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2017-13303 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE 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. GENERALNOTES 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 " KAPUY RESIDENCE 1248 SUMMIT AVE. ENCINITAS. CA & CORNISH DR. RESIDENTIAL CORNISH DR.. ENCINITAS. CA " PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED 12/04/2015, AND UPDATE DATED 3/20/17, PROJECT# CWE 2150595.01 & OWE 2150587.01 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 PRECAUTIONS 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. B. 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 HOUDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. 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 Q UALIFIED 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 SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFA;c AND 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FEDERICO ESCOBEDO AT (85A) 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 i 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 OPERA1ION 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 PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 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 POLLUTION 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 TURFAANDSCAPED 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 - COMBUSTIBLE 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 ATELY SIZED OIL GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTUPI SAN DIEGUITO WATER DISTRICT 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCC'.DING 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 UNDERGROL ND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, Ui'Q_ 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 LINDER 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. 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE= 1 H; 6 V MAXIMUM VERTICAL DEPTH OF CUT= 6 MAXIMUM VERTICAL DEPTH OF FILL= 0 CUT= 620 CY (t) FILL= 0 CY (t) EXPORT= 620 CY (t} REMEDIAL= 1580 CY (REMOVAL AND RECOMPAC11ON UNDER AND OUTSIDE OF BUILDING AREAS) 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. 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 SUES 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. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WALL 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. TRAININ CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE T<AINED 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 OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 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 DUMPSiERS 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 PAI N TS, VEH I CLE 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 U11UTY 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 OR 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 INSPEC1ION WILL BE SUBJECT TO REJECTION AND REMOVAL „' -Pi: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQ.FT. IMPERVIOUS AREA AFTER CONSTRUCTION: 4,730 SQ.FT. DECREASE IN IMPERVIOUS AREA: 0 SQ.FT. IMPERVIOUS AREA REPLACED: 0 SQ.FT. ,0Pi9Z1A7 CORNISH DRIVE DEVELOPMENT LLC CONTACT: FEDERICO ESCOBEDO 701 WRELTON DRIVE SAN DIEGO, CA 92109 PHONE: (858) 412 -4852 SITE ADDRESS: 1329 CORNISH DRIVE CARDIFF BY THE SEA, CA 92024 LEGAL DESCRIPTION: POR. NW 1/4, SEC 22 T13S, R4% SBM tP j r w 2�F n SANTA FE DR m W 00 1 MST Q SITE S9 A 2 VICINITY MAP NOT TO SCALE OWNER'S CERTIFICATE: THOMAS GUIDE, PAGE 1164, GRID C -1 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. SIGNATURE: E EDO ATE F R CORNISH DRIVE DEVELOPMENT, LLC 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 WAS MADE BY ME OR UNDER MY DIRECTION ON DECEMBER 01 & 04. 2015 AND AN UPDATE ON SHORING DESIGN DATED MARCH 30, 2017. 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 PLANS AN ERIIFY I AT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORAlEO'1N i 29ADD GIPLANS AND SPECIFICATIONS. SIGNED: RCE NO.: 36037 EXP. DAo E" 6-30-1B , SIGNED: 'p ^L7�1• I oQNOF ESS /0 GEO NO.: 2551 EXP. DATE: w ° N0. 36037 J0 m JOB: CWE2150587.01 & CWE2150587.02 E%P 6 -30 -18 CHRISTIAN WHEELER ENGINEERING 3980 HOME AVENUE, SAN DIEGO, CA 921059r crolL,w� TELEPHONE (619) 550 -1700 FAX (619) 550 -1701 STATEMENT OF ENGINEER OF WORK /�pNAL 6FO! 5 W) o 0 o s a F NO. 2551 z `ti CERTIFIED ENGINEERING �GEOLOGIST T� qrf op CALIF 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 PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND I AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEG T ACTS, ERROR OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURS ND S SUCH ENCY AND EMPLOYMENT AND ARISING OUT THE WORK PERFORMED BY THE ENGINEER. SIGNATU DATE: nu nenn, K & S ENGINEERING, INC. 7801 MISSION CENTER COURT, SUITE 100 SAN DIEGO, CA 92108 619.296.5565 RCE NO.: 43235 EXP. DATE: 03 -31 -18 SHEETINDEX DESCRIPTION SHEET TITLE SHEET ..............................1 GRADING PLAN ..........................2 SECTIONS AND DETAILS...........3 EROSION CONTROL PLAN ........ 4 RET WALL /SHORING PLAN...... 5 -9 AO QROFESSj\p�, ZO'�17 0y 7'PO c w � = N0.43235 � m EXP 3 -31 -18 M \F OP 'CALIF\P BMP PROJECT STATUS DIGALERT 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 STANDARD TO BIDDING. K& S ENGINEERING, INC. FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT Planning . Engineering . Surveying CALL BEFORE YOU DIG 7801 Mission Center Court, Suite 100 San Diego, CA 92108 1-800- 227 -2600 _ /' 619 296 -5565 Fax: 619 2A 92104 48 HOURS NOTICE !� 4 011117 9 - � (� B 36-17 C ( 1 ( ) REQUIRED SIGN DATE SIGN DATE SIGN DATE SIGN DATE SI / r ' 'DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE / CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE _ DESi VIED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -150_10L /1.7 Tt el DESCRIPTION:2.5" BRASS DISC PLANS NDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: LOCATIO:IN CURB ON THE & SIDE of THE PARKING s -- DATE: SINGLE FAMILY RESIDENCE, 1329 CORNISH DRIVE 13303 -G LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED HORIZONTALI" = X' CURB N. OF RESTROOMS. EN EER'S NAME DATE VUU✓ CORNISH DRIVE DEVELOPMENT LL RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1Q VERTICAL: ]'_X €f R.C.E. NO.: 43235 JE WE NK BELO ' C _g 1� f-11 - APN: 260- 620 -75 ELEVATION: 82.081 EXP.: 3 -31 -18 ATE D �� PLANNING CASE NO: 16 -167 ADR/CDP SHEET 1 OF 9 DATUM: NAW88 REVIEWER INSPECTOR SENIOR ENGINEER H ZOMORRODI A P5UIL-T 0 a a N 0 N 0 LO I rn N rn 10 0 N Of U c c� w 0 4 N 0 _o z w v z N 00 I It z z z JV Y �cl EXITING SURVEY MONUMENTS T( BE PROTECTED IN PLACE (TYP) _ \v Nor y. S i i i EXI EASEMENT TO SAN DIEGO GAS do ELECTRIC GO PER DOC. NO. 62692 REC. 04/10/1970 O.R. /\104 151.0)W I 152.OTW '. I 153.OTW LO 153.0 ` i) POOL BY SEPARATE MIT R V e° :•U �P, 4 r. slt T t4 A tAZAiN el 149 0 D 147.50 is.o i 14 S to � I "�+ 4 I 'aic `\ PAD it? t �I PAD 146\ :4 __j cl I I I a %n 7:8 147 P ° 14As_aoFS, > A K& S ENGINEERING, INC. Planning . Engineering . Surveying 7801 Mission Center Court, Suite 100 San Diego, CA 92108 (619) 296 -5565 Fax: (619)296-5%4 NO. I DESCRIPTION s' EX EASEMENT TO CARDIFF SANITATION DISTRICT FOR SEWER AND PIPELINES PER DOC. NO. 106333 REC. 6/18/1970 O.R. Xyl NOTE TO CONTRACTOR:. 1.- CONTRACTOR TO POT HOLE LOCATION OF EXISTING UTILITIES AND TO NOTIFY ENGINEER OF WORK OF ANY CONFUCTS PRIOR TO CONSTRUCTION. O PROFESS, ZOMO�F = N0.43235 � m. EXP 3 -31 -18 r 4), cm- �4 rF OP CALIF APPROVED A A (15if c� 9 A � f 13.86' Q° �0� °058°08 p[�nl 8 � FIFE 151.0 PAD 15p.4 li L WI j 04 15p.5 \ - 3 II of - �------- - - --�, - -- --� a zl I ? It II N il> III R 148.3% ii 1 147.01E I 149.0 R iF= — 148.4 149.4Tw _ _ .1 //'' P01 � 15 9� G� cip Ole P �0Op °o N �e �aN � NIP a ° D 0 5 10 ' 20 30 SCALE: 1" = 10' DATE BENCHMARK AS-11 DESCRIPTION: 2.5m BRASS DISC LOCATION:IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAN PARK IN RED CURB NORTH OF RESTROOMS. RECORD FROM: SO. CO. /CITY OF ENCINITAS PT N0. 1033 ELEVATION: 82.081 DATUM: NAVE) 88 s _ CA OUILLR c fF£ 156.87 7 • r LIMIT OF OFFSITE UNCONTROLLED ]FILL PER fS1rf6Rf r DOC NO. 2016-0077993 REC. 2123/2010 O.R. ` + IX tAA('JSGXPE �%� IX SHAD , _ m i s" `. s off `\ } `(t551sFS)� Is® A A ' LEGEND EXISTING IMPROVEMENTS BOUNDARY PRE- CONSTRCUTION CONTOUR - POST - CONSTRUCTION CONTOUR - CONCRETE - GRAVEL - EDGE OF PAVEMENT - SPOT ELEVATION - CHAIN LINK FENCE - WOOD FENCE - POWER POLE - CONCRETE COLUMN - PLANTER WALL AREA LIGHT - WATER MAIN - _X _X EX pp 0 0 a g Q N 0 '1 Fx cop, � ``y c'�7 SEWER MAIN - S w t PERMISSION TO GRADE PER LETTER DATED ` A A TREE 05/04/2016 SIGNED BY NEAL CARLOS, i SUCCESOR TRUSTEE, JULIAN L. KAPUY /sic SURVEY MONUMENTS - TRUST EXCECUTED SEPTEMBER 10, 1991 3 1K ,f (170 IX ELECT 18f A A'lT(ET A / (i5S41� A rs A A 1. SPECIAL NOTE: 1.- ALL SERVICE LINES TO THE SUBJECT BUILDINGS SHALL BE CONSTRUCTED UNDERGROUND 2.- MAINTENANCE AGREEMENT FOR UNCONTROLLED AND NON- STRUCTURAL EMBANKMENT RECORDED ON THE SUBJECT PROPERTY FEB. 23, 2016 AS INST NO. 16 -77992 O.R. SCALE HORIZONTAL: 1" = 10' VERTICAL: l� EER'S s � 8Ul/INNG / fTE 147.84 r ryG��8 �y lSV V �/Ul /f •• p� 0 p v e P� v >\ 2 0 5 10 20 30 dG \ 1 801E Q/ 146.80TW 144.80BW 145.80FG EN 25 AE SEMENT AND RIGHT OF -FOR AND iy yYM ROAD UTILITY PURPOSES PER DOC NO. U 1192- 0253995 REC. 4/2/1992 %, N A /cCi _ \v Nor y. S i i i EXI EASEMENT TO SAN DIEGO GAS do ELECTRIC GO PER DOC. NO. 62692 REC. 04/10/1970 O.R. /\104 151.0)W I 152.OTW '. I 153.OTW LO 153.0 ` i) POOL BY SEPARATE MIT R V e° :•U �P, 4 r. slt T t4 A tAZAiN el 149 0 D 147.50 is.o i 14 S to � I "�+ 4 I 'aic `\ PAD it? t �I PAD 146\ :4 __j cl I I I a %n 7:8 147 P ° 14As_aoFS, > A K& S ENGINEERING, INC. Planning . Engineering . Surveying 7801 Mission Center Court, Suite 100 San Diego, CA 92108 (619) 296 -5565 Fax: (619)296-5%4 NO. I DESCRIPTION s' EX EASEMENT TO CARDIFF SANITATION DISTRICT FOR SEWER AND PIPELINES PER DOC. NO. 106333 REC. 6/18/1970 O.R. Xyl NOTE TO CONTRACTOR:. 1.- CONTRACTOR TO POT HOLE LOCATION OF EXISTING UTILITIES AND TO NOTIFY ENGINEER OF WORK OF ANY CONFUCTS PRIOR TO CONSTRUCTION. O PROFESS, ZOMO�F = N0.43235 � m. EXP 3 -31 -18 r 4), cm- �4 rF OP CALIF APPROVED A A (15if c� 9 A � f 13.86' Q° �0� °058°08 p[�nl 8 � FIFE 151.0 PAD 15p.4 li L WI j 04 15p.5 \ - 3 II of - �------- - - --�, - -- --� a zl I ? It II N il> III R 148.3% ii 1 147.01E I 149.0 R iF= — 148.4 149.4Tw _ _ .1 //'' P01 � 15 9� G� cip Ole P �0Op °o N �e �aN � NIP a ° D 0 5 10 ' 20 30 SCALE: 1" = 10' DATE BENCHMARK AS-11 DESCRIPTION: 2.5m BRASS DISC LOCATION:IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAN PARK IN RED CURB NORTH OF RESTROOMS. RECORD FROM: SO. CO. /CITY OF ENCINITAS PT N0. 1033 ELEVATION: 82.081 DATUM: NAVE) 88 s _ CA OUILLR c fF£ 156.87 7 • r LIMIT OF OFFSITE UNCONTROLLED ]FILL PER fS1rf6Rf r DOC NO. 2016-0077993 REC. 2123/2010 O.R. ` + IX tAA('JSGXPE �%� IX SHAD , _ m i s" `. s off `\ } `(t551sFS)� Is® A A ' LEGEND EXISTING IMPROVEMENTS BOUNDARY PRE- CONSTRCUTION CONTOUR - POST - CONSTRUCTION CONTOUR - CONCRETE - GRAVEL - EDGE OF PAVEMENT - SPOT ELEVATION - CHAIN LINK FENCE - WOOD FENCE - POWER POLE - CONCRETE COLUMN - PLANTER WALL AREA LIGHT - WATER MAIN - _X _X EX pp 0 0 a g Q N 0 '1 Fx cop, � ``y c'�7 SEWER MAIN - S w t PERMISSION TO GRADE PER LETTER DATED ` A A TREE 05/04/2016 SIGNED BY NEAL CARLOS, i SUCCESOR TRUSTEE, JULIAN L. KAPUY /sic SURVEY MONUMENTS - TRUST EXCECUTED SEPTEMBER 10, 1991 3 1K ,f (170 IX ELECT 18f A A'lT(ET A / (i5S41� A rs A A 1. SPECIAL NOTE: 1.- ALL SERVICE LINES TO THE SUBJECT BUILDINGS SHALL BE CONSTRUCTED UNDERGROUND 2.- MAINTENANCE AGREEMENT FOR UNCONTROLLED AND NON- STRUCTURAL EMBANKMENT RECORDED ON THE SUBJECT PROPERTY FEB. 23, 2016 AS INST NO. 16 -77992 O.R. SCALE HORIZONTAL: 1" = 10' VERTICAL: l� EER'S s O WATER SERVICE CONNECTION DETAIL SCALE: 1" = 10' N ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 00 N6 I KS DER SUPERVISION ,O, FI RECOMMENDED: APPROVED: PRECISE GRADING PLAN FOR: 0 DATE : j C SINGLE FAMILY RESIDENCE 1329 CORNISH DRIVE Uj R.C.E. NO.: 43235 CORNISH DRIVE DEVELOPMENT LLC 13303 -G Z J SE 0 S ANK BEL APN: 260-620-75 W RRODI EXP.: 3 -31 -18 �� PLANNING CASE NO: 16 -167 ADRlCDP SHEET 2 OF 9 Y En U 0 5 10 20 30 Z U O WATER SERVICE CONNECTION DETAIL SCALE: 1" = 10' N ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 00 N6 I KS DER SUPERVISION ,O, FI RECOMMENDED: APPROVED: PRECISE GRADING PLAN FOR: 0 DATE : j C SINGLE FAMILY RESIDENCE 1329 CORNISH DRIVE Uj R.C.E. NO.: 43235 CORNISH DRIVE DEVELOPMENT LLC 13303 -G Z J SE 0 S ANK BEL APN: 260-620-75 W RRODI EXP.: 3 -31 -18 �� PLANNING CASE NO: 16 -167 ADRlCDP SHEET 2 OF 9 Y * FOR PLANTING SEE BELOW EXISTING GRADE 149.00' 18' SOIL /GROWING MEDIUM -LOAMY SAND WITH MIN. LONG TERM INFILTRATION OF 5 "/HR 12" CLASS 2 PERMEABLE DRAINAGE LAYER — Ik 16" EL =146.3 6 ° EL= 145.05_.`` 3- GRAVEL LAYER (ASTM 5 :131 1 *SHEEP FESCUE, ATLAS FESCUE AND DWARF ITALIAN CYPRESS DETAIL BIOINFILTRATION BASIN NOT TO SCALE SECTION A -A NOT TO SCALE CONCRETE SLURRY FOOTING MIN 6" BELOW NATIVE SOIL (BOTH SIDES) P/L 10' t ", EXISTING N GRADE 1 EARTHEN SWALE z 5.3± MIN. 0 1% MIN. 151_OOFF 51 0.50FS •- T SEE LETTER OF PERMISSION TO GRADE SIGNED BY NEIL CARLOS, SUCCESOR PROPOSED _ EXCEUTEDUSEPTEMBER 0, 991 TRUST BUILDING FOOTING DATED: 05/04/2016 PROPOSED LANDSCAPING SECTION D -D NOT TO SCALE K& S ENGINEERING, INC. '10 pjkOFESS,0 Planning . Engineering . Surveying G7 pryy R%p w = NO.43235 m EXP 3 -31 -78 A 7801 Mission Center Court, Suite 100 San Diego, CA 92108 c,vi4 r (619) 296 -5565 Fax: (619) 296 -5564 9re eF CALIFNMI SECTION B -B NOT TO SCALE 42- HIGH CLEAR PA GLASS SOLDIER BEAM AND TIMBER EXISTING BUILDING FOOTING LAGGING WITH WHITE SAN 152.93FFE STUCCO FINISH D 153.0 16 i i GRADE G i EXISTING RETAINING WALL TO BE REPLACED WITH NEW i 14U.0 — SEE LETTER OF PERMISSION TO GRADE AND TO REPLACE EXISTING RETAINING PROPOSED WALL SIGNED BY MARK LANGER LANDSCAPING DATED: 07/12/2016 5� CENTER�24" DIAMETER CONCRETE SHAFT SEE I SHORING PLAN FOR DETAIL SECTION E -E NOT TO SCALE SECTION C -C NOT TO SCALE 6 "X16* PCC FLUSH CURB OR DEEPENED G -1 CURB APPROVED PERVIOUS VOID FILLER- 118- TO 3/8- PAVERS W/MIN. 3/8" (NO.8) AGGREGATE IN VOIDS VOID -q BEEDING COURSE - 2" THICK ` ;L OF 1/8* TO 318" (NO.8) AGGREGATE 4' CHOKER COURSE - 4" THICK 6" ° OF 318* TO 1/2" (NO.57) _ CRUSHED ROCK T MIN. 6" THICK OF 3/4" CRUSHED ROCK TRIAXIAL GEOGRID--y NOTES: TENSAR TX130 OR EQ. SOIL SUBGRADE -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 -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAY BE REQUIRED. PERVIOUS PAVERS DETAIL NOT TO SCALE EXTEND 12" MIN BELOW CRUSHED ROCK CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK F c AS -BUTT ULJIbriCU O1: URAOIV pl: 1d1LMLU or ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. c - V L r DESCRIPTION:2.5" BRASS DISC PARKING LOT FOR THE SOUTH SIDE ENCINITASFS THE AMTS PARK IN RED CURB NORTH OF RESTROOMS. RECORD FROM: SO. CO. /CITY OF ENCINITAS PT NO. 1033 ELEVATION: 82.081 DATUM: NAVD88 c / S/ill 5' PLAN EPARED LI ER SUPERVISIPP OF,0 DATE:. a4 / R.C.E. NO.: 43235 RODI EXP.: 3 -31 -18 RECOMMENDED: APPROVED: J S 0 EN ANK BEL �l i 9✓ SECTIONS AND DETAILS FOR: SINGLE FAMILY RESIDENCE, 1329 CORNISH DRIVE CORNISH DRIVE DEVELOPMENT, LLC APN: 260- 620 -75 PLANNING CASE NO: 16 -167 ADR/COP 13303 -G c c r EN G SS�A1 ZdmaRRaD DATE F C c c SHEET 3 OF 9 r RE IEWER INSPECTOR SENIOR ENGINEER PA P 158.OTOP 159.OTOP 3' ROUND GRATE OVERFLOW SET GLASS GLASS IN 4" ABOVE SOIL 3' g 3 cn TG= 148.3 -IE =147.0 FEXISTING GRADE 3. fp a Q GRAVITY RETAINING WALL 2' HIGH EXISTING 153.OTW 3_ - 154,OTW- 3 6" PER RSD C -9 TYPE A (TYP) GRADE mur#__ _ 151OTW- ; 149.0 FS _ PROPOSED IMPERVIOUS - rs SURFACE Z!V I M1' r' — — — — 149.00FS _.� 149.0 151.00FS f •s.. TVi. 3w P VC PIPE 148.01E - 148.OTF ... PROPOSED IMPERVIOUS 4' PVC STORM DRAIN OUTLET POOL SURFACE PROPOSED PROPOSED o o RETAINING WALL RETAINING WALL SEE SHEET 9 SEE SHEET 9 :131 1 *SHEEP FESCUE, ATLAS FESCUE AND DWARF ITALIAN CYPRESS DETAIL BIOINFILTRATION BASIN NOT TO SCALE SECTION A -A NOT TO SCALE CONCRETE SLURRY FOOTING MIN 6" BELOW NATIVE SOIL (BOTH SIDES) P/L 10' t ", EXISTING N GRADE 1 EARTHEN SWALE z 5.3± MIN. 0 1% MIN. 151_OOFF 51 0.50FS •- T SEE LETTER OF PERMISSION TO GRADE SIGNED BY NEIL CARLOS, SUCCESOR PROPOSED _ EXCEUTEDUSEPTEMBER 0, 991 TRUST BUILDING FOOTING DATED: 05/04/2016 PROPOSED LANDSCAPING SECTION D -D NOT TO SCALE K& S ENGINEERING, INC. '10 pjkOFESS,0 Planning . Engineering . Surveying G7 pryy R%p w = NO.43235 m EXP 3 -31 -78 A 7801 Mission Center Court, Suite 100 San Diego, CA 92108 c,vi4 r (619) 296 -5565 Fax: (619) 296 -5564 9re eF CALIFNMI SECTION B -B NOT TO SCALE 42- HIGH CLEAR PA GLASS SOLDIER BEAM AND TIMBER EXISTING BUILDING FOOTING LAGGING WITH WHITE SAN 152.93FFE STUCCO FINISH D 153.0 16 i i GRADE G i EXISTING RETAINING WALL TO BE REPLACED WITH NEW i 14U.0 — SEE LETTER OF PERMISSION TO GRADE AND TO REPLACE EXISTING RETAINING PROPOSED WALL SIGNED BY MARK LANGER LANDSCAPING DATED: 07/12/2016 5� CENTER�24" DIAMETER CONCRETE SHAFT SEE I SHORING PLAN FOR DETAIL SECTION E -E NOT TO SCALE SECTION C -C NOT TO SCALE 6 "X16* PCC FLUSH CURB OR DEEPENED G -1 CURB APPROVED PERVIOUS VOID FILLER- 118- TO 3/8- PAVERS W/MIN. 3/8" (NO.8) AGGREGATE IN VOIDS VOID -q BEEDING COURSE - 2" THICK ` ;L OF 1/8* TO 318" (NO.8) AGGREGATE 4' CHOKER COURSE - 4" THICK 6" ° OF 318* TO 1/2" (NO.57) _ CRUSHED ROCK T MIN. 6" THICK OF 3/4" CRUSHED ROCK TRIAXIAL GEOGRID--y NOTES: TENSAR TX130 OR EQ. SOIL SUBGRADE -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 -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAY BE REQUIRED. PERVIOUS PAVERS DETAIL NOT TO SCALE EXTEND 12" MIN BELOW CRUSHED ROCK CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUTT ULJIbriCU O1: URAOIV pl: 1d1LMLU or ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. H7 NA - V L r DESCRIPTION:2.5" BRASS DISC PARKING LOT FOR THE SOUTH SIDE ENCINITASFS THE AMTS PARK IN RED CURB NORTH OF RESTROOMS. RECORD FROM: SO. CO. /CITY OF ENCINITAS PT NO. 1033 ELEVATION: 82.081 DATUM: NAVD88 HORIZONTAL: 1" = 10' " VERTICAL: 1 = X' / S/ill 5' PLAN EPARED LI ER SUPERVISIPP OF,0 DATE:. a4 / R.C.E. NO.: 43235 RODI EXP.: 3 -31 -18 RECOMMENDED: APPROVED: J S 0 EN ANK BEL �l i 9✓ SECTIONS AND DETAILS FOR: SINGLE FAMILY RESIDENCE, 1329 CORNISH DRIVE CORNISH DRIVE DEVELOPMENT, LLC APN: 260- 620 -75 PLANNING CASE NO: 16 -167 ADR/COP 13303 -G EN G SS�A1 ZdmaRRaD DATE SHEET 3 OF 9 RE IEWER INSPECTOR SENIOR ENGINEER i P T10 i l� rn N O^i m co 0 N Of Q V O O W O Z Q 4f O O_ U z Z u 0 0 P_ 0 z ix z Y EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FEDERICO ESCOSEDO AT (856) 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 MMICH 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 SILT FENCE - (CASQA SE -1) CONSTRUCTION FENCE r MATERIAL DELIVERY & STORAGE (CASQA WM -01) MATERIAL USE (CASQA WM -02) PONDING HEIGHT RISER 'V SECTION A-A 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 CONSTRUCTION FENCE � 1 i i —�/ SILT FENCE (CASQA SE -1) ON FEI s 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 SPECIAL NOTE: 1.- CONSTRUCTION PARKING SHALL BE ON CORNISH DRIVE AND IS PROHIBITED ALONG THE ACCESS EASEMENT ROAD AT ALL TIMES. 3 O 11112H CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6"—._ EROSION CONTROL LEGEND DENOTES SILT FENCE PER CASQA SE -1 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE i i —�/ SILT FENCE (CASQA SE -1) ON FEI s 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 SPECIAL NOTE: 1.- CONSTRUCTION PARKING SHALL BE ON CORNISH DRIVE AND IS PROHIBITED ALONG THE ACCESS EASEMENT ROAD AT ALL TIMES. 3 O 11112H CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6"—._ EROSION CONTROL LEGEND 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 j %j j�� % %/• CONCRETE WASTE MANAGEMENT PER *CASQA WM -08 ® SANITARY /SEPTIC WASTE MANAGEMENT PER *CASQA WM -09 * CASQA CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION OPTIONAL CORRUGATED STEEL PLATE (RUMBLE RACK) IORIGINAL GRADE `- FILTER FABRIC 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION B -B NOT TO SCALE F NOTE: o CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE OPTIONAL B CORRUGATED STEEL PLATE i WIDTH AS REQUIRED TO 0 a a M N s N 0 0 1.. W STOCKPILE MANAGEMENT u ' TE ANTICIPATED (CASQA WM A SOLID WASTE MANAGEMENT \ i - - -•- II 24' MIN. OP110N (CASQA WM -05) AL B CONCRETE WASTE MANAGEMENT W TEMPORARY PIPE CULVERT (CASQA WM -08) / AS NEE D ED 50'MIN. r OR CIRCUMFERENCE R EST CONSTRUCTION VEHICLE TIRE, WHICHEVER S MATCH GREATER � CONSTRUCTION GATE /� - - ' EcRAOEG PLAN \ o NOT TO SCALE y 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO ° 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND STABILIZED CONSTRUCTION ENTRANCE /EXIT .71 �i X ALONG THE LINE OF POSTS. EXTRA STRENGTH FILTER FABRIC (CASQA TC-1) SUPPORT. WIRE MESH NOT TO SCALE i GRAVEL BAGS STEEL GR ` (CASQA SE -10) / /i /"�� WOOD POST TTACH FILTER FABRIC Ln Ln SECURELY TO GQ� SANITARY/WASTE MANAGEMENT ��-- / / SIDE OF POST.UPSTREAM LO ��� ��� MANAGEMENT (CASQA WM -09) CD 4 IN (10 CM) LLQIE co 1. -THE CONTRACTOR SHALL �- INSPECT AND REPAIR FENCE 3. ATTACH THE FILTER FABRIC TO 4. BACAVA AND COMPACT THE r- /--�� i AFTER EACH STORM EVENT STABILIZED THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL --"�/ AND REMOVE SEDIMENT. a / \ \\ INTO THE TRENCH. CONSTRUCTION 2.- REMOVED SEDIMENT SHALL v ENTRANCE I I THAT NOT E T CONTRIBUTE TO (CASQA TC -1) f III I II I) ) I ( �r 10' (3m) MAXIMUM SPACING WITH SEDIMENT OFF -SITE AND CAN o II I I� I I FILTER FABRIC WIRE SUPPORT FENCE BE PERMANENTLY STABILIZED. z 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE WIRE SUPPORT FENCE. 3. -SILT FENCE SHALL BE PLACED N ON SLOPE CONTOURS TO FACILITATE $ MAXIMUM PONDING EFFlCENCY. � K&S ENGINEERING, INC. e�OpROFESS� 0 5 10 20 30 Planning . Engineering . Surveying y�� �.N �0MO `F w oyy �P° SCALE: 1" = 10' x 3 78 A SILT FENCE z 7801 Mission Center Court, Suite 100 San Diego, CA 92108 »nJ � P (CASQA SE -1) (619) 296 -5565 Fax: (619) 296 -5564 'rF OF oALAF� NOT TO SCALE N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE _ -BUIL DESIGNED BY: I DRAWN BY: I CHECKED BY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. rl H7 NA I KS P S P ED U R SUPERVISION OF RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: U 0- fl - is DESCRIPTION: 2.5 BRASS DISC D Z LOCATION:IN CURB ON THE SOUTH SIDE OF THE " _ DATE: $ `l'P / SINGLE FAMILY RESIDENCE 1329 CORNISH DRIVE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS HORIZONTAL: 1 10 13303 -G ENG EER'S DATE �• CORNISH DRIVE DEVELOPMENT, LLC Z PARK IN RED CURB NORTH OF RESTROO�AS' VERTICAL 1" X) �J ?d MGM o R.C.E. NO,- 43235 JES OWENS R NK e Uj RECORD FROM: SO. CO. /CITY OF ENCINITAS PT *.�• l - -- 014 APN: 260- 620 -75 cn NO. 1033 ELEVATION: 82.081 DATUM: NAVDB RE EWER INSPECTOR SENIOR ENGINEER RRODI EXP.: 3 -31 -18 A n PLANNING CASE NO: 16 -167 ADR/CDP SHEET 4 OF 9 x DENOTES SILT FENCE PER CASQA SE -1 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER *CASQA TC -1. ��pp, `0� DENOTES CHECK DAM AND GRAVEL BAG STORM DRAIN INLET PROTECTION PER *CASQA SE -4 & SE -10. 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 j %j j�� % %/• CONCRETE WASTE MANAGEMENT PER *CASQA WM -08 ® SANITARY /SEPTIC WASTE MANAGEMENT PER *CASQA WM -09 * CASQA CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION OPTIONAL CORRUGATED STEEL PLATE (RUMBLE RACK) IORIGINAL GRADE `- FILTER FABRIC 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION B -B NOT TO SCALE F NOTE: o CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE OPTIONAL B CORRUGATED STEEL PLATE i WIDTH AS REQUIRED TO 0 a a M N s N 0 0 1.. W STOCKPILE MANAGEMENT u ' TE ANTICIPATED (CASQA WM A SOLID WASTE MANAGEMENT \ i - - -•- II 24' MIN. OP110N (CASQA WM -05) AL B CONCRETE WASTE MANAGEMENT W TEMPORARY PIPE CULVERT (CASQA WM -08) / AS NEE D ED 50'MIN. r OR CIRCUMFERENCE R EST CONSTRUCTION VEHICLE TIRE, WHICHEVER S MATCH GREATER � CONSTRUCTION GATE /� - - ' EcRAOEG PLAN \ o NOT TO SCALE y 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO ° 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND STABILIZED CONSTRUCTION ENTRANCE /EXIT .71 �i X ALONG THE LINE OF POSTS. EXTRA STRENGTH FILTER FABRIC (CASQA TC-1) SUPPORT. WIRE MESH NOT TO SCALE i GRAVEL BAGS STEEL GR ` (CASQA SE -10) / /i /"�� WOOD POST TTACH FILTER FABRIC Ln Ln SECURELY TO GQ� SANITARY/WASTE MANAGEMENT ��-- / / SIDE OF POST.UPSTREAM LO ��� ��� MANAGEMENT (CASQA WM -09) CD 4 IN (10 CM) LLQIE co 1. -THE CONTRACTOR SHALL �- INSPECT AND REPAIR FENCE 3. ATTACH THE FILTER FABRIC TO 4. BACAVA AND COMPACT THE r- /--�� i AFTER EACH STORM EVENT STABILIZED THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL --"�/ AND REMOVE SEDIMENT. a / \ \\ INTO THE TRENCH. CONSTRUCTION 2.- REMOVED SEDIMENT SHALL v ENTRANCE I I THAT NOT E T CONTRIBUTE TO (CASQA TC -1) f III I II I) ) I ( �r 10' (3m) MAXIMUM SPACING WITH SEDIMENT OFF -SITE AND CAN o II I I� I I FILTER FABRIC WIRE SUPPORT FENCE BE PERMANENTLY STABILIZED. z 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE WIRE SUPPORT FENCE. 3. -SILT FENCE SHALL BE PLACED N ON SLOPE CONTOURS TO FACILITATE $ MAXIMUM PONDING EFFlCENCY. � K&S ENGINEERING, INC. e�OpROFESS� 0 5 10 20 30 Planning . Engineering . Surveying y�� �.N �0MO `F w oyy �P° SCALE: 1" = 10' x 3 78 A SILT FENCE z 7801 Mission Center Court, Suite 100 San Diego, CA 92108 »nJ � P (CASQA SE -1) (619) 296 -5565 Fax: (619) 296 -5564 'rF OF oALAF� NOT TO SCALE N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE _ -BUIL DESIGNED BY: I DRAWN BY: I CHECKED BY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. rl H7 NA I KS P S P ED U R SUPERVISION OF RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: U 0- fl - is DESCRIPTION: 2.5 BRASS DISC D Z LOCATION:IN CURB ON THE SOUTH SIDE OF THE " _ DATE: $ `l'P / SINGLE FAMILY RESIDENCE 1329 CORNISH DRIVE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS HORIZONTAL: 1 10 13303 -G ENG EER'S DATE �• CORNISH DRIVE DEVELOPMENT, LLC Z PARK IN RED CURB NORTH OF RESTROO�AS' VERTICAL 1" X) �J ?d MGM o R.C.E. NO,- 43235 JES OWENS R NK e Uj RECORD FROM: SO. CO. /CITY OF ENCINITAS PT *.�• l - -- 014 APN: 260- 620 -75 cn NO. 1033 ELEVATION: 82.081 DATUM: NAVDB RE EWER INSPECTOR SENIOR ENGINEER RRODI EXP.: 3 -31 -18 A n PLANNING CASE NO: 16 -167 ADR/CDP SHEET 4 OF 9 x GENERAL NOTES: CONCRETE NOTES: INSPECTION NOTES 1. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE 1. THE CONTRACTOR SHALL VERIFY DIMENSION AND SITE CONDITIONS BEFORE STARTING WORK AND THE DESIGNER SHALL BE NOTIFIED COMFW9861VE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTESs IMMEDIATELY OF ANY DISCREPANCIES. N NO CASE SHALL DIMENSIONS X BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. A. SLAB ON GRADE (NO SP. INSP.) - PSI 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE X WORDING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO B. FoOT6NG6 2600 P81 THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. C. SHOTCRETE WALLS 40M IV 3. NO PIPES OR DUCTS SHALL BE PLACED N WAILS UNLESS SPECIFICALLY D. SHAFT s SOLDIER PILES P81 SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER PROPER DEPTH AND HAVE REACHED SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. E. GRADE BEAMS (GB'S) P81 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY F. CAISSONS P81 SERVICES M THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION. S. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 2. LIGHT WEIGHTY CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY REQUIREMENTS OF THE 2013 EDITION OF THE 'CALIFORNIA BUILDING CODE'. RANGE OF 15 PCP MAXIMUM AND WO PCF MINIMUM. 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE REVIEW BEFORE FABRICATION AND INSTALLATION. ENGINEER WHEN CONCRETE REQUIRES SPECIAL (NSPECTION.(SPEC. INSP. WILL BE RELIED FOR ALL CONC. W*'C GREATER THAN 2500 PSI.) 1. THESE DRAWINGS REPRESENT THE FMI848 =D STRUCTURE AND DO NOT 4. CEMENT SHALL CONFORM C-B0, TYPE I TYPE II. INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS I_ RICH S. AGCGRECsATEB FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ABTA AL RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING AND SUPPORT C -33. AGGREGATE FOR LIGHT WE444T CONCRETE SHALL CONFORM TO NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- 94 -81. 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER FOUNDATION NOTES: ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE NOW - ABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE 1. MAXIMUM DESIGN SOIL PRESSURE: 4000 POF SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). CONTINUOUS FOOTINGS= RPOF S. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, Pop ALKALIS OR ORGANIC MATERIALS. PAD FOOTINGS. L S. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, 2. SEE SOILS REPORT BYs CHRISTIAN WHEELER ENKGINEERNG ® CLIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. C 40150581.01R 10. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME SIZE, GRADE PROJECT NO.: AND SPACING AS VERTICAL WALL REINFORGMG. (U.O.NA DATED: FEBRUARY. 01, 201 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4' FOR FOOTINGS, SLABS ON EARTH AND MASS CONCRETE AND 5' FOR OTHER CONCRETE. DURING 0 : ADDENDUM LETTER DATED 3/202011 TEMPERATURES ABOVE 80 F, MAXIMA O= 6' SLUMP IS PEIR MIS81BLE X PROVIDED THE MIX DESIGN IS REVISED ACCORDW -51-Y BY THE TESTING 3. ALL FOOTINGS TO HE A MINIMA OF.- 3915ELOW NATURAL GRADE LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH 1METHOD OF TEST FOR SLUMP' OF PORTLAND CEMENT CONCRETE ASTM C143. 39' BELO-I FINISH GRADE 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS 4. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND EXCEPT AS SHOWN ON MANS. CONTRACTOR SHALL OBTAIN PRIOR PRIOR TO CONCRETE PLACEMENT, APPROVAL FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION CONDUIT 814AI-L BE PLACED M THE bONGRETE TOPPING OVER STEEL S. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM DECIDING. LOOSE MATERIAL AND STANDING, WATER AND, BEFORE ANY 13. SLEEVE PLUMBING OPENINGS M CONCRETE WALLS AND SLABS BEFORE FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. k• PROJECTING CORNER OF SLABS, BEAMS, WALLS, COLUMNS, M. SHALL BE APPROVED BY A GUJALFIED GEOTECHNIC4U_ ENGINEER TO INSURE FORMED WITH A 1' CHAMFER COMPLIANCE WITH THE REQUIREMENTS. IS. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION 6. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH (U.OUN.) AND INSTALLATION. 1. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST I6. M THE EVENT OG AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR SHALL BE APPROVED BY THE STRUCTURAL ENGINEER REMOVE ALL LAITENCE AND DELITRIOUS MATERIAL TO PROVIDE A INSPECTION OF CONCRETE SURF'S AND USE A BONDING AGENT THAT PRODUCES A 8. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., END, HIGHER STRENGTH JOINT THAN THE CONCRETE USED - F'C + 25% MINIMUM. ENCOUNTERED DURING EXCAVATION AND BABES, 1. CONCRETE COVER SHALL BE IN ACCORDANCE WITH SECTION 1.1 OF ACI 310. S. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL 16. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS RETAINING WALLS UNTIL ATTACHING FLOORS OR SLABS ARE COMPLETELY 19. FOR ADDITIONAL CONCRETE 4 SLURRY REVTREMENTS • SOLIDER BEAMS REF M PLACE AND HAVE ATTAINED FULL STRENGTWOR SHEATHED. SHEET 15 OF 11 10. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN MASONRY NOTES: BUILDING AREA SHALL BE MECHANICALLY COMPACTED M LAYER R IU , FLOODING WILL NOT BE PEMITTED..O.NJ 1 CONCRETE MASONRY WALLS SHALL HAVE A MMIMUT 28 DAY COMPRESSIVE STRENGTH OF fm - 1500 PSI. COMPRESSIVE STRENGTH OF REINFORCING STEEL NOTES: MASONRY MUST BE VERIFIED BY PRISM TESTING PRIOR TO AND DURING 1. BAR REINFORCEMENT SHALL BE: ASTM A615 GR. 60 CONSTRUCTION AS SPECIFIED IN UBC SECTION 2105 IF Cm EXCEEDS SW PSI 2. THE 'CARBON EQUIVALENT' OF ANY IREWORCING TO BE WELDED SHALL OR F SPECIAL INSPECTION IS SPECIFIED ON THE DRAWING6. BE DETERMINED BY A TESTING LAB. F THE 'CARBON EQUIVALENT' (C.E.) IS LEGS THAT C.56, THEN THE REINFORCING STEEL MAY BE 2. CONCRETE MASONRY UNITS SHALL BE MINIMA MEDIUM WEIGHT UNITS WELDED WITHOUT PREHEATING. F THE CARBON EQUVALEINT EXCEEDS CONFORMING TO ABTM C 90, TYPE 1, WITH MAX LINEAR SHRINKA=GE OF 0.551 NOTIFY THE STRUCTURAL ENGINEER FOR THE PREHEATING 0.06% (1900 PSI MINIMUM). REQUIREMENTS. WELDING WILL NOT BE ALLOWED FOR A CARBON 3. MORTAR SHALL BE TYPE 'S' OR 'RIB`, CONFORMING TO UBC TABLE 21 -A BE EQUIVALENT ABOVE 015. MELDING OF REINFORCING STEEL SHALL BE M ACCORDANCE WITH ANN& D1.4 -05. WELDED WIRE FABRIC SHALL (MINIMUM 1800 28 DAYS), AND TO ASTM CIi42. CONFORM TO ASTM HISS AND SHALL. BE LAPPED 12 INCHES MINIMUM. 4. ALL GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 E10XX ELECTRODES SHALL BE USED M WELDING GRADE 40 REBAR. E90XX ELECTRODES SHALL BE USED M WELDING GRADE 60 REBAR PSI AT 28 DAYS. GROUT SHALL ESE PROPORTIONED PER MC TABLE 21 -8 3. VERTICAL BARS M WALLS SHALL BE ACCURATELY POSITIONED AT THE AND WITH SUFFICIENT WATER FOR POURING WITH= SEGREGATION OF GROUT CENTER OF WALL (U.O.N.) AND SHALL BE TIED M POSITION AT TOP AND CONSTITUENTS. BOTTOM AND AT INTERVALS PER CHAPTERS 19 AND 21 OF THE CSC. 5. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND 4. REINFORCING DETAILING AND PLACING SHALL BE M ACCORDANCE WITH ALL CELLS M RENAMING WALLS AND WALLS BELOW, GRADE SHALL BE THE CONORETE REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD PRACTICE' LATEST EDITION. SOLID GROUTED UNLESS OTHERWISE NOTED ON PLANS. STRENGTH PRIOR TO STRESSING O= 6. ALL HORIZONTAL REUFORCEMEIT SHALL BE PLACED M BOND BEAM OR S. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL LINTEL BEAM UNITS. BE WELL SECURED M POSITION PRIOR TO PLACING CONCRETE. 1. WHEN GROUTING 18 STOPPED FOR ONE HOUR OR LONGER HORIZONTAL 6. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR AMOUNTS OF CONCRETE COVER: 1 14' BELOW TOP OF THE UPPERMOST UNIT. FOOTINGS (GONG. DEPOSITED AGAINST EARTH) .............3- S. ALL BOND BEAM BLOCK SHALL BE 'DEEP CUT' UNITS. CONC. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER g PROVIDE INSPECTION AND CLEANOUT HOES AT BASE OF VERTICAL CELLS 96 THROUGH 018 BARS: ........................................................ 2- HAVING GROUT LIFTS M EXCESS O= 4' -0' O' HEIGHT. 5 4 SMALLER; .................................... ..............................1 1/2' 10. ALL GROUT SMALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR CONC. NOT EXPOSED TO EARTH OR WEATHER, SLABS, WALLS 4 JOIST: 11. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD M PLACE PRIOR 014 4 018 BARS: ......... ............................... ..........................1 1/2' TO GROUTING. PROVIDE AT LEAST ONE NCH OF GROUT BETWEEN ANCHOR $II BAR 4 SMALLERs .......................... ............................... 3/4' BOLT AND MASONRY. BEAMS, COLUMNS s 12. A 2X4 MORTAR KEY SHALL BE INCLUDED AT MASONRYMOOTING INTERFACE PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRALS; I IQ' UNLESS FIRST COURSE OF BLOOD IS SET M FRESH CONCRETE. 1. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION 4 INSTALLATION. � �,,. RAILA:15" FmT LOCATE 5 (V) EA. FACE EA SIDE -TYP. PLAN %MW 44CMALAOIAIN LINK FE= G a54 1-41 O.C. C. MAX 2 -+14 CONT. PER TYP. WALL SECTION x 1W 5 (Y) LOCATE • V MAX. 1320 MMLOR PROVIDE m. FROM EA. 81DE IhIT HAAAAT RAIL / FENCE PLACEMENT FOR ALL OTHER REINF. REF. TO TYP WALL SECTION En R R� R R db MIN. mom Blow PER SOH. 90 OEND OFFSET HOOK db- DIAMETER OF BAR R - 3d b FOR Q TO 5 R - 4d b FOR GS TO 111 TYPICAL BAR BEND (CONC. AND MAO.) 2' -0' MIN.(U.O.N.) 2'-Vw MM (U.O.N.) PER SCW. PER SCH.- 4ft MA6. OR 4" MAS. 1 IRE DIA OR 1 VY MIN. CL. FOR PARALLEL BARB TYPICAL SPLICE REINF. BAR BEN CHANGE NO, I DESCRIPTION 1 APPROVED DATE s a MIN. 7n *: MIN. FIG. DEPTH - (BEND EMBED + 39 * *-. SEE SCHEDULE ABOVE FOR MIN. INFORCM 5E BEN PA400K EMBEDMENT REQUIREMENTS STATEMENT OF SPECIAL INSPECTIONS: MATERIAL, SYSTEM, COMPONENT AND TYPE OF SPEC. INSP. INSPECTION NOTES CONTINUOUS Ipmooic WORK REQUIRED TO HAVE SPEC. INSP. SOILS: VERIFY MATERIAL BELOW FOOTINGS ARE 4100TH BAR X EXPANSION JOINT ADEQUATE TO ACHIEVE THE DESIGN X X BEARING CAPACITY VERIFY EXCAVATIONS ARE EMENDED TO X PROPER DEPTH AND HAVE REACHED X PROPER MATERIAL PERFORM CLASSFICATION AND TESTING X OF CONTROLLED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, X DENSITIES AND LIFT THIC30ESOES DURING X PLACEMENT AND COMPACTION OF CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY X THAT SITE HAS BEEN PREPARED PROPERLY CONCRETE: FOUNDATIONS WITH fb 5 2500 PSI NOT REQUIRED INSPECTION OF REINF. STEEL, INCLUDING X ACI 318: CHAPTER PRESTRESSING TENDONS, AND PLACEMENT 20,25.2$5.3,26.5.1 - 26.5.3 VERIFYING USE OF REQUIRED DESIGN MIX X ACI 318: CHAPTER 19, 26.4.3, 26.4.4 PRIOR TO CONCRETE PLACEMENT, X ASTM 0192 ASTM C31 ACI 318: 26.4.5, 26.1 FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CoNalirrE INSPECTION OF CONCRETE ACI SID. 26.4.5 AND BHOTCRETE PLACEMENT X INSPECTION FOR MAINTENANCE OF X ACI 1318: 26.4.1- 26.4.9 SPECIFIED CURING TEMP. AND TECHNICJUE INSPECT PRESTRESSED CONCRETE FOR: a. APPLICATION OF PRESTRESSING X ACI 318: 26.9.2.1 PORCEB: AND b. GROUTING OF BONDED X ACI 318: 26.9.2.3 PMSTFS861WA TENDONS GROUTING OF BONDED PRESTRESSING ACI 318: 18.18.4 TENDONS IN THE SEISMIC FORCE X RESISTING SYSTEM ERECTION OF PRECAST MEMBER X ACI 318: CHAPTER 26.8 VERIFICATION OF M -SITU CONCRETE ACI 310. 26.10.2 STRENGTH PRIOR TO STRESSING O= TENDONS M POST - TENSIONED CONICRETE X AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. INSPECT FOR"IWOR . FOR SHAPE, ACI 318: 26.10.1(b) LOCATION AND DIMENSIONS OF THE X CONCRETE MEMBER BEING FORMED. REINFORCING BAR WELDING a. VERIFY WELDABILITY OF BAR X OTHER THAN ASTM A106: AN$ PIA b. INSPECT SINGLE -PASS FILLET X ACI 318: 26.5.4 WELDS, MAXIMUM W: AND c. INSPECT ALL OTHER WELDS X INSPECT ANCHOR CAST M CONCRETE X ACI 318: 118.2 INSPECT ANCHORS POST - INSTALLED M HARDENED CONCRETE MEMBER. a. ADHESIVE ANCHORS INSTALLED M X ACI 318. 11.8.2.4 HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS b. MECHANICAL ANCHORS AND X ACI 318:11.9.2 ' ADHESIVE ANCHORS, NOT DEFINED IN A-a- MASONRY (LEVEI V: AS MASONRY C( YBTRUCTION BEGINS, THE FOLLOWING SHALL . BE VERIFIED TO ENSURE COMPL.IA 'CE: X A. PROPORTIONt OF SITE - PREPARED MORTAR B. CONSTRUCTION 7F MORTAR JOINTS X C. LOCATION OF R' 1 F. X THE INSPECTION PRO'. RAM SHALL VERIFY: X A. SIZE AND LOCAT, 7N OF THE STRUCTURAL ELEM:TINTS X B. TYPE, SIZE AND LL ..ATION OP ANCHOR C. SPECIFIED SIZE, GR. -DE AND TYPE OF X REINFORCING X D. WELDING OG REINF. E. PRETECTION OF MASGNQI" PROM 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 GROUT D. CONSTRUCTION OF MORTAR JOINTS X GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CADS AND X CONSTRUCTION DOCUMENT PROVISIONS. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR X PRISMS SHALL BE OBSERVED. COMPLIANCE WITH REQUIRED INSPECTION PROVISION OF THE CONSTRUCTION X DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. MASONRY FOUNDATION WALLS CONSTRUCTED IN ACCORDANCE WITH NOT REQUIRED TABLE 1805.5(1), 1805.5(2), 1805.5(3) 1805.5(4). BENCHMARK DESCRIPTION12,5' BRASS DISC LOCATIORIN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, RECORD FROM: SD, CO. /CITY OF ENCINITAS PT NO, 1033 ELEVATION: 82,081 DATUM1 NAVD88 3 • r -. _o Oak V-0- 1 -6' ADON'L. REINF. TO FOLLOW (MIN.) (MIN,) SAME PROFILE AS STEPPED FOOTING WHERE APPLICABLE. W. 'GENERAL REP. TYPICAL WALL SECTIONS) FOR F MA FOOTING SIZE 4 REST. RETAIN SLS, DETAIL THIS SHEET. TYP. STEPPED FOOTING i1 STATEMENT OF SPECIAL INSPECTIONS (CONT.): MATERIAL, SYSTEM; COMPONENT AND TYPE OF SPEC. INSP. INSPECTION NOTES CONTINUOUS I PERIODIC WORK REQUIRED TO HAVE SPEC. ASP. PIER FOUNDATIONS: PLACEMENT OF REINFORCNGG 4100TH BAR X EXPANSION JOINT PLACEMENT OF CONCRETE X OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE X RECORDS FOR EACH ELEMENT. VERIFY PLACEMENT LOCATIONS AND PLUMBNE86, C40WIRIM ELEMENT DIAMETER, BELL DIAMETERS (F APPLICABLE), LENGTHS, EMBEDMENT INTO X BEDROCK (F APPLICABLE) AND ADEQUATE END- BEARING STRATA CAPACITY, RECORD CONCRETE OR GROUT VOLUMES. SPECIAL INSPECTION GENERAL NOTES: I. THE OWNER OR TIME 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 SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A 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 MISS 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 SP'_CIAL 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 PER=ORMING 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. S. 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. S. 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 WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY DIP ONE ED IN GF£ASE OR SLEEVE FOR BOND BREAK HTK STRUCTURAL ENGINEERS, LLP 14288 Danielson Street - Suite #200 ! Poway, CA 92064 -8819 (858) 679 -8989 • WhWV. HTKSE.COM - Fax (858) 679 -8959 ALL FUTURE FOUNDATIONS (BY OTHERS) TO BE DEEPENED AS NECESSARY FOR E Id LINE EXTENDING OC*4440108 FROM it TOE OF FOOTING TO AVOID MASONRY STEM I TYP. (U CONT. .) k -I I 44(4) • 32' MAX. TYP. (U.O.N.) I I • 8' G.M.U. 2V4 CLR • 8' CM.U. -TYP (U.O.N.). I / %(H) CONT. • FIRST COURSE 2 -WW) CONT. -TYP (U.O.N.) • EA. STEM THK. CHANGE -TYP. Q I 12 14' CLR • 12- L 4 3' C-R. I6' G.M.U. -TYP. a I 0 BAR LAPS ABV. 4 BELOW SHALL NOT COINCIDE AT THE SAME SECTION M(H) • 240 MAX. W./ 12' 4 2 -0464) • 24' W./ I6' C.M.U. STEM Z SLOPED TOE PER-\\ 12 1/2' CLR • 12' 4 3- CLR • I6' GRADM IOTHER� I � / Q WHERE OCCURS / -II' BART • FOUND. OWL. BAR 2 ( / WATERPROOF, DRAINAGE 2:1 MAX. I 4 EPORI BACKFILL PER SOILS REPORT REQUIREMENTS 44 CONT.* -NO HEAVY EQUIPMENT FIRST COURSE I ALLOWED �Ld � � d A d MASONRY REINF. PER 3. O in e a Q TYP. SECTION a CLR a a 2IIL- T7I4rq.-L., Z:d I TP9GAL TYPICAL TYPICAL TYPICAL CORNER INTERIOR CORNER INTERIOR DOUBLE LAYER REINFORCING SINGLE LAYER REINFORCING WORK THIS SECTION WITH 'REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL' TYPICAL REINF. AT INTERSECTION SCALE AS -BUILT llLJlIUNtll 1 U)KAWN BY! 1 I HLLKLUJ BTI NA PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL: 1' 451-rW 24cot DATE1 2 -27 -2019 10' ENGINEE 'S NA 91911 DATE R,C,E, NO.: 61398 VERTICAL, 1' = X' R VIEWER INSPECTOR SENIOR ENGINEER SERHAT SERGIN EXP,, 6 -30 -2017 OF MASONRY AND CONC. WALLS ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: JE SE WENS FRANK - L. I_ Ar ..i.� • PANEL EDGES 3' \L ADD'L BAR AT CLR a WALL FOOTING FOUNDATION STEPS ** PER TYP. SECTION and KEY PER TYP. SECT, 12' MIN. WIDTH LEGEND: a CONTRACTOR HAS THE OPTION OF EXTENDING 'BAR 1' TO TOP OF C.M.U. SECTION WITHOUT PROVIDING 'BAR 20. * *- CONTRACTOR TO PROVIDE ADDITIONAL 04 • I6' MAX. INCLINED BAR 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 SECTIOWS). 2. ALL BAR ANCHORAGE/LAP SPLICES, HOOKS 4 MIN. STEM HT. REGIS. 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 M THIS DETAIL TO ACTUAL FIELD CONDITION. 4. CONTRACTOR TO LOWER WALL FOUNDATION PROFILE AS NECESSARY TO MEET 'MINIMUM DISTANCE TO DAYLIGHT' REQUIREMENT PER SOILS REPORT. D. REINFORCEMENT LABELS USED IN THIS DETAIL (i.e. 'BAR 1') ARE FOR REFERENCE ONLY. SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING. GENERAL CONST. REQUIREMENTS OF 2 MAS. RETAINING WALLS (Y) IENR MR 11041! 04 MIN . X 48' LONG (H) REF. PER TYP. SECTION EPDXY COATED, STAINLESS OR GALVANIZED SMOOTH BARS MATCH (H) WALL REINF. SPACING. DIP ONE END M GREASE PRIOR TO I" MIN. GWUTNG DISCONIINB BOND BENZ T IFEw 4 PROVm DEEP RAM V • 32- x 24' LONG -" K' MN JOINT TNLL MATERIAL S RIU. HEKsF1T m OIL, GALYA41= 4100TH BAR EXPANSION JOINT DETAIL (PLAN VIEW) APPLY * 160' MAX. CONTROL JOW DETAL CMU CONTROL JOINT APPLY e 40' MAX, CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT SINGLE FAMILY RESIDENCE, CORNISH DRIVE CORNISH DRIVE DEVELOPMENT, LLC APN: 260- 620 -75 PLANNING CASE NO: 16 -167 ADR/CDP FWVJ 13303 -G SHEET 5 OF 9 W V3 33 LEGEND Ilp I� �Ilw�wi DIG ALERT!! TWO WORKING DA1r5 BEFORE DIG g� INDICATES 04ORI`N3 BEAM ALL EXISTING: UTILITIES MAY NOT BE SHOWN ON THESE PLANS. ®: INDICATES V -0" MIN OVER DICE ALERT t GENERAL CONTRACTOR SHALL LOCATE t POTHOLE EXCAVATION RIECOMPACT (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL PER SOILS REPORT. - VERIFY CONSTRUCTION BEGINS v. :INDICATES NEW RETAINING WALL STATE OF CAL fFORN I A DEPARTMENT OF INDUSTRIAL RELATIONS 150.OTW 151OTW d ' DIVISION OF OCCUPATIONAL SAFETY AND HEALTH {.--- --- � � TRENCH /EXCAVATION PERMIT NO. 1 THIS PLAN IS PROVIDED FOR REFERENCE. POOL TO SE DESIGNED °I TT FOR TOP OF WALL (T.O,W.), BOTT. OF WALL FoR RET. WALL >, 4 t " (B.O.W.) t ALL OTHER INFORMATION REF TO SURCHARGE IN h ; t `n - CIVIL PLANS BY K45 ENGINEERING PLACE FIRST. FoR SURCHARGE LOADS _ 1 ; 5F 0 T s 153.0 (SHEETS I THROUGH 4) REF Z g _ — -- - - - - -- - -- — - -- — -- -- - -- - _ -t t J( j s{ 1 `« L F P �� c 4r.,. "Pi _.. 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SCALE: )��II�111 / ,k \.r✓ ! t t t✓ -11 'i i i St 1 ') y � elR h �) �z✓- L If -` ! .r `q � v' p r , „- m+'" ' � � .y✓f�. { f� r ". tip. k 4`�.p 4 ° rv+f "`•- d I 2 a,d4 �li k' /',{`; ". s'j* i'i d C`°/I f / =P i[�� }` t �f� � ( t i w'.B .*'.• �' „ f .fib .,( /pfy6 1ft� � {Y" {' { }}�� •''�� q d K,,,,•Lf"k`1 Py ✓✓ K ySrS'• V _ f�5✓� ® a }S � �..J'"... =''Y 3 `b{�FLll�ti P a�Y �� ..✓�°^;" �1�� w: �iy �� �f $�pt1 ii`, '`� eU f �`.�01" EX TO CARD - Ai T- TRI'T FOR °'I _A _ htr�t; `' e �tC `E R �3 Ldi.. I'� aF. t; �I 4 `6''33 6f18/1g70 ^u.R� TC - Q�0 SS/0 RETAINING WALL KEY PLAN ° HTK * Na6tcee SCALE: N.T.S. STRUCTURAL ENGINEERS, LLP s O6J30/i4 �\P 14298 Danielson Street • Su9e #200 • Poway, CA 920648819 (858)679 -8989 WWW. WKSECOM • Fax (858) 6798959 f OF Pk%\ CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED I DRAWN CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NBYE AS-Kiulra- f-15 DESCRIPTION :2,5' BRASS DISC LOCATION:IN CURB ON THE SOUTH SIDE OF THE PARKING / �b PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: RETAINING WALL & SHORING PLAN FOR: LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, HORIZONTAL 1 ' _ lo' — DATE, 2 -27 -2019 R,C,E, NCI, 61398 - s %9�!_�� SINGLE FAMILY RESIDENCE, CORNISH DRIVE CORNISH DRIVE DEVELOPMENT, LLC 13303 -G E GINEER'SNA E DATE RECORD FROM: SD, COJCITY OF ENCINITAS PT NO, 1033 ELEVATION! 82,081 DATUM: NAVD88 = VERTICAL! 1 X�� IN SERHAT SERGIN EXP,: 6 -30 -2017 JE S WENS FRA BELOCK DATE' APN: 260- 620 -75 PLANNING CASE NO: 16 -167 ADRlCDP SHEET 6 OF 9 R IEWER INSPECTOR SENIOR ENGINEER 33 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 BASED UPON RECOMMENDATIONS CONTAINED IN THE SITE INVESTIGATION, REPORT 4 REFERENCED UNDER 'FOUNDATION NOTES" ON SHEET 5 OF 9. PERMANENT SOLDIER BEAMS ARE TO BE EPDXY COATED AS NOTED ON DETAIL 4 ON SHEET S. 4. THE SHORING SUB - CONTRACTOR SHALL FAMILIARIZE WITH DATA THEREIN AND A COPY OF THE SOILS REPORT AND APPLICABLE SUPPLEMENTAL LETTERS WILL BE AVAILABLE AT THE JOB SITE. D. REFERENCE TO CIVIL PLANS FOR LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES. UTILITIES SHOWN ON CIVIL MAY BE 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 OF THE SHORING BULKHEAD OR AS DESIGNATED ON PLANS. S. DUST SHALL BE CONTROLLED AT ALL TIMES DURING SHORING INSTALLATION, EXCAVATION AND GRADING. S. 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 BE 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 CONSTRUC'T'ED BEFORE OBTAINING THE NECESSARY PERMITS FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND PRIOR TO THE ISSUANCE OF A BUILDING 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 BE MSPONS15LE FOR ALL FALL PROTECTION IN ACCORDANCE WITH CAL OSHA REGULATIONS SOLDIER BEAM SURVEY MONITORING (BY OWNER) I. SOLDIER BEAM SURVEY MONITORING SHALL BE CONDUCTED ON A PERIODIC BASIS UNTIL THE PERMANENT STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED LATERAL LOADS. 2. CONTROL POINTS, INITIAL SOLDIER BEAM OFFSETS AND WEEKLY MONITORING SHALL BE PERFORMED BY A CALIFORNIA STATE LICENSED SURVEYOR. 3. A PHOTOGENIC/VIDEO SURVEY OF THE ADJACENT STREETS AND STRUCTURES SHOULD BE PERFORMED TO ESTABLISH T14E PRE- EXCAVATION BASE -LINE CONDITIONS. PRIOR TO ANY EXCAVATION, SURVEY MONITORING CONTROL POINTS AND INITIAL SOLDIER BEAM OFFSETS SHALL BE ESTABLISHED TO MONITOR T14E HORIZONTAL AND VERTICAL MOVEMENT OF THE SOLDIER BEAMS. 4. INITIAL AND PERIODIC READINGS SHALL BE SUBMITTED TO BUILDING 4 SAFETY, SHORING /GENERAL CONTRACTOR, SHORING ENGINEER AND GEOTECHNICAL ENGINEER 5. MONITORING READINGS SHALL BE SUBMITTED WITHIN 3 WORKING DAYS AFTER THEY ARE CONDUCTED. ADDITIONAL READINGS SHALL BE OBTAINED WHEN REQUESTED. 6. CONTROL POINTS SHALL BE ESTABLISHED OUTSIDE THE AREA OF INFLUENCE OF THE SHORING SYSTEM TO ENSURE THE ACCURACY OF THE MONITORING READINGS. 1. THE PERIODIC BASIS FOR SHORING MONITORING SHALL BE AS FOLLOWS: A. INITIAL MONITORING SHALL BE PEW01741ED PRIOR TO ANY EXCAVATION. S. ONCE EXCAVATION HAS BEGUN, PERIODIC READINGS SHALL BE PERFORMED WEEKLY UNTIL THE EXCAVATION HAS REACHED THE PROJECT'S ESTIMATED SUBGRADE 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 PERFORMANCE OF THE SHORING SYSTEM IS WITHIN ACCEPTABLE GUIDELINES, AS ESTABLISHED BY 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 BE PERFORMED ON A BI- WEEKLY BASIS. ONCE INITIATED BI- WEEKLY READINGS SHALL CONTINUE UNTIL THE STREET LEVEL FLOOR IS COMPLETED AND CAPABLE OF TRANSMITTING LATERAL LOADS TO THE PERMANENT STRUCTURE. S. IF ANY HORIZONTAL OR VERTICAL MOVEMENT OF THE SOLDIER BEAMS 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, BEFORE 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. BEAM TOLERANCES ARE +/- 1 INCH AT THE TOP OF BEAMS AND +/- 1:120 FOR VERTICAL PLUMBNESS. 2. DRILL SHAFTS. SHAFTS SHALL NOT BE DRILLED ADJACENTLY* A TWO -PHASE SEQUENCE IS REQUIRED (UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER). DRILLED SHAFTS ARE NOT PERMITTED TO BE LEFT OPEN OVER -NIGHT UNLESS WELL SECURED, COVERED WITH PLYWOOD AND APPROVAL FROM THE GEOTECHNICAL ENGINEER. 3. PLACE SOLDIER BEAMS IN SHAFT. FILL SHAFT WITH 3500 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 MONITOR=ING READINGS. SEE SOLDIER BEAM SURVEY MONITORING FOR REQUIREMENTS. S. LAGGING BETWEEN SOLDIER BEAMS IS REQUIRED. 6. TIMBER LAGGING SHALL BE TREATED. SEE THE MATERIAL SPECIFICATION, TIMBER FOR REQUIREMENTS. 1. CAREFUL INSTALLATION OF THE LAGGING WILL BE NECESSARY TO ACHIEVE FULL BEARING AGAINST THE RETAINED EARTH. FILL VOIDS BEHIND LAGGING WITH SAND SLURRY TO INSURE BEARING OF SOIL ALONG THE FULL LENGTH OF LAGGING. LIFTS ARE NOT TO EXCEED 5 FEET. S. CONTINUE WITH THE EXCAVATION AND LAGGING INSTALLATION (FROM THE TOP DOWN) UNTIL SUB - GRADE IS REACHED. LAGGING MAY BE REQUIRED TO BE INSTALLED TO BOTTOM OF PROPOSED FOOTING OR SUB -DRAIN OR SPECIFIED OVER - EXCAVATION DEPTH. THE GENERAL CONTRACTOR SHALL BE CONSULTED FOR EXACT LAGGING REQUIREMENTS. MATERIAL SPECIFICATION SHAFTS I. SHAFTS ARE TO BE MACHINE DRILLED. SHAFTS ARE TO BE ACCURATELY LOCATED SO THAT THE SOLDIER BEAMS ARE IN PROPER RELATION TO THE PROPERTY LINES AND PROPOSED BASEMENT WALLS. 2. PROVIDE PROTECTION AGAINST SLOUGHING OR CAVING AS REQUIRED. 3. SHAFTS SHALL NOT BE DRILLED ADJACENTLY* A MINIMUM 2 -PHASE SEQUENCE IS REQUIRED UNLESS OTHERWISE DIRECTED BY THE GEOTECI -LAICAL ENGINEER- 4. CONCRETE s SHAFTS TO BE PER 'CONCRETE FOR SOLDIER PILES' NOTES BELOW TIMBER: 1. WOOD LAGGING SHALL BE ROUGH SAWN DOUGLAS -FIR NO. I. 2. WOOD LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI CATEGORY A4 THREAT CUT ENDS WITH WATER REPELLENCY CONTAIN NO ARSENIC OR CHROMIUM AS APPROVED BY CITY OF ENCINITAS. CONTRACTOR TO VERIFY. REINFORCING STEEL: 1. REFER TO "REINFORCING STEEL NOTES" ON SHEET 5 OF 9. SLURRY: I. CEMENT SHALL BE A61M C -150 TYPE IIN. 2. AGGREGATES SHALL Be NATURAL SAND CONFORMING TO ASTM C -33. 3. SLURRY SHALL CONTAIN 1.5 -SACKS OF CEMENT PER CUBIC YARD OF SAND. CONCRETE FOR SOLDIER PILES: 1. MINIMUM STRENGTH OF CONCRETE SHALL BE 3500 PSI • 28 DAYS. 2. CEMENT SHALL BE ASTM C -150, TYPE IIN. 3. AGGREGATES SHALL BE NATURAL SAND AND RACK CONFORMING TO ASTM C -33 4. LEI RENCE 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: ASTMM A -36 GRADE 36 ANGLES, PLATES 4 RODS: ASTM A -36 GRADE 36 (UON) HSS (TUBES): ASTM A -500 GRAPE B (FY- 46 KSI) MACHINE BOLTS: ASTM A -301 GRADE A NUTS: ASTM A -563 HEX, GRADE A TYPICAL ANCHOR BOLTS: ASTM F -1554 GRADE 36 HIGH STRENGTH ANCHOR BOLTS: ASTM F -1554 (GRADE PER DETAILS) NUTS: ASTPMI 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 BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. 6. BOLT HOLES: A. TYPICAL STEEL TO STEEL CONNECTIONS. BOLT DIAMETER + 1/16 INCH B. ANCHOR BOLTS (RODS): BOLT DIAMETER + 3116 INCH 1. HEADED AND THREADED ANCHORS: NELSON SELF - FLUXED ANCHORS. S. NON- SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON- SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT BUCKLINKx OF ANCHOR BOLTS UNDER CONSTRUCTION LOAD. S. ALL, WELDING SHALL BE DONE BY THE FLUX -GORE PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E10XX (LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS 01.1 AND AWS 01.4 AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 10. WHERE WELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF THE JOINT. 11. WHERE_ MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, PROVIDE MINIMUM RISC WELD. 12. WELDS IDENTIFIED AS RE=QUIRING 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 IBC SECTION 1104.2.2. 13. ALL FULL PENETR=ATION GROOVE WELDS SHALL BE ULTR=ASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO LATEST EDITION OF AWS 01.1, SECTIONS 5 AND 6. 14. ALL FLANGE STIFFENER PLATES AND CAP PLATES USED IN MOMENT CONNECTIONS SHALL BE ORIENTED SO THAT THE ROLLING DIRECTION OF THE 'LATE IS PARALLEL WITH THE DIRE=CTION OF PRINCIPAL STRE=SS. 15, HIGH STRENGTH BOLTING: A. AL _ STEEL TO STEEL CONNECTIONS SHALL HAVE A325 HIGH STRENGTH BOLT: (A325N DESIGN VALUES). B. ALL CONNECTIONS ALONG CHORD AND DRAG LINES, AS SHOWN ON PLANS, ARE "SLIP CRITICAL" CONNECTIONS. (A325SC DESIGN VALUES WITH SPECIAL - INSPECTION)C. ALL BOLTS IN OVERSIZED OR SLOTTED HOLES AR: "SL:° CRITICAL" CONNECTIONS UNLESS OTHERWISE NOTED. 16. STAIRS SHALL BE DESIGNED IN ACCORDANCE WITH DETAILS PROVIDED AND IBC 1 -OAD AND DEFLECTION CRITERIA. CALCULATIONS AND DR=AWINGS SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL BE SU5MITT1 =D TO AND REVIEWED BY THE ENGINEER AND SUILDIWG DEPARTMENT BEFORE FABRICATION. 11. STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION SHALL BE TEMPORARY AND NOT EXCESSIVE. STRE=SSES AT ALL TIMES SHALL BE LESS THAN DESIGN AND ALLOWABLE STRE=SSES. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEEL WORK SHALL NOT BE IMPAIRE=D DUE TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURE=S. THR0UC -04MT THE COMPLETE PROCESS, THE STABILITY OF INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED. 18. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL BE PROVIDED AT NO ADDITIONAL COST AND SHALL BE REMOVED UNLESS APPROVED BY THE OWNER IN WRITING. 19. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL BE PROVIDED TO THE CITY BUILDING DIVISION FOR ALL STEEL DELIVERED TO THE JOB SITE PRIOR TO REQUESTING INSPECTIONS FOR STEEL FRAME, FLOOR SHEATHING, OR ROOF SHEATHING INSPECTION, WHICHEVER OCCURS FIRST. 20. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE FABRICATION. SPECIAL INSPECTION GENERAL NOTES: 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 SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A 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. S. 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. S. 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 WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY STATEMENT MATERIAL, SYSTEM, COMPONENT AND WORK REQUIRED TO HAVE SPEC. INSP. MASONRY (LEVEL 1): AS MASONR r CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: X A. PROPORTIONS OF SITE- PREPARED MORTAR B. CONSTRUCTION OF MORTAR JOINTS X C. LOCATION OF MEW. x THE INFECTION PROGRAM SHALL VERIFY= X A. SIZE AND LOCATION OF THE STRUCTURAL ELEMENTS X S. TYPE, SIZE AND LOCATION OF ANCFIORS C. SPECIFIED SIZE, GRADE AND TYPE OF X REUEORCINSs X D. WELDING OF REIN°. E. PRETECTION OF MASONRY FROM HOT X OR COLD PRIOR TO GROUTING THE FOLLOWING X SHALL BE VERIFIED: x A. GROUT SPACE 18 CLEAN X B. PLACEMENT OF REINFORCING C. PROPORTIONS OF SITE - PREPARED X GROUT D. CONSTRUCTION OF MORTAR JOINTS X GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND x CONSTRUCTI(JN DOCUMENT PROVISIONS, PREPARATIGN OF ANY REWIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR X PRISMS SHALL BE OBSERVED. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. MABGNRY FOUNDATION WALLS CONSTRUCTED IN ACCORDANCE WITH NOT REQUIRED TABLE 1S05.WV 1805.512), 1805.5(3) OR 1805.514). CONCRETE: FOUNDATIONS WITH F'c 5 2500 PSI NOT REQUIRED INSPECTION OF REINF. STEEL, INCLUDING X ACI 318: 3.5,1.1 -1.1 PRESTRESSING TENDONS, AND PLACEMENT VERIFYING USE OF REQUIRED DESIGN MIX X ACI 318: CHAPTER 4,5.2-5.4 TAKING TEST SAMPLES X ACI 318: 5.61 5.8 INSPECTIOW OF CONCRETE ACI 316: 5.9, 5.10 AND SHOTCRETE PLACEMENT X INSPECTION FOR MAINTENANCE OF X ACI 318: 5.91 5110 SPECIFIED CURING TEMP. AND TECHNIQUE APPLICATION OF PRESTRESSING FORCES X ACI 318: 18.20 GROUTING OF BONDED PRESTRESSING ACI 318.18.10.4 TENDONS IN THE SEISMIC FORCE X RESISTING SYSTEM ERECTION OF PRECAST MEMBERS X ACI 318: CHAPTER IS VERIFICATION OF N -SITU CONCRETE ACI 318: 6.2 STRENGTH PRIOR TO STRESSING OF TENDONS IN POST- TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND X FORMS FROM BEAMS AND STRUCTURAL BLABS. INSPECT POF44.40W FOR SHAPE, ACI 30: 6.1.1 LOCATION AND DIMENSIONS OF THE X CONCRETE MEMBER BEING FORMED. SOILS: VERIFY MATERIAL BELOW FOOTING8 ARE ADEQUATE TO ACHIEVE THE DESIGN X BEARING CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED x PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING X PLACEMENT AND COMPACTION OF CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE BUBGR.APE AND VERIFY X THAT SITE HAS BEEN PREPARED PROPERLY' PIER FOUNDATIONS: PLACEMENT OF REINFORCING X PLACEMENT OF CONCRETE x OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE X RECORDS FOR EACH ELEMENT. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO x BEDROCK (IF APPLICABLE) AND ADEQUATE END - BEARING STRATA CAPACITY, RECORD CONCRETE OR GROUT VOLUMES. Z^NN"ll HTK STRUCTURAL ENGINEERS, LLP 14288 Danielson Street - Suite *200 - Poway, CA 92064 -8819 (858) 679.8989 - WWW. HTKSE.COM - Fax (858) 679 -8959 G 4 W CHANGE NO. ( DESCRIPTION I APPROVED ( DATE I BENCHMARK I SCALE I AS -BUILT I lltJ,!2L llKHWNA1t3T LFitl KtL i5T1 1 ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. I DESCRIPTION12,5' BRASS DISC LOCATION:IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, RECORD FROM( SD. 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