REBAR: MULTIPLY LENGTH BY 1.2 A TENSION C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33 O DEVELOPMENT 3000 0' -9" V -11" 1' -2" 1 1' -5" 1' -8" 1' -10" 2' -1" 4000 0' -8" STRUCTURE psi LAP CLASS Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP BAR WITH SPACING > Zdb & TOP 1' -10" 2' -4" 2' -5" S -2" 3' -0" S -11" 3' -7" 4' -8" 5-3" 6' -9" 6' -0" 7' -9" 6' -9" 8' -9" 3000 16 21 26 40 46 61 BOTTOM 1' -5" 1' -10" 1' -10" 2' -5" 2' -4" S -0" 2' -9" S -7" 4' -0" 5-3" 4' -7" C -0" 5-2" 6' -9" CLEAR COVER > db OR BEAM &COLUMN TOP 1' -7" 2' -1" 2' -1" 2' -9" 2' -7" 3' -5" 3' -1" 4' -1" 4' -6" 5' -11" 5-2" 6' -9" 5' -10" 7' -7" BARS WITH SPACING > db & 4000 f " „ " 1> f CLEAR COVER > db BOTTOM l'-3" 1 -7' 1' -7" 2' -1 2'-0' 2' -7 2'-5" 3'- 1 3 -6 4'-6" 4'-0" 5 -2' 4' -6' 5' -10" TOP 2' -9" 3' -6" S -7" 4' -8" 4' -6" 5-10» 5' -5" 7' -0" 7' -10" 10' -2" 8' -11" 11' -7" 10' -1" 13' -1" 3000 BOTTOM f 2'- 1 ' 2' -9" 2'-9" i " 3 -7 1 " 3 -6 f 1 4 -6' " 4' -2 5' -5" 1 6 -0" 7'-10' 1 fl 6 -11 " 8'- 11 1 " 7 -9 , 10 , -1 OTHER CASES TOP 2' -4" 3' -1" 3' -1" 4' -1" 3' -11" 5' -1" 4' -8" 6' -1" 6' -9" 8' -10" 7' -9" 10' -1" 8' -9" 11' -4" 4000 BOTTOM 1' -10" 2' -4" 2' -5" S -1" 3' -0" S -11" 3' -7" 4' -8" 5' -3" 6' -9" 6' -0" 7' -9" 6' -9" 8' -9" CONCRETE HOOKED BAR EMBED, Ldh 2. "S " =1' -6" STEPPED CASE 2 KEYNOTES: STRENGTH REBARS Q 1. INCREASE DEVELOPMENT AND SPLICE LENGTHS FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR: a a d° FOOTING REINF. SIZE AND kP PER #8 Qe a (2 BARS MIN.) psi #3 #4 #5 #6 #7 #8 #9 SEE PLAN FOR A. fy > 60 KSI: MULTIPLY LENGTH BY fy /60 B. EPDXY COATED REBAR: MULTIPLY LENGTH BY 1.2 A TENSION C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33 O DEVELOPMENT 3000 0' -9" V -11" 1' -2" 1 1' -5" 1' -8" 1' -10" 2' -1" 4000 0' -8" 0' -10" 1' -0" 1' -3" 1' -5" 1' -7" 1' -10" (2) #5 MIN. EL CAMINO REAL INTERSECTION TYP. CITY ENGINEER DATE REVIEWER _ _ - -- FLOOR LINE INSPECTOR 30 LENGTH HEADED REINFORCEMENT P PLAN AND G.S.N. s HOOKE[ No Scale (2) SCHEDULED WALL REINF @ EA. SIDE OF JOINT, DOWELED INTO FOOTING CONTINUOUS & HORIZ. REINF. THROUGH JT MAX. SPACING OF WJ 25' -0" U.N.O. ON PLAN YVHL� No Scale CHANGE NOT 58 /,, 78 DESCRIPTION STANDARD HOOK PER SEALANT AND BACKER ROD BOTH SIDES •�J 7 FIG. 1 )EVELOPMENT LEI GTHS AND JAMB BARS PER PLAN 5 STACKED CONTROL JOINT (2 - #5 MIN) EA. SIDE FROM TOP OF FTG TO OF JOINT DOWELED TOP OF WALL. SEE PLAN INTO FOOTING - FOR LOCATION 77/1 1441rl t • CMU WALL B TYPICAL LAP SPLICE C NON- CONTACT LAP SPLICE CES 0 in FIG. 2 LAP PER TOP OF FTG (SEE PLAN) NOTES: 1. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICES ARE CALCULATED PER ACI 318 -14, SECTION 25.4 AND 25.5, RESPECTIVELY. 2. THESE TABLES ARE BASED ON UNCOATED GRADE 60 REBAR PLACED IN NORMAL WEIGHT CONCRETE. SEE KEYNOTES BELOW THE TABLES FOR ADJUSTMENTS TO TABLE VALUES. 3. THIS SCHEDULE IS NOT APPLICABLE TO DUCTILE MOMENT FRAME MEMBERS RESISTING SEISMIC FORCES. 4. ALL SPLICE LENGTHS SHALL BE PER "LAP" LENGTHS PER TABLE UNLESS NOTED OTHERWISE ON PLANS. 5. WHERE "CLASS A" SPLICE IS CALLED OUT ON PLANS, USE TENSION DEVELOPMENT LENGTHS "Ld" PER TABLE. 6. TOP BARS ARE HORIZONTAL SLAB, BEAM & FOOTING BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW THE BARS AND ALL HORIZONTAL WALL REINFORCEMENT. 7. BOTTOM BARS ARE ALL VERTICAL WALL REINFORCEMENT AND ALL HORIZONTAL SLAB BEAM & FOOTING BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW THE BAR. 8. COVER DESIGNATES CLEAR COVER FROM SPLICED BAR TO FACE OF MEMBER. SPACING DESIGNATES CENTER -TO- CENTER SPACING OF SPLICED BARS. 9. FOR NON - CONTACT LAP SPLICES, ADD THE DISTANCE BETWEEN THE BARS TO THE SPLICE LENGTH IN THE ABOVE TABLE. 10. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE LARGER OF "Ld" OF THE LARGER BAR OR THE "LAP" LENGTH OF THE SMALLER BAR. CONCRETE JOINT ' � SEALANT AND BACKER ROD BOTH LINTEL REINFORCING 2. "S " =1' -6" STEPPED r SIDES OF WALL. PROVIDE BOND REBARS Q (2) #5 MIN LINO a a d° FOOTING REINF. SIZE AND kP PER #8 Qe a (2 BARS MIN.) C N e PLAN EXTEND BARS AS AS -BUILT APPROVALS �7 FAR AS POSSIBLE DRAWN BY: o SEE PLAN FOR LN MT ' � SEALANT AND BACKER ROD BOTH LINTEL REINFORCING 2. "S " =1' -6" STEPPED 1 SIDES OF WALL. PROVIDE BOND REBARS TO MATCH (2) #5 MIN LINO BREAKER STRIP PER SPECS FOOTING REINF. SIZE AND kP PER #8 SPACING (2 BARS MIN.) MIN. PLAN EXTEND BARS AS AS -BUILT APPROVALS TYR FAR AS POSSIBLE DRAWN BY: CHECKED BY SEE PLAN FOR LN MT FOR CMU REINF. FOOTING REINF. STD. 90° HOOK WHERE MIN. / EMBEDMENT NOT POSSIBLE / ELEVATION 9 'L T I / No Scale i�1:�9�lilgl EXTEND JAMB BARS FLOOR TO FLOOR OR FLOOR TO ROOF WHERE OPENING EXCEEDS 4' -0" IN WIDTH OTHERWISE EXTEND PER REINF DEVELOPMENT SCHEDULE OR 2' -0" MIN PAST FACE OF OPENING LL OPENINGS 61: 1(i1 #1 1110 Yd1L•a y „° of o W o- a FTG. & REINF. PER PLANS ELEVATION NOTE: NOTES: WHERE CONTINUOUS FOOTING IS UNDER A WALL, LOCATE CONSTRUCTION 1. HORIZONTAL REINFORCING AT FLOOR AND ROOF LINES (CHORD BARS) NOTES: JOINT AT Ya OF THE CLEAR OPENING WIDTH ABOVE FROM FACE OF SHALL BE CONTINUOUS THROUGH JOINT. 1. "D" =DEPTH OF FOOTING. OPENING, OR IN MIDDLE Ys OF THE DISTANCE BETWEEN COLUMNS. 2. SEE PLAN FOR LOCATION OF ALL MASONRY CONTROL TYP CONTROL JOINT AT CMU WALL LINTEL REINFORCING 2. "S " =1' -6" STEPPED MAX. U.N.O. FOOTING DETAIL PER SCHEDULE BLOCK SIZE CONT. (2) #5 MIN LINO 1Z No Scale #5 13 No Scale WHERE EXTENSION #8 IS NOT POSSIBLE 16 2'-6" MIN. EXTEND BARS AS AS -BUILT APPROVALS TYR FAR AS POSSIBLE DRAWN BY: CHECKED BY AND HOOK TYPICAL LN MT FOR CMU REINF. DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF PER PLAN 1 x DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2/14/19 ERIC LEHMKUHL R.C.E. 3/31 03406 EXP.: 3/31/20 RECD MENDED: OV D DWARD J. V AER JESSE WENS CITY ENGINE ,���X, C&- Z-� DATE ''' DATE JAMB BARS a S PER PLAN g (2) #4 (2) #5 MIN. EL CAMINO REAL INTERSECTION TYP. CITY ENGINEER DATE REVIEWER _ _ - -- FLOOR LINE STD. 90° HOOK WHERE MIN. / EMBEDMENT NOT POSSIBLE / ELEVATION 9 'L T I / No Scale i�1:�9�lilgl EXTEND JAMB BARS FLOOR TO FLOOR OR FLOOR TO ROOF WHERE OPENING EXCEEDS 4' -0" IN WIDTH OTHERWISE EXTEND PER REINF DEVELOPMENT SCHEDULE OR 2' -0" MIN PAST FACE OF OPENING LL OPENINGS 61: 1(i1 #1 1110 Yd1L•a y „° of o W o- a FTG. & REINF. PER PLANS ELEVATION NOTE: NOTES: WHERE CONTINUOUS FOOTING IS UNDER A WALL, LOCATE CONSTRUCTION 1. HORIZONTAL REINFORCING AT FLOOR AND ROOF LINES (CHORD BARS) NOTES: JOINT AT Ya OF THE CLEAR OPENING WIDTH ABOVE FROM FACE OF SHALL BE CONTINUOUS THROUGH JOINT. 1. "D" =DEPTH OF FOOTING. OPENING, OR IN MIDDLE Ys OF THE DISTANCE BETWEEN COLUMNS. 2. SEE PLAN FOR LOCATION OF ALL MASONRY CONTROL TYP CONTROL JOINT AT CMU WALL JOINTS. CJ 2. "S " =1' -6" STEPPED MAX. U.N.O. FOOTING DETAIL REINFORCING BAR SIZE BLOCK SIZE CONT. FOOTING CONSTRUC 1Z No Scale #5 13 No Scale #7 #8 14 No Scale 16 BENCHMARK 34 AS -BUILT APPROVALS 63 DESIGNED BY: DRAWN BY: CHECKED BY ENGINEERING DIVISION APPROVALS LN MT ss DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF 8" INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2/14/19 ERIC LEHMKUHL R.C.E. 3/31 03406 EXP.: 3/31/20 RECD MENDED: OV D DWARD J. V AER JESSE WENS CITY ENGINE ,���X, C&- Z-� DATE ''' DATE PUBLIC WORKS DATE PLANNING 21 26 EL CAMINO REAL INTERSECTION RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER DATE REVIEWER <54" 16 INSPECTOR 30 54 MASONRY REINFORCING BAR DEVELOPMENT & LAP SPLICE LENGTH. (INCHES) FOR CMU STRENGTH f'm = 2000 PSI NOMINAL COVER REINFORCING BAR SIZE BLOCK SIZE (IN.) #3 #4 #5 #6 #7 #8 <3ya" 16 22 34 54 63 72 8" >,3N" 16 21 26 46 62 72 <54" 16 21 30 54 63 72 12" >, 54" 16 21 26 40 46 61 NOTES: 1. COVERS BAR SPACING ASSUMED. COVER IS DISTANCE FROM OUTSIDE FACE OF BLOCK TO EDGE OF BAR. 2. BARS SPLICED BY NONCONTACT LAP SPLICES SHALL BE SPACED TRANSVERSELY A DISTANCE APART NOT GREATER THAN 1/5 THE REQUIRED LENGTH OF THE LAP SPLICE OR MORE THAN 6 ". 3. #9 AND LARGER BARS SHALL BE SPLICED BY WELDING OR BY APPROVED MECHANICAL CONNECTORS THAT CAN DEVELOP 125% OF THE SPECIFIED BAR STRENGTH IN TENSION. 4. WHEN ADJACENT LAP SPLICES ARE SEPARATED BY 3" OR LESS, THE REQUIRED LAP LENGTH SHALL BE TYP BY 30 %. 55 REINF. LAP SPLICE FOR M� (2 ) #5 VERT. MIN. - J STD. 90° HOOK TYP. (2) #5 VERT. MIN. END BLC COVER EDGE OF BAR • OUTSIDE FACE OF BLOCK WALLS 1 • _Gl 1 •. OPEN END BLOCK STD. 90° HOOK AND ALTERNATE 10`''" SCALE. 1 " =1 HORIZ. REINF. _1° TURNED VERT. CORNER F STD. 90° HOOK TYP. (3) #5 VERT. MIN. OPEN END BLOCK (2) #5, TYP. CORNER BAR TO MATCH HORIZ STEEL 2' -6» I N INTERSECTION OPTIONAL CORNER ' NOTE: L =30D OR 1' -6" MINIMUM 15 - ""y No Scale X NJOINT San Diego, California 92108 °T9 rRUCTUI? �V (619) 521-8500 Fax (619) 521 -8591 lF OF CAF CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARPTJMEBNTS DRAWING NO. RETAINING WALL PLANS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL 14075-6 APN: 262- 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP! DR / PMW / CDP 13 OF 21 0 1.0 SCOPE OF WORK 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRID REINFORCED SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE SITE RETAINING WALL PLAN BY PASCO LARET SUITER & ASSOCIATES DATED OCTOBER 16, 2018. 2. WORK INCLUDED: A. FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. FURNISHING STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. STORING, CUTTING AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. 2.0 REFERENCE DOCUMENTATION 1. PASCO LARET SUITER & ASSOCIATES, SITE RETAINING WALL PLAN, DATED OCTOBER 16, 2016. 2. GEOCON, INC., PRELIMINARY GEOTECHNICAL INVESTIGATION, PROJECT NO. G1733- 32 -01, DATED JULY 7, 2014. 3. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS 1. RED ONE ENGINEERING, INC. (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. RED ONE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT; COST OF ADDITIONAL SUBSOIL EXPLORATION; AND FOR ALL LABOR TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK, THE OWNER SHALL BE RESPONSIBLE FOR ALL SUCH COST. 3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS. 4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS WITHIN THE AREA OF CONSTRUCTION. 5. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S), INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. 6. SEGMENTAL RETAINING WALLS ARE FLEXIBLE STRUCTURES (VS. RIGID AS IN CMU WALLS) AND ARE SUBJECT TO POST CONSTRUCTION SETTLEMENT AND MOVEMENT. ALL IMPROVEMENTS (I.E. PAVEMENTS, CURBS, TRASH ENCLOSURES, UTILITY LINES ETC.) SHOULD BE DESIGNED TO HANDLE DIFFERENTIAL SETTLEMENT UP TO 1% OF TOTAL WALL HEIGHT. 4.0 GENERAL NOTES 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0. CHANGES TO THESE PLANS OR DOCUMENTS, INCLUDING GRADING, DRAINAGE, UTILITIES, SURCHARGE LOADS OR GEOTECHNICAL PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS.: RED ONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED. 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR VERTICA BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS, ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. RED ONE ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR. 5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND /OR PLANS. MODIFICATIONS TO THE DESIGN AND /OR PLANS MAYBE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 6. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS 1. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: 2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NO LESS THAN 250,000 SQUARE FEET. 3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS. 4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN, 6.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: ANCHOR RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS. 2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID AS SHOWN ON THE DRAWINGS. 3. LEVELING PAD BASE A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING I INCH 100 3/4 INCH 75 TO 100 NO. 4 0 TO 60 NO. 40 0 TO 50 NO. 200 0 TO 5 B. BASE THICKNESS: 61NCHES (MINIMUM COMPACTED THICKNESS). 4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 11NCH 100 3/4 INCH 75 TO 100 NO.4 0 T 60 NO. 40 0 T 50 NO. 200 0 TO 5 5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 31NCH 100 1 INCH 75 TO 100 NO.4 20 TO 100 NO. 40 OT060 NO. 200 OT035 A. THE PLASTICITY INDEX (PI) SHALL BE LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE (3) INCHES C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML, CL, OLMH, CH, OH OR PT. D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A. E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS, WHETHER ON -SITE OR IMPORTED, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 6. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND /ORASTM F405. 7. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. 7.0 FOUNDATION SOIL NOTES 1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, GRAS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH, 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT. 4. FILL OVER - EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 8.0 BASE COURSE NOTES 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT, B. PROVIDE AGGREGATE BASE COMPACTED TO6INCHES THICK (MINIMUM). 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED, 9.0 ERECTION NOTES 1. EXCAVATION SUPPORT, iF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 2. GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP' OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE -BY -SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. 6. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 91NCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. 7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE. RETAINING WALL UNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE, ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. 9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. 10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE - LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS. a. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. d. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND -TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND- TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 61NCHES OF LOOSE FILL. I. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS.. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION E UIPMENT TO A MINIMUM. h. RUBBER -TIRED EQUIPMENT MAY PASSOVER THE GEOSYNTHETIC EINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR, . TURNING OF RUBBER -TIRED EQUIPMENT IS NOT ALLOWED O GEOYNTHETIC REINFORCEMENT. 10.0 BACKFILL PLACEMENT NOTES 1. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A ANN R THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IP LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE HAND- OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED, A. ONLY LIGHTWEIGHT HAND- OPERATED COMPACTION EQUIPh ENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DR DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT. B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTE HNICAL ENGINEER, C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL It OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557), OR A RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. D. MOISTURE CONTENT:. AT OR 2 PERCENTAGE POINTS ABOVE THE 0 PTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS B THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL C F COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUI IOFF AWAY FROM THE WALL FACE. A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 5.. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON -FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND /OR GRAVEL. ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. 11.0 CAP UNIT INSTALLATION NOTES 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 12.0 WALL CONSTRUCTION TOLERANCE NOTES 1. WALL CONSTRUCTION TOLERANCES: A. VERTICAL ALIGNMENT: PLUS OR MINUS 1 -1/4 INCHES OVER ANY 10 -FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 31NCHES OVER THE LENGTH OF THE WALL. - B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: B.I. STRAIGHT LINES: PLUS OR MINUS 1 -1/4 INCHES OVER ANY 10 -FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES, B.3. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OR MINUS 1 -1/4 INCHES OVER ANY 10 -FOOT DISTANCE. 13.0 UTILITY NOTES I. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND /OR PLANS. MODIFICATIONS TO THE DESIGN AND /OR PLANS MAY REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS. - 2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATERTIGHT. NEOPRENE O -RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM. 4. - WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. 1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. 2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN :ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER'S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE, A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND - OPERATED COMPACTION EQUIPMENT. 5.. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALL CONSTRUCTION, INCLUDING SOIL IN THE FOUNDATION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFY COMPLIANCE WITH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES, 15.0 STATEMENT OF SPECIAL INSPECTIONS 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH CBC SECTION 1704.5. 2. SPECIAL INSPECTION WORK IS TO BE PERFORMED BY THE PROJECT GEOTECHNICAL ENGINEER. 3. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: A. UNIT DIMENSIONS. B. ANCHOR WALL UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959. C. FOUNDATION PREPARATION. -- D. UNIT PLACEMENT, INCLUDING ALIGNMENTAND INCLINATION. E, GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. F. BACKFILL PLACEMENT AND COMPACTION. G. DRAINAGE PROVISIONS. 3. TYPE AND EXTENT OF SPECIAL INSPECTION: A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS, 4. TYPE AND EXTENT OF EACH TEST: A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION. B. CONCRETE UNIT SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT. C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL. D. ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION. E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION, PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS. F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS -PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDS OF BACKFILL PLACED. G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL 5. SEISMIC OR WIND RESISTANCE: A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. 6. STRUCTURAL OBSERVATIONS: A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1704.6. 7, SPECIAL INSPECTION NOTES: A. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE BUILDING INSPECTOR, 16.0 SUBMITTALS 1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO REDONE ENGINEERING PRIOR TO THE START OF SEGMENTAL WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION. SEGMENTAL RETAINING WALL SPECIAL INSPECTION REPORT 1 ON FILE WITH ENGINEERING DIVISION, 17.0 ANCHOR WALL DESIGN NOTES 1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE USED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. SOIL DESIGN PARAMETERS: A. REINFORCED SOIL: PHI = 30 DEGREES C= 0 PSF GAMMA = 130 PCF RETAINED SOIL: PHI = 30 DEGREES C= 0 PSF GAMMA = 130 PCF FOUNDATION SOIL: PHI = 30 DEGREES C= 0 PSF GAMMA = 130 PCF 3. DESIGN PEAK GROUND ACCELERATION (2(3`PGAm PER 2016 CBC AND ASCE 7 -10): 0.31G 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION, GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6.5 THIS SHEET 5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 6. LATERAL EARTH PRESSURES ARE DETERMINED USING RANKINE EARTH PRESSURE THEORY T INTERNAL STABILITY OF WALLS A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH = 1.50 B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT = 1.50 C. PERCENT COVERAGE OF GEOGRID = 100% 8. EXTERNAL STABILITY A. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING = 2.00 C. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS =2.00 D. UNIFORM SURCHARGE = AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE =AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS 9. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER) A. MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY = 1.15 18.0 ANCHOR WALL ICC REPORT ANCHOR WALL SYSTEM ICC -ES REPORT ESR -1959 19.0 APPLICABLE BUILDING CODE ALL CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE 20.0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 14. TITLE SHEET AND NOTES SHEET 15. ANCHOR WALL PLAN VIEW SHEET 16. ANCHOR WALL. PROFILE SHEET 17. TYPICAL WALL SECTION AND DETAILS PREPARED FOR THE EXCLUSIVE USE OF prepared by 1295 DISTRIBUTION. WAY @ROfESS /O�y,. VISTA, CA 92081 O M. MJ14 1295 distribution way FAX Teo 5090078 ' a vista, ca 92081 Y z phone 760.410.1665 W No. 68429 z on r/ facsimile 760.509.0078 facsimile *Tq� CIVi\- N* OF CALIF STRUCTURAL PLAN Cy6CK.PERFORMED SYESGIL, ASAPEGUI1 -T GWOED RETAINING WALL SYSTEMS, INC engineering Inc COMAAN`( VAMEO AP14L10 2019 AS PLAN CRZCWtrlB -1941. CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY I DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "ENC -36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED AP V D' 1 SEGMENTAL RETAINING WALL PLANS FOR: W - LOCATION: NE CORNER OF DRAINAGE CURB INLET IN DATE PUBLIC WORKS DATE: 2/11/19 WESTMONT OF ENCINITAS 14075 -G EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF PLANNING JESS OWEN DWARD J. I MER 1920 S. EL CAMINO REAL EL CAMINO REAL INTERSECTION R.C.E. NO.: 68429 CITY E GIN RECORD FROM: RODS 18416 CITY ENGINEER DATE REVIEWER 6A 20 APN: 262. 160.26 & 27 EXP.: � � ELEVATION: 37.521' DATUM: NAVD -88 9/30/19 -- 7 INSPECTOR DATE DAT I PLANNING CASE NO: 16 -131 MUP / DR / PMW ! 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I // I_�11� I , I i ll 1 ; 11, -- ­- -2. � i i Ill I , 11, - 1 iiI/,I��/__ GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. i 'I It It I il� I 'I,- � fi I , /-'SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN -\�--_ z I I I I q i f I � 1­ I !ill - - t:::::t � _lf- , '11,; N, ,-"- V 'll l i CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE \k � ­- , � j i�lll 1, ENGINEERING, INC. SHALL BE CONSULTED PRIOR TO ANY \ � � I i t� 1 : I I'll • I -t�, W ; I I 11 , \-- I � - 1+1 I I - , EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS I " l �� 0i 'i ,\ I '' 1 i I I i : I I ; i I , , V'Nk : I l 1 i i � , , � Ill'i I SHALL BE MADE TO COORDINATE INSTALLATION OF N I I i I j , I" i i, , , SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. ) I i I It , r , � '5 qzJII�� I � 1 un I 1 1 1 ), i I 11I i 1 "'llIA , I I t 1 1 , i i I I i I l , l-lif 1 1 i I , 1, i� , l I I 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE \ \\ I 1 i i ,j Ii I i 11:1 � FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM �\ I , i i 1 i�! 1 iWili , \ " l ; ; 1 1 . ! I , ,q 1 it �,i � THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM . 1, I I ig, Hij, � t , , I I i i I A I- �j, I'll ii IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO ,\ '\' I i i I �, \ 11 I" � � i i �� i j iilwll 1 POND ABOVE THE ANCHOR RETAINING WALL. " i , I j t i I 1 1 11 4 11 '' 11 I ,\.,\ "t i I I 1I 11 !'fl �� , . � �` i I � ; i I I 1� � l � . , ig l i i�i j�i j 4. GEOGRID, INC. TO PROVIDE SUBDRAIN STUB OUT AS SHOWN l \ 11, � I I I i , � , 1 I , 1 \ " \ . il j� � i 11 _.", I i;l� Ili' ON THE WALL PROFILES. THE GENERAL I i f 1 1 1 , t I � . 2 I I It 1 5 f ,it 1;! CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR PROVIDING i i i ; 'i 1, )ill . ,i \ � , H I 1 ;l 1 , 1 I I i � i : " 1 1i OR OUTLETS AS SHOWN ON THE WALL I :4 il i I , I i Illk - I - I ; �il; ili PROFILES AND IN ACCORDANCE WITH THEIR CIVIL ENGINEER. �. I I � I, 1� I , , - I � ;I 1 I 1 1 1 1 i ! til 1 i !I,H, __­` \I'- I : � i , I 1 i j r :� t il l 'i, , - ­ / I ! I ! , I - Ili I � 11 I , I I ! , i it 5� I I '- i I ! I I � \ , V : I I 1 1 I I Ill 1 1 � � , I � 1 � 1 � ," I 1 1 if 1 ; I it le" I t 1 1 i , I ill, i I r I , I 1 1 i i I I / I ; 1 II I I I i� . 1 , I I i I � I F I I . f, l i ,I , I , 10 I I I � I I I " I I � / i l 1 Jl W 1 0 V ; l, I ; Ill "ll , H � il 1 1 ,, 1 1 1 1 i , I I . I I ! I - I i �� � Mi �,- _--1­­1 I I , i � ­°, . , � k i li !J � , '' I !� tl" I i l I l I41 . I , 11 i I 1 , , I i i Ili I , 1111 i � I f I i . i i i 1 ',If i If ? 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I- _1 _', _� _11_� , �_ 1 9 i ___ " \ I I z It( _- " l i V i i , _�_ --- I -, � t , , � , i fit ____ ,,­­_ __1.. - ----- -------- --_-- --r- -- l I I � l ill f \7 if I I � I ii� xi I , // f I I 1, "I ­Ili � � t i I � I !l l I , C I / ? \ ! i � I t I I Q) I �, i i l l 2 f f i I I I , � l I I I , / , I A , I , i i . I I I s " , " /I it ' 'il i i I � �l I I I I l I / I i , k I i / I x / I / i i X X1 I , ,I _ i V t _,_ _ � ! I I I i � t tj -,, I � I , . ­ , 4 I \ I � � I I , � 3(e. I � 10 N � \t � i i l , " l I " i t , I I , I . I - i � � � � I "I � � , I i ; _1�1 / I— II � � � � ;" ' 'i _ � I i I I I i , I I , " I i i 1 , ; ; t illjr 1 / / I 11 � " t t t I / ; i � , , I , 1�) I I I I � i i I . �� 1 , I � Ij? , / / / i..,11 , ; � 1 1 1 /F i it �_ � I ; / / h I { l 11 l i i i I , I 1 1 11 \ 1 I I I I l I I , I ,/ 1 ( l ,___ .T CHANGE NO. DESCRIPTION APPROVED DATE AS-BUILT APPROVALS DESIGNED BY: I DRAWN BY: . CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I I - DESCRIPTION: STATION "ENC-36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE NDE A VGD: _% SEGMENTAL RETAINING WALL PLANS FOR: LOCATION: NE CORNER OF DRAINAGE CURB INLET R DATE PUBLIC WORKS DATE: 2/11/19 r2: .--"r 6�� WESTMONT OF ENCINITAS EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF PLANNING - /_ W , JESSjf OWENS - EDWARD J. ER 1920 S. EL CAMINO REAL 14075-G EL CAMINO REAL INTERSECTION - - - ��� R.C.E. NO.: 68429 CITYXNGI - RECORD FROM: ROS 18416 CITY ENGINEER DATE ,� # APN: 262-160-26 & 27 ELEVATION: 37. REVIEWER / 60 /I I F i i i I 521' DATUM: NAVF88 INSPECTOR 1 17 EXP.: 9130/19 DATE I , W t. 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DESCRIPTION DATE AS-BUILT APPROVALS DESIGNED BY: I DRAWN EE:::T=HECKED I BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION 'ENC-36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET FN_ EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF INT. DATE PLANS PREPARED UNDER SUPERVISION z ?t-e- -_ � ,#- -T----T---- � OF DATE: 2/11/19 R.C.E. NO.: 68429 EXP.: 9/30/19 RECO z_NDE = L,____�, - ZL4A.- fti JESSEfOWENS EDWARDJ. M R CITY EYGIN f ?.C>/ 9 ATA .1 r. 10 _.� 1 DATE - - DATE I * t IIIIIIIIIIIIII SEGMENTAL RETAINING WALL PLANS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL APN: 262-160-26 & 27 PLANNING CASE NO: 16-131 MUP / DR / PMW / CDP I 14075-G PUBLIC WORKS DATE PLANNING - EL CAMINO REAL INTERSECTION - 1 1 RECORD FROM: ROS 18416 - ELEVATION: 37.521' DATUM: NAVD-88 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 CITY ENGINEER DATE I REVIEWER LIIIII=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm I 1 =====I INSPECTOR - - - 1 16 OF 21 RA1 Active projects\Westmont Encinitas\Construction Drawings\C748-18058NNO.dwg, SHEET 3, 2/11/2019 2:21:20 PM I 00 0 04 0) < () < �_ (j U) z 5; 7 - (D >_ z < 2 �: W Z Lu 'O U� CC � �- cc (L) =) , z _M 6 Ld Of � Lu �- 14 z LI) _0 00M r- 0 U, M:i � C14 , (L STEP 3 - PLACE REINFORCEMENT IN THE AREAS WHERE THE MARKS SHOW GAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE STEPS AS NEEDED., PREPARED FOR THE EXCLUSIVE USE OF prepared by 1295 DISTRIBUTION WAY QRpfESS /py� VISTA, CA 92081 TEL 760 509 0079 1295 distribution way y ,� FAX 760 509 0078 ' e vista, ca 92081 phone 760.410.1665 �y`. No. 6$429 M 'IC�`® one facsimile 760.509.0078 lqmiw matt @red1engineering.com *T9� Ctyl\�* OF cAt \F RETAINING WALL SYSTEMS, INC engineering inc STRUCTU ERF FEBUILT COMP 20 418 -2941. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "ENC -36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: Of D• SEGMENTAL RETAINING WALL PLANS FOR: LOCATION: NE CORNER OF DRAINAGE CURB INLET IN DATE PUBLIC WORKS DATE: 2/11/19 C � WESTMONT OF ENCINITAS EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF JESS OWENS EDWARD J. I IMER 1920 S. EL CAMINO REAL 14075 -G EL CAMINO REAL INTERSECTION PLANNING R.C.E. NO.: 68429 RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER 41 7/' CITY "w APN: 262e16 ®�26 $t 27 ELEVATION: 37.521' DATUM: NAVD -88 INSPECTOR EXP.: 9/30/19 DATE f DAT PLANNING CASE NO: 16-131 MUP / DR / PMW / CDP 17 OF 21 R: \1 Active projects \Westmont Encinitas \Construction Drawings \C748- 18058NNO.dwg, SHEET 4, 2/11/2019 2:21:23 PM Know what's below, Call before you dig. DIG ALERT!! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH /EXCAVATION PERMIT N0.— — — —'— _ — _ — — — — LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL' PROPOSED IMPROVEMENTS IMPROVEMENT S MBOL TEMPORARY SOLDIER BEAM I TEMPORARY TIMBER LAGGING SOLDIER BEAM COUNT# X DETAIL /SECTION CALLOUTS SH 3x12 DF #2 TIMBER LAGGING _— -- — - - -- — I I LUX CANY ®N DRIVE PROPOSED 1:1 SLOPE r a r` 1a1. 1.2 1 _ \\ \ ., r, _. I — - -- - - - -- — — -- -- - - -- RE�. '_,_'.? %_�!L .i - - -- �. _ --'"� .-- - - - -"� � �_ � -- _�-___— rs.__�:..�,_.�\' Ir — -- T�..__PROP_OSED...TEMPORARY - - -- -- — — — - -- - - - = —m— - -- — -- fI' SHORING — — 1 f. %I PROPOSED BUILDING 77 — i E I I I i I I I i i i I I I i i I) I, Ij I I I' I� I 1 1 :> m� 1-1 i a i I In STRUCTURALLY DESIGNED MASONRY RETAINING WALL; SEE GRADING PLAN SHEETS 10 -13 GEOGRI D / KEYSTONE RETAINING WALL; SEE GRADING PLAN SHEETS 14 -17 r STRUCTURALLY DESIGNED MASONRY RETAINING WALL; SEE GRADING PLAN SHEETS 10 -13 PROPOSED STRUCTURE 2ND FLOOR FF = 104.2 1ST FLOOR FF = 92.0 TEMPORARYTOE OF SLOPE = 89.5 o � I I, I� I , I I � T - 1 f _ I I oGO l �Q f - - - - -I - I _ - -- i f I I I L -- - I I I I ' OVERALL — S TE PLAN MEW STRUCTURAL PLAN CHECK PERFORMED SCALE: 3" — 32' -0" BY ESGIL, A SAFEBUILT COMPANY DATED CONDOM - JOHNSON nMIL IO , 2019AS PLAN CHECK# ASSOCIATES, INC_ �µE58�9 18 -2941 Ap' P3�yc ■ ■ ■ CONTRACTORS AND ENGINEERS p 0V. 1 H 1 12 z DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-IBU1LT APPROVALS G CH GB ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 NOTES ADDED DESCRIPTION: STATION "ENC -36" POINT 1038 INT, DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: "J.W 2 REVISED PLANS LOCATION: NE CORNER OF DRAINAGE CURB INLET IN HORING PLANS FOR: WESTMONT OF ENCINITAS GEORGE BURROUGH DATE PUBLIC WORKS DATE: 2120/19 N�— ` G EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF JESS OWWENS DUER 19 20 S. EL CAMINO REAL 14075 -G EL CAMINO REAL INTERSECTION PLANNING R.C.E. NO.: 058413 RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER 6 /r�� CITE COIN APN: 262 - 160 -26 & 27 ELEVATION: 37.521' DATUM: NAVD -88 INSPECTOR GEORGE BURROUGH EXP.: 12/31!20 DATE DAT PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP 18 OF 21 N r N a .- U�_ O O7 C7 00 wLC occ zm <m ¢¢ ULL W CSC j W 6 X C'. WLc a cc >a Ln ` �a m g I �e 6 a o � I I, I� I , I I � T - 1 f _ I I oGO l �Q f - - - - -I - I _ - -- i f I I I L -- - I I I I ' OVERALL — S TE PLAN MEW STRUCTURAL PLAN CHECK PERFORMED SCALE: 3" — 32' -0" BY ESGIL, A SAFEBUILT COMPANY DATED CONDOM - JOHNSON nMIL IO , 2019AS PLAN CHECK# ASSOCIATES, INC_ �µE58�9 18 -2941 Ap' P3�yc ■ ■ ■ CONTRACTORS AND ENGINEERS p 0V. 1 H 1 12 z DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-IBU1LT APPROVALS G CH GB ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 NOTES ADDED DESCRIPTION: STATION "ENC -36" POINT 1038 INT, DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: "J.W 2 REVISED PLANS LOCATION: NE CORNER OF DRAINAGE CURB INLET IN HORING PLANS FOR: WESTMONT OF ENCINITAS GEORGE BURROUGH DATE PUBLIC WORKS DATE: 2120/19 N�— ` G EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF JESS OWWENS DUER 19 20 S. EL CAMINO REAL 14075 -G EL CAMINO REAL INTERSECTION PLANNING R.C.E. NO.: 058413 RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER 6 /r�� CITE COIN APN: 262 - 160 -26 & 27 ELEVATION: 37.521' DATUM: NAVD -88 INSPECTOR GEORGE BURROUGH EXP.: 12/31!20 DATE DAT PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP 18 OF 21 N r N a .- U�_ O O7 C7 00 wLC occ zm <m ¢¢ ULL W CSC j W 6 X C'. WLc a cc >a Ln ` �a 104' -10" 2' -8" ' -0" ' -0" '-2"----8'-0" ' -11" 8 SPACES @ 8' -0" OC = 64' -0" 120.00' 120.00' 110.00' 110.00' 100.00' 100.00' TOW =96' 0" 3" x 12" DF #2 LAGGING (TYP, U.N.O.) 90.00' 90.00' cJ BOW 9' -6„ SH_3 I SOLDIER BEAM, TYP. 80.00' lejL (SEE SCHEDULE) 80.00' 10 O2 3 ® 7D ® O9 10 11 12 13 14 70.00' 70.00' ELEVATION VIEW - LOOKING FORTH NOTES: SCALE: 3" = 32' --0 "' 1. FOR DIMENSIONS OF "H ", "DTOE ", SEE SCHEDULE PER SH -4. 2. LOCATE ALL EXISTING AND PROPOSED UTILITIES AND STRUCTURES PRIOR' TO SHORING INSTALLATION. I LUX CANYON DRIVE PROPOSED 1:1 SLOPE I - a - Omni - - - - -- ,iii- ` f -T _PROPOSED TEMPORARY -- - -- -- SHORING 'GI PROPOSED i -7 -z- BUILDING � c._j.' e G_ I .f .__t rr � e Mfrl SH_3 II I,a 2 I ; iml SH -3 PLAN VIEW LOOKING NORTH STRUCTURAL PLAN CHECK PERFORMED BY ESGIL, A SAFEBUILT COMPANY DATED CONDON - ''JOHNSON SCALE: 3" = 32' -0" � ASSOCIATES, INC. 0���5,�,R AvaiL 10 12019 AS PLAN CHECK # 18 -2941 u n SH =2 CONTRACTORS AND ENGINEERS * Ep1 3%40 A�OF CAI%fQQ$ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GB cH GB 1 NOTES ADDED DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION NE CORNER OF DRAINAGE CURB INLET IN INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2/20/19 RECOMMENDED: A D' �___� SHORING PLANS FOR: WESTMONT OF ENCINITAS 14075 2 REVISED PLANS PUBLIC WORKS GEORGE BURROUGH DATE PLANNING EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF JESS WENS UARD J. ER 1920 S. EL CAMINO REAL -G EL CAMINO REAL INTERSECTION R.C.E. NO.: 058413 GEORGE BURROUGH EXP.: 12/31/20 CITY GIN 6/71 e ( DATE DAT9 APN: 262 - 160 -26 & 27 PLANNING CASE NO: 16 -131 MUP / DR / PMW ! CDP RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER DATE REVIEWER INSPECTOR 19 OF 21 PROPOSED GRADE 110.00' VARIES 110.00' 1 100.00' iv 100.00' MAXIMUM SPACING OF SOLDIER BEAM H., DRILLED SHAFT (SEE ELEVATION FOR SPACING) 90.00' 90.00' BACKFILLED WITH CONCRETE /SLURRY BOTTOM OF TEMPORARY EXCAVATION "D toe SHORING - °a FILL VOIDS BEHIND LAGGING WITH COMPACTED ° °'�. - ° SOIL OR LEAN CONCRETE, AS NECESSARY. 80.00 80 a a a4 4 .00' G d a NOTE: 1. FOR DIMENSIONS "H" & "D "toe SEE SOLDIER BEAM SCHEDULE ON SHEET SH -4 2. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS —BUILT BEFORE SHORING BEGINS. �� TEMPORARY CROSS SECTION (H_� N.T.S. SAFETY CABLE RAILING (TYP. AROUND PERIMETER OF SHORING PER CAL — OSHA STANDARDS) ,11 1 „ m 42" PROPOSED GRADE VARIES TIMBER LAGGING, SEE ELEVATION 1 -1/2 SACK SLURRY BOTTOM OF/ EXCAVATION 2,500 PSI CONCRETE D.toe SOLDIER BEAM (SEE SCHEDULE) HAFT DIAMETER NOTES: 1. FOR DIMENSIONS "H ", "Dtoe , SEE SCHEDULE PER SH -4. 2. NEW STRUCTURE WALL NOT SHOWN FOR CLARITY. SOLDIER BEAM, TYP (SEE SCHEDULE) TIMBER LAGGING I L1 -1/2" (MIN.) SEE ELEVATION BEARING (TYP.) SOLDIER BEAM SECTION` PLAN SECTION (TYP.) SOLDIER BEAM, TYF (SEE SCHEDULE; N.T.S. DRILLED SHAFT BACKFILLED WITH SLURRY /CONCRETE TIMBER LAGGING (MIN.) (SEE ELEVATION) INSIDE CORNER LAGGING DETAIL (TYP.) N. T. 1 -1/2" (MIN.) BEARING (TYP.) SOLDIER BEAM (SEE SCHEDULE)� 1 -1/2" (MIN.) BEARING (TYP.) ER LAGGING ELEVATION) LAGGING INSTALLATION AS REQUIRED, TYP.) TIMBER LAGGING BRACE DETAIL (TYP.) L 3"x 3 "x4" W/ �"x 3" LAG BOLTS Q 12" O.C. v DRILLED SHAFT BACKFILLED WITH—/ 1 -1/2" (MIN.) CONCRETE /SLURRY BEARING (TYP.) TIMBER LAGGING SEE ELEVATION N.T.S. SOLDIER BEAM, TYP (SEE SCHEDULE) o. a (MIN.) BEARING (TYP.) LOG CABIN LAGGING DETAIL (TYP.) N.T.S. a) SOLDIER BEAM SECTION (CANTILEVER) SH j- N.T.S. STRUCTURAL PLAN CHECK PERFORMED lq4mmi CONDON - JOHNSON BY ESGIL, A SAFEBUILT COMPANY DATED � ASS ®CIATES, INC. APRIL l , 2019 AS PLAN CHECK # QRpiESSIONA 18 -2941 CONTRACTORS AND ENGINEERS ` "' '" E»o. iz{si /zo SH -3 c n �9Tie OF CAl \FDAa$ CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK AS -BUILT APPROVALS ce Cr_ GB ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 NOTES ADDED DESCRIPTION: STATION "ENC -36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: A OV D' 2 REVISED PLANS LOCATION: NE CORNER OF DRAINAGE CURB INLET IN PUBLIC WORKS DATE: 2/20/19 _ SHORING PLANS FOR: WESTMONT OF ENCINITAS EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF GEORGE BURROUGH DATE 44,( u / .� A 07G ��± EL CAMINO REAL INTERSECTION PLANNING JESSE OWENS UARD J. WI ER 1920 S. EL CAMINO REAL 'F :� V R.C.E. NO.: 058413 CITY GI RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER /�1 a ��� APN: 262-160 -26 & 27 ELEVATION: 37.521' DATUM: NAVD -88 INSPECTOR GEORGE BURROUGH EXP.: 12/31/20 DATE 1 / DATE! PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP 20 OF 21 0 N_ N U °) Z U r Lu 0 QUW'� o coCD ZLD U) Z U U. °Wco ZWq> °WLo S >00 Z1,- O (COO x Urna ;1 / TIME (SEI I / / / 20d NAILS FOR (4 PER BOARD j/ I/ I 1 -1/2" (MIN.) BEARING (TYP.) ER LAGGING ELEVATION) LAGGING INSTALLATION AS REQUIRED, TYP.) TIMBER LAGGING BRACE DETAIL (TYP.) L 3"x 3 "x4" W/ �"x 3" LAG BOLTS Q 12" O.C. v DRILLED SHAFT BACKFILLED WITH—/ 1 -1/2" (MIN.) CONCRETE /SLURRY BEARING (TYP.) TIMBER LAGGING SEE ELEVATION N.T.S. SOLDIER BEAM, TYP (SEE SCHEDULE) o. a (MIN.) BEARING (TYP.) LOG CABIN LAGGING DETAIL (TYP.) N.T.S. a) SOLDIER BEAM SECTION (CANTILEVER) SH j- N.T.S. STRUCTURAL PLAN CHECK PERFORMED lq4mmi CONDON - JOHNSON BY ESGIL, A SAFEBUILT COMPANY DATED � ASS ®CIATES, INC. APRIL l , 2019 AS PLAN CHECK # QRpiESSIONA 18 -2941 CONTRACTORS AND ENGINEERS ` "' '" E»o. iz{si /zo SH -3 c n �9Tie OF CAl \FDAa$ CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK AS -BUILT APPROVALS ce Cr_ GB ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 NOTES ADDED DESCRIPTION: STATION "ENC -36" POINT 1038 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: A OV D' 2 REVISED PLANS LOCATION: NE CORNER OF DRAINAGE CURB INLET IN PUBLIC WORKS DATE: 2/20/19 _ SHORING PLANS FOR: WESTMONT OF ENCINITAS EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF GEORGE BURROUGH DATE 44,( u / .� A 07G ��± EL CAMINO REAL INTERSECTION PLANNING JESSE OWENS UARD J. WI ER 1920 S. EL CAMINO REAL 'F :� V R.C.E. NO.: 058413 CITY GI RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER /�1 a ��� APN: 262-160 -26 & 27 ELEVATION: 37.521' DATUM: NAVD -88 INSPECTOR GEORGE BURROUGH EXP.: 12/31/20 DATE 1 / DATE! PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP 20 OF 21 0 N_ N U °) Z U r Lu 0 QUW'� o coCD ZLD U) Z U U. °Wco ZWq> °WLo S >00 Z1,- O (COO x Urna GENERAL NOTES AND DEFINITIONS: 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. THE SHORING CONTRACTOR IS DEFINED AS THE ENTITY WHICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN, AND DESCRIBED WITHIN, THESE DRAWINGS. 4. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAFETY AND CONSTRUCTION CODES. - 2013 CALIFORNIA BUILDING CODE - CALTRANS TRENCHING AND SHORING MANUAL, REVISION 2011 - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005. 5. UNLESS OTHERWISE NOTED, THE SHORING AND SUPPORT SYSTEMS DEPICTED WITHIN THESE DRAWINGS ARE TEMPORARY SYSTEMS WITH A LIMITED STRUCTURAL LIFE. THEY ARE INTENDED TO FACILITATE THE CONSTRUCTION OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURES MUST BE DESIGNED TO ACCOMMODATE ALL APPLICABLE LOADS ON A PERMANENT BASIS. 6. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 7. HEAVY EQUIPMENT SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 8. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE PROPERTY OF CONDON - JOHNSON & ASSOCIATES, INC. AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND /OR USED WITHOUT OUR WRITTEN CONSENT. 9. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. 10. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MAY BE IN CONFLICT WITH, OR AFFECTED BY, THE SHORING SYSTEM. 11. ALL INSPECTION SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 12. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 13. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 14. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND /OR MATERIALS MAY BE USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER. 15. MONITORING OF SOLDIER PILES SHALL BE PERFORMED PERIODICALLY BY A SURVEYOR AND SHALL BE THE RESPONSIBILITY OF OTHERS. MONITORING DATA SHALL BE MAILED ON A REGULAR BASIS TO THE SHORING ENGINEER. IF MOVEMENT EXCEEDS 1 ", REMEDIAL MEASURES SHALL BE IMPLEMENTED PRIOR TO FURTHER CONSTRUCTION. 16. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL EXCAVATION SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. , IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE RELATIVE TO THE BACK FACE OF THE NEW STRUCTURE WALL. 17. THE SHORING SYSTEM SHALL REMAIN IN PLACE WHERE APPLICABLE. CONDON - JOHNSON � ASSOCIATES, INC_ CONTRACTORS AND ENGINEERS PROCEDURE FOR CANTILEVER SOLDIER BEAMS: 1. SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AND INSTALLED AS SHOWN HEREIN OR AS APPROVED BY THE SHORING ENGINEER. SOLDIER BEAMS SHALL BE PLACED IN DRILLED SHAFTS AS SHOWN IN THE DETAILS' HEREIN. 2. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN PRE DRILLED SHAFTS IN ACCORDANCE WITH LOCATIONS SHOWN HEREIN. ALLOWABLE TOLERANCE SHALL BE TWO INCHES (2.0 ") IN AND TWO INCHES (2.0 ") OUT OF ALIGNMENT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN HEREIN. IF BEAMS ARE PLACED IN PRE - DRILLED SHAFTS, BACKFILL THE TOE AS SHOWN IN THE DETAILS HEREIN. FILL THE REMAINDER OF THE SHAFT OR ANY DRILLED PORTION WITH LEAN CONCRETE. 4. START EXCAVATION AND LAGGING, AS REQUIRED, IN LIFTS NOT GREATER THAN FIVE FEET (5.0') OR AS DIRECTED BY THE SHORING ENGINEER. CONTINUE THIS PROCEDURE UNTIL THE BOTTOM OF EXCAVATION IS REACHED. MATERIALS: 1. STRUCTURAL STEEL FOR SOLDIER PILES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -992 (50 KSI) OR BETTER. 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36 (36 KSI) OR BETTER. 3. WELDING: ELECTRIC ARC USING ELECTRODES E70 -XX. 4. LAGGING: IF SOIL CONDITION AND CHARACTERISTICS MERIT, LAGGING MAY BE OMITTED IN CERTAIN AREAS AS DIRECTED BY THE SHORING ENGINEER. LAGGING SHALL BE ONE OR A COMBINATION OF THE FOLLOWING ITEMS AND SHALL BE APPLIED AS DIRECTED BY THE SHORING ENGINEER: - DOUGLAS FIR #2: TIMBERS PRESSURE TREATED FOR GROUND CONTACT, 0.40 ACQ - REINFORCED SHOTCRETE FACING - STEEL PLATE 5. LEAN CONCRETE: LEAN CONCRETE SHALL BE A MIXTURE OF SAND, CEMENT AND WATER WITH A MINIMUM OF 1 -1/2 SACK OF CEMENT PER CUBIC YARD. 6. CONCRETE: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. MONITORING OF EXISTING UTILITIES & IMPROVEMENTS: 1. THE GENERAL CONTRACTOR SHALL MONITOR THE FACE OF SOLDIER PILE AT MONITORING POINTS LOCATED APPROXIMATELY EVERY 40' ON CENTER AT THE TOP OF SOLDIER BEAMS AND ALSO DIRECTLY BEHIND THE SOLDIER PILE AT A DISTANCE H/2 FROM THE SHORING WALL. 2. THE GENERAL CONTRACTOR SHALL CHECK THE MONITOR POINTS AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS AND ON A MONTHLY BASIS AFTER EXCAVATION HAS BEEN COMPLETED. DESIGN CRITERIA: 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATION PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: PRELIMINARY GEOTECHNICAL EVALUATION WESTMONT OF ENCINITAS PREPARED BY: GEOCON INCORPORATED DATED: JULY 7, 2014 UPDATED GEOTECHNICAL EVALUATION WESTMONT OF ENCINITAS PREPARED BY: GEOCON INCORPORATED DATED: OCTOBER XX, 2018 2. DESIGN PRESSURES: - PASSIVE EARTH PRESSURE = 350D + 300 PSF - EQUIVALENT FLUID PRESSURE: = 28 PCF, TRIANGULAR, CANTILEVER = 56 PCF, TRIANGULAR, CANTILEVER W/ 1:1 SLOPE - LIVE LOAD (TRAFFIC) = 100 PSF, TOP TEN FEET QAOFEESIpyq �4 o�N BLgR�� J}q CIV M1 ?$ l From S To S Sold. Bm. Qty Use Section Shore Height H Toe Depth Dtoe Total Drill H +D Toe Diameter D 3 CONCRETE MOMENT- RESISTING SPACE FRAME 13.2 VERIFY THAT FOUNDATION EXCAVATIONS EXTEND TO ft ft ft ft 1 1 1 W 16x26 5 8 13 2.0 2 2 1 W 16x26 7 11 18 2.0 3 7 5 W 18x40 9 14 23 2.0 8 8 1 W16x31 8 12 20 2.0 9 9 1 W16x26 7 11 18 2.0 10 10 1 W 16x26 6 9 15 2.0 11 14 4 W 16x26 5 8 13 2.0 T ► I 4\ 1 CONCRETE 13.1 VERIFY SOILS CONDITIONS ARESUBSTANTIALLY IN 2 BOLTS INSTALLED IN CONCRETE "tom "' "t" "r: CONFORMANCE WITH THE SOIL INVESTIGATION REPORT 3 CONCRETE MOMENT- RESISTING SPACE FRAME 13.2 VERIFY THAT FOUNDATION EXCAVATIONS EXTEND TO 4 RBNFORCING STEEL AND PRESTRESSING STEEL GB PROPER DEPTH AND BEARING STRATA 5.1 ALL STRUCTURAL WELDING 13.3 PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF 5.2 WELD TESTING DUCTILE MOMENT- RESISTING STEEL FRAME INT. FILL, RELATIVE DENSITY, BEARING VALUES 5.3 WELDING REINFORCING STEEL 13.4 PROVIDE SOIL D(PANSION TEST RESULTS, EXPANSION 6 HIGH - STRENGTH BOLTING INDEX, RECOMMENDATIONS FOR FOUNDATIONS 7 STRUCTURAL MASONRY OIwGRADE FLOOR SLAB DESIGN FOR EACH BUILDING SITE 8 RBNFORCED GYPSUM CONCRETE 14 SMOKE CONTROL SYSTEM 9 INSULATING CONCRETE FILL 15 SPECIAL CASES (DESCRIBE) 10 SPRAY- APPLIED FIREPROOFING 16 OFFSITE FABRICATION OF BUILDING COMPONENTS 11 DEEP FOUNDATIONS (FILING & DRILLED CAISSONS) 17 OTHER SPECIAL INSPECTIONS AS REQUIRED BY DESIGNER 12 SHOTCRETE REVIEWER (STRUCTURAL OBSERVATION NUMBER DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ETC. DESIGN STRENGTH 1 VERIFY PLACEMENT OF SOLDIER BEAMS INSPECTOR 2 VERIFY LENGTH, DIAMETER AND PLUMBNESS FOR SOLDIER BEAMS 3 FIELD WELDS E70 - XX rf4 STRUCTURAL CONCRETE (BEAM TOES) Pc =2,500 psi 5 SOIL ITEMS 13.1, 13.2, 13.3 a. The Special Inspections listed are in addition to the c. The Special Inspectors & testing laboratories must be called inspections required by the CBC, as amended, certified by the City to perform the type of inspection Special Inspection is not a substitute for inspection specified. by a City Inspector. EXCEPTIONS: b. Continuous inspection is always required during the 1. Soils inspections by the Soil Engineer of Record. performance of the work unless otherwise specified. 2. Smoke Control System, by the Mechanical Engineer When work in more than one category of work of Record. requiring special inspection is to be performed 3. When waived by the Building Official. simultaneously, or the geographic location of the work is such that it cannot be continuously observed d. It is the responsibility of the contractor to notify the in accordance with the provisions of the CBC, it is Special Inspector or inspection agency at least one the agents responsibility to employ a sufficient working day prior to performing any work that requires number of inspectors to assure that all the work is special inspection. inspected in accordance with those provisions. e. Specially inspected work that is installed or covered without the approval of the City Inspector is subject to removal or exposure. SPECIAL INSPEGT10tJ REPORT PREPARED gy OATE0 vN FILE WITH ENGINEERING 0141Stot4 STRUCTURAL PLAN CHECK PERFORMED BY ESGIL, A SAFEBUILT COMPANY DATED APRIL to , 2019 AS PLAN CHECK # 18-2941 SH -4 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILT APPROVALS "tom "' "t" "r: "" " " "" "Y: ` "C` "C" �> : ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GB CH GB 1 NOTES ADDED DESCRIPTION: STATION "ENC -36" POINT 1038 LOCATION: NE CORNER OF DRAINAGE CURB INLET IN EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2/20/19 R.C.E. NO.: 058413 GEORGE BURROUGH EXP.: 12/31/20 RECOMMENDED: APPQ OV �L�� JESSH OWENS DUARD J. y h MER CITY NGI R S/7 n DATE f DATfE SHORING PLANS FOR: WESTMONT OF ENCINITAS 1920 S. EL CAMINO REAL PLANNING CASE NO: 16 -131 MUP / DR / PMW / CDP 14075-G 2 REVISED PLANS PUBLIC WORKS GEORGE BURROUGH DATE PLANNING EL CAMINO REAL INTERSECTION RECORD FROM: ROS 18416 ELEVATION: 37.521' DATUM: NAVD -88 CITY ENGINEER DATE REVIEWER INSPECTOR 21 OF 21