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2018-14108 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT IFAST 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 FLOWS 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 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORTS TITLED "SUMMIT AVENUE RESIDENTIAL 1480 SUMMIT AVENUE ENCINITAS. CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED 10/05/2016, PROJECT# CWE 2160466.01 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU1IONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.12664 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 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 FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SH A LL B UT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND E C UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY 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 CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL 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 THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL 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 TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE 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 NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF CHANGE NO.I DESCRIPTION I APPROVED I DATE GENERAL NOTES (CONTINUATION THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO H I S OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ( 'IN PLACE '), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FEDERICO ESCOBEDO AT (858 412-4852 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP Ain-rCC 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU11ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUND COVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- CO,!BUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. ;DIGALERT 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CALL BEFORE YOU DIG TOTAL DISTURBED AREA: 1- 800 - 227 -2600 48 HOURS NOTICE 11,716 SF REQUIRED BENCHMARK AS -BUILT APPROVALS 1 DES]G I DESCRIPTION:2.5' BRASS DISC LOCATIONJN CURB ON THE S. SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB N. OF RESTROOMS. HOSSEIN ZOMORRODI RECORD FROM: SO. CO: /CITY OF ENCINITAS PT NO. 1033 ELEVATION: 82.081 DATUM: NAVD88 SENIOR ENGINEER 7:" 7:" PUBUC WORKS PLANNING REVIEWER INSPECTOR INT I DATE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL 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 SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO 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 WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES 01'. STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDG &E - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. K &S ENGINEERING, INC. Planning . Engineering . Surveying 9I 7801 Mission Center Court, Suite 100 San Diego, CA 92108 (619) 296 -5565 Fax: (619) 296 -5564 FIELD OPERATIONS -z- I LI • -2,0 SUPERVISI N OF DATE: lbalto R.C.E. NO.: 43235 EXP.: 3 -31 -20 IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRCUTION:........... 6,127 SF IMPERVIOUS AREA AFTER CONSTRCUTION :............... 13,877 SF INCREASE IN IMPERVIOUS AREA: .................................... 7,750 SF IMPERVIOUS AREA REPLACED: ........................................ 0,00 SF SITE ADDRESS: 1480 SUMMIT AVENUE ENCINITAS, CA 92007 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 ESCOBEDO (858) 412 -4852 OWNER'S CERTIFICATE: o SANTAI FE DR N z M ST s s C pR s �o 9k y AITE A J 0 s o �G C'F` `b 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 CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY 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 OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SUMMIT ESTATE DEVELOP T Vj SIGNATURE: FEDE D M A MEMBER DA SOILS ENGINEER'S CERTIFICATE I, DANIEL B. ADLER 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 CONDITIONS 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. 2419. 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 GRADING P N ND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCO IN RADING PLANS AND SPECIFICATIONS. SIGNED: RICE NO.: 36037 EXP. TE - 0 -20 �oe(,OFESSIO SS�pNAL Cfo! SIGNED: �< ti ` o� c ,\- o !s s c 2 m r o n w° N0. 36037 A m N0. 2551 z GEO NO.: 2551 EXP. DATE: - 1- 1 * IXP 6 -30 -20 * ENGINEERING GEOLOGIST JOB f CWE2160466.01 qrF OP CA �41e of \P CHRISTIAN WHEELER ENGINEERING CALF 3980 HOME AVENUE, SAN DIEGO, CA 92105 TELEPHONE (619) 550 -1700 FAX (619) 550 -1701 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S 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 PERF GINEER. V pµOFESS/ Q4 Z �C SIGNATURE: DATE: 2 /� 20 y~`` yyc?N p R.C.E D HO ODI '� x NO.u235 c z K & S ENGINEERING, INC. • EKP 3-31 -20 A 7801 MISSION CENTER COURT, SUITE 100 �, C,V,L SAN DIEGO, CA 92108 or 619.296.5565�F RCE NO.: 43235 EXP. DATE: 03_31_20 SHEET INDEX EARTHWORK DATA DESCRIPTION SHEET STEEPEST EXISTING NATURAL SLOPE ON -SITE= 0 H; 0 V TITLE SHEET N ..........................1 MAXIMUM VERTICAL DEPTH OF CUT= 9.5 GRADING PLAN..........ILS..........3 MAXIMUM VERTICAL DEPTH OF FILL= 3.5 SECTIONS AND ROL PLAN........ EROSION CONTROL PLAN........4 CUT= 797 CY t FILL= 149 CY t RETAINING WALL PROFILE....... 5,6 RETAINING WALL PLAN ............. ? -14 EXPORT= 647 CY t REMEDIAL= -9ZJDCY (REMOVAL AND RECOMPACTION 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. PLANNING AND DIVISION I PARKS AND RECREATION BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT Z 19 [LO-Le QannLtj�d -2,12,-2-o 2- - l3 - DATE I SIGN DATE SIGN DATE ENGINEERING DIVISION APPROVALS 30MN41E, JDI�D�AQO APPROVED: ci ,- SIGNATURE EXPIRES 2 YEARS AFTER DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAW11 IG NO GRADING PLAN FOR: t SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108 -G SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 I PLANNING CASE NO: 17 -071 DR/T, ,A /CDP • PL- 1- 011 -9+C I SHEET 1 OF 14 I LO LO I N rn U 9 c a U z z U Y'3 n a W U.1 Z Y EY k K u q O 'Ste k° ,Jt e I PARCEL 4 PH 9fl596 PA C[ELPMM fl996 k x APa 460°640 °(3B ss s U m P OTECT EXIS NO RETAI! NO �'�- -I A_ ''V k 'Zrc s 1J5.OIW 139.OTW 139.71W _ _ 145.0 W LL IN PLA WALLA „ - - - - - IM 133. TG 3 135.BOTG 135.80TG 3 � B 25 ® O6 s s 1 601E 133 E ,¢ 134.2p -�..134.401E 1 78'27" E 198145. g l s _ _ ai 31. _ _ _ __ ___ 7 :'c134. 6 i3b DDFC 1 I -- - - - - -- 151 9j I< - - 139 90 15340 , a FS° P 11'� PVC- ,�3% E �I ,�- .BVC ° 1 +89.00 k Ss> 1 CL 16 D 3 E% WATERS V r TO BE ABANDO m 3 .. ALL C < - �' ° ° O''VERT URVE 13" ° 1153.15FS BY DISTRICT AT FEE 34.50 s FIFE 1 6.5 4s:oorG.. WoRNG 1493 490 si3% a / 3n OWNERS EXPENSE 1 '�� .z 1 +76.00 - UNIT 1 6 s PAD 133.8 35soFF P 1 i °-1,53.2, A- '� o, WA ER ILIV k ms's N PAD 1 'Sfa k �">B 1 OFG S FS AWN ISTRICT ENSE U N I 2 137.90 TO P 1 WA RV A dr L20 4 S:' PRO 46� °6 (p0 5(f it , k srBY DISTRICT A APPROX L APON s GA G 132.421E g700FL 132.501E/ - w bWNERS E%PE SE S °1 F SCO 141i0TN 4f 1;�' L- �? _ r ' PROP 1 SERV a Tn o Pw cm 3s ` PA 137. 2s' 3ays N k t> g�l k ,N b k IT 14351W ye.� 24' MI BY D S EXPENSE m 138.5pF g 1380F�6 / 18' 1 >e+ PAD 137.80 _ 153.57 fls JI.OFG $ ::ic > FL70 ltl - S � �h� 4 h 3` 4V %Ec Ti31.lOFL 1 ° S =r qe 3 F514730 0/ > i= aI IFS 138 u 53.40 wt 7 ° 13 35F5 7 2.P01 137.fi2T 0 136.351E Q iii r .. .. o �x 1373-.... - I 1 00 k32.d51E 04 ,�i36.` m� ok '�,� h A 6 0 Uj 4q k,sie 3 iol VN ,3435FS��2 s a.° - PUI R `�` n� m' z N Pi �� 155.35F5 ,3.5 ,OTW I �I 'o 43.OFG s I y °Fts k r q f. 2E I LLI D -:i 146 8TH 0 13 OOFS 136 001E - 1 c a O iii _ a I' 13376 , .I 153.60 I FS I n F F Ss5 ®' UNIT 2 'FFE 13 0 "> I 1; Sz Fs I` _p +zzo ve PGA 4 0 °6�?0�0 s �s `,I PAD 13 GE i / FS .: x >r 153 x = k ° ' -. FE 134.50 3 = ' ua SsFS P D 133.80 7.30 �: s 901 k l i 1 153.5 k .N m �: C ++ PAD 3. 0 'q.s a , Wr .85 a 44, k 131.0E c. ..!L.JFQ' 131. _ . _ _ . _ NN 1350TW 140.3TIN 14LOTW q,e N 19 &63' 1 lj SMH pqU 3 y\ ,,rye 145.781 ❑ A- ,,, ° } 9 WALL B'u� + k '.s: B � k ,� Pa 600@330 °33s�' El A- > 16 qrs „>> k 'YT, ❑C ��00��0 ❑ °O�DOO PH 460 °630 °�3� �' R0 6 ° 6 'u, LEGEND x �" A- e lye, I PROPOSED IMP OVE ENTS _ IMPROVEMENT STANDARD DWGS CONSTRUCTION NOTES: SYMBOL LEGEND rp OR RETAINING WALL 5-1/2° PGC DRIVEWAY HEAVY BROOM FINISH - tO CONSTRUCT PERVIOUS PAVERS PER DETAIL SHEET 3 EXISTING IMPROVEMENTS R OFILES SEE SHEETS 5 & 6 CURB RSD G -01 CONSTRUCT 60 PERFORATED PIPE SLOPE TO DRAIN IMPROVEMENT SYMBOL 3 CONSTRUCT RETAINING WALL SEE SHEETS 5-6 ASPHALT PAVEMENT - D ® CONSTRUCT 0° CONCRETE CURB 6" 'WIDE BY 16" DEEP - PROPERTY BOUNDARY - -••- PAVERS -SEE SHEET 3 EASEMENT NOTES: OS CONSTRUCT FLOW THROUGH PLANTER SAWCUT _ - ________- CENTER UNE - -Q- O EXISTING 10' SEWER EASEMENT TO CARDIFF © CONSTRUCT RIP RAP ENERGY DISSIPATOR SEE SHEET 3 DG PEDESTRIAN PATHWAY RSD G -7 0 SEWER MAIN - _S_ U° SANITATION DISTRICT REG 6/23/1959 IN BK 7741, (1 ) CONSTRUCT ENERGY DISSIPATOft STORM DRAIN BOX SEE SHEET 3 CONCRETE PAVEMENT - 0 PALM /TREE - PG 112, OR © CONSTRUCT 6' STORM DRAIN PIPE RETAINING WALL RSD C -03 O9 CONSTRUCT 18 ° 1 STORM DRAIN INLET UNLESS SHOWN ON RET WALL SHEETS 10 CONSTRUCT 12 "X120 STORM DRAIN INLET LANDSCAPE - TRENCH RESURFACING CITY OF -ENCINITAS 11 EXISTING WOOD FENCE lb BE REMOVED. TRENCH DWG APPENDIX 2.1 ,2 CONSTRUCT AC PAVEMENT 4• AC/6° CLASS II BASE 1" WATER SERVICE 'WITH I° METER WAS WS-01, WC -17 ��© 0 5 10 20 30 ,3 60 STORM DRAIN CLEANOUT 4" SEWER LATERAL RSD- SS-O,, SC -01 �'1 14 CONSTRUCT GARDEN TYPE RETAINING WALL (2' HIGH MAX) 6° PVC SDI SEWER MAIN (PRIVATE) - SCALE: 1" 1 ° = 10' 15 EXISIING POWER POLE PROTECT IN PUCE K& S ENGINEERING INC. DIRECTION OF FLOW c�_, s EXISTING PALM TREE PROTECT IN PLACE. - - ' Planning Engineering . Surveying H y�N K 6" PVC STORM DRAIN PIPE 01% MIN a � CONSTRUCT RESIDENTIAL DRIVEWAY 5 -1/2° CONCRETE HEAVY �e BROOM FINISH FOR SUP RESISTANCE w.nzs - 6" AREA DRAIN - -¢ - - -- : 18 CONSTRUCT CONCRETE SILL ALONE THE ENTIRE WESTERLY 1801 Mission Center Court, Suite 100 San Diego, CA 92108 Jj, mw. � PROPERTY LINE SEE DETAIL SHEET 3 ROOF DRAIN DOWN SPOUT VRD (619) 296 -5565 Fax: (619) 296 -5564 "eo-ly INDICATES SURVEY MONUMENT TO BE PROTECTED IN PLACE • CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DES GNED BY: 1 DRAWN BY: cHEGKEO eY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NA DESCRIPTION2.5° BRASS DISC INT DATE PLA UNDER SUPERVISION IF RECOMMENDED: APPROVED: GRADING PLAN FOR: LOCATIONIAN PARKING LOT�FOR THE CITYSOF SIDE ENCINITASE PUBLIC WORKS DATE: 3 13 2020 ^� FOR SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108 -G SWAMIS PARK IN RED CURB N. OF RESTROOMS. HOSSEIN ZOMORRODI DATE PLANNING R.C.E. 0.:43235 I/ SUMMIT ESTATE DEVELOPMENT LLC RECORD FROM: SO. C0./CITY OF ENCINITAS PT STEVE NOWAK EDWARD J. YAMMER NO. 1033 ELEVATION: 82.081 REMEYER APN: 260 - 630 -03 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR H ODI EXR: 3 -31 -22 PLANNING CASE NO: 17 -071 DR7TPM /CDP SHEET 2 OF 14 nA7F DATE O m m RIP RAP NO. 2 � BACKING, T=1' ENERGY DISSIPATOR STORM DRAIN BOX NOT TO SCALE CONCRETE SILL CLASS 420 -C -2000 LEVEL ALONG THE ENTIRE WESTERLY PL r4 BARS 3/16' FILTER BLANKET MATERIAL CONCRETE ENERGY DISSIPATOR RSD D-40 NOT TO SCALE 211:I��iaKU�: \IDii�:4 \li - - -_- UNU, UAUU,IU- DRAIN PIPE -.. _.. _ _ wmrnwrU MAIM- - ..- .._- _... -. _........ SOIL PIPE WITH PERFORATION DOWN SPLASH WALL GARDEN TYPE 24'X6' ROW THROUGH PLANTER/DETENTION HIGH SEE DETAIL L RETAINING WALL EFFECTIVE VOLUME 409 OF ABOVE I SECTION A SEE RETAINING WALL SHEET 12 148OTW -- - - - - -- -I�—'] -� _ _EAST GROUND 147'OFG CONCRETE DITCH I E% 8' SEWER 6.8't �Ir =191 sna NOT TO SCALE I /I Y it - - - - _ (EXIST 149.OFTE) _ F - - - - -- _- — L1 -- r - RETAINING WALL E% RETAINING WALL SEE SHEET 5 PROTECT IN PLACE I I I I I I I I I I — I I (140.50) L----J 6 "X16° POO FLUSH ' ' FFE 134.50 FS 13435 FIFE 134.50 CURB OR DEEPENED ' G-1 CU SECTION C EL= 132.85 VOID FILLER- 1/8" TO 3 8" APPROVED PERM OUS NOT TO SCALE / PAVERS W/LIIN. 3/1 (`T� (NO.8) AGGREGATE IN VOIDS VOID °u 424'X6' `PROPOSED 6' BEDDING COURSE - 2' SEWER IE= 131.71 THICK OF 1/8' TO 3/8 "� FLOW THROUGH PLANTER/DETDMON (NO.8) AGGREGATE Z - _' PA 60, CA PA EFFECTIVE VOLUME: 409 OF 4• CHOKER COURSE - 4" 6' 35' 25' SECTION B THICK OF 3/8' TO 1/2' /// - NOT TO SCALE (NO.57) CRUSHED ROCK EXTEND 1Y MIN BELOW 18' 17' it 18' MIN. 6' THICK OF 3/4' CRUSHED ROCK 5' 5' 8' 2' CRUSHED ROCK TRIAMAL GEOD4i1 I 2' 24' MIN EXIST TENSAR TX130 OR SOIL SUBGRADE PROP s LANSCAPE NOTES EQ. LANDSCAPE S EXIST AC -ALL AGGREGATE MUST BE CLEANWASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 12Z N. P2YE =E =T - -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE - _ � E GRIND - - - - -- -NO IMPERVIOUS UNER OR FILTER FABRIC IS TO BE USED 12" WIDE C421ND - SPECIAL APPROVAL REWIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE ppRR �� K& S ENGINEERING, INC. REWIRED. PATHWA PROP AC PAVEMENT PROP PAVER 4' AC OVER 6' CLASS II BASE Planning .Engineering .Surveying ID PERVIOUS PAVERS DETAIL SEE DETAIL LEFT 91 TYPICAL STREET SECTION NOT TO SCALE SUMMIT AVENUE 7801 Mission Center Court, Suite 100 San Diego, CA 92108 NOT TO SCALE (619) 296 -5565 Fax: (619) 296 -5564 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DES GNED av: ORAVNA Bv: cHEClk BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTIOR2.5' BRASS DISC INT DATE PLARSPREPAREQ UNDER SUPERVISION OF RECOMMENDED: APPROVED: SECTIONS & DETAILS FOR: LOCATIONAN PARKING LOTWFOR RB ON THE THE CITYSOF IENCINITASE PUBUC WORKS DATE: 3/13/2020 SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SWAMIS PARK IN RED CURB N. OF RESTROOMS. HOSSEIN ZOHORRODI DATE '/ V— FOR SUMMIT ESTATE DEVELOPMENT LLC 14108 -G RECORD FROM: SO. CO. /CITY OF ENCINITAS PT PWlNING R.C.E. NO.: 43235 NO. 1033 ELEVATION: 82.081 REVIEWER STEVE NOWAK EDWARD J. WINNER APN: 260 - 630 -03 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR H WI EXR: 3 -31 -22 PLANNING CASE NO: 17 -071 DRrrPM /CDP SHEET 3 OF 14 1 SILT FENCE /(CASQA CONSTRUCTION FEN( GRAVEL BAGS (CASQA SE -10) (TYP) MATERIAL DELIVERY & S' (CASQA WM -01) MATERIAL USE (CASQA WM -02) PONDING HEIGHT AISER SECTION SPIL GRAVEL FILLED GRAVEL ARE STACKED TIGHTLY NOTES: PLAN VIEW 1. GRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. LEAVE ONE GRAVEL BAGS GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. STORM DRAIN INLET PROTECTION (CASQA SE -10) NOT TO SCALE NOTE 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE 3. PROVIDED ON SITE. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. CONCRETE WASTE MANAGEMENT (CASQA WM -8) NOT TO SCALE ^T"^ "'ZED SUCTION qCE k TC -1) INSTRUCTION GATE SILT FENCE /(CASQA SE -1) & CONSTRUCTION FENCE STREET SWEEPING & VACUUMING (CASQA SE -7) EROSION CONTROL LEGEND -o--fl— DENOTES SILT FENCE PER CASQA SE -1 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER *CASQA TC -1. DENOTES CHECK DAM AND GRAVEL BAG STORM DRAIN INLET PROTECTION PER *CASQA SE -4 & SE -10. 10 MIL ?LMnC . . UkInG * CASQA CAUF CONSTRUCTION MATERIAL DELIVERY AND STORAGE PER *CASQA WM -01 MATERIAL USE PER *CASQA WM -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 )RNIA STORMWATER BMP HANDBOOK OPTIONAL CORRUGATED STEEL PLATE (RUMBLE CRUSHED AGGREGATE RACK) GREATER THAN 3" BUT ORIGIN SMALLER THAN 6"-----_ GRADE FILTER FABRIC 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION B -B NOT TO SCALE .o NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNEUZE } RUNOFF TO SEDIMENT TRAPPING DEVICE WIDTH AS REQUIRED TO TEMPORARY AS NEEDED OR FOUR TIMES THE CIRCUMFERENCE OF LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS MATCH GREATER EXISTING GRADE PLAN NOT TO SCALE STABILIZED CONSTRUCTION EN (CASQA NOT TO SCALE 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO STOCKPILE MANAGEMENT J CONSTRUCTION FENCE 4 BY 4 IN (10 BY 10 CM) THE POSTS. CASQA WM -03 SANITARY/WASTE MANAGEMENT TRENCH LO FROM AND (CASQA ALONG THHE E LINE S E OF POSTS. EXTRA STRENGTH FILTER FABRIC SOLID WASTE MANAGEMENT MANAGEMENT (CASQA WM -09) NEED WITHOUT WIRE MESH T. (CASQA WM -05) LO CONCRETE WASTE MANAGEMENT (CASQA WM -08) / ��j STEEL OR �/� i--- WOOD POST N SECURELY TO UPSTREAM �— SIDE OF POST. ��- �- �� 4 IN (10 CM) �— NOTE �pW 1. -THE CONTRACTOR SHALL m 3. ATTACH THE FILTER FABRIC TO 4. BACKFlLL AND COMPACT THE INSPECT AND REPAIR FENCE DESILTING BASIN NOTE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. / //—� AFTER EACH STORM EVENT AND REMOVE SEDIMENT. c°o INTO THE TRENCH. w BIORETEN11ON BASINS SHALL BE EXCAVATED AND USED 2.- REMOVED SEDIMENT SHALL ° AS DESILTING BASINS DURING CONSTRUCTION. THE SILT II BE DEPOSITED TO AN AREA ti SHALL BE COMPLETELY REMOVED AND BIORETENTION I THAT WILL NOT CONTRIBUTE TO III I`I FILTER FABRIC �' 10' (3m) MAXIMUM SPACING WITH SEDIMENT OFF -SITE AND CAN o BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS I III ! I WARE SUUPPPORT FENCE BE PERMANENTLY STABILIZED. ° ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL / III II / 6' (.8m) MAXIMUM SPACING WITHOUT * K& S ENGINEERING, INC. 9VOIFESS/ WIRE WAREE SUPPPORT FENCE. 3.-SILT FENCE SHALL BE PLACED --�— I i ON SLOPE CONTOURS TO FACILITATE Planning . Engineering . Surveying �N z�F �j MAXIMUM PONDING EFFICIENCY. �, oy S 0 10 20 40 60 CA 92108 A SILT FENCE 7801 Mission Center Court, Suite 100 San Diego, A r SCALE: 1" = 20' (619) 296 -5565 Fax: (619) 296 -5564 CAO (CASQA SE -1) NOT TO SCALE D CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN Bv: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 00 HZ I NA KS DESCRIPTION:2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERVISIO OF REC M APPROVED: EROSION CONTROL PLAN FOR: LOCATION: IN CURB ON THE S. SIDE OF THE PUBLIC WORKS DATE:. SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE W PARKING LOT FOR THE CITY OF ENCINITAS / 14108 -G z SWAMIS PARK IN RED CURB N. OF RESTROOMS. HOSSEIN ZOMORRODI DATE PLANNING SUMMIT ESTATE DEVELOPMENT LLC RECORD FROM: SO. CO. /CITY OF ENCINITAS PT R.C.E. NO.: 43235 S EDWA J. M w NO. 1033 ELEVATION: 82.081 RENEWER 3 40 I APN: 260- 630 -03 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR HO ORRODI EXP.: 3 -31 -20 PLANNING CASE NO: 17 -071 DR/ TPM /GDP SHEET 4 OF 14 x 160 150 130 125 J PARCEL 2 PH 9 @996 API 280-620-03 ct i NI 2 o WALL A 134. GRIM 133.8 TG 135.SOTG 135.80TG S 125:601E 133 E 134.201E - 134.401E 135.OTW — + 139.OTW 31.00 - -- -- -:: 34 16 1 ..• ,195 �.... ° . �... t� 7 ... 133.OTW :. J o \� 136.35FS Fs7 1.OFG �� oa , 4* 'v FFE 1365 P 13 � FFE 34.50 5 � . PAD 133.80 PAD5.t OFF l {� k ?y6 U NIT K&S ENGINEERING, INC. Planning . Engineering . Surveying 7801 Mission Center Court, Suite 100 San Diego, CA 92108 (619) 296 -5565 Fax: (619) 296 -5564 CHANGE NO.1 DESCRIPTION Lp QµOFESg/ ZO��`��= ra.4323e °- m otr 3-s1 -20 z sj'r cnra �P e CAl.1Fd� APPROVED DATE BENCHMARK DESCRIPTION; 2.5" 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. HOSSBN ZOMORRODI RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1033 ELEVATION: 82.081 DATUM: NAVD88 SENIOR ENGINEER Vert= 1" = 4' PAOCEL I PH 1,0909! I All 160 W111 140 130 125 0 F A- 3 ' Uj 78'27" € 19 9t'- — _ -__ _ , k u { _ 1+ 145.OTW /_� +_ +00 FS Y / . ffi kp g t`j � ,v ¢ a �` s 9 i 15197 si 153.40. 3 25 139.90 { & r PVI 13VC 1 +89.00 f 4 °ar a ¢ X vG,o CL 16' DWY ALLa 20'grVERT ITURVE 13'° 153.15FS \ �^ G 1 WALL s ' 149 Q 149: 153.21 .OFG': 1 OOFG � : ;. ,.`s '�, `t •:13337- FS . rF TG' 1 ) r ' r V\ ` .•!" ' �f�,` m_...°.. �1r1.', ='lllt.�l,�,�;<<iz AS -BUILT APPROVALS PUBLIC WORKS DATE PLANNING REVIEWER DATE INSPECTOR WALL -A SCALE: 1"=10' INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE: g/0 /Z 4P R.C.E. NO.: 43235 un uneannl EXP.: 3-31-20 ENGINEERING DIVISION APPROVALS ,O DD: APPROVED: /� d • .ay. 11 Im A- 8 �I Z W la X 'S?� 25' k �6 k •s SCALE: CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL PROFILE FOR: SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 PLANNING CASE NO: 17 -071 DR/TPM /CDP Lo to LO i rn N Of to N Of a U O U' W D Z 6 N O WO_ F U 1" = 10, F5 N DRAWING NO. 14108 -G SHEET 5 OF 14 x 160 150 Em 130 128 WALL—B SCALE: 1"=10' Ileff 150 140 130 128 160 150 i Ulf 135 EMWE ,, t�\ 4 3%E 7.30 1,3 13.25 139.90 PM Qc Svc' L -0 '148. WALL 149.3D SH ORIN 1+ J�T .OFJ CL...................... k .......... f tax f, it BEE LL 4& 0 150 140 135 rak- ❑_ f ��ml , A A L ------------- 0 EKP U-31-0 -C 7801 Mission Center Court, Suite 100 San Diego, CA 92108 SCALE: V. 10, WALL Co. ChLIV (619) 296-5565 Fax: (619) 296-5564 1 0 SCALE: 1*=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. HZ I NA I KS DESCRIPTION:2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERV SIO I OF RECO APPROVED: RETAINING WALL PROFILE FOR: 4 PARKING LOT FOR THE CITY OF ENCINITAS DATE PUBLIC WORKS so 40 SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108-G LOCATIONJIN CURB ON THE S. SIDE OF THE DATE: Z SWAMIS PARK IN RED CURB N. OF RESTROOMS. HOSSEIN ZOMORROD] PLANNING . . T/ 444jv��= SUMMIT ESTATE DEVELOPMENT LLC RECORD FROM: SO. CO./CITY OF ENCINITAS PT R.C.E. NO.: 43235 STEVE IOWA�, E!DW)A DjI.XMER NO 1M ELEVATION: 82,081 REVIEWER 3 1 4 APN: 260-630-03 1.1 C) 3 ILIP DATUM: NAVD88 [SENIOR ENGINEER DATE INSPECTOR H RODI EXR: 3-31-20 1 DATE �Q I PLANNING CASE NO: 17-071 DR/TPM/CDP SHEET 6 OF 14 Ul) rn 00 Q C 9 a TZ cn C> 0 z U z LL) (f) lid !.e �V,5 (L o Uj 153.06 FS 25N 153.40 EVC /7BVC7#J A- 1+89.00 T-1 CL 16' DWY 153.15FS rak- ❑_ f ��ml , A A L ------------- 0 EKP U-31-0 -C 7801 Mission Center Court, Suite 100 San Diego, CA 92108 SCALE: V. 10, WALL Co. ChLIV (619) 296-5565 Fax: (619) 296-5564 1 0 SCALE: 1*=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. HZ I NA I KS DESCRIPTION:2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERV SIO I OF RECO APPROVED: RETAINING WALL PROFILE FOR: 4 PARKING LOT FOR THE CITY OF ENCINITAS DATE PUBLIC WORKS so 40 SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108-G LOCATIONJIN CURB ON THE S. SIDE OF THE DATE: Z SWAMIS PARK IN RED CURB N. OF RESTROOMS. HOSSEIN ZOMORROD] PLANNING . . T/ 444jv��= SUMMIT ESTATE DEVELOPMENT LLC RECORD FROM: SO. CO./CITY OF ENCINITAS PT R.C.E. NO.: 43235 STEVE IOWA�, E!DW)A DjI.XMER NO 1M ELEVATION: 82,081 REVIEWER 3 1 4 APN: 260-630-03 1.1 C) 3 ILIP DATUM: NAVD88 [SENIOR ENGINEER DATE INSPECTOR H RODI EXR: 3-31-20 1 DATE �Q I PLANNING CASE NO: 17-071 DR/TPM/CDP SHEET 6 OF 14 Ul) rn 00 Q C 9 a TZ cn C> 0 z U z LL) (f) lid !.e GENERAL NOTES: I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK AND THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY Cr ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEF7) ING WITH ANY WORK SO INVOLVED. 3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION. 5. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2013 EDITION OF THE "CALIFORNIA BUILDING CODE" 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING AND SUPPORT NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. FOUNDATION NOTES: 1. MAXIMUM DESIGN SOIL PRESSURE- 4000 Pra'F CONTINUOUS FOOTINGS: 2000 PSF 2. SEE SOILS REPORWT -- • - CHRISTIAN WHEELER ENGINEERING ONE 2160466.01 OCTOBER 5, 2016 3. ALL FOOTINGS TO BE A MINIMUM OF: 12" BELOW NATURAL GRADE 1211 BELOW FINISH GRADE 4. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION. 5. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO INSURE COMPLIANCE WITH THE REQUIREMENTS. 6. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH (U.O.N.) 1. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST BE APPROVED BY THE STRUCTURAL ENGINEER. 8. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., ENCOUNTERED DURING EXCAVATION AND BACKFILLING. 9. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL RETAINING WALLS UNTIL ATTACHING FLOORS OR SLABS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTROR SHEATHED. 10. -,,FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS, FLOODING WILL NOT BE PEF41ITTED.W.O.N.) MASONRY NOTES 1. CONCRETE MASONRY WALLS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF F'm = 2000 PSI. THE COMPRESSIVE STRENGTH OF THE MASONRY COMPONENTS (CONCRETE MASONRY UNITS, GROUT, AND MORTAR) MUST COMPLY WITH THE REQUIREMENTS NOTED BELOW UNLESS THE COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY WALLS ARE OTHERWISE VERIFIED BY PRISM TESTING PRIOR TO AND DURING CONTSTRUCTION AS SPECIFIED IN CBC SECTION 2105. SPECIAL INSPECTION IS REQUIRED UNLESS OTHERWISE NOTED ON THE PLANS OR DETAILS. 2. CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, AND BE MINIMUM MEDIUM WEIGHT UNITS CONFORMING TO ASTM C 90, TYPE I, WITH MAX LINEAR SHRINKAGE OF 0.065% 3. MORTAR 614ALL BE TYPE "S" OR "RS ", CONFORMING TO ASTM C1142 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 4. ALL GROUT SHALL MAINTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. GROUT SHALL BE PROPORTIONED WITH SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION OF GROUT CONSTITUENTS. 5. ALL CELLS SHALL BE SOLID GROUTED UNLESS OTHERWISE NOTED ON THE PLANS. 6. ALL HORIZONTAL REINFORCMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 1. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 111/2" BELOW THE TOP OF THE UPPERMOST UNIT. 8. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 9. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4' -0" IN HEIGHT. 10. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR IMMEDIATELY AFTER POURING AND AGAIN 5 TO 10 MINUTES LATER. 11. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE INCH OF GROUT BETWEEN ANCHOR BOLT AND MASONRY WALLS. CONCRETE NOTES: I. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: A. SLAB ON GRADE (NO SP. INSP.) PSI FOLLOWING SHALL BE VERIFIED TO (TYPE I OR II CEMENT FOR B. FOOTINGS 2500 PSI FRET WALLS 4 FIRE WALLS) C. WALLS 3000 PSI X D. SHAFT ® SOLDIER PILES 3500 PSI (TYPE U OR V CEMENT) E. GRADE BEAMS (GB'S) PSI (TYPE I OR n CEMENT) F. CAISSONS PSI (TYPE It OR V CEMENT) 2. LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY RANGE OF 115 PCF MAXIMUM AND 100 PCF MINIMUM. 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION.(SPEC. INSP. WILL BE REQUIRED FOR ALL CONC. W/F'C GREATER THAN 2500 PSI.) 4. CEMENT SHALL CONFORM TO ASTM C -150, TYPE I OR TYPE II. 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C- 33. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- 94 -81. I. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). 8. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT O= ACIDS, ALKALIS OR ORGANIC MATERIALS. S. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. 10. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME SIZE, GRADE AND SPACING AS VERTICAL WALL REINFORCING. (U.O.N.). 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4" FOR FOOTINGS, SLABS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER CONCRETE. DURING TEMPERATURES ABOVE 80 F, MAXIMUM OF 6" SLUMP 16 PERMISSIBLE PROVIDED THE MIX DESIGN IS REVISED ACCORDINGLY BY THE TESTING LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH "METHOD O= TEST FOR SLUMP" OF PORTLAND CEMENT CONCRETE ASTM C143. 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT SHALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. 13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS; ETC. SHALL BE FORMED WITH A I" CHAMFER. 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 16. IN THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR SHALL REMOVE ALL LAITENCE AND DELITRIOUS MATERIAL TO PROVIDE A SOUND,CLEAN,ROUGH SURFACE AND USE A BONDING AGENT THAT PRODUCES A HIGHER STRENGTH JOINT THAN THE CONCRETE USED - PC + 2596 MINIMUM. 1°I. CONCRETE COVER SHALL BE IN ACCORDANCE WITH SECTION 1.1 OF ACI 318. 18. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS 19. FOR ADDITIONAL CONCRETE 4 SLURRY REVIREMENTS a SOLIDER BEAMS REF SHEET 5 OF 10 REINFORCING STEEL NOTES: 1. BAR REINFORCEMENT SHALL BE: ASTM A615 GR. 60 2. THE "CARBON EQUIVALENT" OF ANY REINFORCING TO BE WELDED SHALL BE DETERMINED BY A TESTING LAS. IF THE "CARBON EQUIVALENT" (C.E.) IS LESS THAT 0.55, THEN THE REINFORCING STEEL MAY BE WELDED WITHOUT PREHEATING. IF THE CARBON EQUIVALENT EXCEEDS 0.551 NOTIFY THE STRUCTURAL ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDING WILL NOT BE ALLOWED FOR A. CARBON EQUIVALENT ABOVE 015. WELDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH UBC STANDARD NO, M -2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A186 AND SHALL BE LAPPED 12 INCHES MINIMUM. EZ(DXX ELECTRODES SHALL BE USED IN WELDING GRADE 40 REBAR. E90XX ELECTRODES SHALL BE USED IN WELDING GRADE 60 REBAR. 3. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL (U.O.N.) AND SHALL BE TIED IN POSITION AT TOP AND BOTTOM AND AT INTERVALS PER CHAPTERS 19 AND 21 OF THE 1991 UBC, 4. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST EDITION. 5. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 6. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTINGS (GONG. DEPOSITED AGAINST EARTH) ............3" CONC. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER % THROUGH "IS BARS :........................... .............................2" 05 4 SMALLER: .................................................................. 1 1/2" CONC. NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS 4 JOIST: 014 4 018 BARS :.................................... ..............................1 1/2" "11 BAR 4 SMALLER: ......................................................... 3/4" BEAMS, COLUMNS : PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRALS:1 1/2" 1. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION 4 INSTALLATION. • x Paz, - 1. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION DURING CONSTRCUTION ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISF,4CTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A SUBSTITUE FOR, INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. 3. WHEN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS PERFORMED SIMULTANEOUSLY, OR THE LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS AND SECTION 1105 OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT THE REQUIRED INSPECTIONS ARE PROVIDED. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF RECORD B. SMOKE CONTROL SYSTEM INSPECTIONS SHALL BE PERFORMED BY MECHANICAL ENGINEER OF RECORD C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK INSTALLED, PERFORMED, OR COVERED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD. ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. 8, FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE FABRICATIONS OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT AN "APPLICATION TO PERFORM OFF -SITE FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION, FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 9. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY LOCAL JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1103.5.1 THROUGH 1103.5.3. 10. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORD REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY STRUCTURAL SPECIAL INSPECTION REPORT PREPARED BY DATED ON FILE WITH ENGINEERING DIVISION STRUCTURAL REVIEW PERFORMED BY ESGIL A SAFEBUILT COMPANY AS PLAN CHECK NO 19 -1402 DATED 06/284M MATERIAL, SYSTEM, COMPONENT AND WORK REQUIRED TO HAVE SPEC. INSP. MASONRY (LEVEL D: AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: X A. PROPORTIONS O= SITE - PREPARED MORTAR B. CONSTRUCTION O° MORTAR JOINTS X C. LOCATION OF REINF. X THE INPECTION PROGRAM SHALL VERIFY: A. SIZE AND LOCATION O° THE X STRUCTURAL ELEMENTS X B. TYPE, SIZE AND LOCATION O° ANCHORS C. SPECIFIED SIZE, GRADE AND TYPE O° X REINFORCING D. WELDING Or REINF. X E. PIRETECTION OF MASONRY FROM HOT X OR COLD PRIOR TO GROUTING THE FOLLOWING X SHALL BE VERIFIED: X A. GROUT SPACE IS CLEAN B. PLACEMENT OF REINFORCING X C. PROPORTIONS OF SITE - PREPARED X GLUT D. CONSTRUCTION O= MORTAR JOINTS X GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND X CONSTRUCTION DOCUMENT PROVISIONS. PREPARATION O° ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR X PRISMS SHALL BE OBSERVED. COMPLIANCE WITH REQUIRED INSPECTION FT�OVISIONS OF THE CONSTRUCTION X DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. MASONRY FOUNDATION WALLS CONSTRUCTED I NOT REQUIRED ABLE 18055(I), 18051805.5(5) OR 1805.5(4). CONCRETE:. FOUNDATIONS WITH Vc < 2500 PSI NOT REQUIRED INSPECTION OF RENF. STEEL, INCLUDING X ACI 318: PRESTRESSING TENDONS, AND PLACEMENT VERIFYING USE OF REQUIRED DESIGN MIX X ACI 310: CHAPTER 4,5_2-5A TAKING TEST SAMPLES X ACI 318: 5.6, 5.8 INSPECTION OF CONCRETE ACI 318: 5.9, 5.10 AND SHOTCRETE PLACEMENT X INSPECTION FOR MAINTENANCE OF X ACI 318: 5.9, 5.10 SPECIFIED CURING TEMP. AND TECHNIQUE APPLICATION O° PRESTRESSING FORCES X ACI 318% 18.20 GROUTING OF BONDED PRESTRESSING ACI 318: 18.18.4 TENDONS IN THE SEISMIC FORCE X RESISTING SYSTEM ERECTION OF PRECAST MEMBERS X ACI 318: CHAPTER 16 VERIFICATION O° IN -SITU CONCRETE ACI 318: 6.2 STRENGTH PRIOR TO STRESSING OF TENDONS IN POST - TENSIONED CONCRETE AND PRIOR TO REMQVAL OF SHORES AND X FORMS FROM BEAMS AND STRUCTURAL SLABS. INSPECT FOR11WORK FOR SHAPE, ACl 318: 6.1.1 LOCATION AND DIMENSIONS OF THE X CONCRETE MEMBER BEING FOIRMED. SOILS: 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 PERSO I CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X VERIFY USE O° PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF X CONTROLLED FILL PRIOR TO PLACEMENT Oa CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X PROPERLY PIER FOUNDATIONS: PLACEMENT OF REINFORCING X PLACEMENT O° 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 (IF APPLICABLE), LENGTHS, EMBEDMENT INTO X BEDROCK (IF APPLICABLE) AND ADEQUATE END- SEARING STRATA CAPACITY, RECORD CONCRETE OR GROUT VOLUMES. TIMBER LAGGING: VERIFY USE OF PROPER MATERIALS (SUCH AS WOOD GRADE 4X12 NO I OR BETTER APPROPRIATE PRESSURE TREATMENT, APPLICATION WATER X REPELLENCY AT FIELD CUT ENDS 4 2" MINIMUM LAP LENGTHS WITH SOLDIER BEAMS). FHTK STRUCTURAL ENGINEERS, LLP 14288 Danielson Street - Suite #200 - Poway, CA 92064 -8819 (858) 679 -8989 - WWW. HTKSE.COM - Fax (858) 679 -8959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERI G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CD BP SS DESCRIPTION: 2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERVISION OF RECD ED: APPROVED: RETAINING WALL PLAN FOR: PARKING LO CURB H THE S. SIDE OF THE PUBLIC WORKS DATE: 12 SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE PARKING LOT FOR THE CITY S. ENCINITAS ! 2120 SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERHAT SERGIN DATE ( , 14108 -G PLANNING NOCO1033REOEVADTIONO CO./CITY OF ENCINITAS PT REVIEWER R.C.E. NO. 61398 SUMMIT ESTATE DEVELOPMENT LLC ST K EDWA D J. ER DATUM: NAVD88 EXP 06 -30 -21 APN:E60- 630 -03 CITY ENGINEER DATE INSPECTOR SERHAT IN - - -.- r)ATF ner % PLANNING CASE NO: 17 -071 DR/TPM /GDP SHEET 7 OF 14 UD QD I m N 0 N rn U O U w Z Q N O O !n F U W z w U Z 0 N 0 CD z w w z z w U) Y z � a N U 2 - 04(H) CONT. _ TYP. (U.O.N.) 04(H) 0 32" MAX. TYP. (U.O.N.) a 8" C.M.U. 04(H) CONT. 6 FIRST COURSE 2 - 04(H) CONT. -TYP (U.O.N.) a EA. _ STEM THK. CHANGE -TYP. Z _4 Q Q RU 04(H) w 24" MAX. W./ 12" 4 2 - 04(H) ® 24" W./ 16" C.M.U. STEM / "I I � . • SLOPED TOE PER GRADING PLAN (BY OTHERS) / WHERE OCCURS BAR 2 / z 2:1 MAX. / i 04 CONT.e FIRST COURSE / U_ O Z F. MASONRY 0 NOTES U d d. 4 n e .d 7' -0" MIN. TO DAYLIGHT _ 3 VERIFY W./ SOILS REPORT f CHANGE 3" GLR. a = Q) U KEY PER TYP. SECTIO 12" MIN. WIDTH IU.O.N.) ALL FUTURE FOUNDATIONS CBY OTHERS) TO BE DEEPENED AS NECESSARY FOR 1:1 LINE EMENDING DOWNWARDS FROM TOE OF FOOTING TO AVOID MASONRY STEM I =1 �I I I I I f 211/4 GLR. o / L_ -1 8' C.M.U.-TYP (U.O.N.). / I I I U / 1 2 1/2' GLR ® 12" 1 4 3" GLR. 16" / C.M.U. -TYP ® BAR LAPS ABV. 4 BELOW SHALL NOT COINCIDE AT THE SAME SECTION I / I � I z 2 1/2" GLR. ® 12" 4 3.. CLCMU 16• / Q a 0 BAR 1 FOUND. DWL. / WATERPROOF, DRAINAGE 4 BACKFILL PER SOILS REPORT REQUIREMENTS I. -NO HEAVY EQUIPMENT ALLOWED REINF. PER 3" TYP. SECTION a CLR. a d ADD'L BARS AT FOUNDATION STEPS #* WALL FOOTING PER TYP. SECTION LEGEND: & CONTRACTOR HAS THE OPTION OF EXTENDING "BAR P TO TOP OF G.M.U. SECTION WITHOUT PROVIDING "BAR 2". * *: CONTRACTOR TO PROVIDE ADDITIONAL 04 e 16" MAX. INCLINED BARS AT BOTTOM OF FOOTING ONLY WITHIN WALL FOUNDATION STEPS EXTENDING 2' MIN. HORIZONTAL EACH WAY AWAY FROM STEPS. REFER TO "TYPICAL STEPPED FOOTING DETAIL" THIS SHEET. NOTES: 1. FOR ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM LOCATION AND REINFORCEMENT REFER TO TYPICAL WALL SECTION(S). 2. ALL BAR ANCHORAGE /LAP SPLICES, HOOKS 4 MIN. STEM HT, REQS. TO ALSO CONFORM TO TYPICAL "REINF. BAR BEND, SPLICE 4 ANCHORAGE DETAIL" THIS SHEET. 3. IT IS 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 LABELS USED IN THIS DETAIL (I.e. "BAR I") ARE FOR REFERENCE ONLY. SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING. GENERAL CONST. REQUIREMENTS OF DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" 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. SERHAT SERGIN RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1033 ELEVATION: 82.081 DATUM: NAVD88 CITY ENGINEER 04 CONT � LOCATE 05 (V) EA. FACE EA. SIDE -TYP. ELM v&V METAL HANDRAIL /CHAIN LINK FENCE x42" POST e 4 OF WALL 5' FENCE a 5' -4" O.C. MAX TCMMUU WALL (PER PLAN) 2 - 04 CONT. PER TYP. "I SECTION W BAR SIZE "4 z L 4 01 z "B i "II X 40- 05 (V) LOCATE 6 S" MAX. 1 32" MIN OR PROVIDE DNL. FROM EA. SIDE INTO FDN. OF POST HAND RAIL / FENCE PLACEMENT MINIMUM REINFORCING BEND /HOOK EMBEDMENT REQUIREMENTS BAR SIZE "4 "5 % 01 "8 "B "10 "II EMBED. (INCH) 6 10 12 15 17 IS 21 23 . 4. m 9ID BEND OFFSET HOOK db= DIAMETER OF BAR R • 3d b FOR 02 TO 08 R = 4d b FOR 03 TO "ll TYPICAL MAR BEND (CONC. AND MAS.) U u W N Q� 3 0 li 2' -0" MIN.(U.O.N.) T -O" MIN.(U.O.N.) PER SCH. -CON . PER SCH. -CON . 484 MAS. OR 48ct1, MAS. - 11/2 DIA- MIN. CL. *: MIN. FTG. DEPTH (BEND EMBED + 3 ") FOR PARALLEL BARS * *: SEE SCHEDULE ABOVE FOR MIN. REINFORCING TYPICAL SPLICE BEND /HOOK EMBEDMENT REQUIREMENTS REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL CONCRETING. PER PLAN LAP PER SCH. TYP. (MIN.) a cn u LAP PER SCIH� 1'_6" (MAX_) r 1 I J MIN. LAP. PER SCH. (24 "MIN) MIN. LAP. PEF SCH. (24'MIN) i BARS VERTICALLY IN CORE (16" MW. UP OR DOWN) alp J u E N MIN. LAP. SCH. (24" +5(VERT. ) MIN.SEE PLAN TYP. (U.O.N.) TYPICAL TYPICAL tYPICAL TYPICAL CORNER INTERIOR CORNER INTERIOR 0OU5LE LAYER REINFORCING SINGLE LAYER REINFORCING WORK THIS SECTION WITH "REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL" TYPICAL REINF. AT INTERSECTION MASONRY LAP SPLICE LENGTH (f'm += 2000 psi MIN. BAR SIZE MIN. CLEAR COVER & SPACING 2" 2.511 311 511 (oil REF. TYPICAL WALL SECTION(S) FOR REP. "GENERAL CONST. REQUIREMENTS OF MAS. FOOTING SIZE 4 REINF. 1!511 15" 1511 "4 22" 20" 20" 20" 2 ®° 05 34" 21" 2511 25" 2511 p6 5411 5111 4311 3011 3(011 6311 5811 35" 3511 "8 12" 12" 12" 52" 44" *9 81" 81" 81" 61" 5511 �7) J DIP ONE END IN GREASE OR SLEEVE FOR BOND BREAK WALL VERT BAR e PANEL EDGES i, 04 MIN. X 48" LONG EPDXY COATED, STAINLESS OR GALVANIZED SMOOTH BARS MATCH (H) WALL REINF. SPACING. DIP ONE END IN GREASE PRIOR TO MIN. GROUTING 6 (V) F EINF. PER SCHED. (H) REINF. PER TYP. SECTION DISCONTINUE BOND BEAM REIW. a PROVIDE DEEP RAKE .4 X EXPANbION CAP 04 • 32' x 24' LONG 2s' MIN JOINT FILL MATERIAL EPDXY COATED, FULL HEIGHT STAINLESS OR GALVANIZED SMOOTH BAR EXPANSION JOINT DETAIL (PLAN VIEW) AS -BUILT APPROVALS INT DATE PUBLIC WORKS DATE PLANNING REVIEWER DATE INSPECTOR PLANS PREPARED UNDER SUPERVISION OF DATE: t /12/ZO R.0 E N0. 61398 /PiR EXP 06 -30 -21 4 ENGINEERING DIVISION APPROVALS ;(AIVI lEbWEJD: APPROVED: 1 (I MIN. EA. SIDE) CMU CONTROL JOINT TK !.'F161 8 A * E 06/30/21 slap CIV1\- o�<`P S TRpUIC"TURAL ENGINEERS, LLP (856) 679 -8989 • WWVV. HTKSE.COM • Fu(858)679-8959 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RETAINING WALL PLAN FOR SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108 -G SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 PLA..NING CASE NO: 17 -071 DR/TPM /CDP SHEET 8 OF 14 LO Cie LO CIDI �n N 0 N U 0 c� w 0 z 0 0 5 U z w U 20 N N s so 0 CDZ w w z m z w Y �+ ",—ADDN'L. REINF. TO FOLLOW (MIN.) (MIN.) SAME PROFILE AS STEPPED FOOTING WHERE APPLICABLE. REF. TYPICAL WALL SECTION(S) FOR REP. "GENERAL CONST. REQUIREMENTS OF MAS. FOOTING SIZE 4 REINF. RETAINING WALLS" DETAIL THIS SHEET, TYP. STEPPED FOOTING AS -BUILT APPROVALS INT DATE PUBLIC WORKS DATE PLANNING REVIEWER DATE INSPECTOR PLANS PREPARED UNDER SUPERVISION OF DATE: t /12/ZO R.0 E N0. 61398 /PiR EXP 06 -30 -21 4 ENGINEERING DIVISION APPROVALS ;(AIVI lEbWEJD: APPROVED: 1 (I MIN. EA. SIDE) CMU CONTROL JOINT TK !.'F161 8 A * E 06/30/21 slap CIV1\- o�<`P S TRpUIC"TURAL ENGINEERS, LLP (856) 679 -8989 • WWVV. HTKSE.COM • Fu(858)679-8959 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RETAINING WALL PLAN FOR SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108 -G SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 PLA..NING CASE NO: 17 -071 DR/TPM /CDP SHEET 8 OF 14 LO Cie LO CIDI �n N 0 N U 0 c� w 0 z 0 0 5 U z w U 20 N N s so 0 CDZ w w z m z w Y S LF_C�END I: IND ICATES SHORING BEAM ® ®:INDICATES CMU OR CONC. WALL INDICATES 3i¢" MIN. 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HTKSE.COM • Fax (858) 6798959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGCID BY: DRA BP BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERVISION OF REC MAP D: APPROVED: RETAINING WALL PLAN FOR: LOCATION:IN CURB ON THE S. SIDE OF THE PUBLIC WORKS PARKING LOT FOR THE CITY OF ENCINITAS DATE: 1/22/20 �D SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108 -G SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERHAT SERGIN DATE PLANNING L %�'�` �+^ - RECORDFROM: SD. CO. /CITY OF ENCINITAS PT R.C.E. NO. 61398 SUMMIT ESTATE DEVELOPMENT LLC 1 R NO. 1033 ELEVATION: 82.081 REVIEWER ST K EDW D J. , C3 , ),0 3 APN: 26O- 630 -03 DATUM: NAVD88 EXP CITY ENGINEER DATE INSPECTOR S R AT S 06 -30 -21 DATE D E PLANNING CASE NO: 17 -071 DR/TPM /CDP SHEET 9 OF 14 DIN n I Co Co N Co Z6 00 CoO N Q U O U w 0 z a 0 0 U) U z W U 2 U) N GO n U K W w z 0 z w N Y O N N Z O Z O O O W W O m m LLB J 0 0 + + Z II o 0 11 W Z% V RETAINING WALL FOUNDATION PLAN I 24' MIN O 0 N IN (Eh� W Q 1�' I m I 3 I I 153.40 z 0 W 1 FS J cn o ¢ ,r) CN I i M IN N co r L53 0 �� Z 0 ° FS m L N CL Ld W 1 +22.08 N ;L18'DW Ln 153.7FS o � ♦ 1) I v 1) z 153 75 g FS 153. FS I- d W O W C7 W CD 0 co W d U N 00 CD SMH 145.781E I co I- > a W 0 w c� 0 W 3 K=_ K3 E SCALE: 1 /8 "e, _O" z HTK w m B � No. 61 8 � * E as 06/30/21 �Tqp CIViI oR��e S8FDUO�TURAsitEN00 INEERS06a8ss (858) 679 -8989 • WVV W. HTKSE.COM • Fax (858) 6798959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGCID BY: DRA BP BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERVISION OF REC MAP D: APPROVED: RETAINING WALL PLAN FOR: LOCATION:IN CURB ON THE S. SIDE OF THE PUBLIC WORKS PARKING LOT FOR THE CITY OF ENCINITAS DATE: 1/22/20 �D SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108 -G SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERHAT SERGIN DATE PLANNING L %�'�` �+^ - RECORDFROM: SD. CO. /CITY OF ENCINITAS PT R.C.E. NO. 61398 SUMMIT ESTATE DEVELOPMENT LLC 1 R NO. 1033 ELEVATION: 82.081 REVIEWER ST K EDW D J. , C3 , ),0 3 APN: 26O- 630 -03 DATUM: NAVD88 EXP CITY ENGINEER DATE INSPECTOR S R AT S 06 -30 -21 DATE D E PLANNING CASE NO: 17 -071 DR/TPM /CDP SHEET 9 OF 14 DIN n I Co Co N Co Z6 00 CoO N Q U O U w 0 z a 0 0 U) U z W U 2 U) N GO n U K W w z 0 z w N Y FS 153. FS I- d W O W C7 W CD 0 co W d U N 00 CD SMH 145.781E I co I- > a W 0 w c� 0 W 3 K=_ K3 E SCALE: 1 /8 "e, _O" z HTK w m B � No. 61 8 � * E as 06/30/21 �Tqp CIViI oR��e S8FDUO�TURAsitEN00 INEERS06a8ss (858) 679 -8989 • WVV W. HTKSE.COM • Fax (858) 6798959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGCID BY: DRA BP BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC INT DATE PLANS PREPARED UNDER SUPERVISION OF REC MAP D: APPROVED: RETAINING WALL PLAN FOR: LOCATION:IN CURB ON THE S. SIDE OF THE PUBLIC WORKS PARKING LOT FOR THE CITY OF ENCINITAS DATE: 1/22/20 �D SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE 14108 -G SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERHAT SERGIN DATE PLANNING L %�'�` �+^ - RECORDFROM: SD. CO. /CITY OF ENCINITAS PT R.C.E. NO. 61398 SUMMIT ESTATE DEVELOPMENT LLC 1 R NO. 1033 ELEVATION: 82.081 REVIEWER ST K EDW D J. , C3 , ),0 3 APN: 26O- 630 -03 DATUM: NAVD88 EXP CITY ENGINEER DATE INSPECTOR S R AT S 06 -30 -21 DATE D E PLANNING CASE NO: 17 -071 DR/TPM /CDP SHEET 9 OF 14 DIN n I Co Co N Co Z6 00 CoO N Q U O U w 0 z a 0 0 U) U z W U 2 U) N GO n U K W w z 0 z w N Y DIN n I Co Co N Co Z6 00 CoO N Q U O U w 0 z a 0 0 U) U z W U 2 U) N GO n U K W w z 0 z w N Y WALL B SCHEDULE 1 'H' MAX A' FTC 15' KEY 'C' 50TT RETAIN WIDTH DEPTH STEM E FTG HEIGHT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL PLAN FOR: SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 PLANNING CASE NO: 17 -071 DR/TPM /CDP i DOWEL 4' -0" 2' -6" - 04 s 16° 6' -0" 4' -0" 12" 05 61(o° �' -0" 4' -6" 15" +� I6" A S" C 04 0 WALL B SCHEDULE 2 'H' MAX A' FTG '5' KEY 'C' BOTT RETAIN WIDTH DEPTH STEM 4 FTG HEIGHT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL PLAN FOR: SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 PLANNING CASE NO: 17 -071 DR/TPM /CDP i DOWEL 4' -0" 2140" - 04 tv 16" 6' -0" 3140" - 04 6 16" 6' -0" 4140" 12" 05 '1 811 ' -0 9" 5' -0 " 1511 % m all 0 3° CLR 'A' W/ 04 a 24" (T45) 12" SEPARATE PERMIT 2 -04 CONT. AT TOP- —� 8" C.M.U. SOLID 21/4" GROUT W/ 05 (V) 0 16" CLR 4 04 (H) A 32 "- MAX. WATERI'ROOFIWG W/ SPECIAL PER ARCH'L —_ -� I 5 (V) 16' 0 r 5 lv) 0 16' SACK FACE ®: INDICATES SLA5 TO 5E IN PLACE AND CURED (14 DAYS MIN) PRIOR TO BACKFILLING THE WALL '1' -9" MIN. 16" MIN. RN THTK STRUCTURAL ENGINEERS, LIP 14288 Danielson Street • Suite #200 • Poway, CA 92064 -8819 (858) 679 -8989 • WWW. HTKSE.COM • Fax (858) 679 -8959 CHANGE NO: DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC LOCATIONAN 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. 1033 ELEVATION: 82.081 DATUM: NAVD88 AS -BUILT APPROVALS INT DATE PUBLIC WORKS SERHAT SERGIN DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR 6 (v) 0 16' FRONT FACE DRABP BY: CHECKED BY: ENGINES ING DIVISION APPROVALS RECD M APPROVED: .,P �» E EDWA J. W ER 3 a DATE SAT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL PLAN FOR: SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 PLANNING CASE NO: 17 -071 DR/TPM /CDP i PLANS PREPARED UNDER SUPERVISION OF DATE: j/ZZ�Z0 R.C.E. N0. 61398 SERHAT S IN EXP 06 30 -21 z 4 SHEET 11 OF 14 J X " i ® 2-04 12" G.M.U. SOLID GROUT W/ 05(V) s g' S (V) S 5" 4 2 -04 (H) ® 32" W/ SPECIAL INSPECTION I Z F SLAB TO 5E IN PLACE AND CURBED (14 DAYS MIN.) PRIOR TO 0 Q 5ACKFILLING THE WALL EIACIq-ILL 4 Ji 2L ° ;n DRAINAGE CLR `r SLA5 4 REINF. PER SOILS PER PLAN REPORT 6 040 S' _ 04,916'(T45) � I J 5(V) 012' 30' MM. LAP R —WIDEN M. TO RECEIVE Tn, STAIR WALL AS NEC. W/ 2 -04 (T 4 5) m '1' -9" MIN. 16" MIN. RN THTK STRUCTURAL ENGINEERS, LIP 14288 Danielson Street • Suite #200 • Poway, CA 92064 -8819 (858) 679 -8989 • WWW. HTKSE.COM • Fax (858) 679 -8959 CHANGE NO: DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC LOCATIONAN 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. 1033 ELEVATION: 82.081 DATUM: NAVD88 AS -BUILT APPROVALS INT DATE PUBLIC WORKS SERHAT SERGIN DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR DESIGCDD BY: DRABP BY: CHECKED BY: ENGINES ING DIVISION APPROVALS RECD M APPROVED: .,P �» E EDWA J. W ER 3 a DATE SAT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL PLAN FOR: SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SUMMIT ESTATE DEVELOPMENT LLC APN: 260- 630 -03 PLANNING CASE NO: 17 -071 DR/TPM /CDP DRAWING NO. 14108 -G PLANS PREPARED UNDER SUPERVISION OF DATE: j/ZZ�Z0 R.C.E. N0. 61398 SERHAT S IN EXP 06 30 -21 SHEET 11 OF 14 LO Qo LO I N m co O N O a U O U w Z Q O O W H N H U Of W W U 0 N N o m c� z Of w w z CD z w N Y v � z I I I � LU I tu Z I I z ?C Uj 8 I I I z HATER PROOFING � BY OTHERS �I � I DRAINAGE 4 1211 BACKFILL PER CIVIL PLANS (6' -10" MIN) 2 - #4 8" CMU WALL H/ 04 a 24" (H) m 16" (V) 510 RETENTION BASIN PER CIVIL PLANS *516 "(V) 34" LAP MIN SEE OPPOSITE SIDE FOR ADDITIONAL INFORMATION %616" 1 8" CONC, HALL 2- "4(H)- - 05 a 18" MAX (H), TYP 3' -4"± POOL OO PLANTER PER CIVIL PLANS WHERE OCCURS 8" CMU SOL ID GROUt 1 1 1 1 1 1 1 1 1 H/ 04 9 32" MAX (H) TYP 2 Yd" CLR 05 a 24" (V) MAX 04 B 24" T4B l' -O" MIN. TO DAYLIGHT PER SOILS REPORT a x 1s 05 6 16 ° elvi 2 -04(H) — "5 g 12" (H) 34" MIN LAP `V�13 SOIL LEVEL (OR POOL WHERE OCCURS) 1 g11 Till ITi' lI I 1 I I I 1 I I I 1 I I 1 I 10" (V) MAX � I 1 1 POOL BY OTHERS Q I 110" I g POO @ ----- - - - - -- 2Y" ICLR WATER PROOFING 3Y OTHERS '1 1 11 in 04 CONT. 12" CONC, WALL I I "6 10" (V) MAX _ I - 2 1s2 DRAINAGE E -4T 16 CLR BACKFILL _ PER SOILS i_ REPORT m Z d w W x ® =INDICATES CONTRACTOR TO INCORPORATE ®® 04 9 10" (V) BARS a POOL IF POOL IS TO BE 12" 2' -O° CAST INTEGRAL N1 HALL. REINF. TO EXTEND U 30" MIN. INTO POOL SLAB. — 04 X24" T85 *5 � 16" ��_9�� ®:INDICATES 05 -s 12" (V) FULL HEIGHT m FRONT FACE OF HALL H/ 24" MIN. LAP AS REQUIRED y m HTK 1 � No. 67 B A 1 E 'es Ar 06/30/21 sTgr CIV1�_ o��e ST6RpUCTURAs IENG" INEERS06LL6P (858) 679 -8969 • WNW. HTKSE.COM ° Fax (858) 679 -8959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESICCID BY: DRAWN Bv: cHEC ssD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: N:I CUR BRASS DISC INT DATE PL S PREPARED UNDER SUPERVISION OF REC VE: APPROVE D: RETAINING WALL PLAN FOR: LOCATION:IN CURB ON THE S. SIDE OF THE PUBLIC WORKS PARKING LOT FOR THE CITY OF ENCINITAS DATE: 1/2220 SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERHAT SERGIN DATE PLANNING R.C.E. N0. 61398 SUMMIT ESTATE DEVELOPMENT LLC 14108 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1033 ELEVATION: 82.081 REVIEWER STEV EDWA J R DATUM: NNAVD88 3 �o LO APN: 260- 630 -03 SERHAT ER EXP O6 30 -21 SHEET120F 14 CITY ENGINEER DATE INSPECTOR DATE DA PLANNING CASE NO: 17 -071 DR/TPM /CDP LO UD LO to I N rn Ei 0 N W Q U O U w 0 Z Q (n O O U Z U z 0 N N 0 00 n z w w z c� z Lull V) Y z - LU Z Q ?C Uj 8 r z 4 8" CONC, HALL 2- "4(H)- - 05 a 18" MAX (H), TYP 3' -4"± POOL OO PLANTER PER CIVIL PLANS WHERE OCCURS 8" CMU SOL ID GROUt 1 1 1 1 1 1 1 1 1 H/ 04 9 32" MAX (H) TYP 2 Yd" CLR 05 a 24" (V) MAX 04 B 24" T4B l' -O" MIN. TO DAYLIGHT PER SOILS REPORT a x 1s 05 6 16 ° elvi 2 -04(H) — "5 g 12" (H) 34" MIN LAP `V�13 SOIL LEVEL (OR POOL WHERE OCCURS) 1 g11 Till ITi' lI I 1 I I I 1 I I I 1 I I 1 I 10" (V) MAX � I 1 1 POOL BY OTHERS Q I 110" I g POO @ ----- - - - - -- 2Y" ICLR WATER PROOFING 3Y OTHERS '1 1 11 in 04 CONT. 12" CONC, WALL I I "6 10" (V) MAX _ I - 2 1s2 DRAINAGE E -4T 16 CLR BACKFILL _ PER SOILS i_ REPORT m Z d w W x ® =INDICATES CONTRACTOR TO INCORPORATE ®® 04 9 10" (V) BARS a POOL IF POOL IS TO BE 12" 2' -O° CAST INTEGRAL N1 HALL. REINF. TO EXTEND U 30" MIN. INTO POOL SLAB. — 04 X24" T85 *5 � 16" ��_9�� ®:INDICATES 05 -s 12" (V) FULL HEIGHT m FRONT FACE OF HALL H/ 24" MIN. LAP AS REQUIRED y m HTK 1 � No. 67 B A 1 E 'es Ar 06/30/21 sTgr CIV1�_ o��e ST6RpUCTURAs IENG" INEERS06LL6P (858) 679 -8969 • WNW. HTKSE.COM ° Fax (858) 679 -8959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESICCID BY: DRAWN Bv: cHEC ssD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: N:I CUR BRASS DISC INT DATE PL S PREPARED UNDER SUPERVISION OF REC VE: APPROVE D: RETAINING WALL PLAN FOR: LOCATION:IN CURB ON THE S. SIDE OF THE PUBLIC WORKS PARKING LOT FOR THE CITY OF ENCINITAS DATE: 1/2220 SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERHAT SERGIN DATE PLANNING R.C.E. N0. 61398 SUMMIT ESTATE DEVELOPMENT LLC 14108 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1033 ELEVATION: 82.081 REVIEWER STEV EDWA J R DATUM: NNAVD88 3 �o LO APN: 260- 630 -03 SERHAT ER EXP O6 30 -21 SHEET120F 14 CITY ENGINEER DATE INSPECTOR DATE DA PLANNING CASE NO: 17 -071 DR/TPM /CDP LO UD LO to I N rn Ei 0 N W Q U O U w 0 Z Q (n O O U Z U z 0 N N 0 00 n z w w z c� z Lull V) Y GENERAL SHORING NOTES I. CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE AND APPLICABLE REGULATING CITY OF ENCINITAS REQUIREMENTS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2013 EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL- OSHA). 3. THE DESIGN OF THE PERMANENT SHORING SYSTEM IS EASED UPON RECOMMENDATIONS CONTAINED IN THE SITE INVESTIGATION, REPORT 4 REFERENCED UNDER "FOUNDATION NOTES" ON SHEET 9 OF 10 4. THE SHORING SUE - CONTRACTOR SHALL FAMILIARIZE WITH DATA THEREIN AND A COPY OF THE SOILS REPORT AND APPLICABLE SUPPLEMENTAL LETTERS WILL BE AVAILABLE AT THE JOE SITE. 5. REFERENCE TO CIVIL PLANS FOR LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES. UTILITIES SHOWN ON CIVIL MAY 5E APPROXIMATE ONLY 4 NOT ALL UTILITIES MAY BE SHOWN. 6. THE SHORING /GENERAL CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS BEFORE COMMENCING ANY EVACUATION. 1. HEAVY VEHICULAR TRAFFIC SURCHARGES, SUCH AS CRANES, CONCRETE TRUCKS, MATERIAL TRUCKS OR MATERIAL STORAGE LOADINGS, SHALL BE PROHIBITED WITHIN 10 FEET OF THE SOIL SIDE OF THE SHORING BULKHEAD EXCEPT FOR TEMPORARY CONSTRUCTION RAMPS AT THE FRONT SIDE Or THE SHORING BULKHEAD OR AS DESIGNATED ON PLANS. 8. DUST SHALL BE CONTROLLED AT ALL TIMES DURING SHORING INSTALLATION, EXCAVATION AND GRADING. 9. PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING EXCAVATION OVER TOP OF SHORING, 10. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, STRUCTURAL AND SITE SURVEY DRAWINGS FOR SOLDIER BEAM LAYOUT. EXISTING GRADES AND BOTTOM OF THE STRUCTURE'S FOUNDATION ARE ESTIMATES ONLY AND MAY NOT REFLECT THE EXACT FIELD CONDITIONS. 11. INSTALLATION OF SHORING AND EXCAVATION SHALL EE PERFORMED UNDER THE CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER/REPRESENTATIVE. 12. NO TRENCHES OR EVACUATIONS 5 FEET OR GREATER IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND SHALL BE CONSTRUCTED 5EFORE OBTAINING THE NECESSARY PERMITS FROM THE STATE OF CALIFORNIA DIVISION of INDUSTRIAL SAFETY AND PRIOR TO THE ISSUANCE OF A 5UILDING OR GRADING PERMIT. 13. THE SHORING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE CODES, THE APPROVED SOILS REPORT AND A DRAINED SOILS CONDITION. 14, FIELD VERIFY ALL EXISTING 4 PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 15. THE GENERAL CONTRACTOR SHALL 5E RESPONSIBLE FOR ALL FALL PROTECTION IN ACCORDANCE WITH CAL OSHA REGULATIONS SOLDIER BEAM SURVEY MON17JRING (BY OWNER) I. SOLDIER 5EAM SURVEY MONITORING SHALL BE CONDUCTED ON A PERIODIC BASIS UNTIL THE PERMANENT STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED LATERAL LOADS. 2. CONTROL POINTS, INITIAL SOLDIER 5EAM OFFSETS AND WEEKLY MONITORING SHALL 5E PERFORMED 5Y A CALIFORNIA STATE LICENSED SURVEYOR. 3. A PHOTOGENIC/VIDEO SURVEY OF THE ADJACENT STREETS AND STRUCTURES SHOULD 5E PERFORMED TO ESTA5LISH THE PRE - EXCAVATION SASE -LINE CONDITIONS. PRIOR TO ANY EXCAVATION, SURVEY MONITORING CONTROL POINTS AND INITIAL SOLDIER 5EAM OFFSETS SHALL 5E ESTABLISHED TO MONITOR THE HORIZONTAL AND VERTICAL MOVEMENT OF THE SOLDIER BEAMS. 4. INITIAL AND PERIODIC READINGS SHALL 5E SUBMITTED TO BUILDING 4 SAFETY, SHORING /GENERAL CONTRACTOR, SHORING ENGINEER, GEOTECHNICAL ENGINEER, AND CITY OF ENCINITAS ENGINEERING DIVISION. 5. MONITORING READINGS SHALL 5E SUBMITTED WITHIN 3 WORKING DAYS AFTER THEY ARE CONDUCTED. ADDITIONAL READINGS SHALL 5E 05TAINED WHEN REQUESTED. 6. CONTROL POINTS SHALL 5E ESTABLISHED OUTSIDE THE AREA OF INFLUENCE OF THE SHORING SYSTEM TO ENSURE THE ACCURACY OF THE MONITORING READINGS. 1. THE PERIODIC BASIS FOR SHORING MONITORING SHALL 5E AS FOLLOWS: A. INITIAL MONITORING SHALL BE PERFORMED PRIOR TO ANY EXCAVATION. 5. ONCE EXCAVATION HAS 5EGUN, PERIODIC READINGS SHALL 5E PERFORMED WEEKLY UNTIL THE EXCAVATION HAS REACHED THE PROJECT'S ESTIMATED SU5GRADE AND PERMANENT WALL FOUNDATION IS COMPLETED. AT THIS TIME THE SHORING ENGINEER SHALL EVALUATE THE PERFORMANCE OF THE SYSTEM TO DETERMINE FUTURE MONITORING REQUIREMENTS. C. IF THE PER=OR'1ANCE OF THE SHORING SYSTEM IS WITHIN ACCEPTABLE GUIDELINES, AS ESTABLISHED 5Y THIS SPECIFICATION (SEE ITEMS NO 8 AND 9), THE SHORING ENGINEER, WITH THE CONCURRENCE OF THE CITY OF ENCINITAS, MAY PERMIT THE PERIODIC READINGS TO 5E PER ORMED ON A 51- WEEKLY 5ASIS. ONCE INITIATED 51- WEEKLY READINGS SHALL CONTINUE UNTIL THE STREET LEVEL FLOOR IS COMPLETED AND CAPABLE OF TRANSMITTING LATERAL LOADS TO THE PERMANENT STRUCTURE. 8. IF ANY HORIZONTAL OR VERTICAL MOVEMENT OF THE SOLDIER SEAMS REACHES ONE INCH (ONE HALF INCH ADJACENT TO EXISTING STRUCTURES), THE GEOTECHNICAL ENGINEER, AND SHORING ENGINEER SHALL EVALUATE SUCH MOVEMENTS AND RECOMMEND CORRECTIVE MEASURES, IF NECESSARY, 5EFORE EXCAVATION CONTINUES. S. IF THE MAGNITUDE OF ANY HORIZONTAL OR VERTICAL MOVEMENT OF SOLDIER BEAMS REACHES TWO INCHES SUPPLEMENTAL SHORING SHALL BE DEVISED TO ELIMINATE ALL FURTHER MOVEMENT AND CITY OF ENCINITAS SHALL APPROVE THE SUPPLEMENTAL SHORING EXCAVATION CONTINUES. SOLDIER BEAM INSTALLATION PROCEDURE 1. SEE TYPICAL PLAN SECTION FOR LOCATION TOLERANCES. SEAM TOLERANCES ARE +/- 1 INCH AT THE TOP OF BEAMS AND +/- 1:120 FOR VERTICAL PLUM5NESS. 2, DRILL SHAFTS, SHAFTS SHALL NOT 5E DRILLED ADJACENTLYt A TWO -PHASE SEQUENCE IS REQUIRED (UNLESS OTHERWISE DIRECTED 5Y THE GEOTECHNICAL ENGINEER). DRILLED SHAFTS ARE NOT PERMITTED TO 5E LEFT OPEN OVER -NIGHT UNLESS WELL SECURED, COVERED WITH PLYWOOD AND APPROVAL FROM THE GEOTECHNICAL ENGINEER. 3. PLACE SOLDIER SEAMS IN SHAFT. FILL SHAFT WITH 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 MONITORING READINGS. SEE SOLDIER SEAM SURVEY MONITORING FOR REQUIREMENTS. 5. LAGGING BETWEEN SOLDIER SEAMS IS REQUIRED. 6. TIMBER LAGGING SHALL 5E TREATED FOR GROUND CONTACT. SEE THE MATERIAL SPECIFICATION, TIMBER FOR REQUIREMENTS. 1. CAREFUL INSTALLATION OF THE LAGGING WILL BE NECESSARY TO ACHIEVE FULL SEARING AGAINST THE RETAINED EARTH. FILL VOIDS BEHIND LAGGING WITH SAND SLURRY TO INSURZE SEARING OF SOIL ALONG He FULL LENGTH Or LAGGING. LIFTS ARE NOT TO EXCEED 5 FEET. 8. CONTINUE WITH THE EXCAVATION AND LAGGING INSTALLATION (FROM THE TOP MOWN) UNTIL SUB- G€'ADE IS REACHED. LAGGING MAY BE REQUIRED To 5E INSTALLED To BOTTOM of PROPOSED FOOTINGS OR SU5 -DRAIN OR SPECIFIED OVER - EXCAVATION DEPTH. THE GENERAL CONTRACTOR SHALL 5E CONSULTED FOR EXACT LAGGING REQUIREMENTS. MATERIAL SPECIFICATION SHAFTS L SHAFTS ARE TO 5E MACHINE DRILLED. SHAFTS ARE TO 5E ACCURATELY LOCATED SO THAI THE SOLDIER BEAMS ARE IN PROPER RELATION TO THE PROPERTY LINES AND PROPoSED EASEMENT WALLS. 2. PROVIDE PROTECTION AGAINST SLOUGHING OR CAVING AS REQUIRED. 3. SHAFTS SHALL NOT 5E DRILLED ADJACFNTLYt A MINIMUM 2 -PHASE SEQUENCE IS REQUIRED UNLESS OTHERWISE DIRECTED 5Y THE GEOTECHNICAL ENGINEER. 4. CONCRETE a SHAFTS TO 5E PER "CONCRETE FOR SOLDIER PILES" NOTES BELOW TIM 1. WOOD LAGGING SHALL 5E ROUGH SAWN DOUGLAS -FIR NO. 1. 2. WOOD LAGGING SHALL 5E PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. THREAT CUT ENDS WITH WATER REPELLENCY COPPER CARE WOOD PRESERVATIVES, INC. "TENINO COPPER NAPHTENATE" (CONTAINING NO ARSENIC OR CHROMIUM). CONTRACTOR TO APPLY GENEROUS AMOUNT TO COVER THE CUT END COMPLETELY OR DIP ENDS IN SOLUTION FOR 12 MINUTES MINIMUM. REINFORCING STEEL: I. CONCRETE COVER FOR RE5AR SHALL 5E: A. CONCRETE POURED AGAINST EARTH: 3" 5. CONCRETE EXPOSED TO WEATHER: 1. 05 AND SMALLER: 2. % AND LARGER: 2" C. CONCRETE NOT EXPOSED TO WEATHER: 1. "Il AND SMALLER: 3 /.s'" 2. 014 AND LARGER: tk" 2. RE5AR DETAILING AND PLACEMENT SHALL 5E IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE" 5Y THE REINFORCING STEEL INSTITUTE. 3. VERTICAL 5ARS SHALL 5E TIED IN PLACE AT THE TOP, 50TTOM AND INTERMEDIATE POINTS PER CHAPTERS 19 AND 21. 4. ALL RE5AR, ANCHOR BOLTS, DOWELS AND INSEpTS SHALL EE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 5. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW 5EFORE FABRICATION AND INSTALLATION. 6. WELDING OF REINFORCING BARS SHALL CONFORM TO AWS DI.4 -05. E90XX ELECTRODES SHALL EE USED FOR 5AR TO 5AR 4 E10XX ELECTRODES SHALL 5E USED FOR REINFORCING TO STRUCTURAL STEEL. SLURRY: 1. CEMENT SHALL 5E ASTM C -150 TYPE II/V. 2. AGGREGATES SHALL 5E NATURAL SAND CONFORMING TO ASTM C -33. 3. SLURRY SHALL CONTAIN 1.5- SACKS OF CEMENT PER CU51C YARD OF SAND. CONCRETE FOR SOLDIER PILES: 1. MINIMUM STRENGTH OF CONCRETE SHALL 5E 3500 PSI a 28 DAYS. 2. CEMENT SHALL 5E ASTM C -150, TYPE IIIV, 3. AGGREGATES SHALL 5E NATURAL SAND AND ROCK CONFosr IlkG TO ASTM C -33 4. REFERENCE TO "CONCRETE NOTES" ON SHEET 9 OF 10 FOR ADDITIONAL REQUIREMENTS STRUCTURAL STEEL (CBC CHAPTER 22) 1. WORKMANSHIP AND MATERIALS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS SHALL CONFORM TO THE 13th EDITION OF THE RISC MANUAL OF STEEL CONSTRUCTION. 2. MATERIALS: WIDE FLANGE- ASTM A -992 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 KSP 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 -436 HEADED STUDS: ASTM A -108 NON - SHRINK GROUT: ASTM C -1101 1000 PSI 3. ROLLED STRUCTURAL SHAPES SHALL BEAR MILL IDENTIFICATION MARKS IN CONFORMANCE WITH ASTM A6 -96. HSS ( TUBES AND ROUNDS) SHALL BEAR MILL IDENTIFICATION IN ACCORDANCE WITH ASTM A -500 AND HSS (PIPES) IN ACCORDANCE WITH ASTM A -53. 4. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. 5. PROVIDE HARDENED WASHERS AS REQUIRED PER THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS 5Y THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. 6, BOLT HOLES: A. TYPICAL STEEL TO STEEL CONNECTIONS: BOLT DIAMETER + I /16 INCH 5. ANCHOR BOLTS (RODS): 5OLT DIAMETER + 3116 INCH 1. HEADED AND THREADED ANCHORS: NELSON SELF - FLUXED ANCHORS. 8. NON- SHRINK GROUT SHALL 5E INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR 5OLTS 5EFORE PLACEMENT OF NON- SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT SUCKLING OF ANCHOR 5OLT5 UNDER CONSTRUCTION LOAD. S. ALL WELDING SHALL 5E DONE 5Y THE FLUX -CORE PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E10XX (LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS DI.I AND AWS DI.4 AND SHALL 5E PERFORMED 5Y CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 10. WHERE WELD LENGTH IS NOT SHOWN, IT SHALL 5E THE FULL LENGTH OF THE JOINT. 11. WHERE MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, PROVIDE MINIMUM AISC WELD. 12. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH 15C SECTION 1104.2.2. 13. ALL FULL PENETRATION GROOVE WELDS SHALL BE ULTRASONICALLY INSPECTED 5Y AN APPROVED TESTING AGENCY AND SHALL CONFORM TO LATEST EDITION OF AWS D1.1, SECTIONS 5 AND 6. 14. ALL FLANGE STIFFENER PLATES AND CAP PLATES USED IN MOMENT CONNECTIONS SHALL 5E ORIENTED SO THAT THE ROLLING DIRECTION OF THE PLATE IS PARALLEL WITH THE DIRECTION OF PRINCIPAL STRESS. 15. HIGH STRENGTH 5OLTING: A. ALL STEEL TO STEEL CONNECTIONS SHALL HAVE A325 HIGH STRENGTH 5OLT8 (A325N DESIGN VALUES). 5. ALL CONNECTIONS ALONG CHORD AND DRAG LINES, AS SHOWN ON PLANS, ARE "SLIP CRITICAL" CONNECTIONS. (A3255C DESIGN VALUES WITH SPECIAL INSPECTION)C. ALL BOLTS IN OVERSIZED OR SLOTTED HOLES ARE "SLIP CRITICAL" CONNECTIONS UNLESS OTHERWISE NOTED. 16. STAIRS SHALL 5E DESIGNED IN ACCORDANCE WITH DETAILS PROVIDED AND 15C LOAD AND DEFLECTION CRITERIA. CALCULATIONS AND DRAWINGS SIGNED 5Y A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL 5E SUBMITTED TO AND REVIEWED 5Y THE ENGINEER AND EUILDING DEPARTMENT 5EFORE FABRICATION. 11. STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION SHALL 5E TEMPORARY AND NOT EXCESSIVE. STRESSES AT ALL TIMES SHALL 5E LESS THAN DESIGN AND ALLOWABLE STRESSES. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEEL WORK SHALL NOT 5E IMPAIRED DUE TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURES. THROUGHOUT THE COMPLETE PROCESS, THE STABILITY OF INDIVIDUAL MEMBERS AND ASSEM5LIES SHALL 5E MAINTAINED. 18. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL 5E PROVIDED AT NO ADDITIONAL COST AND SHALL 5E REMOVED UNLESS APPROVED 5Y THE OWNER IN WRITING. 19. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL 5E PROVIDED TO THE CITY BUILDING DIVISION FOR ALL STEEL DELIVERED TO THE JOt5 SITE PRIOR TO REQUESTING INSPECTIONS FOR STEEL FRAME, FLOOR SHEATHING, OR ROOF SHEATHING INSPECTION, WHICHEVER OCCURS FIRST. 20. STRUCTURAL STEEL SHOP DRAWINGS SHALL 5E SUBMITTED TO AND REVIEWED 5Y THE ENGINEER 5EFORE FABRICATION. \-F,HTK STRUCTURAL ENGINEERS, LLP 14288 Danielson Street • Suite 9200 • Poway, CA 92064 -8819 (858) 679-8989 • WWW. HTKSE.COM • Fax (858) 679 -8959 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS CD Rs HE ss BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC INT DATE P S PREPARED UNDER SUPERVISION OF REC M D. APPROVED: SHORING PLAN FOR: PARKING LO CURB H THE S. SIDE OF THE PUBLIC WORKS DATE: 1�4zJzv • SUMMIT RESIDENTIAL PROJECT 1480 SUMMIT AVENUE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB N. OF RESTROOMS. SERHAT SERGIN DATE PLANNING �� SUMMIT ESTATE DEVELOPMENT LLC 14108 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT R.C.E. N0. 61398 NO. 1033 ELEVATION: 82.081 REVIEWER ST /K� EDW RD J. W ER DATUM: NAVD88 6Zo APN:26O- 630 -03 SERHAT S EXP 06 30 -21 3 is CITY ENGINEER DATE INSPECTOR DATE DA E PLANNING CASE NO: 17 -071 DR/TPM /CDP SHEET 13 OF 14 IZA d' LO LO LO cn m N 1 0 N a U O U w 0 Z Q N O O N H V W Z W U 0 N 0 n` U z w z CD w 01 Y L 3x3x%" GUARD RAIL POST ® EACH SOLDER BEAM 14°m MIN CABLE AROUND __4 PERIMETER OF SITE (TYP) � or ' �� 4 OF Z GABLES MIN AS REa'D SOLDIER EsM SOLDIER PILE SPACING (SEE SHORING PLAN) - W -0" TYP. U.O.N. SOLDIER BM PER OSHA GUIDELINES MAX ALLOW TOLERANCE OF LOCATION - 0/21 -04 4 ADD ADDN'L GABLES - PER ARGH'L IF USED AS PERMANENT GUARDRAIL — — X _Z FILL VOIDS BEHIND LAGGING STOP WALL FTG. ® v W/ SLURRY FOR FULL BEARING AT START OF EPDXY COATED SOLDIER FILL W/ SLURRY I DRILLED SHAFT lea °4 MIN CABLE BM PERe - ABOVE SHAFT `'ROUND PERIMETER l =1 11 =1 I -1 I I =1 11_ =1 11 =1 I I 1 =1 =f I I- =1 =1 I 1 =1 OF SITE (TYP) Z ' • !- I. 2 GABLES MIN - DRILLED SHAFT ( =I —I I-` ' I -III III — TAINI LAGGING PER SCHED TYP. _� =1 I -i _i =1 11- .. I 1 =1. CMU PROVIDE SHEAR LABS III - =Iy ' I =1 I OR PRE DRILLED HOLES - LAGGING I- ® 2 -ii4" 0 STAINLESS STEEL III- SDS SCREWS x4" PER bx =1 I =1 I_I _I 1 =1 I III III- SOLDER IBM IT I I LAGGING ABOVE GRADE. - T_ ' - - NO SCREWS R_a D FOR - - LAGGING BELOW GRADE _ - EPDXY COAT ALL SURFACES I Ih I1 =111 =I - -- -- =11 ;I' I 03 I h I i1 As REa'D FOR coRROSION I_I I 11 -1 i — — — J DRILLED SHAFT 11 -� I R= ISTANGE -_ _ I' PER SGHED. ' _- I=1 4x12 �1 TREATED TIMBER LACING W/ 2" BRG EACH END TYP. TIN SOLDIER BM 1II= 111 z SOLDIER BM PER8ae DRAIN GRATE 60" MIN WIDE, MIRADRAIN 6000 4 SUBDRAIN DRAINAGE BOARD CENTERED LAGGING (BY OTHERS) BETWEEN SOLDIER BEAMS 4 COLLECTOR PANELS PLAN VIEW PER SOILS REPORT FLAN \' I E I X AN VI W SECTION Q u R I /'---FALL PROTECTION PER e PER CIVILI PLANS PEP PROFILE PERMANENT SOLDIER BEAM SCHEDULE PILE NUMBER BEAM QTY BEAM SECTION RETAINED HEIGHT "H" EMBED DEPTH "D" TOTAL DEPTH "H" + "D„ SHAFT DIAMETER 1 TO 3 3 W16x40 9' -0" 22' -0" 31' -0" 24" 4 1 W16x36 8' -0" 20' -0" 28' -0" 24" 9 I W16x36 1' -0" 18'_0" 29'_0" 24" 6 I Wibx36 6' -0" 16' -0" 22' -0" 24" 1 TO 9 3 WIbx26 4' -0" 9' -0" 13' -0" 24" 148.1' T.OA- ELE ® (PRIOR TO \ 149.3' T.O.W. ELEV TYP �PRIOORR TO PER CIVIL GRADING \ PER CIVIL I GRADING