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2017-13573 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. 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 REPORT TITLED GEOTECHNICAL INVESTIGATION - PROPOSED S.F.R. PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. DATED 04/13/2016 PROJECT# 16 -140 -P 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. 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 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. 13573 -G 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. HE 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 SURFACE 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 KENT HORNER AT (858)846 -2202, 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 (407.). 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 AREA AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO IMPERVIOUS AREA PRIOR DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED SQFT BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS IN IMPERVIOUS AREA: AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 27. CROSS SLOPE TOWARD THE IMP /BMP AREA OR TOTAL AREA HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DATE: DISCHARGE IT TO AN ADEQUATE IMP /BMP. SHEET 5 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 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. 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 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 - SDGE - (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. RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax SOILS ENGINEER'S CERTIFICATE I, RALPH M. VINJE 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 04 -13 -2016 AND FOR AN UPDATE ON 11'Cf°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 AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: d GE NO.: 863 QROFESS /ON EXP. DATE: 12 -31 -19 �Q�MpLCO(� L G JOB #: 16 -140 -P w No. GE 863 m m COMPANY: VINJE & MIDDLETON ENGINEERING, INC. EXP, 12 -31 -19 a ADDRESS: PARK WAY ESCOND DO, CA 92029 * rqr PHONE: (760) 743 -1214 F of clkl 0 STATEMENT OF ENGINEER OF W 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 ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING OLELY FRO THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER ENTS OR MPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOY N AND ARI G OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: COMPANY:RANCHO COASTAL ENGINEERING & SURVEYING INC PHONE NUMBER: 760 - 510 -3152 RCE EXPIRES: 12/31/2019 EARTHWORK STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V: MAXIMUM VERTICAL DEPTH OF CUT = 11 -FT MAXIMUM VERTICAL DEPTH OF FILL = 4 -FT. CUT = 1.400 C.Y. FILL = 600 C.Y. EXPORT = 800 C.Y. REMEDIAL = 1.200 C.Y. • NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT INCLUDE SPOILS, SHRINKAGE, OR SWELLING. IMPERVIOUS AREA SHEET 1 C 39726 A IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.000 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 5.580 SQFT INCREASE IN IMPERVIOUS AREA: 4.580 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT TOTAL AREA OF LAND DISTURBANCE • 22,580 S.F. / 0.52 ACRES OWNER'S CERTIFICATE 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 PERMITJOR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR IC EAS ENTS. G�pS E. (OC` y\ z SHEET 1 C 39726 A mT 9TF /v0- P aF CAI -�'; SHEET 6 SHEET 7 SHEET 8 OWNER KENT HORNER 1244 BERRYMAN CANYON ENCINITAS, CA 92024 SITE ADDRESS: 1244 BERRYMAN CANYON ENCINITAS, CA 92024 APN: 262- 080 -30 LEGAL DESCRIPTION: PARCEL 1 OF P.M. 20782. SHEET INDEX WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY ........... ............................... EXIST. FENCE LINE ............... ............................... �r EXIST. CONTOURS ................ ............................... PROP. BUILDING, . . . . . . . . .. . . ... . . .. PROP. RETAINING WALL ...........PER PLAN ................. PROP. GRAVEL DRIVEWAY ........ ............................... o C�? 0 0 0 PROP. CONTOURS ................ ............................... 190 PROP. SPOT ELEVATIONS ....... ............................... 18" WIDE PCC SWALE ............ ............................... - KEYSTONE WALL ................... ............................... PCC BROW DITCH ....... ..... ... .......D- 75.................... => PROP. BIORETENTION .............. ............................... SHORING WALLS..... . . . PER PLAN.................... COVER SHEET GRADING PLAN RETAINING WALL DETAILS EROSION CONTROL PLAN & NOTES PERMANENT SHORING GENERAL NOTES & SCHEDULE PERMANENT SHORING GENERAL PLAN PERMANENT SHORING PLAN AND ELEVATIONS PERMANENT SHORING & SHOTCRETE DETAILS r rn r n D z 0 X m D r VICINITY MAP T.B. PG. 1167 -G2 BMP PROJECTS STATUS STANDARD I PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I O.M.W.D. I ENCINITAS FIRE DEPARTMENT 1 3.71 SIGN _ DATE ; � DATE 1. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIELE BY: DRBAW BY: cHECDDEL 6Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF DRAINAGE INT. DATE S PRE TARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING & DRAINAGE PLAN FOR: CURB INLET PUBLIC WORKS DATE: //� fib 1244 BERRYMAN CANYON ENCINITAS CA 92024 1 3573_G LOCATION: EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF DOUGLAS E. LOGAN DATE �' �/ r (i U/tii/�� / %/� f ENCINITAS, WITH EL CAMINO REAL PLANNING R.C.E. NO. 39726 JESSE OWES CHRISTOPHER L. MA OSKU CASE NO. 15 -320 CDP /SUBC RECORD FROM: CITY OF ENCINITAS ENC -38 REVIEWER EN N 2.1 3'Z/-ZO1 ELEVATION: 37.52' DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE INCPFl:Tl1R DOUGLAS E. LOGAN EXP. 12 -31 -19 HATE HATE APN :262- 080 -30 SHFFT 1 nF R R: \Projects \5894 - Horn er \5894- GP01.dwg 2/12/2018 10:30 AM a CD Z J-- LaJ O (n U 0 (n (D W ry Z U @i W CD Ld =) z CD p z LLJ J Q Q � LLJ cn Q� O� U O N U rn z 1 Q O LO LLJ O :�F� Q CD z ._. � O � Z Ld LLJ LLJ zz O O z= W � SHEET 1 SIGNATURE: DATE: Lo KENT ORNER SHEET 2 SHEET 3 20 SHEET 4 SIGNATURE: DATE: KIM OR-NER SHEET 5 SHEET 6 SHEET 7 SHEET 8 OWNER KENT HORNER 1244 BERRYMAN CANYON ENCINITAS, CA 92024 SITE ADDRESS: 1244 BERRYMAN CANYON ENCINITAS, CA 92024 APN: 262- 080 -30 LEGAL DESCRIPTION: PARCEL 1 OF P.M. 20782. SHEET INDEX WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY ........... ............................... EXIST. FENCE LINE ............... ............................... �r EXIST. CONTOURS ................ ............................... PROP. BUILDING, . . . . . . . . .. . . ... . . .. PROP. RETAINING WALL ...........PER PLAN ................. PROP. GRAVEL DRIVEWAY ........ ............................... o C�? 0 0 0 PROP. CONTOURS ................ ............................... 190 PROP. SPOT ELEVATIONS ....... ............................... 18" WIDE PCC SWALE ............ ............................... - KEYSTONE WALL ................... ............................... PCC BROW DITCH ....... ..... ... .......D- 75.................... => PROP. BIORETENTION .............. ............................... SHORING WALLS..... . . . PER PLAN.................... COVER SHEET GRADING PLAN RETAINING WALL DETAILS EROSION CONTROL PLAN & NOTES PERMANENT SHORING GENERAL NOTES & SCHEDULE PERMANENT SHORING GENERAL PLAN PERMANENT SHORING PLAN AND ELEVATIONS PERMANENT SHORING & SHOTCRETE DETAILS r rn r n D z 0 X m D r VICINITY MAP T.B. PG. 1167 -G2 BMP PROJECTS STATUS STANDARD I PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I O.M.W.D. I ENCINITAS FIRE DEPARTMENT 1 3.71 SIGN _ DATE ; � DATE 1. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIELE BY: DRBAW BY: cHECDDEL 6Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF DRAINAGE INT. DATE S PRE TARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING & DRAINAGE PLAN FOR: CURB INLET PUBLIC WORKS DATE: //� fib 1244 BERRYMAN CANYON ENCINITAS CA 92024 1 3573_G LOCATION: EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF DOUGLAS E. LOGAN DATE �' �/ r (i U/tii/�� / %/� f ENCINITAS, WITH EL CAMINO REAL PLANNING R.C.E. NO. 39726 JESSE OWES CHRISTOPHER L. MA OSKU CASE NO. 15 -320 CDP /SUBC RECORD FROM: CITY OF ENCINITAS ENC -38 REVIEWER EN N 2.1 3'Z/-ZO1 ELEVATION: 37.52' DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE INCPFl:Tl1R DOUGLAS E. LOGAN EXP. 12 -31 -19 HATE HATE APN :262- 080 -30 SHFFT 1 nF R R: \Projects \5894 - Horn er \5894- GP01.dwg 2/12/2018 10:30 AM a CD Z J-- LaJ O (n U 0 (n (D W ry Z U @i W CD Ld =) z CD p z LLJ J Q Q � LLJ cn Q� O� U O N U rn z 1 Q O LO LLJ O :�F� Q CD z ._. � O � Z Ld LLJ LLJ zz O O z= W � I QUIGLEY PROPERTY I APN: 262 -080- 7 d ❑ L:� — — d p RESIDENCE TO REMAIN I.P. W/ DISC RE —ROUTE EXIST. "LS 5871 "� PCC QITCH r o� offil Mao 2" I.P. W/ DISC " /LS 5871" \2L.f — / - -_�\ a I • s OFF prt • �- L W 1. I T__TOSE W 0 19 " j 189 BW� 186 INTO EXIST. 3ROW DITCH SMOOTH TRANSACTION. 3/4' I.P. W/ CAP "LS 5871" TYPICAL ALL 3 30 ANTERIOR ANGLE POINTS.// 187.5 TWA TOT L =5 PIPES OP E � h 185. p ,/ GUEST HOUSE PAD =189.0 N FF= 189.75 V SLAB E) BROW DITCH TO / C F � a . ,/ � EXISTING BE REMOVED RESIDENCE TO REMAIN a 189.0 TW PARCEL 2 a / 6 187, 1185.0 BW PM 20782 p F a 0 a FILL TO DRAIN, 189.0 TW (TYP.) ° 185.0 BW I j ° IM :- 0 o o I g �\ APN: \ 262 -080- )0 0 6' �� �� DIRT — IL— TIE INTO�XIST WALL 70, W/ SMOOTH TRANSITION. 780 \ AS —BUILT ETAINING ES WALL PER DWG. N0. �0 12335 -6. on 9 � M 186. TW,, \. 180.7 - rA Y_ I rn a I I a I 0 � I / N I r ROCKS I I 175.fi TW l 173.2, BW, ;-� _�_� — co ` —� EXIST. 4" SEWER 1 :XI T.Y " LATERAL, PER 10013--1 511 30' 333 M TE 1 rn 8" LE.= 175.36 I // / .__y� �© I 4" I.E.= 175.69 ROAD IMPROVEMENTS PER \ 1 ^\ I DAVIDSON DEVELOPMENT, I \ m32, 12' / DWG. N0. 12335 —G \ M � C < 220 \— —(E) GROUND 215 TYP. ) 210 205 h ---MASONRY RET. 200 WALL 195 190 189 W 185 180 EXCAVATE REQUIRED CRAWL SPA( PER BUILDING PLANS, ® 187 CHANGE NO. DITCH SECTION THRU HOUSE n VERT. & HORIZ. SCALE: 1 " =10' DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS DESCRIPTION: BRASS DISC IN THE N.E. CORNER OF DRAINAGE INT. DATE CURB IN PUBLIC WORKS LOCATION: EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF DOUGLAS E. LOGAN DATE INTERSECTION WITH EL CAMINO REAL PLANNING RECORD FROM: CITY OF ENCINITAS ENC -38 REVIEWER ELEVATION: 37.52' DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE INSPFCTnR 220 215 210 205 WE 195 190 185 180 m co �0 N 1 �(E) SLOPE CZ� WORK TO BE DONE: O INSTALL NEW PCC BROW DITCH PER D -75, TYPE "B" AS SHOWN. INTERCEPT (E) DITCH & TIE INTO (E) DITCH AS SHOWN. O2 GRAVEL DRIVEWAY WITH STRUCTURAL REINFORCEMENT, SUCH AS GRAVEL PAVERS, TURF STONE OR SIMILAR. O3 BIORETENTION BASIN PER DETAIL SHEET 4. AREA =250 S.F. F.S. = 187.0±. O4 INSTALL 3 —FT MAX. ROCK /BOULDER LANDSCAPE WALL. O CONSTRUCT MASONRY RETAINING WALL PER DETAILS /SPECS PER SHEET 3. O INSTALL KEYSTONE WALL PER ICC —ES REPORT "ESR- 2113." O7 INSTALL 18" WIDE P.C.C. SWALE OR AREA DRAIN SYSTEM OR EQUAL BEHIND KEYSTONE WALL @ 0.5% MIN. O PCC BROW "J" DITCH PER DETAIL THIS SHEET. O DEEPENED FOOTING PER BUILDING PERMIT. 10 SHORING WALLS, SEE SHEETS 5 -8. 11 AREA DRAIN TO 3' x 3' RIP —RAP. EASEMENT LEGEND: © EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 4 OF GRANT DEED REC. 8 -25 -1993 AS DOC. NO. 1993 - 0556369, O.R. � H EXISTING EASEMENT FOR PUBLIC UTILITIES GRANTED TO SAN DIEGO GAS & ELECTRIC PER DOC. F/P NO. 33448, O.R. REC. 02 -26 -1963. © EXISTING EASEMENT FOR ROAD & UTILITY PURPOSES PER DOC. REC. 3 -22 -1971 AS FILE NO. 54587, O.R. 0 EXISTING EASEMENT FOR UTILITY PURPOSES GRANTED TO SAN DIEGO GAS & ELECTRIC PER DOC. NO. 82535 REC. 5 -12 -1961, O.R. �N INDICATES ROAD AND UTILITY EASEMENT AGREEMENT BY VARIOUS PARTIES REC. JANUARY 21, 1972 AS FILE NO. 15917 OF OFFICIAL RECORDS. RETAINING WALL NOTE • TW = ELEVATION @ TOP OF WALL • BW = FINISH GRADE O BOTTOM OF WALL (NOT TOP OF FOOTING) • TF = MIN. ELEV. ® TOP OF FOOTING SURVEY MONUMENTS • ALL SURVEY MONUMENTS PER PM 20782 ARE SHOWN & TO BE PROTECTED IN PLACE. • IF ANY MONUMENT IS DISTURBED OR DESTROYED THEY SHALL BE REPLACED BY A LICENSED SURVEYOR & A CORNER RECORD FILED WITH THE COUNTY OF SAN DIEGO. \ RET. WALL AND /OR SHORING WALLS PER PCC BROW SHEETS 3 & 5 -9 "J" DITCH UTILITIES: • ALL UTILITY SERVICE LINES SHALL BE CONSTRUCTED UNDERGROUND. O dr i ": �"tGDEL d,: ENGINEERING DIVISION APPROVALS EL L MW BMW DEL PL S PREPA UNDER SUPERVISION OF /�} 5�1 RECOMMENDED: APPROVED: DATE: 3 " /t AAJ R.C.E. NO. 39726 JESSE VWEYS CHRIST HER L. MA OSk ENGINE DOUGLAS E. LOGAN EXP. 12 -31 -19 nAT —fir nnTF w U 7 W ::) Z O_ N O 0 Z 20 10 0 20 40 w J Q Q SCALE IN FEET w SCALE: 1" = 20' Q O � O QROFESS/o* y z C 39726 a `rT CIVII �Q qTP OF CA0F U O N U � Q O Qf Ln LJ^ :�i O Q co Z CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. N0. o GRADING &DRAINAGE PLAN FOR: wz 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 13573 —G o CASE NO. 15 -320 CDP /SUBC z DE APN: 262- 080 -30 SHEET 2 OF 8 w a- R: \Projects \5894 — Horner \5894— GPO2.dwg 2/12/2018 10:29 AM CHANGE NO. 12" WIDE DRAINAGE SWALE 8" w/ #4® 16" Solid Grout 14's ® 24 "- O.C. HORIZ. 1' -0� 1.5 r 1 F 1' -0" l' -8" J -o NOTE: WATERPROOF & SUB -DRAIN PER DETAIL THIS SHEET e NOTE: DEEPENED FOOTING ADJACENT TO BIORETENTION. f 12" WIDE 1.5 d!�T DRAINAGE SWALE 6" 8" w/ #50,,16" Solid Grout JJ4's 0 24" 0. C. HORIZ. Cn CI P °- I JJ5 "s 1' -0 • 16" O.C. 4 1' -0„ 4 14's HORIZ. (TYP.) Iv 8" 0. C. 2' -3 " " 1' " 1'- 1' -6` 3' -6" 5' -0" 4'- 5.33'WALL 2 NO SCALE NOTE: WATERPROOF & SUB -DRAIN PER DETAIL THIS SHEET 8" w/ #40 16 Solid Grout #4's 0 24"- O.C. HORIZ. 1' -0'r 18" PCC SWALE I IT-"- ° JJ4's 16" O.C. • 1' -0" #4's HORIZ. 1 (TYR) SPECIAL INSPECTION NOTE: SPECIAL INSPECTION REPORT ON FILE WITH THE ENGINEERING DIVISION DATED VV/-'XL-L- IVLA 1 1 V 1v1V VVIVI 3 NO SCALE NOTE: WATERPROOF & SUB -DRAIN PER DETAIL THIS SHEET DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF DRAINAGE INT. DATE CURB INLET LOCATION: EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF DOUGLAS E. LOGAN DATE PUBLIC WORKS INTERSECTION WITH EL CAMINO REAL PLANNING RECORD FROM: CITY OF ENCINITAS ENC -38 REVIEWER ELEVATION: 37.52' DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE iAICPPCrnR Cn_ I 0 VIII �m RETAINING WALL NOTESZLEGEND • IF = TOP OF FOOTING. CONTRACTOR TO ADJUST, IF NECESSARY. • BIN = FINISH GRADE ® BOTTOM OF WALL • TW = FINISH GRADE ® TOP OF WALL • ATW = FINISH ELEVATION 0 ACTUAL TOP OF WALL • f'm = 1500 psi • fc = 2500 psi • USED TYPE 'M' OR 'S' MORTAR CEMENT • SOLID GROUT ENTIRE C.M.U. MASONRY CONSTRUCTION TABLES 1704.5.1 AND 1704.5.3 SHOW DETAILED INFORMATION REGARDING LEVEL 1 AND LEVEL 2 SPECIAL INSPECTIONS FOR MASONRY CONSTRUCTION AND WHETHER CONTINUOUS OR PERIOD INSPECTIONS IS REQUIRED. SUB -AREAS UNDER MASONRY CONSTRUCTION (SEE SECTION 1705.4) ARE • VERIFICATION OF SITE- PREPARED MORTAR, CONSTRUCTION OF MORTAR JOINTS AND LOCATIONS OF REINFORCEMENT AND CONNECTORS • VERIFICATION OF SIZE AND LOCATION OF STRUCTURAL ELEMENTS, TYPE, SIZE AND LOCATION OF ANCHORS INCLUDING DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION • VERIFICATION OF SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT • VERIFYING WELDING OF REINFORCING BARS • VERIFYING PROTECTION OF MASONRY DURING COLD OR HOT WEATHER • VERIFYING PRIOR TO GROUTING TO ENSURE GROUT SPACE IS CLEAN AND PROPORTIONS OF SITE - PREPARED GROUT • VERIFYING GROUT PLACEMENT IS IN COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS • PREPARATION OF ANY GROUT SPECIMENS, MORTAR SPECIMENS AND /OR PRISMS • VERIFICATION OF COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS NOTE EXCEPTIONS 1 AND 2 THAT DISCUSS GLASS BLOCK USES AND MASONRY FOUNDATION WALLS. NATIVE BACKFILL OR LEVEL 1. WATERPROOFING MEMBRANE: HEEL WIDTH LIQUID BOOT OR APPROVED EQUIVALENT. 2 CLEAN SAND BACKFILL: MUST HAVE SAND EQUIVALENT VALUE OF 30 OR GREATER; CAN BE DENSIFIED BY WATER JETTING. COMPARED TO 909 3. FILTER FABRIC: MIRAFI 140N OR APPROVED EQUIVALENT. 4. ROCK: 1-%2 CUBIC FOOT PER LINEAR FEET OF PIPE OR 3/ TO 1%2" (INCHES) ROCK. 12" WIDE X 18" DEEP 5. PIPE 4" (INCHES) DIAMETER PERFORATED PVC. SCHEDULE 40 OR APPROVED ALTERNATIVE WITH MINIMUM OF 19 GRADIENT TO PROPER OUTLET POINT (PERFORATIONS DOWN). WALL SUB -DRAIN DETAIL PREPARP UNDER SUPERVISION OF DATE: r'� R.C.E. N0. 39726 ENGINE 'R DOUGLAS E. LOGAN EXP. 12 -31 -19 NOT TO SCALE �L ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: JESSEWEN CHRIST PHER L. MACOOSKU DATE DATE SPECIAL INSPECTION MASONRY CONSTRUCTION (IBC 1705.4) Item Detailed Instructions and Frequencies Review material certificates, mix ❑ Continuous X Periodic Verify that materials conform to the requirements of designs, test results and construction elements the approved construction documents. Mix design, procedures test results, material certificates, and construction tolerances meet the requirements of Article 3.3 F of procedures should be submitted for review. Mortar TMS 602 /ACI 530.1 -11. Type, size, and location of anchors, ❑ Continuous mix designs shall conform to ASTM C 270 while Verify that correct anchorages and connections are including other details of anchorage grout shall conform to ASTM C 476. Material provided per the approved plans and Sections of masonry to structural members, certificates shall be provided for the following: 1.16.4.3 and 1.17.1 of TMS 402/ACI 530 -11. frames, or other construction. reinforcement; anchors, ties, fasteners, and metal Continuous inspection is required for Risk Category accessories; masonry units; mortar and grout IV buildin s. Welding of reinforcement N Continuous materials. Construction procedures for cold - weather Preparation, construction, and ❑ Continuous or hot - weather construction shall be reviewed. AS CONSTRUCTION BEGINS TABLE 1.19.2, TMS-4021 CI 530-11): Proportions of site - prepared mortar ❑ Continuous X Periodic Verify that mortar is of the type and color specified 530.1 -11 and hot - weather construction per Article on the construction documents, that it conforms to 1.8 D of TMS 602 /ACI 530.1 -11. ASTM C 270, and that it is mixed in accordance with N Continuous ❑ Periodic Article 2.6 A of TMS- 602 /ACI 530.1 -.11. Construction of mortar joints ❑ Continuous N Periodic Verify that mortar joints comply with Article 3.3 B of N Continuous ❑ Periodic TMS- 602 /AC 1 530.1 -11. Grade and size of prestressing ❑ Continuous N Periodic Verify that prestressing tendons comply with Article tendons and anchorages 2.4 B of TMS- 602 /ACI 530.1 -11 and that ❑ Continuous N Periodic Verify that mortar is placed in accordance with anchorages, couplers, and end blocks comply with Article 3.3 B.8 of TMS- 602 /ACI 530.1 -11. Article 2.4 H. Location of reinforcement, ❑ Continuous X Periodic Verify that reinforcement is placed in accordance connectors, and prestressing required by Article 1.4 of TMS - 602 /ACI 530.1 -11. with Article 3.4 of TMS- 602 /ACI 530.1 -11. tendons and anchorages Continuous inspection is required for Risk Category Prestressing tendons shall be placed per Article 3.6 IV buildin s. A. Prestressing technique ❑ Continuous X Periodic Verify that prestressing technique complies with Stability Index (VSI) for self- Article 3.6 B of TMS- 602 /ACI 530.1 -11. Properties of thin -bed mortar for AAC ❑ Continuous X Periodic Verify that mortar complies with Article 2.1 C of mason ❑ Continuous N Periodic TMS- 602/ACI 530.1 -11. PRIOR TO GROUTING TABLE 1.19.2, TMS4021ACI 530 -11): Group space ❑ Continuous X Periodic Verify that grout space is free of mortar droppings; method" as specified in Article 1.4 B of TMS 602 /ACI debris, loose aggregate, and other deleterious 530.1 -11 prior to construction. For Risk Category IV materials and that cleanouts are provided per Article buildings this should be verified at every 5,000ft` of 3.2 D and 3.2 F of TMS - 0602 /ACI 530.1 -11. construction. Verification of proportions of Continuous inspection is required for Risk Category N Periodic Verify that proportions for mortar meet ASTM C 270 materials in premixed or pre - blended IV buildings. Grade, type, and size of ❑ Continuous X Periodic Verify that reinforcement, joint reinforcement, wall reinforcement and anchor bolts, and a lies to Risk Cate gory IV buildings only. ties, anchor bolts and veneer anchors comply with prestressing tendons and the approved construction documents and Section anchorages. 1.6 of TMS 402JACI 530 -11. Placement of reinforcement, ❑ Continuous N Periodic Verify that reinforcement, joint reinforcement, wall connectors, and prestressing ties, anchor bolts and veneer anchors are installed tendons and anchorages in accordance with the approved construction documents and Articles 3.2 E, 3.4, and 3.6 A of TMS 602 /ACI 530.1 -11. Continuous inspection is required for Risk Category IV buildings. Proportions of site - prepared grout ❑ Continuous X Periodic Verify that grout is proportioned per ASTM C 476 and prestressing grout for bonded and has a slump between 8 -11 inches. Self - tendons consolidated grout shall not be proportioned onsite. (See Articles 2.6 B and 2.4 G. 1.b of TMS 6021AC1 530.1 -11) Continuous inspection is required for Risk Category IV buildings. Construction of mortar joints ❑ Continuous X Periodic Verify that mortar joints are placed in accordance with Article 3.3 B of TMS 602 /ACI 530.1 -11. DURING MASONRY CONSTRUCTION: Site and location of structural ❑ Continuous N Periodic Verify the locations of structural elements with elements respect to the approved plans and confirm that tolerances meet the requirements of Article 3.3 F of TMS 602 /ACI 530.1 -11. Type, size, and location of anchors, ❑ Continuous N Periodic Verify that correct anchorages and connections are including other details of anchorage provided per the approved plans and Sections of masonry to structural members, 1.16.4.3 and 1.17.1 of TMS 402/ACI 530 -11. frames, or other construction. Continuous inspection is required for Risk Category IV buildin s. Welding of reinforcement N Continuous F Periodic Preparation, construction, and ❑ Continuous X Periodic Verify that cold- weather construction is performed in protection of masonry during cold accordance with Article 1.8 C of TMS 602 /ACI weather ( <40 °F) or hot weather 530.1 -11 and hot - weather construction per Article >90 °F 1.8 D of TMS 602 /ACI 530.1 -11. Application and measurement of N Continuous ❑ Periodic prestressing force Placement of grout and prestressing N Continuous ❑ Periodic grout for bonded tendons is in compliance Placement of AAC masonry units and ❑ Continuous N Periodic Verify that mortar is placed in accordance with construction of thin -bed mortar'oints Article 3.3 B.8 of TMS- 602 /ACI 530.1 -11. Observation of grout specimens, ❑ Continuous N Periodic Confirm that specimens /prisms are performed as mortar specimens, and /or prisms required by Article 1.4 of TMS - 602 /ACI 530.1 -11. Continuous inspection is required for Risk Category IV buildin s. MINIMUM TESTING: Verification of Slump Flow and Visual ❑ Continuous X Periodic Compressive strength tests should be performed in Stability Index (VSI) for self- accordance with ASTM C 1019 for slump flow and consolidating rout ASTM C 1611 for VSI. Verification of f,n and fAAc ❑ Continuous N Periodic Determine the compressive strength for each wythe by the "unit strength method" or by the "prism test method" as specified in Article 1.4 B of TMS 602 /ACI 530.1 -11 prior to construction. For Risk Category IV buildings this should be verified at every 5,000ft` of construction. Verification of proportions of ❑ Continuous N Periodic Verify that proportions for mortar meet ASTM C 270 materials in premixed or pre - blended and proportions for group meet ASTM C 476. This mortar and grout a lies to Risk Cate gory IV buildings only. RpFEE. 40, y QO yZ c z C 39726 sr Civlk. P qTf OF CAL RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, JJ205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RETAINING WALL DETAILS & NOTES: 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 CASE NO. 15 -320 CDP /SUBC APN: 262- 080 -30 R:\Projects\5894 - Horner \5894- GP03.dwg N s Ed VA 0 Z_ Ld ::D O Cn U V) 0 LLJ Z U - elf � tJ Ld U W � Z O U p z Ld J J Q Q � I LJ Q� O� U O N S Ln U � zl Q O LLI O Q � Z DWG. NO. o cr- Z 13573 -G LL' o Z = w� 2/12/2018 10:28 AM 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. SAN DIEGUITO WATER DATE DISTRICT NOTES : DB Br: cHECDDEL BY: DESDELD ENGINEERING DIVISION APPROVALS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5 —FOOT SEPARATION BE CONSTRUCTED ACCORDING TO THE STANDARD WHEN PARALLELING WATER SERVICES. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF DRAINAGE STANDARDS COMMITTEE (WASC). 6. MINIMUM HORIZONTAL SEPARATION OF 10 —FEET -L S PREPAR UNDER SUPERVISION OF DATE: �' R.C.E. NO. 39726 ENGIN DOUGLAS E. LOGAN EXP. 12 -31 -19 RECOMMENDED: APPROVED: AAe JESSE OWENlS CHRIST PH L. MAG SKU /�'�JR 3-2/ 20/9 nATF TAT nerc REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT GAS AND ELECTRIC VAULTS. DOES NOT CONSTITUTE REPRESENTATION AS TO THE 2URB INLET ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF OR NON— EXISTENCE OF, ANY UNDERGROUND UTILITY, DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS METERS MUST BE IN FRONT OF THE PARCEL THEY ARE PROJECT. SERVING. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR INTERSECTION WITH EL CAMINO REAL REQUIRING THAT NO —LEAD BRASS BE USED IN THE PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL CONSTRUCTION OR REPAIR OF ALL POTABLE WATER EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH FEET OF%PROPOSED WATER MAINS SHALL BE SHOWN ON THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS TO BE NO —LEAD BRASS PARTS. UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WC -18. 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 20'MIN. PUBLIC STANDARDS, THEN THEY SHALL BE UPGRADED TO rRIGHT —OF —WAY CURRENT STANDARDS AT THE OWNER'S EXPENSE. a� 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE. LINE OF POSTS. i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. - nl- iillll,. EXISTING GROUND 1 -1/2" CRUSHED ROCK 0 PUBLIC RIGHT —OF —WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT —OF —WAY STABILIZED CONSTRUCTION ENTRANCE IN (10 CM) NOT TO SCALE 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC — SILT FENCE DETAIL NOT TO SCALE PCC DRAINAGE SWALE OUTLET & NO. 2 BACKING RIP —RAP. 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW 2 " -3" OF 3/8" GRAVEL 3/4" ROCK NO LINER 0 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 2 -3" HARDWOOD MULCH 6'�T 177 J 4" PERFORATED PVC PIPE W/ PERFORATIONS ® INVERT ALONG LENGTH OF BASIN RETENTION AREA SHALL BE LEVEL AND DEPRESSED FROM THE SURROUNDING GRADE 12" MIN. / ** SEE NOTE BELOW ORIFICE ® CONNECTION OF 4" PERFORATED PIPE TO 30" A.D. BOX. SEE ORIFICE PLAN VIEW DETAIL THIS SHEET. BIORETENTION BASIN DETAIL NOT TO SCALE *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. SOLID 3" UNDERDRAIN PER SDRSD D -27. OUTLET TO EXIST. BROW DITCH 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE 20 10 0 20 40 SCALE IN FEET SCALE: 1" = 20' LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE GRAVEL BAGS E. y Qo 9y � z C 39726 Of CAL RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS : DB Br: cHECDDEL BY: DESDELD ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. / W DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF DRAINAGE INT. DATE -L S PREPAR UNDER SUPERVISION OF DATE: �' R.C.E. NO. 39726 ENGIN DOUGLAS E. LOGAN EXP. 12 -31 -19 RECOMMENDED: APPROVED: AAe JESSE OWENlS CHRIST PH L. MAG SKU /�'�JR 3-2/ 20/9 nATF TAT nerc EROSION CONTROL PLAN FOR: 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 CASE NO. 15 -320 CDP /BURG APN:262- 080 -30 13573 -G 2URB INLET PUBLIC WORKS LOCATION: EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF DOUGLAS E. LOGAN DATE PLANNING; INTERSECTION WITH EL CAMINO REAL RECORD FROM: CITY OF ENCINITAS ENC -38 ELEVATION: 37.52' DATUM: NAVD88 REVIEWER CHRISTOPHER L. MAGDOSKU DATE INICPWr:TnI? CNFFT A f1F R R:\Projects\5894 — Horn er \5894— GP04.dwg 2/12/2018 10:26 AM HE i C7 z W cc O U 07 LEI Z U w C) W :D zo U p z LLJ J Q Q :�F F— W Q� O� U O N Ln U rn z I Q O Ln LEI . :�E O Q Z � O � Z LI Ld W Z Z OD O z= W Q_ a 0 N 0 N z 0 a SHORING GENERAL NOTES GENERAL 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER. 2. THE DESIGN IS BASED ON THE 2016 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 1990, (UPDATED 2011) PAGES 10 -1 TO 10 -42 CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. 3. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF TEN FEET FROM THE BACK OF LAGGING. SOILS CRITERIA REPORT BY: VINJE & MIDDLETON ENGINEERING, INC. 2450 AUTO PARK WAY ESCONDIDO, CALIFORNIA 92029 -1229 REPORT NUMBER: 16 -140 REPORT DATE: NOVEMBER 6, 2017 EQUIVALENT FLUID PRESSURES: ACTIVE PRESSURE: 42 PCF FOR LEVEL BACKFILL 59 PCF FOR 2HAV BACKFILL 73 PCF FOR 1.5H:1V BACKFILL PASSIVE PRESSURE: 324 PCF 4860 PSF MAXIMUM PASSIVE SPACING: ACTS ON 2 PILE DIAMETERS SEISMIC LOADS: SEISMIC LOADING: 25 PCF (INVERTED TRIANGULAR DISTRIBUTION) STRUCTURALSTEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992 (FY= 50KSI) NOTED AS "H.S." 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 3. ALL SOLDIER BEAMS PART OF THE PERMANENT WALL SHALL BE COATED WITH BITUMASTIC COAL TAR EPDXY TO A MINIMUM DRY THICKNESS OF 16 MILS. EPDXY SHALL BE APPLIED TO A CLEAN BEAM (SAND BLASTED TO NEAR WHITE). BEAMS SHALL BE COATED FOR THEIR FULL CUT HEIGHT, A MINIMUM OF 4'4" INTO THE STRUCTURAL CONCRETE CAISSON, AND THE BOTTOM 4' -0 ". IF MIN 3" CLEARANCE IS NOT MAINTAINED FROM EDGE OF CAISSON TO ANY PART OF BEAM, ENTIRE BEAM SHALL BE EPDXY COATED. 4. PERMANENT ANGLES, PLATES AND MISCELLANEOUS STEEL SHALL COMPLY WITH ASTM A -36 AND SHALL BE EPDXY COATED IN COMPLIANCE WITH NOTE 3 ABOVE. 5. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE A.W.S. STANDARD AWS D1.1 -2000 "STRUCTURAL WELDING CODE - STEEL ". ALL WELDING SHALL BE BY THE ARC WELDING PROCESS USING E -70 ELECTRODES. THE USE OF E70T -4 IS PROHIBITED. 6. FILLER METAL USED IN ARC WELDING SHALL BE IN ACCORDANCE WITH TABLE 4.1.1 OF "STRUCTURAL WELDING CODE - STEEL" (AWS 131.1 -00). THE MIN. TENSILE STRENGTH FOR FILLER METAL SHALL BE 70 KS I. CONCRETE: 1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS, 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc =3000 PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE). 3. ALL REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST EDITION. 4. ALL REINFORCING STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO FABRICATION. 5. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP SHOWN IS THE MAXIMUM (INCHES). CONCRETE AND SHOTCRETE SHALL BE TYPE II/V U.N.O AND SHALL HAVE A MAXIMUM WATER CEMENT RATIO OF 0.45. ITEM OF CONSTRUCTION: STRENGTH AGGREGATE SLUMP - -- --------------------------------------------------------------------------------------------- A. CAISSON 4,000 PSI 1" 4 4,000 PSI 3 /e'er 6. ALL REINF. STEEL SHALL CONFORM TO ASTM A615, GRADE60. 7. MINIMUM PROTECTIVE CONCRETE COVER OF REINFORCING: A. ON EARTH SIDE WHEN PLACED AGAINST EARTH ....................3 IN. TIMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR /LARCH (NORTH) PRESSURE TREATED FOR GROUND CONTACT AND SHALL BE GRADE MARKED #2 OR BETTER. 2. ALL PERMANENT LAGGING (AND LAGGING ABANDONED IN PLACE WHERE COVERED BY SHOTCRETE) SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 (COMMODITY SPECIFICATION A, USE CATEGORY 4B) USING'PRESERVE ACQ' (ALKALINE COPPER QUATERNARY) PRESERVATIVE SOLUTION. WHERE GROUNDWATER IS ENCOUNTERED 1. CONCRETE /GROUT SHALL BE PLACED ONLY IN DRY HOLES EXCEPT THAT WHERE GROUNDWATER IS PRESENT AND IT IS DETERMINED THAT IT IS NOT FEASIBLE TO PUMP THE WATER FROM THE HOLES, CONCRETE MAY BE PLACED UNDERWATER. THE CONCRETE SHALL BE PLACED BY PUMPING THROUGH A RIGID TREMIE PIPE EXTENDING TO THE BOTTOM OF THE HOLES. CONSTRUCTION PROCEDURES 1. SOLDIER BEAM CONSTRUCTION: 1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE DRAWINGS. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE DRILLED HOLE. 1.3 PLACE A MINIMUM OF 4,000 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION (EMBEDMENT PORTION). 1.4 PLACE LEAN CONCRETE (1 -1/2 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION TO EXISTING GRADE (RETAINED PORTION). 2. LAGGING PLACEMENT: 2.1 INSTALL LAGGING AND BACKFILL BEHIND LAGGING IN 5' MAXIMUM INCREMENTS (LIFTS) OR LESS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 2.2 PRIOR TO EXCAVATING THE NEXT LIFT, THE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS. 2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1" MAXIMUM, PACK GAPS WITH NON - SHRINK GROUT. EXCAVATION MONITORING: 3.1 SHORING CONTRACTOR SHALL PROVIDE VISUAL DAILY MONITORING DURING SHORING INSTALLATION. 3.2 OWNER /GENERAL CONTRACTOR SHALL PROVIDE INSTRUMENTAL MONITORING OR SHALL ASSUME ALL LIABILITY FOR SHORING PERFORMANCE. 3.2A THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION AND THAT THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED ON A WEEKLY BASIS UNTIL THE PERMANENT RETAINING WALL (PER OTHERS) IS BACKFILLED TO THE DESIGN GRADE. THE SURVEYED SOLDIER BEAM DATA POINTS SHOULD BE LOCATED AT APPROXIMATELY 50 FEET ON- CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS 1 ". 3.213 PRIOR TO DRILLING ACTIVITY, THE GENERAL CONTRACTOR /OWNER SHALL COMPLETE LOGS OF EXISTING IMPROVEMENTS THAT OCCUR WITHIN 50' OF THE SHORING SYSTEM AND A LICENSED SURVEYOR SHALL DOCUMENT ALL EXISTING CRACKS. 3.2C SURVEY MONUMENTS SHALL BE ESTABLISHED ON ADJACENT IMPROVEMENTS THAT EXIST WITHIN A HORIZONTAL DISTANCE (MEASURED FROM THE FACE OF LAGGING) EQUAL TO THAT OF THE RETAINED EARTH HEIGHT. THESE MONUMENTS SHALL BE MONITORED FOR BOTH VERTICAL AND HORIZONTAL MOVEMENT. SHORING ENGINEER SHALL BE NOTIFIED IF MOVEMENT EXCEEDING 1/4" OCCURS. LONG -TERM MONITORING 2. PROJECT OWNER OR REPRESENTATIVE THEREOF SHALL BE RESPONSIBLE FOR LONG -TERM VISUAL MONITORING OF THE WALL IN ADDITION TO THE CONSTRUCTION MONITORING NOTED ABOVE. 3. MAINTENANCE OF THE WALL SYSTEM IS THE SOLE RESPONSIBILITY OF THE PROJECT OWNER OR REPRESENTATIVE THEREOF. BERGERABAM SHALL NOT BE RESPONSIBLE FOR THE LONG -TERM CARE OR MAINTENANCE OF THE PERMANENT SHORING WALL. 3.1. LAGGING: DUE TO THE ORGANIC NATURE OF THE LAGGING BOARDS, THESE BOARDS MAY NEED TO REPLACED OR REPAIRED THROUGHOUT THE DURATION OF THEIR DESIGN LIFE. 3.2. STEEL: TOUCH -UP AND RE- COATING OF THE SOLDIER BEAM'S EPDXY COATING SHALL BE PERFORMED AS NEEDED THROUGHOUT THE DESIGN LIFE OF THE STRUCTURE TO ASSURE STRUCTURAL INTEGRITY. REQUIRED VERIFICATION AND SPECIAL INSPECTION OF STEEL CONSTRUCTION (CBC T- 1705A.2.2) IN ADDITIONAL THIS SPECIAL INSPECTION TABLE FOR STEEL CONSTRUCTION, SPECIAL INSPECTIONS AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS IN BUILDINGS, STRUCTURES AND PORTIONS THEREOF SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC360. REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CONCRETE CONSTRUCTION (CBC T -1705. INPECTION FREQUENCY REFERENCE FOR TESTING & INSPECITON CRITERIA ITEM OF VERIFICATION AND INSPECTION CBC PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 14.50 PROJECT SPECIFIC SPECIFIC CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE REFERENCE REFERENCE 5. VERIFYING USE OF REQUIRED DESIGN MIX, ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, X ACI 318: CH. 19, 26.4.3, 26.4.4 REFERENCE 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL & COLD - FORMED X W21x50 8.5 END - BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT 1908.2 1908.3 STEEL DECK: 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR VOLUMES. 9.5 ASTM C 172 30.00 A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, X AISC 360, SECTION A3.1 2203A.1 1910.10 CONFIRM TO AISC 360 AND DETERMINE THE TEMPERATURE OF THE CONCRETE. W21x50 8.5 ACI 318: 26.4.3, 26.4.4 27.50 B. FOR OTHER STEEL, IDENTIFICATION MARKING TO CONFORM TO 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X 7.5 18.50 1908.6, 1908.7, ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION PROPER APPLICATION TECHNIQUES. X APLICABLE ASTM MATERIALS ACI 318: 26.4.5 1908.8 DOCUMENTS. 15 W 14x 30 STANDARDS 14.50 20.00 C. MANUFACTURER'S CERTIFICATE TEST REPORT. 16 X 4.5 12.00 16.50 REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CONCRETE CONSTRUCTION (CBC T -1705. REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS (CBC T- 1705.8) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED CBC PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 14.50 20.0 SPECIFIC ACCURATE RECORDS FOR EACH ELEMENTS. X 6.0 STANDARD REFERENCE REFERENCE 5. VERIFYING USE OF REQUIRED DESIGN MIX, ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2 EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE X W21x50 8.5 END - BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT 1908.2 1908.3 30 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR VOLUMES. 9.5 ASTM C 172 30.00 3. FOR CONCRETE ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, X ACCORDANCE WITH SECTION 1705.3. ASTM C 31 1910.10 30 AND DETERMINE THE TEMPERATURE OF THE CONCRETE. W21x50 8.5 ACI 318: 26.4.3, 26.4.4 27.50 30 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X 7.5 18.50 1908.6, 1908.7, 24 PROPER APPLICATION TECHNIQUES. W 16x 31 6.5 ACI 318: 26.4.5 1908.8 24 REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS (CBC T- 1705.8) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC PROJECT SPECIFIC Total Drill Length (ft.) Caisson Dia. (in) 1 -3 REFERENCE 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND 14.50 20.0 24 ACCURATE RECORDS FOR EACH ELEMENTS. X 6.0 15.50 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM 24 6 ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, 6.5 16.50 23.00 EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE X W21x50 8.5 END - BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT 27.50 30 9 VOLUMES. 9.5 20.50 30.00 3. FOR CONCRETE ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN 10 -11 W21x83 ACCORDANCE WITH SECTION 1705.3. 24.50 36.00 30 A GEOTECHNIICAL INSPECTION REPORT (SIGNED, STAMPED AND DATED BY THE SOIL ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD) SHALL BE SUBMITTED TO, AND APPROVED BY THE CITY'S BUILDING INSPECTOR PRIOR TO CONCRETE PLACEMENT. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE CITY'S BUILDING INSPECTOR. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING 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. PERMANENT SHORING SCHEDULE Beam Callout Beam Size Permanent Cut Height (ft.) Embedment Length (ft.) Total Drill Length (ft.) Caisson Dia. (in) 1 -3 W1430 5.5 14.50 20.0 24 4 -5 W1430 6.0 15.50 21.50 24 6 W16x31 6.5 16.50 23.00 24 7 -8 W21x50 8.5 19.00 27.50 30 9 W21x57 9.5 20.50 30.00 30 10 -11 W21x83 11,5 24.50 36.00 30 12 W21x50 8.5 19.00 27.50 30 13 W16x36 7.5 18.50 26.00 24 14 W 16x 31 6.5 16.50 23.00 24 15 W 14x 30 5.5 14.50 20.00 24 16 W12x26 4.5 12.00 16.50 24 17 W12x26 4.0 12.00 16.00 24 18 -19 W12x26 3.5 10.00 13.50 24 20 W12x26 4.5 12.00 16.50 24 21 W16x31 6.5 16.50 23.00 24 22 W21x50 8.5 19.00 27.50 30 23 W16x36 7.5 18.50 26.00 24 24 W14x30 5.0 14.00 19.00 24 25 W12x26 3.0 10.00 13.00 24 Notes: (1) - Maximum Backfill Slope not to exceed 21HAV (2) - All Beams are to be set in Concrete Caissons (3) - All Beams are to be epoxy coated per general notes (4) - No adjacent structural surcharge has been considered UPM-T OoV FTLE LATH EA/GINfsZ%wG Divjsl:ow PIeE'PAf,k00 t3Y DA-11160 9M SHEETINDEX SH1.0 PERMANENT SHORING GENERAL NOTES & SCHEDULE SH2.0 PERMANENT SHORING GENERAL PLAN SH2.1 PERMANENT SHORING PLAN AND ELEVATIONS SH3.0 PERMANENT SHORING DETAILS erne INSTALLATION OF A PERMANENT SHORING WALL CONSISTING OF STEEL SOLDIER PILES AND WOOD LAGGING SH1.0 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN BY. CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 Ad I HL DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF INT. I DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDED: APPROVED: SHORING PLAN FOR: DRAINAGE CURB INLET PUBLIC WORKS VALE, FEB. 14 2018 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 13573 -G LOCATION: EAST SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH HAMID LIAGHAT DATE PLANNING � � CASE NO. 15 -320 CDP /BURG OF INTERSECTION WITH EL CAMINO REAL O.: 4363 J S / C IST A 0 KU RECORD FROM: CITY OF ENCINITAS ENC -38 REVIEWER Z� ��1�L$ APN: 262- 080 -30 ELEVATION: 37.52' DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR HAMID LIAGHAT, S.E. EXP.: 6 30/18 DATE DATE S14FFT.SnFR LX N N rn U 0 w a Z 0 M 3 a 0 o°o °pro ¢So h N OWO�� a 0 N s v N oo z ti 0 a :,�) SHORING PLAN -OVERALL. Q.0 J SCALE: 1" = 10' -0" LEGEND ABBREVIATION T.O.W. B.O.W. B.O.S. EMB. H U.N.O (E) SYMBOL 0 (`H TOP OF WALL BOTTOM OF WALL BOTTOM OF EXCAVATION EMBEDMENT HEIGHT UNLESS NOTED OTHERWISE EXISTING SOLDIER BEAM NUMBER SOLDIER BEAM TIMBER LAGGING NOTES REGARDING UTILITIES AND EXISTING IMPROVEMENTS: 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE AND LOCATE ALL UTILITIES SHOWN ON THE PLAN AND REVIEW THE SHORING PLANS FOR CONFLICTS. ALL UTILITIES MAY NOT BE SHOWN OR IDENTIFIED ON THESE PLANS. 2. ALL UTILITIES CROSSING THE LINE OF THE SHORING WALL SHALL BE CAPPED A MINIMUM OF 5' -0" BEHIND THE SHORING WALL PRIOR TO START OF CONSTRUCTION. 3. BERGERABAM HAS BEEN INFORMED THAT NO IMPROVEMENTS BEHIND THE SHORING WALL WILL EXIST OR REMAIN WHICH CAN SURCHARGE THE SHORING SYSTEM. GENERAL CONTRACTOR TO INFORM BERGERABAM PRIOR TO INSTALLATION IF DISCREPANCIES EXIST. NOTES REGARDING ELEVATIONS: 1. ELEVATIONS PROVIDED ON THESE PLANS FOR TOP OF SHORING ARE APPROXIMATE BASED ON LIMITED TOPOGRAPHIC INFORMATION PROVIDED TO BERGERABAM. IF DISCREPANCIES EXIST, NOTIFY BERGERABAM PRIOR TO THE START OF CONSTRUCTION. 2. PROPOSED BOTTOM OF WALL ELEVATIONS HAVE BEEN SET TO BE APPROXIMATELY 1' -0" BELOW THE PROPOSED FINISHED SURFACE AS SHOWN ON THE CIVIL PLANS. IF FINAL BOTTOM OF EXCAVATION EXCEEDS THE BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS, NOTIFY BERGERABAM PRIOR TO THE START OF CONSTRUCTION. 3. FREEBOARD SECTION OF THE WALL SHALL NOT BE LOADED BY SOIL. NOTES REGARDING OSHA AND SAFETY., 1. SHORING CONTRACTOR SHALL FURNISH A CURRENT OSHA PERMIT. THE PERMIT NUMBER IS AS FOLLOWS: 2. TEMPORARY HANDRAILS IN COMPLIANCE WITH OSHA STANDARDS SHALL BE PROVIDED AROUND THE PERIMETER OF THE SHORING SYSTEM AT THE TOP OF ALL SHORING BEAMS, AS NEEDED. (TEMPORARY RAILS TO BE INSTALLED AND DESIGNED BY OTHERS). SCOPE OF WORK TO BE PERFORMED: 1. THE SCOPE OF WORK TO BE PERFORMED CONSISTS OF THE FOLLOWING ITEMS: 1.1. INSTALLATION OF PERMANENT STEEL SOLDIER BEAMS 1.2. INSTALLATION OF PERMANENT TIMBER LAGGING RGROUND SERVICE ALE ,ALL: TOLL FREE 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG SH2.0 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS—BUILT APPROVALS DESIGNED BY. DRAAd BY. CHECKED Y ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF INT. I DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SHORING PLAN FOR. DRAINAGE CURB INLET PUBLIC WORKS DATE FEB. 14 2018 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 13573 -G LOCATION: EAST SIDE OF MANCHESTER AVE 0.1 MILE SOUTH HAMID LIAGHAT DATE PLANNING LI • 1 CASE N0. 15 -320 CDP /BURG OF INTERSECTION WITH EL CAMINO REAL 1t+o� �� REVIEWER :4363 JESS u C RIST _ A DOSi RECORD FROM: CITY OF ENCINITAS ENC -38 HAMID LIAGHAT, S.. DATE DATE APN: 262- 080 -30 ELEVATION: 37.52' DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR EXP.: 6 -30/18 SHFFT13OF8 o N N rn U O W O Z N d 3 ot a 0 w 00 QLn QSLo o O h N h a 0 N N N oo Z ti 0 CL 192' -0 "+ ROCK RETAINING WALL BY OTHERS ROCK RETAINING WALL BY OTHERS 24 SPACES @ 8' -0" O.C. = 192' -0 "± 4X12 WOOD LAGGING PER DETAILS, TYPICAL U.N.O. T.O.W. = 199.00' T.O.W. = 199.50' 98. 0' T.O.W. = T.O.W. T.O.W. = 198.50' — 197.50' = 197.00' T.O.W. = 196.50' T.O.W. C = 195.50' T.O.W B.O.W. = 193.00' — - = 193.. 00' _ - - T.O.W. = 191.00' FINISHED GRADE IN I - B.O.W. = 188.00' _ FRONT OF WALL ___// BOTTOM OF EXCAVATION I I x W CONCRETE CAISSON I I I I I I I I I I I I J PER SCHEDULE z w EPDXY COATED SOLDIER I I I I I I ( g U BEAM PER SCHEDULE' I I I I I I w w 5i 1O O2 O3 O4 5O O6 O7 8O 9O 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 PERMANENT SHORING ELEVATION - WEST WALL *HIS ELEVATION EMAXI ES: *HIS THE MAXIMUM CUT HEIGHT AS NOTED SH2.1 SCALE: 1" = 10' ON THE SOLDIER BEAM SCHEDULE ON SH1.0 ** EMBEDMENT LENGTH PER SCHEDULE IS THE MINIMUM EMBEDMENT LENGTH AS NOTED ON THE SOLDIER BEAM SCHEDULE ON SH1.0 i / 21Q 14 15 13 16 _ ZQ D 12 17 c� 10 3 Q SH3.0 1 19 9 P. SH3.0 20 7 21 6 2� 5 "' TIMBER LAGGING PER ELEVATION 22 / . 1 SOLDIER BEAM PER SCHEDULE \ , 4 SH2.1 ,- CONCRETE CAISSON PER SCHEDULE - 23 2 3 GJ 1� z \ 24 � ( ( 1 \ \ i ( ( 2 PER SHORING PLAN - WEST WALL SH2.1 SCALE: 1" = 10' Ivo, 4e 4 ¢r ERR- W� gp CAL lFOR��� SH2.1 m`s CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS—BUILT APPROVALS DESIGNED er. DRAWN er. CHECKED Br. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. I Ad I HL DESCRIPTION: 2.5" BRASS DISC IN THE N.E. CORNER OF INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SHORING PLAN FOR. DRAINAGE CURB INLET PUBLIC WORKS DATE: FEB. 14, 2018 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 LOCATION: EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH HAMID LIAGHAT DATE 13573 -G OF INTERSECTION WITH EL CAMINO REAL PLANNING 1 •1 7 . : 4363 JESSE 0 C STO R MA SKU CASE NO. 15-320 C D P /SUB C RECORD FROM: CITY OF ENCINITAS MC -38 REVIEWER 1'� q eJ► uZA i 3 j/�Zp� A P N: 262-080-30 ELEVATION: 37.52' DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR HAMID LIAGHAT, S.E. EXP.: 6130118 DATE DATE SHEET7OF8 i f O c� ?o � I a C, N M W O N O 2 O J O V V T i J J J it Z n u n Y Y ¢ 1 Z u Y J n°o na >a n `n V Cc J Q