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2018-14108 GI (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLANS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE GENERAL NOTES (CONTINUATION) STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR CONSTRUCTION ACTIVITIES THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN Two WORKING HAYS OF BEING NOTIFIED IF CONCRETE W&TIOUT THE REMAINS -ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO 13E NATIVE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE AMERICAN; HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WASHOUT LOCATION. WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE. REMAINS SHALL. ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR, CONSTRUCTION SITE ACCESS EROSION A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. FLED SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. GENERAL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FEDERICO ESCOBEDO AT (�) 412-4852. 24 HOURS A DAY. C[iNSTRUCN VEHICLES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEASON (OCTOBER 1 TO APRIL 15}. ALL NECESSARY MATERIALS SMALL BE STOCKPILE[] ON SITE ON OCTOBER 1 AT STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN EROSION CONTROL ANY REQUEST FOR INSPECTION. IS IMMINENT. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SUED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST 2. THE SOILS REPORTS TITLED " T " PREPARED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GRO tJND COVER VEGETATION, AND INSPECTOR. BONDED FIBER .MATRIX. BY CHRISTIAN WHEELER ENGINEERING DATED 10/05/2016, PROJECT# CWE 216006.01 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE NO EXCAVATION. AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SPECIFICATIONS CONTAINED IN SAID REPORT. CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL DIVERSION -DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT. -OF --WAY OR EASEMENTS. SHALL 5• THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS. ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO, AVOID 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; TREY HELP DECREASE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. EROSION. GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL SE REPLACED OR REPAIRED TO CONDITION EXISTING '7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PRIOR TO GRADING. PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE S. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT GIFT BENCH MARK WHICH IS DISTURBED OR DESTROYED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION SOIL SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. OF EACH WORK DAY. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN .ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 9. FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL.. BE USAGE FOR DEIST CONTROL SHALL BE MINIMIZED. BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND AFTER EACH RAINFALL REGULATIONS,REMOVED TR STORED MATERIALS MALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL PRODUCTS WHERE THEY WILL STAY DRY OUT OR THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL. FUEL STORED NOT I3f CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPlIMP ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING RECOGNIZED HOLIDAYS. NOTES 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 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE PROVIDED. WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL. TIMES. FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITEE. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE ][RAINING (760) 633-2770. STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS MALL 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. 10. PRIOR TO HAULJNG DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. WITHOUT A PERMIT FROM THE CITY. OWN RESPONSIBILITIES. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR WASTE MAN&QEMMT LANDSCAPED AREAS WITH ADEQUATE GROUND COVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL. GRADING APPROVAL MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PRGH-IIBITED. AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.12664-SG, HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW NO SEEPAGE FROM ANY DUMPSTER MALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHAD. BE FOLLOWED BY THE DATE AND FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED ORDER TO. AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND CO MPAC11ON . MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS. WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY ALL 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE . THE CITY. ..OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. FOR THEIR INTENDED USE. 7. THE INSTALLATION ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN ,OF BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL. EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. THE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL SE FITTED TO COMPLY WITH STORM WATER BEST PORTABLE TOILETS MUST BE IN GOOD WORKJNG ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-CO,lBUSTTBLE ROOF CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL. MEASURES HAVE BEEN INSTALLED. THAT WILL NOT AVOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE MALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STGRMDRAIN. CONTRACTOR MUST ROUTINELY CHECK ACCORDANCE R 14. ALL AREAS TD I3f FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH AREASToA E FILLEDBE FILLED DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE AND CLEAN LIP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STANDARD ALL VEGETABLE MATTER AND MATERIAL SHALL BE REMOVED THE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE CONTAINED MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THIS STRUCTURE. NOTIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND SAN DIEGUITO WATER DISTRICT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE AS DIRECTED BY THE ENGINEER OF WORT( AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED S IONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC}, SPECIFICAT , STRUCTURES. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID SHALL SE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL: SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH UTILITIES O. STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF THE GRADING ORDINANCE. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE .....COMMENCEMENT OF WORK: 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILE OR OTHERWISE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. A. SEWERS - CSD - (760)-633-2770 B. GAS & ELECTRIC - SDG&E - (760)-438-6200 DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT C. WATER �- SAN DIEGUITO WATER DISTRICT-I--8O30-227-2600 AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED D. TELEPHONE - SBC BELT. - (764)-489-34I1 FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT WATER MAINS SHALL BE SHOWN ON IMPROVEMENT' PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE UNLESS GIVEN WRITTENPERMISSION BY SAN DIEGUITO WATER DISTRICT. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLAN DURING CONSTRUCTION UNLESS SPECIFICALLY 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY.. (760)`633-2770• APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT TO BE REMOEIT MUST CC FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL CANOPY PR[hECT ON ON THE GROk1ND). IF A CITY TREE IS NOT CLEARLY LAB VD PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT MEET STANDARDS, THEN THEY SHALL 8f UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. . DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL (RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES, THE PROJECT APPLICANT DIEGO GAS AND ELECTRIC VAULTS. SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES} SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. DIGALERT RESOURCES, THE NATIVE: AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED TO RESUME. IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION7050.5, IF HUMAN REMAINS ARE FO UND ON THE BRASS PARTS. PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. CALL BEFORE YOU DIG OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE TOTAL DISTURBED AREA: 1-800-227.2600 NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A 48 HOURS NOTICE DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF 11,716 SF REQUIRED CHANGE NO.1 DESCRIPTION I APPROVED I DATE I BENCHMARK -BUILT APPROVALS DESIC DESCRIPTIOI:2.5" BRASS DISC INT DATE P L.00ATION:IN CURB ON THE S. SIDE OF THE T:5� .,.z5/25/22 PUBLIC WORKS PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB N. OF RESTROOMS. HOSSQ ODI DATE PLANNING RECORD FROM: SIJ. CO:/CITY OF ENCINITAS 81 PT REVIE'IER NO, 1M ELEVATION: 82.0 DATUM: NAVE 887 SENIOR ENGINEER DATE INSPECTOR H K& S ENGINEERING, INC. Planning . Engineering . Surveying 7801 Mission Center Court, Suite 100 Son Diego, CA 92108 (619) 296-5565 Fax: (619) 296-5564 �1►�1J��1I�1�1�y_�:��1 IMPERVIOUS AREA PRIOR TO CONSTRCUTION:........... 6,127 SF IMPERVIOUS AREA AFTER CONSTRCUTION:............... 13,877 SF INCREASE IN IMPERVIOUS AREA:.. ... .......................... 7,750 SF IMPERVIOUS AREA REPLACE]:......... ...... 0.00 SF SITE ADDRESS: 14W SUMMIT AVENUE ENCINITAS, CA 920707 LEGAL DESCRIPTION: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, APN: 260-630-03 DEVELOPER/DEVELOPER SUMMIT ESTATE DEVELOPMENT, LLC 701 WRELTON DR. LA JOLLA, CA 92109 CONTACT- FEDERICO ESCOIBEDO (858) 412--4852 OWNER'S CERTIFICATE: n SANTAI FE DR M ST TE VICINITY MAP NOT TO SCALE THOMAS GUIDE, PAGE 1167, GRID C2 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OP. INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SUMMIT ESTATE DEVL:L7 SIGNATURE: � �� FEDERIC0 ES0IfDCV M#IAMEMBM DA i SOILS ENGINEER'S CERTIFICATE I, DANIEL B. ADL.ER A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITTiNS PREVALENT WITHIN THIS SITE WA: MADE BY ME OR UNDER MY DIRECTION BETWEEN AUG 29 TO OCT 5. 2016 AND AN UPDATE DATED JAN 3. 2019. ONE: COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GPPN CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROTECT HAVE BEIN ADILNG PLANS AND SPECIFICATIONS. SIGNED:RCENO.:• - �,� a cry ITS S. w� �v SMED: i+l Q NO. 36W7 m �- Fes. N0. 2551ERTWIED z GEO NO.: 2551 EXP. DATE: 7-31-21 D(P 6-M -20 ENG LNG GrEOLOQST JOB is CWE2160466.019rFrviv- �Fa'`P9�E �,� ��`P CHRISTIAN WHEELER ENGINEERING Cr 3980 HOME AVENUE, SAN DIEGO, CA 92105 TELEPHONE (619) 550-1700 FAX (619) 550-1701 STATEMENT OF ENGINEER OF WORK 00 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE: EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORM GINEER. I(7� ATE: 2 7a � SIGNATURE: H D IME K & S ENGINEERING, INC. 7801 MISSION CENTER COURT, SUITE 100 4 ctYi4 SAN DIEGO, CA 92108 �,tr 619.296.5565' RCE NO.: 43Z35 EXP. DATE: 03-31-20 SHEET INDEX EARTHWORK DATA DESCRIPTION SHEET STEEPEST EXISTING NATURAL SLOE ON -SITE= 0 H; O V TITLE SHEET ..............................1 GRADING PLAN ......... ................. 2 MAXIMUM VERTICAL DEPTH OF CUT= 9.5 SECTIONS AND DETAILS ........ ..3 MAXIMUM VERTICAL DEPTH OF FILL= 3.5 _ EROSION CONTROL PLAN ........ 4 CUT= 797 CY t FELL=149 CY f RETAINING WALL PROFILE ....... 5,6 04 RETAINING WALL. PLAN ...... ....... 7-14 lz EXPORT- 647 CY f REMEDIAL= -J7X�CY (REMOVAL AND REC:OMPACTION UNDER AND OUTSIDE OF BUILDING AREAS) NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS, ACTUAL. QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). CONTRACTOR SHOULD VERIFY QUANTITIES PRIOR TO BIDDING. BMP PROJECT STATUS STANDARD FIELD OPERATIONS PLANNING AND DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 2. I u "Lc7 2 I ZaZ, ll Z-Z0 �- [ 3 (i �.o DATE SIGN G3ATF S_1GT DATE SIGN HATE DATE :PARED UNDER SUPERVISI N OF DATE: /..._ R.C.E. NO.: 43235 ORRODI -� EXP.:3-31-20 ENGINEERING DIVISION APPROVALS RECO]MIyIE,oNQ5D;,A QO APPROVED: .. AI 7 - WE SIGNATURE EXPIRES 2 YEARS AFTER DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PL.AN-FOR, SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 260-630-03 PLANNING CASE'NO: 17-071 DRrr"f ,1I/CDP - PC �Z4;1" 14 DRAWL l IG NO. SHEET 'I OF 14 r AS BUILT _4- I I I I I I I I I II - I I i I 1 � � I I I I � I - S _i ---- - 133,0T1r n_� n\ -0 Ll I I I I I I I I * "Of I I t I = II 7 _-- � 1 ' I 11 I 1-.,a nAu ' 0 PROTECT EDOST1NG RETAINNG BALL A -- WALL IN PLACE 1E4. 36Fc11+1 133.801( 135-OOTG 135.80TG 15.fi41Ir 133.1DIE 134.201E _-� 134.40�4 1 i8'2!' 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FS 147..30 fliprrsf I j F$ :3 i 131 A 3 Ar rtif_r Ex wATER SERV TO 8E ABAN EU BY DISTRICT AT OWNERS MENSE 1t76-DO - UNT 1 OP I" YNtER � ay,OISTRICT AT Poi k Itv cp I k I' IF --- D l nnnnnn�-Innn�rTJnnJnnn EASEMENT NOTES: EX ST N G 1 U' SEwO EASEMENT TO CARDIFF SAM17ATICN NSTRI;T REC 6/23/1959 N BK 7741, PG T1Z Ce K& S ENGINEERING, INC. Plamr>Itip - Erdr*Mn9 Yb9 7801 Wssim CentCwt, SuRe 100 Sen a :l, CA 9210 Fax: (619) 2 -�%4 C! MGE BUILT DESCRIPTION efto op zoo x t+o vnn EW 3-3i-22 r {, i 13 2+2 ; i Yr A I I f Q fir' k ail _ � '•► ;Yti'�,''+ + . •'_- _ I - r ,•'� �' `a' r-ram � . PLANTER EXIST B U I L /20 -135:35 137.0ISHII :: TO REMAINcq 143.OFCelf � I ` I� - s sco ,T35.3�+FS III Yy ' FFE 149.4 I 2 *_- - FSI.# r _wl_- k.F Irr I ' 13$.00I~ 36460E �� 1 � - l I 153.76 I � FS CL rn UNIT 2 FFE 1 5.50 r _= I � '. '.". r' r - �11+ Joi:+ P P1�1 ❑ 1 GA 'G E -= FS 147.3D ` I i 1 3w r F E 134.50 8O - �► • - D 133.8►0 PAD 137-30 1 { 1 # Z I I.' FSIX 5w `c'! PAD 137.801 I .1 TG : V J �i 1 1 MIA L i� 'r-1 �..- .... _ r I 153.85 34.00FC r8DYG =' 142 FS I AI I A PRO'vFF) I t,A7F 135.OTYY 1o3T7I1 I#1. llA N 87'18' 7' 19 $3' I TIM - _ - - i ,II fir ` 1 r SMH781 SEXIST 4" PVC - ALL B I C f mQ_ a �J 16 'I fell � I ti I PROPOSED IMP 011E )TENTS L$o R 1 f UL STANDAW DWGS. SYW CONSTRUCTION NOTES: LEGEND -1/2' PC;: F121VEWkY IEAVY EIRCCM FINISH - FOR RETAINING WALLCONSTRUCTION CaNsTRucr PER11'lO�US PAVERS PER DETAIL SHEET 3LLL EXISTING IMPROVEMENTSPR�7�IL� E� SHEETS � & � OOFr15TRUCr 6• PERFORATED PIPE SLOPE TO DRAIN CURB ItSD �--01 - I�RO�E�1J4wT PAVERS -SEE OU6TRUCT RETAJNING MALL SEE SHEETS 5-6 ASPHALT P SHEET 3 T J�PROPER1Y BOUNDARY -- 0 OMTRUCT 4' CONCRETE CURB 6' WDE BY 16` BEEP - - OOfYS1RUCT FLOWTI.1ROl,I�GH PLANTER SALT C£wTER LINE CONSTRUCT RIP RAP ENERGY DISSIPATOR SEE SHEET 3 DIG PEDESTRIAN PATHWAY RSD G�7 _ SEWER MAIN WMTRUCT ORGY OISSIPATOR STORM GRAJ14 8OX SEE SHEET 3 CONCRETE P0EMENT - PAI-M/TREE - 8 OONSTRUCT 6' STORM DRAIN PIPE RETAIN K7 WALt R5D C-03 ODNSTRUCT WX18' STORK DRAIN KET UNLESS SHO+VN ON RET WALL SHEETS LANDSCAPE 1tl QQr1STRUCT 1�'x1 ' STORM DRAIN INLETTTRENCH RES ApNG aTY OP}� NITAS �': • 1i EIOSTING WOOO FENCE TO BE REMOVED. STD DWG 7 PEN01 1 I2 OMSTRUCT AC PAVEMENT 4' AC/6" CLASS 11 BASE 1` WATER SERMCE WITH 1' DETER WAS WS-01, WC-17 C `,i 10 20 30 13 6" STORM DRAIN CLEANOUT 4* SEWR LATERAL RSO-SS-01. SC-O'1 � 14 OWSTRUCT GARDEN TYPE RETKVN WALL (2' NIGH MAX) 60 PVC SDR-35 SEWER 11AJN (PRSVATE) SCALE: 111r = 10' 15 ENTTNG POWER POLE PROTECT IN ;:tAC`. 18 EAST1NG PAID TREE PROTECT W PLACE. DIRECTION OF FLOW - 17 CONSTRUCT RESIDENTIAL DidIV+EWAY 5-1/2- CCNCRLTE HFAVY 6' PVC STORM IDRAJN PIPE Q 1% MI.I1 � � •� .� - ERCOM FINISH FOR SUP RESISTANCE 6' AREA DRAIN -- - - -- � - - - - 18 OONSTRUCT CONCRETE SILL ALONE THE EN-1IRE WESTERLY PROPERTY LINE SEE DETAIL SHEET 3 ROOF DRAIN DOWN SPOUT VRU. BENCHMARK UE ��. 1r`71c}tt2.5u BRASS OJSC LOCATIOW-1N CURB ON THE S• SIDE OF THE PARRING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB N, OF RESTROOMS•1 HOSSEt'1 ZoL# f o(X REC ORDFi3+OW SI). CO,/C)TY OF ENCIwTAS PT NO, IM ELEVAnON: 02,081 DATUM: tjAMQB$ SE!tM ENOW-ER A -BUILT APPROVALS INT DATE 5/25/22 RJFXX S DATE PLANNN6 REVEWER DATE INSPECTOR Q INDICATES SURVEY MONUUENT TO SE PROTECTED IN PLACE • IGNED BY: DRAWN BY. I CHECXED BY: _ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS -PREP - UNDER SUPERVISION OF RECOi'.tl'viENDED: APPROVED: GRADING PLAN ;:OR: DATE: 3j13/1020 SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108-G SUMMIT ESTATE DEVELOPMENT LLC R.c.E.Na� 43235 51 �,� r�cw�x w J. 14T11ilt`R APN; 264-630-03 H ODI EXP.* 4-31-22 DATE DATE Pt ANNINC CASF NCB: 1'-41 ?' 1) R,-r P lib C ri P SHEET 2 OF 14 8 S cJ cc La z 3' SPILLWAY LEVEL 131.50TW SPREADER-----__________ j $_- T pR1�N pVpl= a`Xr OPENING (BOTH SIDES) 13l,GOFL NG 3' ASS SLL _�- .,.�, I�,�` CLAS 1 20-C- 1 NO. 3 LEVEL ALONG THE ENTIRE WESTERLY PL EL=11,Dp - - 7.1 7 f" EIOST GROUND f-d F-4 in,- `N- #4 BARS v-------_ ----CAROEN TYPE RETAINING WALL 3/16" FILTER BLANKET MATEFbA,L CONCRETE ENERGY DI SS I PATO R RS D D-40 NOT TO SCALE 426 HI GUARD RAIL }TOri BRAIN INLET MOM /� R-- i 7.3E Lj I RETAINING WALL LANDSCAPE BETA KING WALL - SEE SETS 5-6 STORW CRAIN PIPE UNIT 3 �E�ST 149.OFF L. J — IRIP RAP NO P1� *EEL STOP , RGY DISSIPATOR �4k PAVERS SEE 12"K12' STORK ��f?Alt� INLET STORM DRAIN BOX 11.8f 1D, 18'X18' STORM DRAIN INLET W/MAFF:C GRATE DETA L LOB! Lj NOT TO SCALE EXIST SCR EAS11Ei�T 132.E RIP RAP 137.G2TGS EL=13B.O4 EL=13S.OD 136.351E I _ VL--------- EL_137.50-------�--- .ti• 1202" CATCH BASH - UNGI BEEFED SOIL MIK (18' DEEP) 134,30TG :r - �-- :.- , _ _ �. ,- # _..._. `'' � HC+JR mfV. PERCOLATION RATE . 132.801E - V I _ 3'-S' PATIO EL-134. r 5 iW�33_ 'C'C i - -#,- � � �,,r�, �,,r,-�,,r�,,r, ,r, y � � � � ��,r� ,r� _ ��3(' PEA OR 11EL (ASTM 8) -' <14 ASTM 57 ---- •I.ti41r fLeifxllrllxtitlt:[xri1G't�Ik4rilk:.�f.S11L�:Sirt�i::iL57JLLtiS:�L•:llriif l •-�tllitlr��C[ iiLS:� �� EL=132Z5 7 4" PVC' STORM - D PVC STC�+ EAST i�i DRAIN PIPE IVE � 60 HOR42ONTAL PERFORATED RA'N PPE COMPACTED NATPIPE WITH PERFORATION DO'ir4T1 Pit- - Sal. SPLASH WALL 12" --- GARDEN T��E �4'�' FLOW T11RQ�GH HAG!! SEE DETAIL RE TAININIG WALL PLANTER/DETENTION ABOVE SEE RETA i WALL 4SHEET 12 14$�Oilllf _ SECTION ►� •-- .� _ � 4 -EAST GROUND ODNCRETE DITCH 147ffG 6.5't >E- 23.5at R NOT TO SCALE LANDSCAPE _ - 1 143.5TW RE TAI?iINC 1hI11L1_ RETAINING WALL SEE SHEET 5 �EX PROTECT W PLACE RETAINING WALL I I SEL SHEET 6 16,I I oRAY DRIWWAY 5' CONC W/#4 I I 612'0C PER SIOIL ENGt / _ 0.5_ RECOM> DOAT1ONS 74 I I I I UNIT EL=138,Q4 _ �_ _ E�=ti 7.50 ,. UNIT 1 EL=138.2 I i y qq 1, — — ,. — J v—fir�F 6`X16` POC FLUSH 12;; F'S 134,35 1"FE i34-E� CURB OR OEEPENED f' G-1 CURB— SECTION C APPROVED PERNI(XJS NOT TO SCALE El=132,85 vVD FILLER- IIK TO 3/8' PAVERS W/MIN. 3/80 v. (NO.8) AGGREGATE IN MDS VOID —PROPOSED $" FIFEDI>wIG COURSE - 2' - - SEWER IE-131.7 MICR OF 1 %8" TO 3/8' 206' FLOW THR4Ti PLANTER/DMIPON (No.$) AGGREGATE I I I i PA 1 cA PA EFFECTIVE VOLUME; 409 CF 4 r SECTION CHOKER COURSE - 4' � 6 � 35' � 25' THICK OF 3/8' TO 1 /2" t . NC- T 5Wd1_E (NO.57) C.RUSPED ROCS[ _ ti , EXTEND 12 MIN BELOW r MIN. 6' THiC1( OF 3/4'� CIAMED ROpt CRU19fD Rock TR1 A X aL CE GG;l D ' r -t r� r ' 71 I 2' 24' MIN I EAST 1 TE!15,AR Txi� cR �- SIDL SUBGRADE PROP L► NSCAPE NOTES, EQ. LANDSCAPE � ;� EAST AO -ALL AGGREGATE MUST BE CLEANWAS.4£I) AND FREE OF FINES (SAND, SILT, ETC.) PAST ENT AC -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED % 2� _f I}V, � - � � � � .� -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE P1_ACEWEi4T OF NEAT COURSE f - Y - -- -N4 IMPERMUS LINER OR FILTER FABRIC IS TO BE USED ' ` 12r WOE GRIND -SPECIAL RED. APPROVAL RMARED FOR USE IN HIGwY E)PANSIVE SOIL-SU-KRAIN MAY BE pPE1}ESTR ii K & ENGINEERING, INC. €urn r►w p� PAVERSJ -PROP C PAVEMENT I sAs� PAT}iw�,•+ Plarf*V y .� I { PERVIOUS PAVERS DETAIL a NOT TO SCALE SEE CETAIL LM TYPICAL STREET SECTION SUMMIT AVENUE E� 3-31-22 7801 V sslm Center CoLd, Suite 100 gwcn 0*. CA 92148 ,E N01 TO J`:A, F (619) E,96 - 5 rij Fac (619) 295- 5564 � Cr CQLl DESIGNED a�: ��Ir�'r� �ti': �I��cXEn a�: CRMGE NO, DESCRIPTION APPROVrl) DATE BENCHMARK A, -BUILT APPROVALS „ Ks ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTI0ENT DRAWING NO. Ukv�::�;IFTlc�rw PLANS UNDER SUPERVISION OF RECC]�.IMENDED: AP1`'RON,IED: AS -BUILT 2.5 BRASS DISC '�1i DATE ��f1yI �7Nt 5. DETr L� FQR: LOCATIOWN CURB ON THE S, SIDE OF THE Pusuc WM<S DA-E: 5/13 SUMMIT RESIDENTIAL PROJECT �48� SUMMIT AVENUE PARKING LOT FOR THE CITY OF ENCINITAS SW►aMS PARK IN RED CURB N. OF RESTROOMS. HOSSE14 ZOMORRCp 0AIE ��wr�tf� � � � ��G RECARDFRMI: SD- CO./0TY OF ENCINITAS PT RC.E.NO.' 43235 STEVE NGWAK LOWARD J. 'MWM;.l� SUMMIT ESTATE DEVELOPMENT LLC NO. � ELEVAnDN: 82,081 ��i£�� APN. 260-630-03 DATUM; NA D5f I0R FNC4NEfR Dr,Tf I+ISPIr T f2 oOI EXP.:.�-31-22 Pt A�rtiralN6 GASF N�7; 1' :a7• DR, SHEET 3 OF 14 GRAVEL BA GS (CASQA SE-10) TYP MATERIAL DELIVERY & STORAGE (CASQA WM-01 ) MATERIAL USE (CASQA WM-02) K& S ENGINEERING, INC. Planning . Engineering . Surveying 7801 Mission Center Court, Sure 100 San Mega, CA 92108 (619) 296-5565 Fax: (619) 296-5564 I _ K L �� 'J;�; 'J111; +ii= ,IJI,r:tl, 1.1:1_r+� s ■ j — : e t � �} K� ri 'f.'�.f•f;J;. 'I.�ilr�irlr,;.rl!i", �J1;�;'rl,rr;;' � !� i ! j, i ll• 1 f ,ff i• �^ l� i rF i i.1 �• i�r • :! i�f i1 i 7 f i.r 3 fry :r: •'Iff r ?i i �• - _ SILT FENCE/(CASQA -1 �'�:� S5E & %�rrJ l iti' ^t If. I�. j I i i 1 •1r 4 1: � 1 TI 4 C N TRUC ON FENCE I 1. �} •1: qq l rr r .rrr�r-rr `I•+ rr - 'j i, E •I rI f' i if 1! 1 '1: ' i � i ` 1 .' fl+�r s�.�.'•"f �a7+ S; ; 3 s � iF' '11+�1 'ir' ! f,',.Jr i•ir � �:/ i tt•% rtlf rl' '11•i I i•'rr f, .. � ;Ift•ritr; 1: 1(�if'r`•.'�, ,�; ':'+Ir{ J' �1 {i 11 � � _ i• 1 If rl iYi Ilj:'i.'r'; •''r'J ll ` `?r _ :(: '.•'j {' 11 i ?f;+•.. 7 1'f ri .1 •7l;f''•� i'1' ':, i i '-; � �� ,rl I, 1II�j I' 1�1II1+: •i�l': :!r .I i 'i `; ;li 111+'f,:.ii�3s1'i�';1i,17 i•. f'Ir'; S. I ... .. s r I' ODOErl ' STOCKPILE MANAGEMENT (CASQA WM-03) SOLID WASTE MANAGEMENT (CASQA WM-05) CONCRETE WASTE MANAGEMENT (CASQA WM-0$) ipWEft�� rao. ' A s W 3-31-2 GI0 SCALE: 1 " = 20' I DI j L� ;1%i ' ri;i{' t _ # -..%r ;,! : 117rt• i � {•' .f 1 r?7f: i r `� -�� '� 3� ° ff f•: ' f F . ,fr" � ilffj•;%rlrl? % i 1; ;, i' ,; ,� � i ! o _ STREET SWEEPING & VACUUMING ---13_ `m ----- (CASQA SE-7) CO) I Al. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTAOi THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. IN EROSION CONTROL LEGEND DENOTES SILT FENCE PER CASQA SE-1 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE IT PER *CASQA TC--1. DENOTES CHECK DAM AND GRAVEL BAG STORM DRAIN INLET PROTECTION PER *CASQA SE-4 & SE--10, uLMC MATERIAL DELIVERY AND STORAGE PER *CASQA WM-01 N,`t MATERIAL USE PER *CASQA iMM-02 STOCKPILE MANAGEMENT PER *CASQA WM-03 SOLID WASTE MANAGEMENT PER *CASQA WM-05 {� CONCRETE WASTE MANAGEMENT PER'*CASQA WM-08 SANITARY/SEPTIC WASTE MANAGEMENT PER *CASQA WM-09 * CASQA CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION OPTIONAL CORRUGATED STEEL PLATE (RUMBLE CRUSHED AGGREGATE RACK) GREATER THAN 3" BUT ORIGINAL SMALLER THAN 6"--- -- " ` GRADE �-- FILTER FABRIC 12' MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION B-B NOT TO SCALE NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE OPTIONAL I= B VI�DTH AS REQUIREQ TO I� [[ I I � i j ' ' ; � ' ACCCN�IODATE ANTICIPATED CL f TRAFFIC fl'I i� i 4 OPTIONAL _ 2 MIN. s TEMPORARY PIPE CULVERT AS NEEDED 56 MIN. OR FOUR TIMES THE CIRCUMFERENCE OF LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS MATCH GREATER EXISTING PLAN LAN NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE/EXIT (CASQA TC-1) NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. &�'-4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT. STEEL OR WOOD POST IZp�� 10' (3m) MAXIMUM sPAaNG. WITH WIRE SUPPORT FENCE 6 j.8m)MAXIMUM SPACING WITHOUT WI ORT FENCE. SILT FENCE (CASQA SE-1) NOT TO SCALE ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST. N. 1.-THE CONTRACTOR MALL _ INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT. 2.-REMOVED SEDIMENT MALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3.-SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO FACILITATE MAXIMUM PONDING EFFTCENCY. Is a...... ... ..... ...... CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK S-BUILT APPROVALS G : DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION 2.5" BRASS DISC CURB ON THE S. SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS PARKIN LOT SWAMIS PARK IN RED CURB N. OF RESTROOMS. RECORD FROM: SD. CO./CITY OF ENCINITAS PT NO, 1053 ELEVATION: 82.Oal DATUM: � 5i25i2k HOSSEIN ZOMORRODI DATE INT DATE PLANS PREPARED UNDER SUPERVISIO OF DATE: a TZo R.C.E. NO.: 43235 HO ORRODI EXR: 3�-31-20 REC M APPROVED: 5 EDW J. M ♦ � 3 �� _ DA: EROSION CONTROL FLAN FOR: SUMMIT -RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 26D-fi30-03 17-071 DRITPMICOP PLANNING CASE NODATE 14108-G pU�C WORKS PLANNING REVIEWER SWEET 4 OF 14 5'fNIflR �IC�lam� DATE INSPECT(3Fi 125 y f&.%4.vV1jL. ■■ - {35 3 DQ °rn n r Cy 133.OTYY LOFG K& S ENGINEERING, INC. Planning . Engirvewing . 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PROFILE FOR; SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 260-630-03 PLANNING CASE NO: 17-071 DRITPMICDP M r�r DRAWING NO. [ � 14108—G El SHEET 5 OF 14 .m 150 130 128 WALL-B SCALE. 10=10' 160 160 1.50 150 14C 1.40. 135 PROFILE WALL—C Scale: Horiz= 1" = 101 Vert- 1" = 4' Ej 130 160 150 140 135 , s 153.06 128 13s.7T 145.I�Tw _ _..... _ _ _ . _. - - ................. . , ° _ , ,? F 15197 1 . ....... .. ''r L. `y t 1-38.25 139.'9B � � � v 53.4(1 Ll .. .. .. i'' Y i. h' •. �.FJ _ is "r� �� - �• — , I EVC _IC 16-,31k JR U? c l 153.15FS << ` o I SH(RiiGv. 1 1• ;., J r:,,' :,h f ; : , 1 €iD 14 A- i 4g WAEl 1�49.3 E IS•£r. i f' r ... .. �l a.'�� —:� �� 'w� �� r _ _ r �• - \ JJ.Lk rr 153: 7 F5 ter F• F f- :F {° r L w`y rj ems. _ { t { t` 1 .1 F` E r�- i ti FS e j r� jj€j[j 1 i .S ti' �� j�rs 1 .wA �. �Fy- . - I �J 04 .` i53.95 �r �1 •�� 5 G i M i _ z2. t Mz 4 GA RAiCE=coke 153 _ ,3 � S PA gp 137 30 ,," 1, L7 i r� r (r i t 1 3 - _ 4 4 ` f � `.•- Q tlt�i.�35� a Jp. .s "CQ (yJ�� pi ° 5. �Iw1w 141T ♦ — 1v' WALL-C SCALE: 1 "=10' 7 r4 E ' J 153.90E k � 15355 FS C A CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK A -BUILT APPROVALS ED BY: ❑RAWN BY: CHECKED BY:HZ EN INEERI G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. KS DESCRIPTIOtt2.5" BRASS DISC LOCATION: IN CURB ON THE S. SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB N. OF RESTROOMS. RECORD FROM: SD. CO./CITY OF ENCINITAS PT NO. �. ELEVATION: �.. DATUM: �g 5/25/22 HOSSEIN ZOMORROM " DATE INT DATE PLANS PREPARED UNDER SUPERVISIO14 OF DATE: � A � ... R.C.E.O.: 43235 — H �� . ExP.: 3-31- 0___ _DME REC❑ APPROVED: t H! J. ER .3fl r . � RETAINING WALL PROFILE FOR: SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC . APN: 260-630-03 PLANNING CASE NO: 17-(3i1 ©RITPMICDP ��++ 14108 G PUBLIC WORKS RMNING RE�1=,� SHEET 6 4F "{4 SENIOR ENGINEER BATE INSPECTOR . .. GENERAL NOTES: . . . CONCRETE NOTES: . I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS t. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE BEFOR STARTING WORK AND THE DESIGNER SHALL BE NOTIFIED I. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN C SEX THE OMPRESSIVE STRENGTH AT 26 DAY CEPT AS MODIFIED BY 5E NOTES RESPONSIBLE GHA ACTING AS THE OWN AGENT SHALL ;E OWNER'S AGE .. ...... . IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE SMALL DIMENSIONS .' . . ONE OR MORE SPECIAL- INSPECTORS TO PROVIDE BE SCALED #=ROM PLANS, SECTIONS, OR DETAILS DN THESE DRAWING$. A. SLAB ON GRADE tN0 5P. INSP.) - P81 .EMPLOY INSPECTION DURING CONSTRCUTI ON THE TYPES OF W01�IC .. . CONF ELEMENTS H 2.. ALL OMISSIONS AND LICTS BETWEEN THE VARIOUS EL NITS T E TYPE CEMENT FOR ... t I OR ii T . . . . .. WORKING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO 13. FOOTINGS .. 251m P51 RET WALLS 4 FIRE WALLS) . LISTED IN THE STATEMENT OF SPECIAL INSf='ECTION& THE . . THE ATTENTION OF THE ENGINEER BEFORE PRoCEE'�fNG WITH ANY WORK SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO . . so INYDLVED. . C. WALLS .. 31 P51 . SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF .. 3. ND P1PE5 DR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY S 35®0 y D. SHAFT SOLDIER PILE F1 (TYPE iC C?R CEMENT) THE BUILi71NG C�FFIGIAL, FDR 1N5PECTIDN OF THE PARTICUAL SHOWN DR NDTEi7 ON STRUCTUR4L ©RAWING5. ND STRUCTURAL MEMBER ... _ TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL .. .. . . . .. SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. .... E. GRADE BEAMS (GB'b) - PSI (TYPE I OR it CEMENT) INSPECTION THE CONTRACTOR SHALL PE THE LOCATION OF EXISTING UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION. ION. F. Ga#ggpNb - PSI {� V CEM�T� 2. THE GONSTRUGTIt7N INSPECTIONS LISTED ARE 1N ADDITION TO �a. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM To THE. "CALF#=DRNkA - LIGHT WEIGHT CONCI�TE SHALL BE AIR ENTRAINED AND HAVE A DENSITY THE GALLED INSPEGTIDI�Ig REG�I.IIRED B1' CHAPTER 1� OF THE BUILDING CODE. SPECIAL INSPECTION 1S 1N ADDITION TO, NOT REQUIREMENTS OF TWE 2013 EDITION of THE BUILDING CODE". RANGE OF 115 Pc.F MAx1M3#-t AND Ir�m PCP M1NIt�fuf�i. A SUBSTITUE FC�R, INSPECTION REQUIRED TO BE PE1�Df�F1ED b. CONTRACTOR SHALL SUBMIT i�EINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFO1 FABR€CATION AND INSTALLATION. 3. GC�MPRE551VE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BY A CITY BUILDING INSPECTOR. . - . ... .. .. . . 'i.. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DD NOT ENGINEER WHEN CONCRETE REGIIRES SPECIAL INSPECT#Cl.tSPEC. INSP. WILL . . 3 WHEN MORE THAN ONE CATEGORY C WORK REQU# REQUIRING . . INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR 15 . W)F'C G I.1 . . REf:M.#IRED FOR ALL CONIC GREATER THAN 2500 PS fAL -WORMED SIMULTANEOUSLY, OF: SPEC INSPECTION 15 PE .... REvPDNbIBLE FOR ALL TEMPORARY BRACING, SHORING AND SUPPORT . CEMENT SHALL GDNFORM TO ASTM C- .. . 150, TYPE I OR T3'PE €#. ..THE LOCATION OF THE WORK I5 SUCH THAT IT CANNOT BE .. .. . .. NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. .. 5. AGGREGATES FOR NORMAL 14EIGWT CONCRETE SHALL CONFORM TO ASTM .. .. .. . OBSERVED PER THE STATEMENT DF INSPECTIONS AND .. . . C-33. AGGREGATE FOR LIGHT HEIGHT CONCRETE SHALL CONFORM TO SECTION 1iO5 OF THE BUILDING CODE, IT SHALL BE THE . .. . . �.ADr MIx cONCITE SHALL BE MIXED AND DELIVERED IN ACCORDANCE AGENCY`S RESPONSIBILITY To EMPLOY A SUFFICIENT NUMBER . . . . .. .. . . ... .. FOUNDATION NOTES: . WITH ASTM C-54-$1, OF INSPECTORS TO ASSURE THAT THE REQufRFD INSPECTIONS I. MAXIMUM DESIGN SOIL PRESSUI�: 4000 PaF i.. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL of THE ENGINEER. ARE PROVIDED. . .. . .. . .. . ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE .. A. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL. . .. CONTINUOUS FOOTINGS: 2000 . PSF WORKABILITY OF THE CONCRETE $WALL NOT BE CONSIDERED TO REDUCE THE .JURISDICTION, DEVELOPMENT bERYICES, IN THE CATEGORY D7= . . SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED).. `. _.: . .. .. 14ORK REQUIRED TO HAVE SPECIAL IN5FrzcTION, . .. . . ... . 5. . WATER SHALL BE CLEAN, ICE FROM DELETERIOUS AMOUNT OF ACIDS, . EXCEPTIONS: .. ... .. 2. SEE SOILS REPORT BY: GHRISTIAN WHEELER ENGINEERii�s ALKALIS OR ORGANIC MATERIALS. A. SOILS INSPECTION SHALL BE PROVIDED BY THE . . .. .. . C 4E PROD ECT NO 21�O4b�a.O1 9. iFER TD ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, . GEDTECNNfCAL ENGINEER OF RECORD ... . .. . .. . ORNAME NTS, CLIPS OR DS REQUIRED TO BE C ONCRE AND AST [NIT TE CsRDUN D C .. . .15 SMOKE CONTROL SYSTEM INSPECTIONS SHALL . L BE . DATED: OCTO51= 5, 2fA1Ca .. . . FDR EXTENT OF DEPRESSIONS, CURB5, AND RAMPS. .. . PEIRFORMED BY MECHANICAL ENGINEER OF .. . . . . ... .. .. . .. 3.. ALL FOOTINGS TO BE A MINIMUM DF: 12° BELOW NATURAL GRADE .....1D.. DOWELS BETWEEN FOOTINGS AND WALLS SHALL SE THE SAME SIZE, GRADE AND SPAGINCa A5 YERT#CAL WALL REINFC7RGING. CU.O.N.). - RECORD C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING . .. .. . . ... 12" BELOW FINIvW GRADE I1, SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4" FOR FOOTMS, . .. OFFICIAL .. .. .. 4. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND 5LAB5 ON EARTH AND MA55 CONCRETE AND 5" FOR OTHER CONCRETE. ... . . . 5. .IT IS THE RE5PONS1BILITY DF THE CONTRACTOR To NOTIFY THE SPECIAL INSPECTOR DR INSPECTION AGENCY AT LEAST TRJE TO LINE WITH LO[75E MATERIAL REMOVED FROM EXCAVATION. DURING TEMPERATURES ABOVE 8O F, MAxIMi.IM OF �" SLUMP 18 PERMISSIBLE PROVIDED THE MIX DESIGN f5 REVISED ACCORDINGLY BY THE TESTING ONE WORKING DAY PRIOR TO PERFOF�'11NG ANY WORK THAT . .... - .. ........ . 5.. THE 1`OOTIN a EXCAVATIONS SHALL 5E KEPT FME FROM TW °ME BORA TWOD � TES R LA TORY MEASURE SLUMP IN ACCORDANCE WI T I~D REQUIRES SPECIAL INSPECTION ALL WORK INSTALLED, . ... . . .. LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY $LUMP" OF PORTLAND CEMENT CONCRETE ASTM C143. PERFORMED, OR COVERED WITHOUT REQUIRED SPECIAL . ... . .. . . FOOTING CONCRETE IS PLAC#v, SHALL BE CHECKED AND . . . I2. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS .. INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE. . .... . . APPROVED SY A QUALIFIED GEOTECWNICAL. ENGINEER TO INSURE .. . EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL ..... • . . r*o. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK . ... COMPLIANCE WITH THE REQUIREMENTS. .. . FOR INSTALLATION O1W ANY ADDITIONAL SLEEVES DR CHASES. No CONDUIT REQUIRED TO HAVE SPECIAL INSPECTIONS, AND STRUCTURAL . . . .. ... 6. SIDE OF FOUNDATION MAY BE POURED AGAINST $TABLE EARTH tU.D.N.3. SHALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. OBSERVATIONS MUST BE COMPLETED 5Y THE PROPERTY . ... . "E METHOD OF Su ING RE1 ING PIPE SLE PPORT NFORC EVES MUST . . ... . 0 ER, PROPERTY OWNER'S AGENT OF RECORD. ARCHITECT . . . SE APPROVED BY THE STRUCTURAL ENGINEER. . 13. SLEEVE PLUMBINCa OPENINGS fN CONCRETE WALLS AND SLABS BEFORE CORD N R O1= RECORD N T O ENGINEER A T D SUBMI ED TO a TOR SHALL PROTECT ALL UTILITY LI CONTRA( NE5LLE1 PLACIWG GONG T f M NT A S S. RE E 'BEND RE /FORCE E ROUND LEEVE THE INSPECT/ SERVICES DIVISION . .. . .. . .. .. ... . CDUN ACKP . .. EN TEiRED DURING EXCAVATION AND B # . - I.'T. . . THE CC?NSTRUGT#ON MATERIALS TESTING LABORATORY MUST . 9. CONTRACTOR To BRACE OR PROTECT FROM LATERAL LOADS ALL 14. PRDJECTINCs CORNERS SLABS. BEAMS, WALLS, COLUMNS; ETC. SHALL 53E BE APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT RETAIN1NCx WALLS UNTIL ATTAGH1NCs #WLDORS OR SLABS ARE COMPLETELY........ 1`ORMED WITH A i" CHAMFER. ....... SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS . . . IN PLACE AND HAVE ATTAINED FULL STREACaTKOR SHEATHED. .. . . . . . AND. EQUIPMEI�ITS. 10..ti FODT11s3AC#CF1LL AND UTILITY TRENCH #3ACKFILL WITHIN 15. CONTRACTOR SHALL SUPMIT Ml?[ DESIGNS FOR REVIEW BEFORE . . . .. 5UILDM AREA SHALL BE MECHANICALLY COMPACTED IN FABRICATION AND INSTALLATION. S.. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LAYERS, FLOODING WILL NOT BE PERMITTED.Cti.O.N.) 15. IN THE EVENT OF AN UNINTENTIONAL CDi-D JOINT. THE CONTRACTOR bW,4LL REMOVE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE ALL L.AITENCE AND DELIIRIQUS MATERIAL TO PROVIDE A S�UNDGLEANRDUGH SURFACE AND F,4B1@ICATIONS O1= MEMBERS ►4WD ASSEMBLIES ON THE ... . ... T TWA U ES A HI HE 5 N AN USE A MONDING AGEN T PROD7 C G R TRENGTH JOI T TH THE CONCRETE ..USED DR'S S PREMISES OF THE FAk3RICAT HOP. FABRICATOR SHALL . - PC + 25% MINIMUM. .. SUSM1T AN "APPLICATION TO PERFORM OFF -SITE ... .. MASONRY NOTES .. M. CONCRETE COVER SHALL 15E IN ACCORDANCE WITW SECTION '1.1 OF ACI 316, - .. . . .. ...FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR ... .. L. CONCRETE 1^"tASONRY WALLS SHALL HAVE A MINIMUM 2J3 DAY GOMPRES5fVE 1B. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS TO COMMENGEI"1ENT OF FABRICATION, FABRICATOR SHALL . . _ ... - PRE oNRY QF f `m STRENGTH 2000 POI THE CDM SS#VE STRENGTH OF THE MAS 19. FOR ADDITIONAL CON SOLIDER AMS . CRETE 4 SLURRY REVIREMENT5 BE .SUBMIT A "CERTIHCATE OF COMPLIANCE FOR OFF -SITE . COMPONENTS CCDNCRETE MASONRY' UNITS, GROUT, AND MORTAR) MUST . . REF SHEET 5 OF IO FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR . .. . . COMPLY WITH THE REQUIREMENTS NOTED BELOW UNLESS THE COMPRESSIVE REINFORCING STEEL NOTES: .. TO ERECTION OF F,4BRIGATED ITEMS AND ASSEMBLIES. . . . ... . ......... STRENGTH C7F THE CONCRETE MASONRY WALLS ARE OTHERWISE VERIFIED 15Y . 9. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED BY THE ... PRISM TESTING PRIOR TC3 AND DURING CDNTSTRUGTION AS SPECIFIED 1N CBC 1• BAR' REINFORCEMENT SHALL BE: A5TM A615 GR. �O BUILDING CODE TO BE LABELED, SUCH MATERIALS AND SECTION 2IO5 SPECIAL INSPE C TIDN IS REQUIRED UNLESS OTHERWISE NOTED Z. HE "CA EQUIVALENT' OF o T RBDN EQUfVAL ANY I�INFORCING WELDED ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED . .. . .... ....... ........ ON THE PLANS OR DETAILS SHALL 8E DETERMINED B TESTINGHE " ENT" BEIWELi7ED .... BY LOCAL JURISDICTION IN ACCORDANCE WITH SECTION 1-103. WAVE A iNIMU COM SS1YE STRENGTI-# GDNCi�TE MASONRY UNITS SHALL HA MINIMUM PRE tC.E.) 15 LE55 THAT REINFORCING STEEL MAY WITHOUT PREHE�4TING. I THE CARBON EQUIVALENT EXCEEDS 0.55� NOTIFY' THE STRUCTURAL PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE D1" 2000 Psi ,4T 2J3 DAYS, AND BE MINIMUM MEDIUM WEICxHT UNITS ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDfNCs WILL NOT BE . ... .. .. CONFORMING TO ASTM C 5O, TYPE I, WITH MAX LINEAR SHRINKAGE OF O.065% .. ALLOWED FOR A. CARON EQUIVALENT ABOVE 015. WELDING OF REII�ORCING STEEL PROCEDURES SET FORTH IN SECTIONS 1�03.5.1 THROUGH PROC.3. .. ..... . 3. MORTAR SHALL BE TYPE "S" OR IRS", SING TO ASTM C1142 WITH A SHALL BE IN ACCORDANCE WkTH IJBC STANDARD No. 15W2. WELDED WIizE FAPRfG SHALL . ... . . COM MINIMUM PRESSIVE STRENGTH OF /BOO PSI AT 28 DAYS. . GDNFORM MUM. . . TO 'd'I '�D-- LAPPED 12 INCHES MINI 1O A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK . .. GROu DMPRE I ALL T SHALL MAINTAIN A MINIMUM C SS1VE ST TN OF 2000 PSgOXx E'10XX ELECTRODES SHALL BE USED IN WELDING GRADE 4O REBAR. . REQUIRfNG SPECIAL INSPECTION MUST BE COMPLETED AND . . . . ..... . . AT 28 DAYS. GROUT SHALL BE PROT-ORTI�7t+tE© WITH SUFFICIENT WATER FOR .. GRAD . . . . ELECTRODES SHALL BE USED IN WELDfNCx E �v0 REBAR. SUBr1ITTEd TO THE FIELD INSPECTION DIVISION OF THE . . .. PDURkNG WITHOUT SEGREGATION DF GROUT CONSTITUENTS. 3. VERTICAL BARS 1N WALLS SHALL BE A ACCURATELY POSITIONED AT THE . .. A PPROVING MUNICIPALITY . . CENTER OF WALL (U O N) AND SHALL BE TIED IN POSITION AT TOP AND . ALL CELLS SHALL BE SOLID GROUTED UNLESS OTHERWISE NOTED ON THE BOTTOM AND AT INTERVALS PER CHAPTER 19 AND 21 of THE #997 UBC. PLANS. 4. REINFDRCENCs L7ETAILING ,4WD PLAGINCs SHALL BE 1N ACCORDANCE WITH STRUCTURAL SPECIAL INSPECTION REPORT PREPARED BY DATED �a. ALL HORIZONTAL REINFORGMENT SHALL BE PLACED IN BOND B1^AM OR THE CONCRETE !#NFORCENCx STEEL INSTITUTE "MANUAL 01= STANDARD . ... LINTEL BEAM UNITS. PR.ACTIeE" LATEST EDITION. . ON FILE WITH ENGINEERINCx DIVISION . 1, WHEN GeROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL 5. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS. AND INSERTS S1�IALL . .. „ CONS T10N JOINTS SHALL BE 1rORMED D u .. CONSTRICTION SY ST PPING THE GROUT PO R 1 BE WELL SECURED IN PO$IT1f?1 PRIOR TD PLACING CONCRETE. .. . ... . . .5r=Lc*4 THE TOP THE b. . REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING .. .... . ... . 5. ALL BOND BEAM BLOCK SHALL EP ITS. .... BET"DE CUTS 1.1N ... AMOUNTS 01= CONCRETE (DYER .. 3« .. NG5 ............. (Cc1C DEPOSITED AGAINST EARTH/ .. . . . . . . . 9. PROVIDE 1N5PECTION AND CLEANDUT HOLES AT BASE C7F VERY€CAL DELLSOOTI ... .. .... c AGE (FORMED/ EX n TO EARTH OR WEATHER CON SU1 POSE .. . HAVING GROUT L1fS 1N E�CGESS OF 4'-O" IN 1-IEIGHI'. . . . .. .. ... . 1o, ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR .. Wa THROUGH 016 BARS= ................................................... .2" .. . . .. . ... ... .. . IMMEDIATELY AFTER POURING: AND AGAIN 5 TO 1O MINUTES LATER . .. ... ........... .... .............1 I/2 .. . . .. *5 t SMALLER= .. " . . ..... . .. . . .. .. II. ANCHOR BOLTS MUST ESE SET WITH TEMPLATES AND HEL❑ #N PLACE PRIOR TO .... .. ..... .. .. .. . .. . CONIC. NOT EXPOSED TO EARTH OR WEATHER: .. . t DIST .. .. . . . ST ONE INCH QF uT B TW N GROUTING PROVIDE AT LEA NCHOR BOLT . GRD E EE A .. �14 4 *1J3 BARS 1 112" ................................................................... . . . .. .. . . . AND MASONRY WALLS: �1I B AR t SMALLER:......................................................... 31 4 " . . .. . . . . BEAMS. COLUMNS = . .. .. . . . .. . . .. .. .. PRIMARY Fe NFORCEMENT TIES STIRRUPS, SPIRALS:1 1/2" . . . I. CONTRACTOR SHALL SUI5MIT REINFORCING STEEL SHOP DRAWINGS FOR ... ... . . .. . REVIEW BEFORE FABRICATION 4 INSTAL.LATION. . . . . .. .. .. . . .. .. . .. ... . REVIEWSTRUCTURAL O D BY . . .... .... . .. . . . . .. ... . ESGIL A SAFr=5UILT COMPANY A$ PLAN . .. . .. .. .. . . .... ... ... .. . .. - GHEGK NO 19 1402 DATED r��rsn9 CHANGE N0. DESCRIPTION APPROVE❑ DATE BENCHMARK ❑ESkGNED BY: DRAWN BY: S UILT APPROVALS CHECKED BY: ENGINEERING DIVISION APPROVALS c Dr. SS DESCRIPTION: 2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERVISION OF LOCATION:IN CURB ON THE S. SIDE OF THEvzl6-23-22 PI)BIIC Wt3R1C5 (]ATE: 1 �Z PARKING LOT FOR THE CITY OF ENCINITAS �............'•?D SWAMIS PARK 1N RED CURB N. OF RESTROOMS. SERH DATE PLANNING R.C.E. NO. fi1398 RECORD FROM: SD. CO. CITY OF ENCINITAS 'PTr.7 ..-.._--.. NO. 1033 ELEVATION: 82,.081 REVEEWEI� .1. I I .0i Z4 v . - SERHAT IN - - 1 CITY EI�IOWEER DATE IN51'ECTOR ..... ............... 'fOWFF,WED: APPROVED: W MATERIAL, SYSTEM, COMPONENT AND TYPE OF SPEC. INSP. INSPECTION NOTES WORK REQUIRED TO HAVE SPEC. INSP. CONTINUOUS I PERIODIC MASONW (LEVEL 1): AS MASONRY' CONSTR.#CTION BEGINS. THE FOLLOWING SHALL BE VERIFIED TO . ENSURE COMPLIANCE, A. PROPORTIONS OF SITE -PREPARED X MORTAR . B. CONSTRUCTION OF MORTAR JOINTS x C. LOCATION OF FgINF. X THE INFECTION PROGRAM SHALL VERIFY: A. SIZE AND LOCATION OF THE x STRUCTURAL- ELEMENTS x B. TYPE, SIZE AND LOCATION OF ANC44ORS C. SPECIFIED SIZE, GRADE AND TYPE OF x REINFORCING D. WELDING OF REINF. x E. PRETECTION OF MASONRY FROM HOT OR COLD x PRIOR TO GROUTING THE FOLLOWING x . SHALL LSE VERIFIED: x A. GROUT SPACE IS CLEAN 5. PLACEMENT OF REINFORCING X C. PROPORTIONS OF SITE -PREPARED GROUT X D. CONSTRUCTION OF MORTAR JOINTS X GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND x CONSTRUCTION DOCUMENT PROVISIONS, PREPARATION OF ANY fEGM.IIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/OR x PRISMS SHALL Be OI5SERvED. Gq#PLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION x DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. MASONRY FOUNDATION WALLS CONSTRUCTED IN ACCORDANCE WITH NOT REMIRED TABLE 16M.W€), I805.50), ISM.5(3) OR 1805.5(4). CONCRETE: FOUNDATIONS WITW Vc 5 2500 PSI NOT FmQUIRED INSPECTION OF RE€hF. STEEL, INCLUDING x ACI 318= 3.5, 1.1-1.1 PRESTRESSING TENDONS, AND PLACEMENT VEFPJFYINCs USE OF REQUIRED DESIGN MIX x Ac1 318: CHAPTER 4, 5.2-54 TAKIWs TEST SAMPLES X ACI 318s 5.6, 5.8 INSPECTION .OF CONCRETE ACI 318= 5.S, 5.10 AND 5HOTCRETE PLACEMENT x INSPEcTim FOR MAINTENANCE OF X ACI 318: 5.9, 5.10 SPECIFIED CUPJWx TEI'P. AND TECHNIQUE APPLICATION OF PRESTREOSING FORCES X ACI 318: 16.20 CROUTM OF BONDED PRESTRESSING ACI 318: 1SASA TENDONS IN THE SEISMIC FORGE x RESISTINCs SYSTEM ACTION OF PRECAST MEMBERS X ACI 310s CHAPTER 16 VERIFICATION OP IN -SITU CONCR9TE ACI 318: 6.2 STREWxTH PRIOR TO STRESSWx OF . TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND x FORMS FROM PEAMS AND STRUCTURAL SLABS. INSPECT FORT -NOW FOR SHAPE, ACI 318. 6.1.1 LOCATION AND DIMENSIONS OF THE x CONCRETE MEMBER BEING FO1 MEr>. SOIL& VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN x BEARING CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED x PROPER MATERIAL PERFORM CLASSFICATION AND TESTING I OF CONTROLLED FILL MATERIALS x VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF X CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUSGR4DE AND VERIFY THAT SITE HAS BEEN PIEPANRD x PROPERLY PIER FOUNDATIONS: PLACEMENT OF REINFORCING x PLACEMENT OF CONCRETE X OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. X VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM. ELEMENT DIAMETERS, BELL DIAMETERS (F APPL»ICAI5LE), LENCxTHS, EMBEDMENT INTO x BEDROCK CIF APPLICABLE) AND ADE011ATE END -BEARING STRATA CAPACITY, RECORD CONCRETE OR GROUT VOLUMES. TIMBER LAGGING - VERIFY USE OF PROPER MATERIALS (SUCH AS WOOD GRADE 4X12 NO 1 OR BETTER, APPROPRIATE PRESSURE TREATMENT, APPLICATION WATER X REPELLENCY AT FIELD CUT ENDS 4 2" {"TIN LO WITH SOLDIER LO BEAMS). H s 1� W CQ N Q U a0 0 2 d Gn . C7 a H .7-, l� " vas �." t �. 4, c� 0 W No. fit 8 1HTK z * £ es * W 06/30 21 ��sJ STRUCTURAL URAS ENGINEERS,ISv9CIvtL :( (858) 679-8989 s WWW. HTMECOM • Fax (858) E78 8959 0 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAINING NO. 00 RETAINING WALL PLAN FOR: 0 z SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE uj uj 14108-G z SUMMIT ESTATE DEVELOPMENT LLC Z w APN: 260-630-03 co PLANNING CASE No: 17-071 D1R/TPM/CDP SHEET 7 OF 14 � . �L7REF. MASONRY NOTES 1'-0" MIN. TO DAYLIGHT ^. X VERIFY NJ SOILS REPORT 3" GLR. t� U KEY PER TYP_ SECT101 12" MIN. WIDTH (U.O.N.) z 2 112s< CLR. 0 12" 4 E r ... MINIMUM REINFORCING BENDIHOOK EMBEDMENT REG�.IIREMENTS BAR SIZE 04 +5 I % #1 +'8 +� 0 all EMBED. (1NGH) a6 10 I2 i5 1-I Is21 23 REPORT REC+QUIRET" IENT5 / -NO HEAVY EQUIPMENT ALLOWED k • u 'Rr=R F. PER TYP. SECTION ❑ CLR. AA A©D`L BARS AT WALL FC3OTING FOUNDATION STEPS PER TYP. SECTION LECxEND 0= CONTRACTOR HAS THE OPTION OF EXTENDING "PAR I" TO TOP OF C.M.U. SECTION WITHOUT PROVIDING "BAR 24. -**: CONTRACTOR TO PROVIDE ADDITIONAL *4 0 16" MAX. INCLINED BARS AT BOTTOM OF FOOTING ONLY WITHIN WALL FOUNDATION STEPS EXTENDING: T MIN. HORIZONTAL EACH WAY AWAY FROM STEPS. REFER TO `TYPICAL STEPPED FOOTING: DETAIL" THIS SHEET. ]VOTES: I. FOR ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM LOCATION AND REINFORCEMENT REFER TO TYPICAL WALL SECTION(S). 2. ALL BAR ANCHORACzE/LAP SPLICES, HOOK$ 4 MIN, STEM HT. REQS. TO ALSO CONFORM TO TYPICAL `REINF. BAR SEND, SPLICE 4 ANCHORACs DETAIL." THIS SHEET. 3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE APPLICABILITY OF THE GUIDELINES PROVIDED IN THIS DETAIL TO ACTUAL FIELD CONDITIONS. 4. CONTRACTOR TO LOWER WALL FOUNDATION PROFILE AS NECESSARY TO MEET "MINIMUM DISTANCE TO DAYLIGHT" REQUIREMENT PER SOILS REPORT, 5. REINFORCEMENT LA15ELS USED IN THIS DETAIL (R.s. "5AR V) ARE FOR REFERENCE ONLY. SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACM. GENERAL CONST, REQUIREMENTS OF MAS. RETAINING WALLS En 1. W BEND O1:FSET HOOK V db= DIAMETER or- BAR R = 3d b FOR *2 TO V FOUND. ' R - 4d b FOR 05 TO 011 OWL. � TYPICAL 13AR BEND (CONC. AND MAS.) to e s , L a 2'-0" MIN.(U.C.Nd 2'-0" MIN.(U.O.N.) PER 604.-CON . PER SCH.-CON Oft MAS. OR Oft MAS. I 112 D1A. OR 1112" MIN. CL. MIN. FTG. DEPTH m (DENO EMEED + 3") FOR PARALLEL BARS **: SEE SCHEDULE ABOVE FOR MIN. REINFORCING TYPICAL SPLICE 5ENDJHOOK EMBEDMENT SEQUIREMENTS REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL LAP PER SCH. le b TYP. MIA L LAP PER SCH:-� (MAXJ CONCRETING. PER PLAN -� (MIN.) •� 4 ADDN'L- REINF. TO FOLLOW (MIND (MIN.) SAME PROFILE AS STEPPED FOOTINCs WHERE APPLICA5LE. REP. TYPICAL WALL SECTION(51 FOR REF. "GENERAL CONST. REQUIREMENTS OF- MAS. FOOTING SIZE 4 REINF. RETAININd-v WALLS" DETAIL THIS SHEET. TYP. STEPPED FOOTING n. MIN. LAP. PER SCH. (24°MIN) LAP OUTSIDE BAR AROUND MIN, LAP. PEF ' CORNER SCH. (24'MIN) r MIN. LAP. PM $CH. (240MIN) A l®r 19. I 9POA N .1� 1pm =A I Ed 11, pip WIN VIE�N� �P INN ��l 155 MARS VERTICALLY IN CORE (16n MIN, up OR DOWN) Ahk I - t Irm �- TYP. fLt.O.N.1 TYPICAL.. 'TYPICAL TYPICAL TYPICAL 00 CORNER INTERIOR CORNER INTERIOR. t4 DOU5LE LAVER REINFORCING SINGLE LAVER REINFORCING � WORK THIS SECTION WITH."IMINF. BAR BEND, SPLICE AND ANCWO iE DETAIL" TYPICAL REINF. AT INTERSECTION MASONRY LAP SPLICE (f'm+= 2000 psi LENGTH MIN.) BAR SIZE MIN. CLEAR COVER & SPACING 29 2311 311 5tl (oil 03 04 2211 20" 201' 20" 20" 95 34" 21" 25" 25" 25" 5411 51" 43" 30 a 30" i 63" 63" 58" 35" 35" *8 12" 12" 1211 52" 44" 9 Sill 81" Si" 711, 55" NOTES: 1. FOR 03 REBAR, N = 40 KS I . FOR 040 AND LARGER REBAR, Fc = 40 KS I OR 6LTWE 2. MINIMUM LAB' LENGTW=40 BAR DIAMETERS. MAXIMUM LAP LENGTH=12 BADIAMETERS 3, LAPS APPLE' TO 50TW VERTICAL AND HORIZONTAL REINFORCING:. 4. IF ACTUAL CLEAR COVER OF SPACING FALLS BETNEEN VALISES PROVIDELE, SPLICE LENGTH SMALL BE BASED ON THE SMALLER VALUE. TYPICAL -MASONRY LAP SPLICES .FOR REINFORCING STEEL ALLOWABLE STESS DESIGN DIP ONE END IN GREASE OR SLEEVE FOR BOND BREAK WALL VERT 15AR 49 PANEL EDGES 104 MIN. X 46" LONG EPDXY COATED, STAINLESS OR GALVANIZED SMOOTH BARS MATGIN (W) WALL REINF. SPACING. DIP ONE END IN GIMASE PRIOR TO " MIN. GROUTING: 6 (V) REINF. PER 5C4 E©. (W) REW. PER TYR SECTICN DISCCNTNNUE !FOND SEAM ROW. 4 PROVIDE DEEP RAJ�E It (i R'fIN. EA. SIDE) APPLE- W 1(00f M 4,e. C;rlU CONTROL JoINT 0 z APPL Y 6 40 ` 1' ,4X. V) 0 CONTROL JOINT DETAIL i_ Ln Ln EXPANbICN CAP m $4 6 322 x 24" LOWS Vx" MIN JOINT FILL MAIMAL r- EPDXY COATED, RILL I-E*HT STAINLESS OR GALVANIZED Sh'IOOTW 13AR o m EXPANSION JOINT DETAIL (PLAN VIEN) 0 a CD CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- UILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: CD BP I SS ENGINEERING DIVISION APPROVALS DESCRIPTION: 2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERVISION OF REG E APPROVED: LOCATION:IN CURB ON THE S. SIDE OF THE 6 - 2 3 - 2 PUBI iC WORKS PARKING LOT FOR THE CITY OF ENCINITAS QATE..._.... j. �.21Zp , SWAMIS PARK IN .RED CURS N. OF RESTROOMS. SERHA DATE RECORD FROM: SD. CO./CITY OF ENCINITAS PT PLANNING R.C.E. NO. 61398 _ _ ._.-------------- NO. 1033 ELEVATION: 82.081 REVIEWERSTE EDWA d J. 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CO./CITY OF ENCINITAS PT NO. 1033 .ELEVATION, 82.081 REVIEWER DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR DESIGNED BY: I DRAWN BY: CHECKED BY: CD 8P S5 ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF REC M D: APPROVED: DATE. ]rZZ'ZO 1 R.C.E. NO.. 61398SI yk-EDW o J. R ........----------- ----'--- S R AT S EXP 06-30-21------------------------- _ [ Q 14288 Danis€san Stmet • SuRe #2W • Poway, CA 92064.8839 L/7 ,958) 679-8989 • WWVV- r{TKSE.COM * Fax (558) 579,8958 Gri CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAINING NO. cc RETAINING WALL PLAN FOR: SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC 14108-G APN: 260-630-03 PLANNING CASE NO: 17-071 DRITPMICDP SHEET ,OF 14 � x MR, 2-04(14) WALL B SCHEDULE 1 'W' MAX A` FTC '51 KEY 'C' POTT RETAIN WIDTH STEM STEIN 4 FTG HEIGHT DOWEL 41-01r �1-�ir - 04 o Ir tl 6'-0" 41-o" 12`1 '5 a 1(0 04 a 4 CONT. PER OIVI (b fr MIN) E i 4 6 16 "(V) MAX WATER PROOFING 5Y OTHERS f I I 2 y;rt CLR I � I I DRAINAGE 4 BACKFILL PEI 6 SOILS REPOR f ®. miJ WALL B SCHEDULE 2 'W'MAX A' FTC `$' KEY rCE 50TT RETAIN WIDTH DEPTH STEI'''1 8 FTG HEIGHT DOWEL -Ott 41 21-/ " - 04 1(o 0¢ a 1611 . &-ou r $-Vl 1211 9 N BUIL-INCx FRAMING UNDER SEPARATE PERM€T ® €NDICATES SLAB TO BE IN PLACE AND CURED (14 DAYS 2-04 CONT. AT TOP MIN) PRIOR TO SACKPILL€NG THE WALL i 8° C.M.U. SOLID GROUT W/ 45 (V) a IFr" CLR 4 *4 (H) im 32"- MAX WATER O IMG W/ SPECIAL PER ARCH'L SMCTION �' 5 (WO 16' SACK FACE 2-04 -- — t 9 5(V) .9 s'— � BACKF€LL 4 DRAINAGE MR :OILS 1�PORT � B 5(U) Q, DESCRIPTION APPROVED DATE BENCHMARK B ILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINES ING DIVISION APPROVALS BP_ Ss DESCRIPTION: 2.5" BRASS DISC INT BATE PLANS PREPARED. UNDER SUPERVISION OF T� LOcATION:IN CURB ON THE S. SIDE ❑� THE RECO APPROVED: PARKING LOT FOR THE CITY OF ENCINITAS 6-23-22 PUBi�C WORKS BATE: 1jz. /z0 SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERN BATE �^.�. RECORD FROM: SD. CO./CITY OF ENCINITAS F'T PLANNING R.C.E. NO. 61398 E EDWA J. ER NO. 1C3 ELEVATION:.fl81 REVEEWEt - -- - DATUM: NA�V 788 CITY ENGINEER BAiE INSI�ECTQR SEftNAT S iN EXP 06-30-21 a DATE DAT Nd 30" MIN. LAP T-5" MIN. ° 6 (V) a *1 FRONT FACE 12" C.M-U. SOLID GROUT W/ �5 (V) a 5" 4 2-04 (H) a 32" W/ SPECIAL INSPECTION SLA1=3 TO BE IN PLACE -�, AND CURSED (14 DAYS MIN.) PRIOR TO SACICFILLING TI4E WALL 5LA5 4 IREINF, PER PLAN %*all m 160 MIN, I � i *4 s 16" (T45) I CLR. WIDEN FTG. TO RECEIVE STAIR WALL AS NEC. W/ 2-04 (T 4 B) =6, u r fir,- r u w n i ' Na. fit 8 ' i z 7k . -s it w 06/30/21 HTKI u T CIVI �g`P 5oi)IC�TURAStreet * S EENle �GI€V�EERSaCA �Ls P o (858] 679-8989 WWW. HTKSE-GUM • Fax (858)679.8959 tls CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. co RETAINING WALL PLAN FOR: 0 z SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108-G Iu SUMMIT ESTATE DEVELOPMENT LLC w APN: 260-630-03 PLANNING CASE NO: 17-071 DRITPMICDP SHEET 11 QF 14 LO Q0 LO LO CO 0] �1 C7] C(] �a OD Q C'V 0) LLJ U p CLJ z S C] iI3 Z7 LLI U O to (n a OD [h ilk I.0 Lc1 m C7 2 W V) Y GENERAL SHORING NOTES 1. CONSTRUCTION $WALL CONFORM TO THE 2015 CALIFORNIA BUILDING CODE AND APPLICABLE REGULATING CITE' OF ENCINITAS REQUIREMENTS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2013 EDIT#ON OF THE STATE OF CALIFORNIA CONSTRICTION SAFETY ORDERS (CAL -OSHA). 3. THE DESIGN Cr THE PERMANENT SHORING SYSTEM IS BASED UPON RECOMMENDATIONS CONTAINED IN THE SITE INVESTIGATION, REPORT 4 REFERENCED UNDER 'FOUNDATION NOTES" ON SHEET 9 OF 10 4, THE SHORING SUB -CONTRACTOR SHALL FAMILIARIZE WITH DATA THEREIN AND A COPY OF THE SOILS REPORT AND APPLICABLE SUPPLEMENTAL LETTERS WILL BE AVAILABLE AT THE JOB SITE. 5. REFERENCE TO CIVIL PLANS FOR LOCATIONS OF EX€5TM AND NEW RGROLIN SHOWN ON CIVIL MAY 13E APPROxIMATE ONLY UNDE D UTILITIES. UTILITIES VI 4 NOT ALL UTILITIES MAY BE SHOWN, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT Oil T LEAST TWO WORKII�s DAYS BEFORE COMMENCING ANY HEAVY VEHICULARTRAFF1C SURCHARGE ,SUCHAS CRANES, CONCR ETE TRUCKS MATERIAL TRUCKS OR MATERIAL STORAGE LOAD€NUS, SHALL BE PROHIBITED bill! -TIN 10 FEET OF THE SOIL SIDE OF THE SHOR€W-s BULKHEAD EXCEPT FOR .......... TEMPORARY CONSTRUCTION RAMPS AT THE FRONT SIDE OF THE SHORING CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION:2.5" BRASS DISC LOCATION:IN CURB ON 7rHE S. SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB N. OF RESTROOMS. RECORD FROM: SD. CO./CITY OF ENCINITAS PT NO. J 433 ELEVATION: 82-081 DATUM: NAVD85 CITY ENGINEER I LT APPROVALS 6-23-22 PUBLIC WORKS DATE PLANNING REVIEWER DATE I INSPECTOR INT I DATE DRAWN.SY: CHECKED BY: RS ss PREPARED UNDER SUPERVISION OF DATE: 1j2.2a R.C.E. NO. 61398 ................. ............ -- ---................. HATS ExP 46730721 SOLDIER BEAM INSTALLATION PROCEDURE 1, SEE TYPICAL PLAN SECTION FOR LOCATION TOLERANCES. BEAT'''# TOLERANCE5 ARE +I- I INCH AT THE TOP OF BEAMS AND +1- 1:120 FOR VERTICAL PLUi" 1BNESS. 2. DRILL. SHAFTS. SHAFTS SHALL NOT BE DRILLED ADJACENTLYt A TWO-PHASE SEQUENCE €S REQUIRED (UNLESS OTHERWISE DIRECTED BY T4 4E GEOTECHNICAL ENGINEER). DRILLED SHAFTS ARE NOT PERMITTED TO BE LEFT OPEN OVER -NIGHT UNLESS WELL SECURED, COVERED WITH PLYWOOD AND APPROVAL FROM THE GEOTECHNICAL ENGINEER. 3. PLACE SOLDIER BEAMS IN SHAFT. FILL SHAFT WITW 2500 PSI CONCRETE IN THE EMBEDMENT DEPTHS AS SPECIFIED ON SCHEDULE. FILL BALANCE OF SHAFT WITH LEAN SAND -CEMENT MIXTURE (SLURRY: 1.5 SACKS OF .CEMENT PER CUBIC YARD OF SAND). 4. TAKE INITIAL MONITORINCs READINGS. SEE SOLDIER BEAM SURVEY MONITORING FOR REQUIREMENTS. 5. LAGGING BETWEEN SOLDIER 13EAM5 15 REQUIRED. 67. TIMBER LAGGING SHALL BE TREATED FOR GROUND CONTACT, SEE THE MATERIAL SPECIFICATION, TIMBER FOR REQUIREMENTS. 1. CAREFUL INSTALLATION OF THE LAGGING WILL BE NECESSARY TO ACHIEVE FULL BEARING ,AGAINST THE RETAINED EARTH. FILL VOID5 BEHIND LAGGING WITH SAND SLURRY TO INSURE BEARING OF SOIL ALONG 7kE FULL LENGTH OF LAGGING, LIFTS ARE NOT TO EXCEED 5 FEET, 8. CONTINUE WITH THE EXCAVATION AND LAGGING INSTALLATION (FROM THE TOP DOAN) UNTIL. SUB -GRADE 18 REACHED. LAC-GIW.x MAY 5E REQUIRED TO BE INSTALLED TO BOTTOM OF PROPOSED FOOTING5 OR BUS -DRAIN OR SPECIFIED OVER -EXCAVATION DEPTH. THE GENERAL CONTRACTOR SHALL BE CONSULTED FOR EXACT LAGGING REQUIREMENTS. MATERIAL SPECIFICATION 1. SHAFTS ARE TO BE MACHINE DRILLED. SHAFTS ARE TO BE ACCURATELY LOCATED SO THAT THE SOLDIER SEAMS ARE IN PROPER RELATION TO THE PROPERTY LINES AND PROPOSED BASEMENT WALLS. 2. PROVIDE PROTECTION AGAINST SLOUGHING OR CAVING A5 REQUIRED. 3, SHAFTS SHALL NOT BE DRILLED ADJACEN TLYt A MINIMUM 2-PHASE SEQUENCE #S REQUIRED UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. CONCRETE 0 SHAFTS TO BE PER "CONCRETE FOR SOLDIER PILES" NOTES BELOW TIC= 1. WOOD LAGGING SHALL BE ROUG+4 SAWN DOUGLAS-FIR NO. 1. 2. WOOD LAGGM SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. THREAT CUT ENDS WITH WATER REPELLENCY COPPER CARE WOOD PRESERVATIVE5, INC. "TENINO COPPER NAPHTENATE" (CONTAINING NO ARSENIC OR CHROMIUM). CONTRACTOR To APPLY GENEROUS AMOUNT TO COVER THE CUT END COMPLETELY OR 0110 ENDS IN SOLUTION FOR 12 MINUTES MINIMUM. REINFORCM5 STEEL: 1. CONCRETE COVER FOR REBAR SHALL BE: A. CONCRETE POURED AGAINST € -ARTH: 3" B. CONCRETE EXPOSED TO WEATHER: 1. 05 AND SMALLER. Ki 2. % AND LARSER: 2" C. CONCRETE NOT EXPOSED TO WEATHER: 1. *11 AND SMALLER: '3/4" 2. M4 AND LA ER: €�" Z REBAR DETAILING AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE" BY THE REINFORCING STEEL INSTITUTE. 3. VERTICAL BARS SHALL BE TIED IN PLACE AT THE TOP, BOTTOM AND INTERMEDIATE POINTS PER CDC CHAPTERS IS AND 21. 4. ALL REBAR, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 5. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 6. WELDING OF REINFORCING BARS SHALL CONFORM TO AWS D1.4-05. r=WXX ELECTRODES SHALL BE USED FOR BAR TO BAR 4 E`IOXX ELECTRODES SHALL BE USED FOR REINFORCING TO STRUCTURAL STEEL. SLURRY-, 1. CEMENT SHALL BE ASTM C-150 TYPE IIIV. 2. AGGREGATES SHALL 5E NATURAL SAND CONFORMING TO ASTM C-33. 3. SLURRY SHALL CONTAIN 1.5-SACK5 OF CEMENT PER CUBIC YARD OF SAND - STRUCTURAL STEEL (CBC CHAPTER 22) L WORKMANSHIP AND MATERIALS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS SHALL CONFORM TO THE 13th EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 2. MATERIALS: WIDE FLANGE: ASTM A-952 GRADE 50 CHANNELS: ASTM A-36 GRADE 36 ANGLES, PLATES 4 RODS: ASTM A-36 GRADE 36 (UON) HSS (TUBES): ASTM A-500 GRADE B (FY= 46 KSI) MACHINE BOLTS: ASTM A-301 GRADE A NUTS: ASTM A-563 HEX, GRADE A TYPICAL ANCHOR BOLTS: ASTM F-1554 GRADE 36 HIGH STRENGTH ANCHOR BOLTS: ASTM F-1554 (GRADE PER DETAILS) NUTS: ASTM A-563 HEAVY HEX, GRADE A HIGH STRENGTH BOLTS: ASTM A-325 NUTS: ASTM A-563 HEAVY HEX, GRADE C HARDENED WASHERS: ASTM F-431Io HEADED STUDS: ASTM A-108 NON -SHRINK GROUT: ASTM C-1101 1000 PSI 3. ROLLED STRUCTURAL SHAPES SHALL BEAR MILL IDENTIFICATION MAWS IN CONFORMANCE NIT14 ASTM Aro-96. HSS (TUBES AND ROUNDS) Si -TALL BEAR MILL IDENTIFICATION IN ACCORDANCE WITH ASTM A-500 AND HSS (PIPES) IN ACCORDANCE WITH ASTM A-53. 4, WHEN FABRICATM BEAMS, PLACE NATURAL CAMBER UP, 5. PROVIDE HARDENED WASHERS AS REQUIRED PER THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A4S0 BOLTS BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. 6, BOLT HOLES: A. TYP I CAL STEEL TO STEEL CONNECTIONS: BOLT D 1 AMETER + 1116 INCH B. ANCHOR BOLTS (RODS): BOLT DIAMETER + 311(a INCH 1. HEADED AND THREADED ANCHORS: NELSON SELF -FLUXED ANCHORS. S. NON- SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN 16 PLUMBED, CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON- SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOAD. S. ALL WELDING SHALL BE DONE BY THE FLUX -CORE PROCESS USING APPROVED ELECTRODES PER AWS SfIECIFICATION EiOXX (LOW HYDROGEN ELECTRODES). WELD11+3 SHALL CONFORM TO THE LATEST EDITION OF AWS DLI AND AIMS DIA AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 10. WHERE WELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF THE JOINT. 1€. WHERE MINIMUM AISC FILLET WELD 'THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, PROVIDE MINIMUM AISC WELD. 12. WELDS IDENTIFIED AS REQUIR€NG CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING 18 DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH IBC SECTION 1*104.2.2. 13. ALL FULL PENETRATION GROOVE WELDS SHALL BE ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO LATEST EDITION OF AWS DLL, SECTIONS 5 AND 6. 14. ALL FLANGE STIFFENER PLATES AND CAP PLATES USED IN MOMENT CONNECTIONS SHALL BE ORIENTED SO THAT THE ROLLING DIRECTION OF THE PLATE 18 PARALLEL WITH THE DIRECTION OF PRINCIPAL STRESS. 15, HIGH STRENGTH BOLTING: A. ALL STEEL TO STEEL, CONNECTIONS SHALL HAVE A325 HIGH STRENGTH BOLTS (A325N DESIGN VALUES). B. ALL CONNECTIONS ALONG CHORD AND DRAG LINES, AS SHOWN ON PLANS, ARE "SLIP CRITICAL" CONNECTIONS. (A3258C DESIGN VALUES WITH SPECIAL INSPECTION)C. ALL BOLTS IN OVERSIZED OR SLOTTED HOLES ARE "SLIP CRITICAL" CONNECTIONS UNLESS OTHERWISE NOTED. 19?. STAIRS SHALL BE DESIGNED IN ACCORDANCE WITH DETAILS PROVIDED AND IBC LOAD AND DEFLECTION CRITERIA. CALCULATIONS AND DRAWINGS SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER AND BUILDING DEPARTMENT BEFORE FABRICATION. 11. STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION SHALL BE TEMPORARY AND NOT EXCESSIVE. STRESSES AT ALL TIMES SHALL BE LESS THAN DESIGN AND ALLOWABLE STRESSES. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEEL WORK SHALL NOT BE IMPAIRED DUE TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURES, THROUGHOUT THE COMPLETE PROCESS, THE STABILITY OF INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED. I& ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURP05E5 SHALL BE PROVIDED AT NO ADDITIONAL COST AND SHALL BE REMOVED UNLESS APPROVED 15Y THE OWNER IN WRITING. IS. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL BE PROVIDED TO THE CITY BUILDING DIVISION FOR ALL STEEL DELIVERED TO THE JOL5 SITE PRIOR TO REQUESTING INSPECTIONS FOR STEEL FRAME, FLOOR SHEATa-41NG, OR ROOF SHEATI-4M INSPECTION, WHICHEVER OCCURS FIRST, 20. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE FABRICATION. Lo +IQRETE FOR SOLDIER PILES: 1. MINIMUM STRENGTH OF CONCRETE SHALL BE 3500 PSI 28 DAYS, 2. CEMENT SHALL BE ASTM C-150, TYPE IIIV, 3. AGGREGATES SHALL BE NATURAL SAND AND ROCK CoNFORmAG To ASTM C-33 4. REFERENCE TO "CONCRETE NOTES" ON SWEET S OF 10 FOR ADDITIONAL REQUIREMENTS ENGINEERING DIVISION APPROVALS REG M U$t_DA APPROVED: FfWVAN )-b IER go U air Lk: No. 61 8 * 05 06/30/29 HTK 0 STRUCTURAL ENGINEERS, LL?5 a 9r CE Vl 04 14288 Danielson Sime€ + Suite #200 • Poway, CA 92064.8819 2 Lo (858) 679.8989 + MW. HTKSE.COM - Fax (858) 679.8959 W m CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. co SHORING PLAN FOR: cs SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108-G m SUMMIT ESTATE DEVELOPMENT LLC c7 APN: 260-630-03 PLANNING CASE NO: 17-071 DRITPM/CDP SHEET 13OF 14 � IE r-ALL 19WTECTION PEt� 1 MR ACIVIL-1 F47 PROFILE � ...... ............. PERMANENT SOLDIER BEAM SCHEDULE PILE NUM15ER BEAM BEA1`? QTY SECTION DETAINED HE IGPT $lHH E6" 1BED DEi = TP �D" TOTAL DEPTH lkpil+11p° SH.4Ft DIAMETER I TO 3 3 Wlrvx40 C31-0" 22'-0'" 311-01, 24" 4 1 NIl9;-x3& 8 '-0" 201-Ou W-0t, 24" 5 1 IOE► x3& "1'-011 W-011 25'-01 24,E 22'-V 24" rt TO 5 3 N164 4'-0" S'-0" 131—OU s 24"