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2017-13573 G (Plans) (2)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 UNES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ALL GENERAL UTILITIES SERVING NOTES THIS SITE SHALL BE INSTALLED UNDERGROUND SHALL BE DONE IN ACCORDANCE NTH THESE PLANS. 1. ALL WORK 2. THE SOILS REPORT TITLED GEOTECHNICAL IN S ATIN - PROPOSED S.F.R. PREPARED BY VIN IF & MIDQ FTON N ANF RIN IN .. DATED 1 1 6 PROJECT#JA 140-P SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WTHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NTH 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 WI IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A UCENSED 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 NTH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR.TQ-.HAUUNG 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 NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH 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 WIN 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 NTH 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 NTH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 16. ALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL IN ACCORDANCE NTH THE GRADING ORDINANCE. HE 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WT14 THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WTHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE WRING 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 NTH 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 14ORNER 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 CCNTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SMRMWATER POLLUTION CONTROL POST CONSTRUCTION RMPAMP 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 WTHN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED 8MP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REWIRE 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 NTH STORM WATER REST 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 DEMPSTER 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 DISCHARGEDINTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REWIRED 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 OW14ERS 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 - EDGE - (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 SNGLE SOURCE DEVELOPMEW CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS. CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax -ZI ATE PUBUC ODOR PLANNING Stever Nowak 8/23/21 CHRISTOPHER L. MAGDOSKU DATE !�[ EXP. DATE: 12-31-19°Fayy44L(As JOB 6': 16-140-P « °- xa CE 1!J COMPANY: VINJE & MIDDLETON ENGINEERING. INC. DP. tT-s-19 z ADDRESS: 2450 AUTO PARK WAY 4raRcHW,°� PHONE: 760) 743-1214 or CAUL STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 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 NTH 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 PUBUC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMNATION 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 ELY FRO THE NEGUGENT ACTS, ERRORS, OR OMISSIONS OF THE EER ENGNAND HIS/HE NITS OR, R MPLOYEES ACTING WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLO N NO ARI G OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: 5� 9-� j OGAN pepFE35/pm_. COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC. 310 VIA VERA CRUZ 4205 ADDRESS: X rs PHONE NUMBER: 780-510-3152 RCE EXPIRES: 12731 /2019 carom EARTHWORK crva STEEPEST EXISTING NATURAL SLOPE ON -SITE _ 2 H: 1 Y; ' OF aA, MAXIMUM VERTICAL DEPTH OF CUT = 11-FT. MAXIMUM VERTICAL DEPTH OF FILL = 4-FL. CUT = 1,400 C.Y. FILL = 600 C.Y. EXPORT = Boo C.Y. REMEDIAL = 1.200 C.Y. NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT INCLUDE SPOILS, SHRINKAGE, OR SWELLING. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.000 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 5580 SOFT INCREASE IN IMPERVIOUS AREA: 4580 SOFT IMPERVIOUS AREA REPLACED: 0 SOFT TOTAL AREA OF LAND DISTURBANCE " 22,580 S.F. / 0.52 ACRES OWNER'S CERTIFICATE GEOLOGIST HASY CERTIFY THAT A BEENREGISTERED SOILS BEEN OR VALE BE RETAINED O SU PERVISE UPER OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES. DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH 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 JOR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR IC E ENTS. //�� SIGNATURE: DATE: Z�Ip SHEET 1 KENT ORNER SHEET 2 SHEET 3 3 2a SHEET 4 SIGNATURE: DATE: 4e SHEET 5 KIM 0 E SHEET 6 SHEET 7 SHEET 8 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. "GREENBI 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 .............................................. ❑ EXIST. CONTOURS ............................................... 190 i 7T�J PROP. BUILDING .................................................. PROP. RETAINING WALL ........ ...PER PLAN.,.. PROP. GRAVEL DRIVEWAY ................ PROP. CONTOURS ......................... PROP. SPOT ELEVATIONS ................ eo . . . . . . . . . . . . I . . . . . . . . 18` WIDE PCC SWALE.......................................... . - KEYSTONE WALL .................................................. PCC BROW OTCH...................... D-75.......... .......... :> b b PROP. SIORETENTIOU.. ......... ................... .e< SHORING WALLS..................PER PLAN.................... =l4wwm0www4wjm@I KENT HORNER 1244 BERRYMAN CANYON ENCINITAS, CA 92024 1244 BERRYMAN CANYON ENCINITAS, CA 92024 AEIiL 262-080-30 MEGA PARCEL 1'OF P.M. 20782. 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 N VICtNITY MAP T.B. PG. 1157-G2 BMP PROJECTS STATUS W=A lI:T7 I PUBLIC WORKS I PLANNING DIVISION ( PARKS AND RECREATION I O.M.W.D, I ENCINITAS FIRE DEPARTMENT DATE: 7' 1 r 11 E/ R.C.E. NO. 39721 EXP. 12-31-19 APPROVED: 0 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 1 3573-G CASE NO. 15-320 CDP/SUBC APN:262-080-30 cur r J w R:\Pro ieds\5894 - 2/12/2018 10:30 AM 220 215 210 205 200 195 190 185 ISO APN 2627080— e M NO. I.P. W/ OISC RE-ROUTE "LS 5871'� %PCC E SING A RESIDENCE doTO REMAIN l e 22 OU ytC V F�II. �e . 2' I.P. e 4. 4 .. COND 4 d P 4 e 4 C7 Io5.-r.+1- v6 Mi �6 SECTION THRU HOUSE r VERT. & HORIZ. SCALE: 1"=10' E3 EXIST. 4- SEWER LATERAL, PER 1C 8" I.E.=175.36 4' I.E: 175.69 �3 S LP. W/ CAP n ', 'L5871 TYPICAL ALL, 4NTERIOR ANGLE PqN = g � �L 4W) EXISTING RESIDENCE A TO REMAIN PAR 2 PM 0782 d THE GRADE OUTSIDE THE BUILDING DETERMINES BUILDING HEIGHT, SO GRAVA SPACE SHOULDN'T MATTER. 220 215 210 205 200 195 190 185 180 PER 4 d 'ra 11 Ir V. F\ �(E) SLOPE 11/ PCC •J,. WORK TO BE DONE: tO INSTALL NEW PCC BROW DITCH PER D-75, TYPE "B" AS SHOWN. IN DITCH AS a3 BIORETENTI ASIN PER DETAIL SHEET 4. A=AW S.F. F.S.=187.0t. ZZQ O4 INSTALL 3-FT MAX. ROCK/BOULDER LANDSCAPE A . ® CONSTRUCT MASONRY RETAINING WALL PER DETAILS/SPECS PER SHEET 3. INSTALL KEYSTONE WALL PER FCC -ES REPORT "ESR-2113." O INSTALL 18" WIDE P.C.C. SCALE OR AREA DRAIN SYSTEM OR EQUAL BEHIND KEYSTONE WALL O 0.5% MIN. O8 PCC BROW "J" DITCH PER DETAIL THIS SHEET. O DEEPENED FOOTING PER BUILDING PERMIT. SHORING WALLS, S EETS - d11 6LI EASEMENT LEGEND: © EXISTING EASEMENT FOR ROAD AND UnUTY PURPOSES PER PARCEL 4 OF GRANT DEED REC. 8-25-1993 AS DOC. NO. 1993-0556369, O.R. G °H EXISTING EASEMENT FOR PUBLIC UTILITIES GRANTED TO SAN DIEGO GAS & ELECTRIC PER DOC. F/P NO. 3344% O.R. REC. 02-26-1963. © EXISTING EASEMENT FOR ROAD & UTILITY PURPOSES PER DOC. ` `t REC. 3-22-1971 AS FILE NO. 54587, O.R. °M EXISTING EASEMENT FOR UTIUTY 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 O TOP OF WALL • BW = FINISH GRADE O BOTTOM OF WALL (NOT TOP OF FOOTING) • TF = MIN. ELEV. O 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 SHEETS 3 & 5-9 PCC BROW "J" DITCH NOT TO SCALE • ALL UTILITY SERVICE LINES SHALL BE CONSTRUCTED UNDERGROUND. N 20 10 0 20 40 SCALE IN FEET SCALE: 1" = 20' RANCHO COASTAL ENGINEERING & SURVEYING SPiGLE SOURCE DEVELOFASMT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS. CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax g O U N LAI 6 U O O _J Q W N M DATE BENCHMARK AS -BUILT APPROVALS W ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. N p r23 21 OFSCMVIUH: •'' ac xU x ,x x. route ar pRuxAeF INT. DATE PL 5 PREPA UNDER SUPERVISION 0 W Z Z / � RECOMMENDED: APPROVED: GRADING III PLAN FOR: W r.MrR xuT 0 /!�j � UXATMhEf SM aF WACHE5IM AYE 0.1 MILE MEII 9E DOUGLAS E. LOGAN DATE PUBLIC WORK$ Ste^ 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 L1373-G zw iHrEear_tpx Nix a ciAmo RFAI PLANNING NA --- ((((JJJJ CJ R.C.E. N0. 39726 JESS /� CHRIST' HER L. MAG SKU CASE N0. 15-320 CDP/BURG zx REM Fpxl: cm of Vl=m .Fxc-3e Stevt,Nowa.k� 8123121 REVIEWER JQO --- ENGINE E%P. 12-31-19 F� 3 ZO/� APN: 262-080-30 w D- WVAnox: 37.52' oiTUII WYnefi CHRISTOPHER L. MAGDOSKU DATE INSPECTOR MT --- DOUGLAS E. LOGAN DATE DATE SHEET 2 OF 8 i R:\Projects\5894 — Horner\5894—GPO2.dwg 2/12/2018 10:29 AM 4-FT OR LESS WALL NO SCALE NOTE: WATERPROOF Lk SUB -DRAIN PER DETAIL THIS SHEET DEEPENED F007ING ADJACENT TO BIORETENTION. NO.1 DESCRIPTION I APPROVED I DATE 4' SC- 5.33' WALL _ .( D NOTE: WATERPROOF ds SUB -DRAIN PER DETAIL THIS SHEET S> SPECIAL INSPECTION NOTE: SPECIAL INSPECTION RFPOR7 1O1N/'flLE IN THE ENGINEERING DIVISION DATED I'ZZ -I "I CVInISE'�f=�1 l WALL NEXT TO MUSIC ROOM 3 NO SCALE NOTE: WATERPROOF 4 SUB -DRAIN PER DETAIL THIS SHEET -�i DATE RETAINING WALL NOTES/LEGEND • IF = TOP OF FOORNG. CONTRACTOR TO ADJUST, IF NECESSARY. • BW = FINISH GRADE 0 BOTIOM OF WALL • TW = FINISH GRADE 0 TOP OF WALL • ATW = FINISH ELEVATON O ACTUAL TOP OF WALL • I'm = 1500 pal • rc = 2500 psi • USED TYPE 'M' OR 'S' MORTAR CEMENT • SOLID GROUT EN71RE CMU. MASONRY CONSTRUCTION TABLES 1704.5.1 AND 170443 SHOW DETAILED INFORMATION REGARDING LEVEL f AND LEVEL 2 SPECIAL INSPECTIONS FOR MASONRY CONSTRUCBON AND WHETHER DONTNUOIIS OR PERIOD INSPECTIONS IS REQUIRED. SUB -AREAS UNDER MASONRY CONSTRUCTION (SEE SE07ION 17O54) ARC' • VERIFICATION OF SIIE-PREPARED MORTAR, CONSTRUCTION OF MORTAR JOWTS AND LOCATIONS Or REINFORCEMENT AND CONNECTORS • VERIFICATION OF Siff AND LOCATION OF STRUCTURAL ELEMENT$ TYPE SIZE AND LOCATION OF ANCHORS INCLUDING DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS; FRAMES OR OTHER CONSTRUCTION • M*XATION OF SPECIFIED S12E GRADE AND 7TPE OF REINFORCEMENT • VEPoFYING WELDING OF REINFORCING BARS • W RFW PROTECTION OF MASONRY DURING COLD OR HOT WEATHER • VERIFYING PRIOR TO GROUTING TO ENSURE GROUT SPACE IS CLEAN AND PROPORTIONS OF 97E-PREPARED GROUT • VERIFYING GROUT PLACEMENT IS IN COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS • PREPARATION OF ANY GROUT SPECIMENS MORTAR SPECIMENS AND/OR PRW • VERIFICATION Or COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONS7RUC110N DOCUMENTS AND THE APPROVED SUBMITTALS NOTE EXCEPTIONS T AND 2 THAT DISCUSS GASS BLOC( USES AND MASONRY FOUNDATION WALLS CIKFILL LIQUID BOOT OR APPROVED EQUIVALENT. 2 CLEAN SAND 84CKFI.L: MUST HAVE SAND EQUIVALENT VALUE Or 30 OR OREA7ER: CAN BE D049FIED BY WATER JETTING COMPARED TO 90% J. FILTER FABRIC MIRAR 14ON OR APPROVO EOUIVALENT 4, ROCK. 1422 CUBIC FOOT PER LINEAR FEET OF PIPE OR % TO O4• (INCITES) ROCK. 12• EDE X 18• DEEP 5. PIPE 4• (INCHES) DIAMETER PERFORATED PVC. SCHEDULE 40 OR APPROVED ALTERNARVE WIN MIMMUM OF 1%GRADIENT TO PROPER OUTLET POINT (PERFORATIONS DONN). WALL SUBNDDRAIN DETAIL - NOT NO. 39721 EXP. 12-31-19 APPROVED: SPECIAL INSPECTION MASONRY CONSTRUCTION (IBC 1705.4) Item r iierl inailrl row Am Fronrr, Ja Review material ceNBcates, mix ❑ Continuous ® Periodic Verify that materiels Portion to the requirements of designs, teal results and construction the approved mnssuction documents. Mix design, procedures test results, material certificates, and construction procedures should be submitted for review. Mortar mix desigrre shall conform to ASTM C 270 while grout shall conform to ASTM C 476. Material certificates shall be Provided for the following: reinforcament: anchor, ties, festerrere, arid metal aaeesories: masonry units; mortar and grout materials. Construction procedures for ookPeealher a hohvnathe construction stall be reviewed. AS CONSTRUCTION BEGINS TABLE 1.19.2 TINS-402IAC1530.11 : Proportions of ekaycpered mortar ❑ Continuous ® Periedfo Verify that mortar Is of the type and color specified on the construction documents, that it conforms to ASTM C 270, and that N is mixed in accordance with Article 2.6 A of TMS-8021ACI SWA. A1. Canstruabon of mortarjokds ❑ Continuous ® PerbWe Verify that mortar joins comply with Article 3.3 8 of TMS4102TAC1530. 1.11. Grade and also of prestressing [3 Continuous ® Periodic Verify mat praetressi tendons comply voth Amtla tendons and anchorages 2.4 8 of TMS-602/ACI 630.1-11 and that anchorages, couplers, and end blocks comply with Article 2.4 H. location ct reinforcement, ❑ Continuous ® Periodic Verify thal reinforcement is placed in accordance conrectm, aid prestressing with Article 3.4 of TMS-002/ACI 530.1-11. tendons and anchorages Prestressing tendons shall be placed per Article 3.6 A Prestressing technique Con*M ® Periodic Verify Bled Prestressing technique complete with Article 3.613 ofTMS8=ACl 530.1-11. Properties of thinbed mortar for AAC ❑Contkuare ®Periodic Verify thou mortar complies with Article 2.1 C of masonvy I TMSE02/ACI 530.1.11. PRIOR TO GROUTING ABLE 1.19.2 TM8-44021ACI 530.11 : Group space 0 Continuous ® Palonic Verify mat grout space is free of moor droppings, debris, loose aggregate, and alma deleterious materials and that cleanouls are provided per Article 3.2 D and 3.2 F of TMS-0802(ACI 530.1-11. CoMbwous Inspection Is required for Risk Category Iv buddingti Grade, type, ad size of Condn ®Pedodk Verify that reirticrcemenl joint reinforcement, well relnforcarnera and anchor bolts, and sea, anchor bola and Veneer ancimm campy Win prestrouing tendons and the approved constriction documents and Section anchonapts. 1.6 W TINS 402/AC1530-11. Placement of mirdorcement, ❑ Continuous ll Periodic Verify mat relnfaroernert, jam reinforcement, well connectors, and prestressing lies, anchor bolls and veneer anchors are Insured swWois and anchorages in accordance with the approved construction documents and Articles 3.2 E, 3.4, and 3.e A of TINS 80VACI 530.1-11. Ca dinuous inapeamn is required for Risk /V burkmoss Propatbrre of sfts_" aed grout Continuous ® Periodic Verify thal grout is Proportioned per ASTM C 476 and Prestressing gram for boded and has a slump belwan SAI Inches. Self. Versions consoli fated grout shall not be proportioned "it& (Sea AHWW 2.6 B and 2.4 G. t.b ofTMS 8WAC/ 530. 1-f 1) Continuous impaction re recruked for Risk Cam0ow imortern Corniniction of mmterjdras ❑ Continuous ®Periodic Veiny mat ale Meted th race I q R rolnts 1-11 vA81 ArtiCb 3.3 B dTNIS 802/ACI 530.1-11. DURING MASONRY CONSTRUCTION: Site and location of structural ❑ Continuous W Periodic Verify me locations of stnicturel elements with elements respect to the approved plans and confirm that tolerances meet the requirements of Ancls 3.3 F of TMS 602/ACI 530.1.11. Type, size, and location of anchors, Continuous N Periodic VerBy clot correct anchorages and connections are acluding omen datans of ancho age provided per the approved plans and Sectors of masonry W structural members, 1.16.4.3 and 1.17.1 of TEAS 40VACI 530-11. lmmes, or other construction. ConLkwous kupeclim is required for Mak Category V bull yledl of reinforcement Continuous Pededk Preparation, tonebudbn, and ❑ Continuous ® Periodic Verify that cold -weather constriction is Performed W protection of masonry during cold accordance with Amos 1.8 C of TMS 602/ACI weather (�40°F) or hot weather 530.1-11 and hot- athsr construction Pa Article >00° 1.8 D of TINS 81530.1A 1. Application and mearuanem of ® Continuous ❑ Periodic prewheasing force Placement of grout and Reatnssing ® Continuous ❑ Periodic grout for bonded tendons is in compliance Placement of AAC masonry units and - ❑Continuous ®Penlodk Verity that mortar le placed in acaxdarrp vath construction of thin -bed mortarjoints Article 3.3 B.8 of TMS-602JACI 530.1-11. Observation of grout specimens, Continuous l9 Periodic Confirm that speclmenstprlsms ale performed es mortar specimens, and/or prisms required by Article 1.4 of TMS-SOUACI 530.1-11. Continuous Inspection Is required for Risk Category IV buildi MINIMUM TESTING: Verification of Slump Flow ad Visual ❑ Continuous N Periodic Compressive strength tests should be performed in Stability Ind" (VSD KK self. accordance with ASTM C 1019 for slump flow and consoliftinno amut ASTMC 1811 for VSl. Verification of rat and fora Continuous ® Periodic Delermirm the cornpreasive strength for each wylhe by the 'unit strength method° or by the °pfsm test method' as specified in Article 1.4 B of TINS 802/AG 530.1-11 prior W construction For Risk CattBBppooryry IV buildings this should bat versed at every 5,0001'of mahuctron. Verification of proportions of 0 Continuous IN Periodic Verify that proportions for mortar meet ASTM C 270 materials in prembed our pre-EMded and proportions for group meet ASTM C 476. This mortar and grout applies W Risk C• A/buAdingsonly. 1wpFE55/pQ4 RANCHO COASTAL = ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT ♦ f Ctvl1. �4 310 MA KRA CRUZ, 1205 d a Cu1.•10 SAN MARCOS, CA 92078 (750) 510-3152 Ph / (760) 510-3153 Fax 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 1 3573-13 CASE NO. 15-320 CDP/SUBC APN:262-080-30 r i 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 W1TH 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 RESPONSIBIUTIES. 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, MOD, 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 (750) 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. NO.1 DESCRIPTION I APPROVED I DATE SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL S. UTILITIES TO MAINTAIN MINIMUM 5—FOOT SEPARATION BE CONSTRUCTED ACCORDING TO THE STANDARD WHEN PARALLELING WATER SERVICES. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 6. MINIMUM HORIZONTAL SEPARATION OF 10—FEET 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 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 ^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- CURRENT STANDARDS AT THE OWNER'S EXPENSE. ,l 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. j i IN (10 CM) 3. ATTACH THE FILTER FABRIC TO ELM PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT—OF—WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE THE WIRE FENCE AND EXTEND IT 4. BACKFILL AND COMPACT THE INTO THE TRENCH. yr n r �•11=111 IhI � I �_ 1 I=JL�Ii.--AIL 1L J =.11�11=.II = 11=11 SILT FENCE DETAIL NOT TO SCALE ORIFICE *CONNECTION OF 4" W/ PERFORATIONS ® INVERT PERFORATED PIPE TO 30" A.D. BOX. ALONG LENGTH OF BASIN SEE ORIFICE PLAN MEW DETAIL THIS SHEET. GRAVEL BAG CHECK DAM GRAVEL BAGS 3 BAGS HIGH (MAX,) 2 BAGS HIGH (MIN.) LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE RETENTION BASIN DETAI 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. - I REVIEWER I JUUI--- 1 LOGAN DA>E, ireimo18 R.C.E. N0. 3972C EXP. 12-31-19 APPROVED: NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE, NOT TO SCALE N 20 10 0 20 40 SCALE IN FEET SCALE: 1" a 20' �'tor SS/aM� �Q�•" E � f z h *' C �cns ar CIVIL •�f al' CAo1 RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMEE.N'T CONSULTANT 310 MA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 113573—G CASE NO. 15-320 CDP/SUBC APN:262-080-30 U Z 2/12/2018 10:26 AM SHORING GENERAL NOTES w 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 BESET BACK MINIMUM OFTEN 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.SH:1 V aACKFILL PASSIVE PRESSURE: 324 PCF 48W PSF MAXIMUM PASSIVE SPACING: ACTS ON 2 PILE DIAMETERS SEISMIC LOADS: SEISMIC LOADING: 25 PCF (INVERTED TRIANGULAR DISTRIBUTION) STRUCTURAL STEEL 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'-0" INTO THE STRUCTURAL CONCRETE CAISSON, AND THE BOTTOM 4'4)". 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 A36 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-0 IS PROHIBITED. B. FILLER METAL USED IN ARC WELDING SHALL BE IN ACCORDANCE WITH TABLE 4.1.1 OF "STRUCTURAL WELDING CODE - STEEL- (AWS D1.14)0). THE MIN. TENSILE STRENGTH FOR FILLER METAL SHALL BE 70 KSI. 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 TCi3000 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. S. 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 [IN 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 6. ALL REINF. STEEL SHALL CONFORM TO ASTM A515, 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 FIRAARCH (NORTH) PRESSURE TREATED FOR GROUND CONTACT AND SHALL BE GRADE MARKED p2 OR BETTER. 2. ALL PERMANENT LAGGING (AND LAGGING ABANDONED IN PLACE WHERE COVERED BY SHOTCRETE) SHALL BE TREATED IN ACCORDANCE WITH AWPA U7 (COMMODITY SPECIFICATION A, USE CATEGORY 48) USING'PRESERVE ACQ' (ALKALINE COPPER QUATERNARY) PRESERVATIVE SOLUTION. WHERE GROUNDWATER IS ENCOUNTERED 1. CONCRETEIGROUT 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 V 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 V 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'. 3.2B PRIOR TO DRILLING ACTIVITY, THE GENERAL CONTRACTORIOWNER 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 114" 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 INSPECTION$ 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. INPECTION FREQUENCY RTFERENCE FOR TESTING& INSPECITON CRITERIA ITEM OF VERIFICATION AND INSPECTION f PROJECT SPECIFIC CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE REFERENCE 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL & COLD -FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO - x AISC 360, SECTION A3.1 2203A.1 CONFIRM TO AISC 360 S. FOR OTHER STEEL, IDENTIFICATK)N MARKING TO CONFORM TO AMICABLE ASTM MATERIALS ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION - x DOCUMENTS. STANDARDS C. MANUFACTURER'S CERTIFICATE TEST REPORT. - X REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CONCRETE CONSTRUCTION (CBC T-1705.3) REFERENCED CBC PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD REFERENCE SPECIFIC REFERENCE S. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2 1908.2 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR ASTM C 172 STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, X - ASTM C 31 1910.10 AND DETERMINE THE TEMPERATURE OF THE CONCRETE. ACI 318:26.4.3, 26.4.4 T. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR x - ACI 318: 26.4.5 1908.6, 1908.7, PROPER APPLICATK)N TECHNIQUES. 1908.8 REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS (CBC T-1705.8) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC PROJECT SPECIFIC REFERENCE 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND x ACCURATE RECORDS FOR EACH ELEMENTS. 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE X - END -BEARING STRATA CAPACITY, RECORD CONCRETE OR GROUT VOLUMES. 3. FOR CONCRETE ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. 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 SUBSTITUTE FOR, THOSE PERFORMED BY THE CITY'S BUILDING INSPECTOR. TO BE 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. RRGTESSION-�„ NO. OF CALO PERMANENT SHORING SCHEDULE Beam Callout Beam Size Permanent Cut Height(ft.) Embedment Length (ft.) Total Drill Length (ft.) Caisson Dia. (in) 1-3 W14x30 5.5 14.50 20.0 24 4-5 W14x30 &0 15.50 21.50 24 6 W16x31 6.5 16.50 23.00 24 7-8 W21xS0 8.5 19.00 27.50 30 9 W21x57 9.5 20M 30.00 30 10-11 W21x83 11,5 24.50 36.00 30 12 W21xSO 8.5 19.00 27.50 30 13 W16x36 7.5 18.50 26.00 24 14 W16x31 6.5 16.50 23.00 24 35 W14x30 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 W21xS0 8.5 19.00 27.50 30 23 W36x36 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 SI(d21A/6 SIEc.LAL_ IAb'f�C+TlI?/J 'RbPO(�T o.V flLb (AJI'TN EN6(A)GM%k1G DPASIO.Ai PREPA11I 8Y V & M ENGINEERING DA-rbl> 8/18/2021 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 SCOPE INSTALLATION OF A PERMANENT SHORING WALL CONSISTING OF STEEL SOLDIER PILES AND WOOD LAGGING CHANGE No. I DESCRIPDON APPROVED I DAIS I BENCHMARK AS -BUILT APPROVALS 5 u r. MAKN UT. 1 GNc14r r. ENGINEERING DIVISIONAPPROVALS CITY OFENCINITAS- PUBLIC WORKS DEPARTMENT DRAWING NO. SRN 1 8123121 DESCRIPrI0N:25 BRASS OISC IN THE KE OOMFR OF INT. DA7E PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: APPROVED: SHORING PLAN FOR: ORNNNE CURB INET tt em�IAGHAT'k, DATE PUBLIC WORKS Nq _.. 1244 BERRYMAN CANYON, ENCINITAS, CA 92024 13573-G LOCAnON: FIST SIDE OF LINICHESIQt AIE. 0.1 MILE YJIAH HAMID LIAGHAT DATE PLANNING Ci INIER�CIION Mm EL rNANO RJL �N'A -- �� CASE N0. 15-320 CDP/SUBC RECORD FROM: COY OF DNONTAS D1C-3B SteVPiNOWG.I✓ 8(23621 RENEM72 UGO --- 1 1 �__�j���� HAMID LIAGHAT, S.E. Fro• Rhn/18 7TATE APN:262-080-30 4NFFiSnFR ti 3 � M I • SHORING PLAN - OVERALL SH2.0 SCALE: ," =10'-0" QpOFE551p'\' ��` DF CpL1F� 71 r=1-1047U900 T.O.W. TOP OF WALL B.O.W. BOTTOM OF WALL B.O.S. BOTTOM OF EXCAVATION EMS, EMBEDMENT H HEIGHT U.N.O UNLESS NOTED OTHERWISE (E) EXISTING SYMBOL OSOLDIER 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 MINIMUM OF 5'-O" 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 CALL: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED OAIE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OFENCINITAS- PUBLIC WORKS DEPARTMENT DRAWING NO. SRN 8 23 21 DESCRIP110N:2.5" 8P,L58 UK IN I NZ CORIIER OF TNT. I DAIS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SHORING PLAN FOR: pfWNAGE axm INETT,J, �saQ 8/4//21 LOCAMN:W SIDE OF 5fEx .11MMIESOVM HAMIDLIAGHAT DATE PUN S cis ING NA ___ tTM+W !� aa4gz•Q 1244 BERCASEN CANYON, ENCINITAS, CA 92024 13573-G Steve,Nomak. 8/23/21 RENEB£R JOo --- _ - �( CASE N0. 15-320 CDP/SUBC RECORD FROM: CITY OF DIDWAS DIC-J8 APN: 262-080-30 ELEVAMON: 37.52' DATUM- NAVD88 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR MT --- HAND UAGHAT, .. ENP.: 6130118VAILSHEEi6 OF 8 192'-0•x ROCK RETAINING WALL BY OTHERS ROCK RETAINING WALL BY OTHERS 24 SPACES @ W-0- O.C.=192'-0'x 4X12 WOOD LAGGING PER DETAILS, TYPICAL U.N.O. T.O.W = T.O.W.=199.50' T.O.W.= T.O.W. T.O.W.=198.50' — _ _ iB8III.59 T.O.W. C T.O.W.=196.50' T.O.W. — B.O.W.=193.00' FINISHED GRADE IN I i _ B.O.W.- 18300 FRONT OF WALL _ BOTTOM OF EXCAVATION I i w CONCRETE CAISSON o PER SCHEDULE ( I I I I Z i EPDXY COATED SOLDIER I E y BEAM PER SCHEDULE _d - ( I I I m w m Ell fa w I Oj 02 00 O5 6O 70 80 09 10 11 12 13 14 15 i6 17 16 19 20 21 O 23 24 25 PERMANENT SHORING ELEVATION WEST WALL ELEVATION NOTES: H IS THE MAXIMUM CUT HEIGHT AS NOTED $H2.I 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 / / 21Q 14 15 13 16 ZOGj 12 17 g4 1e 10 i 3 S SH3.0 1 19 6 p, SH3.0 \ 20 7 21 6 �0 5 TIMBER LAGGING PER ELEVATION 22 1 SOLDIER BEAM PER SCHEDULE \ 4 / SH2.1 /i E / l CONCRETE CAISSON PER SCHEDULE 23 2 \ 24 %9 c \ \\ 25 F t \ i1 PERMANENT SHORING PLAN -WEST WALL J SH2.1 SCALE1" = 10' - `' A W��hoPE�? pT4 Ir✓�' E e Ab CALIF SH2.1� CHANGE NO. DEXRIP180N APPROWD DATE BENCHMARK AS —BUILT APPROVALS CRAM BY- HECKBY. ENGINEERING DIVISION APPROVALS CITY OFENCINITAS•PUBLIC WORKS DEPARTMENT DRAWINGNO. N SRN 8123121 DESCRIPTM:2S' BASS DSC IN TIE N.E C M W WT. ]DI PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SHORING PLAN FOR: ORNNDGE arm INET :.1. - 6/4//21 13573-G Pueuc W1xws gd>F��t424ifl 1244 BERRYMAN CANYON, ENCINITAS, CA 92024LOCATION: FAST SIDE OF MN1117H &R AYE 0.1 Mu: rouunl HAMID LIAGHAT DATE PLANNING NA ,Q ���� �!INF%EC ON NM D cw«ND REA "''!S�""` NO.: 4363 CASE N0. 15-320 CDP/SUBC stT v�Nowak a/2s/2T RENEWER oo ;-z zo/g APIA: 262-080-30 R yAnpN yj;62 PAT �Rjy�pypg� CHRISTOPHER L. MAGDOSKU DATE INSPECTOR HAMID UAGHAT, SE EYP' 6/L/18 A SHEET70FO r