Loading...
2016-13169 G (Plans)RIGHT OF WAY NOTE UWNEH IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 4B 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. DR41NAGE 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. 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 "SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE 464 CHESTERFIELD DRIVE CITY OF ENCINITAS G UPDATE TD SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE 464 CHESTERFIELD DRIVE CITY OF ENCINITAS." PREPARED BY SOIL TESTERS P.O. BOX 1195 LAKESIDE, CALIFORNIA, 92040, DATED JULY 11, 2014 & FEBRUARY B, 2017 RESPECTIVELY. 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, ANYTI-0NG DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO EXISTING CONDITION PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730 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 46 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.13169-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 OPERA TION. 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 EMEDIAL 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. CHANGE NO EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHAD MESTLER (310) 575-3301 EXT 801, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STOFIWATFR POLLUTION CONTROL POST CONSTRUCTION BAP/III NOTES I. 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 ANO DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY, 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BAP 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. B. 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. SAN DIEGUITO WATER DISTRICT NOTES• 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES` STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE, 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. IMPERVIOUS AREA PRIOR TO CONSTRUCTIO 1,621 SF IMPERVIOUS AREA AFTER CONSTRUCTION 9,t79 +F INCREASE IN IMPERVIOUS AREA: 6,058 SF IMPERVIOUS AREA REPLACED: 1,621 SF DESCRIPTION APPROVED DATE BENCHMARK WOf9wt ? DESCRIPTION• PT. 1041 EN1 �6VS 1:0 - LOCATION: 2" IRON PIPE 0.5 A EVATION.• TUM: NA SCALE HORIZONTAL: WA VERTICAL: _ N/A AS -BUILT BRIAN MICHAEL ARDOLINO SIN I JK S2 REVIEWER I INSPECTORI S 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 STUCCQ 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 FOP 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 NET 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 5TURED MATERIALSN 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 STOAMWATER 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 BE AVAILABLE TO E ERYOONE WORKING ON SITE.CINITAS STORMWATER P�HE PROPERTYLLUTION TOWROL NER S)I SHALLREMENTS THESE D THE PRIME COMR� ES 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.--jN.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 SMLL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 2770. NOTIFICATIONS I. 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. STEEPEST EXISTING NATURAL SLOPE [NW -SITE = N/A M AIM M VtNI LAL ui-_H N of .eLm.: MAXIMUM VERTICAL DEPTH OF FILL: LOT 19. 7.3' LOT 2a 7.3' LOT 19. 4.3' LOT 22. 4.0' LOT 20.' 7.3' LOT 23 9.1' LOT 20: 3.5' LOT 23. 2.0' LOT 21: 6.8' LOT 24., 8.6' LOT 21: 4.8' LOT 24: 2.5' CUT = 2,500 C.Y. FILL = 0 C.Y. EXPORT = 2,500 C.Y. REMEDIAL = 310 C.Y. Au•lh•zoI �/ )`� DATE OWNER HELVETICA CHESTERFIELD 22, LLC CHAD MESTLER 5927 BALFOUR COURT, SUITE 208 CARLSBAD, CA 92008 (310) 575-3301 EXT 801 SITE ADDRESS 2172, 2176, 2180, 2184 & 2188 GLASGOW AVENL ENCINITAS, CA 92024 APN.260-412-17, 260-412-18, 250-412-19 LEGAL DESCRIPTION PARCEL B AS SHOWN ON CERTIFICATE OF COMPLIANCE NO. 02-061 AS EVIDENCED BY DOCUMENT RECORDED SEPTEMBER 2, 2003 AS INSTRUMENT NO, 2003-1069344 OF O R VICINITY MAP NOT TO SCALE M OWNER'S CERTIFICATE W I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED Q 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 OWNERS AGENTS, EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK ORCONSTRUCTION COVERED T HE, -PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE P VAT PROPERTY OR PUBLIC EASEMENTS. i SIGNATURE: _ - DATE: 5-1Gl - I7 HE,rune nuee : STEPFIEE9 22,-�9-�- fnnL , �-�-C VAN i �' ES L.A��► TA�8E�2, 57�t7e' R41 t'tAQJIEHf �A SOILS ENGIN MRS CERTIFICATE sO '9EACW, U Ato-11 ___ L I, ------ A REGISTE CIVIL ENGI� 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 OV Z_Z/�/1 -- AND FOR AN UPDATE ON _ z - £ - / 7 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. 7 Q�,pFESS1O,Va CHIN C. CHEN DATE o Cvil r RPE NO.: C34442 EXP. DATE: 9130115 r No. CO3.4442 m i 5 EXp.9�" 7 SOIL TESTERS P.O. BOX 1195 LAKESIDE, ��`9lFOF CA 92040 CALN a (619) 443-0060 i JOB #: 1167D3-14 STATEMENT OF ENGREER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE ORPROFESSION. 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 SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE -COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFO BY E SIGNATURE. DATE., °17 BRIAN MICHAEL ARDOLINO Q�pFESSTpN PASCO LARGT SUITER & ASSOCIATES �p HAEC 9 ql 535 N. HIGHWAY 101 SOLANA BEACH, CA 92074 (858)259-8212 ACE EXPIRES. 12-31-17 o NQ. 71651 0 ,�,� Exp. 12/31/17 Zo I raw LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 pleaengineering.com CIVIC I BMP PROJECT STATUS I STANDARD FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT BRIAN MICHAEL ARDOLINO DATE S N DATE - a__Y�t�SLl- 117 q_ ' f - Z s�lT q, SIGN N DATE AIGN --`-� -� �Ait E GINEERI IVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DATE -•� R.C.E. NO.: 71651 EXP.: 12-31-17 DATE G -8-� 7 DATE �W r 11 7 2172, 2176, 2180, 2184 & 2188 GLASGOW AVENUE HELVETICA CHESTERFIELD 22, LLC APN: 260-412-17, 18, 19 131 fa9-G PLANNING CASE NO. 14- SHEET 1 OF S PLSA 2232 ADTES I. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY POST -CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR LEGEND FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. ® o PROPERTY LINE 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL ( - RIGH MEASURES SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING T OF WAY LINE \ 0 _ �� WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR - \�- PROPOSED SETBACKS STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS I - WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, MATCH EXISTING AND SPILL CLEAN UP TECHNIQUES. BUILDING _ ,.. GARAGE D.AR .- 9.4 TW MAIN LEVEL 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- \ t 226.88 Fs APN. 2-Al2-,1,4- _ _ PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ( APN: 2 412-30-00 ��� �8.5 6 ®FG ! APN. 4 GARAGE LIMIT ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH 227.05 FS OC�1T10N-0 ; 227.9 FS ,. W� 13-00 .� PROPOSED RETAINING I IX. 4 ACP WATER MNN 227. [ , 228.0 FS ! 227.8 FS WALL AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE � IXIST. SURVEY � • -- � �. ." :. COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED �•• -' -�_: � t SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING I TO '_ � r „ .y=>. s>' " EXISTING CONTOUR LINE IN CONTACT WITH p pp NE THE STOCKPILED MATERIAL. ROTECT IN PLACE 226.00 F5 FL •d: •y, • y>; 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAINS ��' �'• � � � ,'. ' •' � • . - ...... - •� .-.... CENTERLINE OF SHUTOFF �): ° -' ........ - ., ter„ e^ ENT ROAD DEVICE �. -. - •. . , WHICH WILL DISCONTINUE :. • :. _ ... - . .. . - , - . ' : .. -� . . ' ' . - - INUE IRRIGATION IN THE EVENT OF RAIN AND IF P` THE SOIL IS 0 ;, .•)--s.. , q. t _ .:.::: - . 228.7�TW f �- PROPDSED FLOW LINE IL IS SUFFICIENTLY SATURATED. ,�; �- - �- ': ` _ a F.., rk a Z27.7 TW®FG ENC OACHMENT, MAI NANCE, & � • � " ' "� +" ` y NTF - .. ,... z --- ✓ -;��y x' ,`v,-' M s� - REM VAL:.. _ r „ _a'"> u. 6.8;$W�FS - PROPOSED STORM DRAIN INLET 5. THE PROPOSED IRRIGATION SYSTEM WILL 8E ROUTINELY INSPECTED AND ¢ COVENANT,FOR PERVIOUS I • z. r .; -. � � -; -� , 3 s„<�=, " MAINTAINED� x; , TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR PAV�RS WITHtN THE;PUBLIC R.O.W. �. �. ' - � -' � " - ._ _ _ _ - _ - - _ w SURVEY PROPOSED STORM DRAIN a ,y.=) v''MO UMENT TO MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE � s �, _r' .. f „��.,,.' "z -.., , z„- , - EVENT THAT ANY IRRIGATION PIPING D DDCZ2a� 0)A(r�'13 * x „r� pR DEVELOPS CRACKS, LEAKS OR SAWCUT LINE * �• � �,n� �;�st ��''".�` a. � � r BEAKS E ;* � .: ;). * , �� `� , ,h -., � ,>�, .s-.. S TECT IN PLACE S 22 PROPOSED SEWER REPAIRS WILL BE ARRANGED F ! = * %��' �� .v) � : ,K LATERAL FOR AND THE IRRIGATION SYSTEM WILL EITHER BE MATCH IX '�_ . � * � '_ �`�'' ==�`§ � ; : •. N �, * * .` �` '• •= =� - * _ '' i _' ->, �`��� � '� �...; , * ----WW PRO � P05ED SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKENREC/ °• ra. * � * * ! � "_ ~ -� t ' �+ '' � ' � s �' 2 28. .7 TW®FG WATER LATERAL AND METER OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. I � 225.81 Oi HT CURB '' ; r`�-:. * �� * I : ; .'_' � �• - - �; ' ' � . �. �. <"'�: Y ... . r- ,�'�-.v;?;t-Y � ; � _ 7 .. Y r 6 a: • I. a 7 .. _� `.22622 . BW�EX -- F,. :. , 3 wy,,.}` T '* *• - -...Y- _ •('ti,• ' � , , Q•: ,. :.,- I .8 IE .� .v,, is-. -... :�:.•. :7.- PROPOSED PCC PAV _, �t-• j ► . R. , j(3= `, , * �'�:-- -: x: FS' ': � .. � I - --•- - - EVENT < r ll..-, .i. * Imo. '* .- r ,b. �I -. 1. _ if � Jam. �,i� �� ate'.- ,,.- d: ": .�, 7 _ .` � - ri -•P 6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF � y5^� (C -` �S .- I h�! '.K 1 Z * J S 1 , :r l .FG� I I' .� ..i \*, •* :' �-' z DRAINS SHALL DISCHARGE ONTO GRASS ; . I : t, -: ;`: t .� ,- / , . � ,'�' - ` , •._ , � * _ . > C " : '` `' � _,•.�: , * : I t .•:....::::::.•.•..•: . AND LANDSCAPE AREAS PRIOR TO 12 5.72 FL , .,;; �, _ � : . S I I (, * + s , . ,. �;- _�. * .i n �.. I i* PROPOSED PE COLLECTION AND DISCHARGE ONTO THE STREET• f `; ' : I • ' z i *` * t PERMANENT BMP AREA AND/OR INTO THE PUBLIC STORM � >t�c � .:. ,. , � ' T` �•'= � :M_ r... -' . ", x 9 226.25 TC xf; L® r. ,-: * I•. DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER a�' �� J* s • ' � I * �r-� ; _ - , Jrr: , I � �•.e. - � I i * �; - .� �- P - / �,-,_.. / II * * Z , * * *� 1 fi ,: Il,� , - OPOSED PERVIOUS PAVERS POLLUTION CONTROL SHALL NOT 8E MODIFIED WITHOUT A PERMIT FROM THE CITY. *� 22:IG II ]�a• {jII{ 24 .4' I * f1• -' ,- �: * 9F Ii �i•,` - M i - I I 7. - i OWNER TO OBTAIN 10.0 {� T r _ pi 227.7 1W FG PROPOSED jR S;� a.'7.. _>t�,'_•;,;^. - „ /' . •,' °` ' I -..F �' \ * /'t 3';')R. ss e„ s t AC PAVEMENT N A CONSTRUCTION PERMIT FROM THE ENGINEERING I 1 .0' DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF t0.012 WAY. / i23TW PAVINGSTONE, INC '� -r * . .. . ..._, r ...:-, -+�. �• II ( `' .__, �; -� .� tea.. � * 22$ • `� .: � FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE � I ;229.9 TW®FG .; � � *� Y �� .. � -_ �-'. - .. ,p.;;•$ Iti I ��,b� � � W - PROPOSED 2" OVERLAY C�* It �"..:� :� :4 v , . ems, I * *� RAMIE TRIPPLE COBBLE -� AND DOUBLE PERMIT FEES- IT IS THE AESPQNSIBLIBITY OF THE OWNER TO KNOW 226.5 BW@FG " e PAVERS ORE . i */ 0 (TYP.) , ( � iF , WHERE THE LOCATION OF THE PROPERTY LINE IS. ="_% - ° ` 9- i t`I a-•;� ;/ * II I 230.0 TW 229.9; FG -I-F,1 I a' * * I _'I I V * ROPOS BIOREfEN110N PROPOSED SAWCUT LINE B. I ' F, .:X.. .,i. '"-a. �.r.. •. '� III .... * I IK ...t .-:>7 t ,i.;t' .'i• 3. r „-r gJeY.r -'tir-' ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND I j i 225.E BW®FG ~Y ,� 31 F PROPOSED SUMP AND PUMP 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY i PROPOSED MASONRY i'� = 228.2 TW * 9 GF V * *i "` `t * ., SHORING FS * 4 * EE 0 NG PLANS FINISHED SURFACE LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A 'MINIMUM OF 5 FEET $�, si. 230.2 GF=f E} I I i �� GF_2 - REf. WALL 5k MAX III N' 121.3 IE �, �� 1 �� 1• I 229.5 TW AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. I 225.8 FG 10 227`'�2 TWOFG �I III * i 2 .4 TW®FG 221.1 A•1 728.4 TW®FG I i 1 * * MI �21.6 Fes(, I I * * I FG FINIS i _) I r{i 9tlMP'dtf@IiAIP TRENCH ;2 $rN S I . I 22 VMS 9 BW®FS * I 229.2 TW�IX FINISHED GRADE 10, EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER - 231.8 TW i < `' MN 4. \ L !, 227.7 BW®FG 1 230. TW2 TW r °` II II * I W f'I * * * \ LINE ( I x JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL s ; I ti i _ ,+ ✓= I IE I I I I * * I° \ 229.4 TW I 5 B IE 1227.9 BW®FG�' * INVERT ELEVATION EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER € ( = �r 218.3 IE '(` III 'N' I ' I I 222t.4-TW FG - 1 m i ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM N `• 225.42 FS PROPOSED ' PROP SEb C �' PROPOSED I � I I 223.9 BW®FS DOWNSPO Q, Yam- PROPOSED FENCE r CURB W ALL & FENF" II t�` y I PROPOSED PER ARCH G ( P:� ; PER ARCH. DWG. FF FINISHED FLOOR LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO 8E FOLLOWED TO ENSURE `' r. BIO ON BASIN 4 7�'`, ttp NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER o i f; : ° :: PER AR . D1i(G: " I 225.33 FL Y - '1a•`„ Ii i '.,I '� 228.4 G I I ® BIORETENTION IN#5 I iu ( ) QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS,,- ' ROPOSED FENCE 228.4 FG APN: GF GARAGE FINISHED FLOOR e - 313:3 x6 :. B I SF ii 11 'PER ARCH. DWG. 128 SF II -dam "f 260-4-12-20-00 COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE � - j I 230.0 TIN _ TOILETS OVER A PERVIOUS SURFACE.) . 1 , . 229.9 TWMFG I ,r 2 ' _1.' '.. ,° : AP : - - -00 f w > ,. .. ii I = ,. 225.8 BW® _ ; '" : .£a_ : :: 260 462-18-00 �I ,.I -I ,. ' .;: +L , :ay II 17 w 6 12-19-00 '; 229.5 TW 0' SITE CONSTRUCTION NOTES 11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. I �. LOT 23 6 24 �8 2 P I I FG ,I128. L O 22 1 91� 28.5 TW®IX 1 EXISTING BUILDING AND DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS ' a 225.86 TC ' >. ` 3 ' 9.0 TW® I i I I 0 i i27.7 BW®FG �2 ❑ DECKING TO BE REMOVED ' t II 1 R yr - II II ° 20 AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES ! \ 0 225.8 FG rz ; I ;zr.'# '� ' GARAGE FF 221.90 I I „ 12 226.E BN�FS I 6.6 B FS APN: 60-412-19-00 I' 2 EXISTING SANITARY SEWER LATERAL SHALL BE IDENTIFIED ON THE SITE PLAN- MOST COMMON MEASURES APE FF•=230.53 ;; ; z, ' t FS 226•Z FF_230. 0 226.5 TG AP : 0-412-1 0 ,2 I' REf.,WALL PLUS FENCE HT. ❑ ��..yy BASEMENT FF= 220.93 II �; 226.1 TG BASEMENT F 20<.:.. i Z 9 226.E MAY NOT IXCEED 6 (TYP.) DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM € 3 ` \ ` V ' ` " - ' I LU 1 IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR J 230.0 TW I_ BASEMENT PAD=220.26 I ' ; - s ' 219.0 IE - FS 226.6 LOT 20 I 0 PROPOSED SANITARY SEWER LATERAL ' l ,. 21 IE µ" - "` p _ GARAGE FF=2P,1. 80 II 226.5 G BMP S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS F ' 1W 228.7 FF=230.20 -- 218.6E ® DISTICT TO ABANDON EXIST LV 229.9 TW®FG I I I- 5 SYSB , GARAGE F� 221.80 INC WATER SERVICE AT OWNER'S EXPENSE '( v 5 SYSB FF=2"30.20 TW®FG 228.5 I I i i IW i128 f APN' 260-41 P-19-00 I BASEMENT FF=220.80 PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS ' ® 225.8 Bw®Fc s r ` . ` ) "� I' 8W®FS 22s 2 cn Fs 2zs.s BASEMENT FF-220.80 C ❑5 DISTRICT TO INSTALL 1" WATER SERVICE AND DUAL M WITHOUT A CITY PERMIT, 4" h r -' I TWM fi LOT 21 ,w BASEMENT 'PAD=220. 0 BASEMENT PA = 230.3 TW ,r • Ilan METER PER ' I f 230. FS SUMP &PUMP I 226.5 TG PRO SED MASONRY WAS WS-09, WC-17 AT OWNER S EXPENSE 229,9 TW®FG i I I � h r ,� u 219.0 IE` " vj I I t I I BW�FS 229.9 iWOFS GAAFF FF=222. 20 230.0 FS ; 230.5 TW E SE ROOF DRAIN NOTE.' FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF -'f.LI F 230.60 RETAINING'W € . 228.6 BWOF$ Fh I ,'�'^ "'22^ 0 TW q ) II i FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO I f- ' ' 1 TG _ s. BWgFG I "` 18.6 IE ' I` 225.8 FG " �' '' �` 2 4 TG SEMENT FF=221. 2_.- i I 'r - , ; : 230.5 iW®FS Qn1 PER SDRSD C--2-- © PROPOSED PERMEABLE PAVERS PER T COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM co ri `° TWOF1Ge fir- `'�' J r I 2" BW®FS � • YPICAL SECTION SHEET 3 DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER f LjjI 229.7 TG ,- j n "' i}T 7 IE P `4 ' BAS ENT PAD=220 r a _ - 5 SYSB PROPOSED PERMEABLE P -JI _ �,f h� 229.4 IE 3 �G} 20;5�FS z 4' pt. •: - 22,98 TG i �'I 229.5TW ` 2 _ �� AVER DRIVEWAY P POLLUTION CONTROL SHALL NOT 8E MODIFIED WITHOUT A PERMIT FROM THE CITY. 218.7 IE •, ..-"_�-� 2 8 IE r _ _ 2� it � -� & PER ARCHITECTURAL PLANS ! TG m , - 230.5 TW _• 22✓� �TG� s { � 8.3 t . i I 228.8 TWOFG '` t+'s �' t 2 / I I B 230.0 TW v , ! 2 IE 25. 8 3 s T ` ' t l ; , ❑ PROPOSED MASONRY RETAINING GRADING NOTE. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE C, r t ; 218,5 - t _. 2 1 TWOFS € �N {"� MIX :> NING WALL TYPE 1 PER SDRSD C-1 APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS I : 229.9 TWOFG ; � M<, i � \ .�-f , � � � �-'�" ,TWA22�.a , -�, .�^ �' - . 225:0-$W®FG 230.5 TW / 229.8 TGs ': 226.0 TW ; ,ems 1 .. .. .. 230.5 TWOFS ; ; 9 PROP ANTICIPATED A5 A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF € 225.8 BW®FG,'�_, II �-'._, y r ; 227.81E ,- I ❑ PROPOSED MASONRY RETAINING WALL TYPE 5 PER SDRSD C-5 I' I [ ' I 229.0 TW®FG F 3 -128.3 iiM�FG I I .' <fit f 228.1 BW®FS 2, 223.5 TW THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE 225.02 FL I #' r; `� 226.0 Tw #,]I 9 BWQFG I I z 225.0 TW®FG 2 5. ' fW _ a- .' 26 223. = ,1.1 10 ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR .. ;_'o: 227.4 BW�FS - rl• 'j? 224.5 BW�FS -- ,0 r 5 TW�FG ___�I ❑ BIORETENTION 226.0 Mutt; • - BMP AREA PER DETAIL, SHEET 3 TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE 225.5 FG = Y - TG •� PR OSED -2 -2 _ > I; ' :: ' .`q .- . 224.0 TW 2` a -: r ,<.:< 220 •. `I I,_ - • � � .�� 230.4 TG r- • - •• . � .� 24.5 TW®FS .% dW�fS 9.�1W+OFG- - - -._ _ ADJACENT PRIVATE �, - " .' . q - 220.E BW®FS = �t"r `' 2 - R6 WALL �I v z21.1_:13l - , �, PROPERTY THAT HAS NOT BEEN GROUNDS OR AUTHORIZED IN WRITING AND !EX EDGE OF -' • `e - - p 218.9 IE 41 224.O.TNI®FG ` ; 3 4„ 3.5 BWOF 223.5 i1N I 6.4 BW®EX 27 11 INSTALL MODIFIED TYPE G-1 CURB (4" CURB SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE �• I PAVEMENT 225.4 TW -:•: �� .. --TL .0 FG � • � � �, _ '. � � •• - , ;..• , .-, .. .t BW ) 21 223.E TW0FG 230.D ES i'I 228.21TW 30.5 F5 228: 228.0 �TW®FG 12 NOT USED PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. _ ..-�- -_ , �� 220.7 BW®FS 228.8 TW 1 224.4 BW®FG � .0 I I ` >t � ,.► 22d�1 T6` - ... '�,� - .:• � FG !.4 TG . - +.: 22C�0 TW �.:�I' 22E.3 BW® FDA' DEFT. ADTFS` 229.0 TIN�FG ---- _ •7S • A * * • •'0.5 .� c 13 MODIFIED ALLEY APRON P r w ZZ 0 TWMF - 226.O,1W 228.8 1WOFS L Y PER G-17 229.0 TW 3 2245 BWBFG --- - _�__a 219.1 IE', * �� Q 219.4 IE i t ; �44 - :7 BW I 225.7' -225.7 BW®FG f 1 i1 ��� 19 1W®FG I ® INSTALL 3' WIDE CONCRETE RIBBON GUTTER 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL 225.5 TW®FG 224.4 TG - ;"� 9 1 �� CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 '�' � 225.5 BW�fG � 224.B TW _ -' � '* R2 � 22.€l 4•'TG `',r� =•- 1 ,�� 219.0 k # - 219.4- 224.5 TW®FG ' - ;; � 22 � �IW�FS , _ � 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT 20 20 , 222.2 BW�G 222.2 F 4 I (�I £ + - �•. ®F 4 227.E TW 20.3 IE � 2 iG u - -2 ^ THE IMPOSED LOADS OF NOT LESS THAN 75000 POUNDS AND SHALL BE 4 ' i 224.6 TW 222.0 may. v f - 5.3 TW®PG'� i f� 6 �- < I SITE WALL STUCCO COLOR NOTE.' '{ LOTS 19 & 20: 'ZIRCON"- SHERWIN WILLIAMS COLOR 7667 PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEATHER ' `� I Q° 4*5 - � j -.�,,, �,- _ ..-_ �` - � - ' ' ' 1�' / 224.5 TW�FG z DRIVING CAPABILITIES. AMENDMENT 503.2.3 3 _ � )" � 222.2 BW®FG 219.2 IE 'Xt3_"_ PCC fir" * * '; ��' 6 , -- -• � - 21$.9 IE �_ I � LOTS 21 & 22.• "SNOWBOUND" SHERWIN WILLIAMS COLOR 7004 � LOTS 23 & 24: "COLONNADE GRAY" SHERWIN WILLIAMS COLOR 7641 it r FLUSH CURB r .r. �� . : ^ 81.2 TW 3. THE GRADIENT FOR A FIRE APPRATUS ROADWAY; THIS GRADE SHALL NOT © 224 96 FS • TC � • �=- �' 224.2 TG -' (lYp) � ,, Nf+ r, � ,£ •••• `� ' , 6.0 FG �. ,, , EXCEED 20%. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE % " '' ul I TRASH ENCLOSURE NOTE CURB 19.3 IE`` --22#5 FS-, _ S 224.5 :,®- I APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. -- 2 ;2 MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE ^ ' "' ' ALL TRASH ENCLOSURES ,.tp �� - �{ -..r- 7F, .. - , d l r :�. -A- - :�: .t;..- ?;. �.r,' r +sty •ti s.`. ,. j y�,� ., (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION .�� y <.. - _ _ TO HAVE VIEW OBSTRUCTING GATES OF•.......",-3�,,,,•,,,, .,-...,..k. h. :. i^, _ i' . "Y} , ''Sl -...v1 , , F. A'.' ,'.J `+,t.L' . A; ,y - "." OF �V��� EQUIVALENT, TO ENCHANCE TRACTION THE ENTIRE LENGTH � - � = _, r 'r �• _, ;=:,� .° , r 4 t w„ . 228 0 TW®FG �. EASEMEN1 OR PUBLIC TRASMON TO f > t r ' ' f f ) STREET R.O. `�tECDRDED SAWCUT LINE 224.79 224.E TW 0 I r r r I % f 1 _ s r FG ` 225 O TW 0 HT CURB 226 ¢ ]1NNr 22604E f 1r26 TW1 i i 2t14.58 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR MATCH EX 224.E TW 2250, pY61 , 26 TW�F� BE f2E 0�!EQ f. FS/TC(0 J o 224.5 TW®FG 225,d . TyV�FG' - f , I M TO f ! t t f ' t , 28.0' M r 0 - , t t .# ` I 224.5 TWMFG / R=20.0 N222.2 BW�FG r i r 1222.5 BW®FS / BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. DOC:- ,222.2 TW®FG 4;5' BYV�FS^' 224h; / 0' � 5 BW G 3 221-BW6�F9 t / f r` r 'f ZZ�.Q� TVYgFG r = 438 FS 222.5 i 224.59 BWiF$ I r294• F6` s - 2 4' f5' f ' r EDGE, t { +; f ' ' , LINE SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE `"21.5 BW®fS 226.0 TW ,• f f t f f f ; f ,r ! t I 7 r �r, , p t ' BW�FS ''- , . § 0 tY�. 1 f I , 1 MONUMENTATION 8Y A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL REC: \ t t s' % t , t , , .4 T1N t I ; ) F'PVIyITp %26OZ . , ; , } I , MATCH E s fS�TC(O"j 225.0 TW®FG V 1 I f d! f t I �7 !, s. %' 2,t^6:O'Tl� O s` 1 /� ENGINEER AUTHORIZED TO PRACTICE LAND SURVEVING, A CORNER RECORD I `.' d 220.8 BW®FS 17 t t r f , ,, / ' 'r / f t `' (_ -t 7 ,1 i f t f �` 'f ?'L :3'TVIMEG % 1,' j' Y�O.�s t <2 �: TWQr6 f t r 24.5 WO f , t t t t % t ` 224.49 5 OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE ! o N t * t ; r t f r f < , t t I s ' I , , 1 4�, t124$ BYVVQFG r f , , , . LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS �,'' N 216. { - ! ? S3 I i ! ' "r -/..I t r 1 % , ;' ! / ` J I / / % t E " ' % : r r r i i 1 f : ! �• 6 f f ! fr� _ 3-SSIH l rr F' f) rt- f 1t ff6 fr 16]s��tt7 Ij'/1 fr`� REQUIRED BY THE LAND SURVEYORS ACT - - - J ` , f EJ(,i55rI A107E TO CON7 TAf.TOR � r'"s: f1 fr <f: .Li, / IX. SEWER CO t (/ f t t / f i r' ' / f F1( EDI;E)�Ff UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON ` TO REMAIN t 1 , r , ` t ! '�G7' • f f ' s t t ! 1 t ` s f t ' r f I \ EX fi WATER PER SDWD WO 62-16 t j' f' s f / ; f t f i i 7,; ire s i f t ,° , I t! r' t t f r r j t i f✓/ 7 1 I' f .I IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND I VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO t �/� 11 FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING I Illy MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF of { > WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN Ipµ7 r� N G 7 xw d 22 2 € LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. 21 I 4 a" t r F` MAWA CALC&ATION _ ! a °- � f 6 �, DF� � A GR055 LOT AREA =15,006 5F P° , { � r ¢ �5 f REPRESENTS ^ PPR - • A O�IMA°I"L L_L1` � ; -� _ ..� �,„.,,-. _ ,...--�.-••- `` ' -= f A eil' DF CUFB DRIVEWAY .- r TOTAL AREA EXPMFfi=14,238 5F DRIVEWAY FROM MAWA CALCULATION GRAPHIC SCALE 1"=10' TOTAL LANDSCAPE AREA 42.9x0.62x7663 = 20,42t3 ETO TREE PROTECTION NOTES TREE PROTECTION NOTES CONTINUED.. PROTECTIVE TREE FENCING NOTES PROTECTIVE TREE FENCING NOTES CONTINUED... EXISTING TORREY PINE TREE SHALL BE PROTECTED IN PLACE. B. EXCAVATION. ANY APPROVED EXCAVATION DEMOLITION OR EXTRACTION FENCED ENCLOSURES SHALL BE ERECTED AROUND TREES TO BE PROTECTED. AT LEAST TWO FEET AND AT NO MORE THAN TEN -FOOT CENTERS. A TWO -FOOT FESS 0 1.0 20 30 ADTE -- SPECIAL DILSPECTIQN F1Ei�i1D1t OF MATERIAL SHALL BE PERFORMED WITH EQUIPMENT THAT IS PLACED THIS WILL ACHIEVE THREE PRIMARY GOALS (1) TO KEEP CROWNS AND WIDE' ACCESS GATE FOR TREE MAINTENANCE QRO ION A. ROOT SEVERANCE. NO ROOTS GREATER THAN 2 INCHES IN DIAMtTER OUTSIDE THE TPZ- HAND DIGGING, HYDRAULIC, OR PNEUMATIC EXCAVATION BRANCHING STRUCTURE CLEAR FROM CONTACT BY EQUIPMENT, MATERIALS AND FE SHALL A INSTALLED. TREE O npEL q� PRIOR TO OCCUPANCY, FINAL INSPECTION RELEASE OF SECURITIES, AS-BUILTS, AND/OP SHALL BE CUT WITHOUT APPROVAL OF EITHER THE CERTIFIED ARBORIST, APE PERMITTED METHODS FOR EXCAVATION WITHIN THE TPZ. ACTIVITIES,' (2) TO PRESERVE ROOTS AND SOIL CONDITIONNOES SHALL BE ERECTED BEFORE DEMOLITION GRADING OR CONSTRUCTION GRADING PLAN SIGNOFF, WHOEVER MAY COME FIRST, THE ENGINEER OF RECORD DIRECTOR OF ENGINEERING SERVICES, DIRECTOR OF PUBLIC WORKS AND NON -COMPACTED STATE AND; (3) TO IDENTIFY THE IN AN INTACT BEGINS AND REMAIN UNTIL FINAL INSPECTION OF THE PROJECT. "WARNING" SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS DIRECTOR OF PLANNING AND BUILDING, OR THE DIRECTOR OF PARKS AND C 1 EAVY EQUIPMENT. USE OF BACKHOES, DITCH -WITCHES, STEAL TREAD SOIL DISTURBANCE T5 PERMITTED AND TPZ IN WHICH NO SIGN SHALL BE PROMINENTLY DISPLAYED ON EACH PROTECTIVE FENCE. THE PASCOACTIVITIES ARE RESTRICTED UNLESS SIGN SHALL BE A MINI" OF 8.5 INCHES X 11 INCHES AND CLEARLY m � z zL�IRET SUITEk THAN 10,000 SF. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE RECREATION. TUNNELING UNDER ROOTS IS THE APPROVED ALTERNATIVE. TRACTORS OR OTHER HEAVY VEHICLES WITHIN THE TPZ IS PROHIBITED OTHERWISE APPROVED 8Y THE CITY ARBORIST OR EITHER . No . m PRIOR TO EXCAVATION FOR FOUNDATION/FOOTINGIWALLS, OR GRADING OR UNLESS APPROVED BY THE CERTIFIED ARBORIST DIRECTOR OF ENGINEERING PUBLIC WO � THE DIRECTOR OF STATE THE FOLLOWING. ENTRY PROHIBITED, TREE PROTECTION ZONE T m 71651 a r•,•I p ENGINEERING FIELD INSPECTOR. IF 10,000 Sr OR MORE OF IMPERVIOUS SURFACE IS CREATED, WORKS, DIRECTOR OF ENGINEERING SERVICES SERVICES, DIRECTOR FENCE SHALL NOT BE -REMOVED" HIS rs Exp. 12/31/17 & ASSOCIATES THE PROJECT SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR PURPOSES TRENCHING WITHIN THE TPZ, ROOTS SHALL BE SEVERED CLEANLY ONE- SERVICES, DIRECTOR OF PUBLIC WORKS, DIRECTOR OF PARKS AND OF PARKS AND .RECREATION OR DIRECTOR OF PLANNING AND BUILDING. OF STORMWATER QUALITY TREATMENT AND SHALL COME INTO FILL COMPLIANCE WITH THE FOOT OUTSIDE THE TPZ TO THE DEPTH OF THE PLANNED EXCAVATION. CREATION OR DIRECTOR OF PLANNING AND BUILDING. IF ALLOWED, A CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS BMP DESIGN MANUAL. WHEN ROOTS MUST BE CUT, THEY SHALL BE CUT CLEANLY WITH A SHARP AOTECTIVE ROOT BUFFER IS REQUIRED. ALL WORK WITHIN THE TPZ REQUIRES APPROVAL OF EITHER THE CERTIFIED S'Tq CIV11- Q 535 North Highway 101, Ste A, Solana Beach, CA 92075 SAW TO SOUND WOOD AND FLUSH WITH THE TRENCH SIDE. ALL TREES TO BE PRESERVED SHALL BE PROTECTED WITH FIVE FOOT TO ARBORIST, THE DIRECTOR OF ENGINEERING SERVICES SERVICES, T1E SIX FOOT HIGH CHAIN LINK FENCES. FENCES ARE TO BE MOUNTED ON TWO- DIRECTOR OF PUBLIC WORKS, THE DIRECTOR OF PARKS AND RECREATION OR � OF Ch% ph 858.259.8212 1fa 858.259.4812 1 plaaengincering,c®m INCH GALVANIZED IRON POSTS, DRIVEN INTO THE GROUND TO A DEPTH OF DIRECTOR OF PLANNING AND BUILDING. CHANGE N0. DESCRIPTION APPROVED DATE BEN CHMARK SCALE •r ®WY �° IQEVI�I®l01S Z zt' DESCRIPTION.' PT,�041 ENC-41 AS -BUILT G DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT RMA • LSMENGINES _2N 10/2 /20 LOCATION: 2" IRON PIPE 0.5 MILES N. OF - %f'° i PLANS PREPARED UNDER SUPERVISION OF REco AP OVER: GRADING PLAN FOR: CHESTERFIELD AND 10 FT. WEST HORIZONTAL: _?'-10' - OF GUARD RAIL ON N.BOUND 101 RECORD ii ROS 18416 VERTICAL: N/A - - -1 '1 •2 BRIAN MICHAEL ARDOLINO DATE ) DATE: j- _ 2172, 2176, 2180, 2184 & 2188 GLASGOW AVENUE ELEVATION. 73.612' R.C.E. No.: 71651 HELVETICA CHESTERFIELD 22, LLC DATUM.' NAVD88 _ S2N S2N 10 27 20 BRIAN MICHAEL A OLI'NO 12-31-17 EXP.: DATE�8� APN; 260-412-17 18 19 � ' REVIEWER INSPECTOR SENIOR ENGINEER DATE 41q,h7 PLANNING CASE N0: 14-168 DA/PMW/COP DRAWING NO. 13169-G SHEET 2OF8 PLSA 2232 ram. �► �.� ►: ►! ► 7 1. LWD ANAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORD OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DU?IVG OR AFTER CONSTRUCTION. 2. ALL CESIGAL MATERIALS, AND COVSTR LETION WORK SHALL CONFORM TO THE LEUCAOIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REOUL1 MENT•S OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN300K) AAD THE REGIONAL STANDARD DRAWINGS; MOST CUNT EDITIONS. IN THE EVENT OF COFL.ICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY Gq193S AND OSHA CONFINED SPACE ENTRY REOU EMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWO AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WOWMAAISiIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LAD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWO PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINDMLM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWO DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UM)ERG90LM UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DOtF IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWO IVSPECTM OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SERER MAIN UN-ESS OTHERWISE SHOW AS APPROVED BY LWD ON THE PLANS. 11. A 2-RACE HIGH "S" SHALL BE INSCRIBED ON THE CURI3 FACE ATEACH LATERAL. LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WINE SHALL EXTEND LP TO A 2" COPPER TAG TIED AND SOLDIERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING "GRADE WITH FINAL LOCATION JUST SOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13, ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR LETTER LOW PRESSURE AIR TESTED AN? TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LAD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW COMECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYE$ MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MAMFFACTUED WYES. FOR INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO INSTALLATION. CUT -IN SHALL BE DEAN AND NOT EXCEED MARLED OUTLINE OVER ACCEPTABLE LIMITS DEEMED BY LWO INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS SHALL BE REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING S-32 TYPE II REPAIR. FOR INSTALLING NEW MAMJIFACRM WYEa STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN ENO PIPE SPOOLS M4TC1-RING TIE ADJACENT EXISTING PIPE MAY BE USED FOR .INSERTINGWYES INTO AN EXISTING SEWER. 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL COMECTIO'NLS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD !DRAWING S-32. IF NECESSARY DURINNG THE LATERAL CONNECTION WORK, LPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNd.STHEAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT LPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY ANO BYPASS EQUIPMENT WITH FCAL-TINE MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC S REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REOUDISC1ITS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE TH OROUJGHL Y (LEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S). THE REPAIR COUPLING & ALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COLJPLM SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COLPLDTGS SHALL BE AS MANUFACTURED BY PH PIPE ON EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR CF PLAIN END VCR TO VCR' A R OMAC DVUSTRIESti INC. STYLE 501 COUPLING O4 EQUAL SHALL BE USED. FOR C0NWCT1a%G OF VCP TO PVr, A RMC INDUSTRIES INC. STYLE RC 501 REDUCING COLFLIVG WITH MATCHING INVERTS, OR APPROVED EgUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COLPLTNG BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A53Ci GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BODED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SOR PER AS7M D2000 M34710, COMPOUNDED FOR WATER AM SERER SERVICE. ALL MRJTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEPS. 20. FINIAL. APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER Si;ALL RESLEMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY 044 GES REQUIED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWO DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. AaA4 ENT PROPERTY DISTLFBA CE ADTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT CE ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM 7TE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUJBMITTED TO THE CITY PRIG? TO START OF ANY SUCH WORK. ANY DISnMANKE ON 71E ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUJ MITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT LNNTIL THE REOUI?ED PERMISSION IS OBTAINED. AURTMVAL NOTES 1. EROSION CONTOL MEASURES (E.G. BODED FIBER MATRIX VEGETATIVE COVERT JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICA&E TO PREVENT BOIL EROSION DN SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING. FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGBENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALM DEGRADATION DOWNSTREAM (E.G. CONXWTE OR STUCCO WASHOUT AREAS COVERED STOR46E AREAS FOR HAZARDOUS MATERIALSL PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY COMEECTED DPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STUN RUNOFF GENERATED AND CONVEYED VIA DPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAWL DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SLBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUREL NES ARE AVAILABLE AT CITY HALL (505 S. VUJ -CAN AVE_ EhCINVITAa CA 92024) AND ARE APPROVED AS PER PC RES. 2006-27. r �' •'f f Of r' r r 7 1•' ,7f f 1 t• •-•I 1f • '•f ra r f/ f' SOIL i i �rYt _4�._WT>= BELOW x -: ' i'-•_i i >-.'-� i _.-. £ ° �.A.._.; I F....-....� I-?.-4 I i..--i I i x ', e IS...._....`.;- 7 IF i it x i sU 1ss- * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP `SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COWPOST OR HAR?DWOORD MULCT{ AND 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR O& ECTSt AND ALSO FREE OF NOXIOUS WEEDS. N* 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM C1F 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL BIORETENTION AREA DETAIL THE COMBINED FENCE ABOVE PET WALL - SHALL NOT EXCEED 4' WITHIN THE FIRST 15' OF THE PROPERTY. BEYOND THAT THE COMBINED RET WALL & FENCE SHALL NOT EXCEED 6' IN HEIGHT FG 227.8 TW 228.8 LIGHT WELL FS 220.6 BA S! HF I ,, WATER METER BOX PER WS-0; 4" 1, 1/2" TO 3" ANGULAR ROCK AQUA-BRIC OR APPROVED EQUAL NOTE PAVER INSTALLA71ON SHALL BE PER MANUFACTURERS RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY.,PAVER SEC71ON IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 L OS 20' INSTALL CITY APPROVED R VOID FILLER - 1/8' TO 3/8" (NOO - PAVER WITH 3/8' VOID BY AGGREGATE IN VOIDS ORCO AOUABTIC OR CITY APPROVED EOUIV 6" X 16" PCC FLU51! 1" TO 0 pf t/!"�-`AI64itE4A1L' CLM OR G1EBIEAED G-1 CURB\ \�� CHOKER COARSE - 2` THICK OF '4 3/8" TO 1/2" 00.57) CRUSIfD ROCK K MIN 6" THICK OF 3/4' -. .-a :.:. • • ..: .: .. DI S ED ROCK -REFER TO a' MAMJACTURER S SPECS. 4` FOR THIOV ESS FOR FIRE APPARATUS (H-20) Y LOADING - IF APPLICABLE SOIL SLBGRADE PERMEABLE PAVER DETAIL NTS PCC OVER 611 MIN CR0SHtD­RbCK pi V r� DRIVEWAY TYPICAL SECTION NOT TO SCALE -- PROPERTY LIME EX. AEIGH6OR WALL PROTECT IN PLACE, FOOTING DEPTH & ORIENTATION LJNKADWN. CONTRACTOR TO VERIFY. t NEIGHBOR S RESIDENCE M..V W SECTI �� C Ir I.7 (EG qV MODIFIED SDRT.SD C-2 r RETAINING WALL FOOTING TO BE INTEGRAL TO LIGHT WELL u TEMP. SHORING REFER TO SHORING 20,1 ., t.0 r :1 PROPERTY ALLEY PROPOSEI PERVIOUS PAVER ALLEY 20" GL•ASGOW AYE TYPICAL SECTION NOT Tb SCALE 5 R 12. 250 - 12 pq i �• . ROPOSED £ 1 -; } PCC11 DRIVEWAY TYPICAL SECTION NOT TO SCALE Row --�,,j DASHED LINE RESENTS 227.5 FS 229A TW EXISTING ICONDITIONS 229•4 FG TOP OF PROPOSED 227.4 FS M 23 TG SSRSO C-3 WALL FS 227.8 BIDAETENTION BASIN 228.4 FG •' ...-i' -(' - il 1Y Pei.. - 1 �mj. =! :-dam s i.., ,- ir'" i k i': SEE SSECTION ABOVE {'jX, CROSS SECTION A ---_ _-NTS PERVIOUS PAVER 15' 3� PROPERTY LINE - RIGHT-OF-WAY 2q VARIES i ,PPRK S DEPTH INSTALL 4 AC OVER INSTALL 6" PCC 6" CLASS II AB (MIN) RIBBON GUTTER ALLEY TYPICAL SECTION NOT TO SCALE PENCE 6" HT CURB PROPOSED RESIDENCE FG 230.1 PROPOSED RESIDENCE FG 2292 FG 229.7 o ogWESS,10 f # # U 01 m No.71651 -' ter;,,, , �:�i�,��-`.•'.��- -,,'..; ,- � r ;�,��,___�.�a y..0c1c Exp. 12/31117 CIVW CROSS SECTION B �q� Qr• CA�F�� NTS PASCO URET SUITER -1 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 ( fx 858.259.4812 ( plsaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. __ 10 2 7_20 DESCRIPTION. PT. 1041 ENC-41 S12N PL PREPARED UNDER SUPERVISION OF REco AP VED: GRADING PLAN FOR: LOCATINNL 2 "- IRON PILE 0.5 MILES N OF -- QESTEFTFIELD AND 10 FT. WEST HORIZONTALN/A I�•It•2J DATE: _- _ _ ______ __ 2172, 2176, 2180, 2184 & 2188 GLASGOW AVENUE - OF GUARD RAIL OYV N.BOLM 101 -- ' ' ' - ---- 131669-G HELVETICA CHESTERFIELD 22 LLC RECORD FROM: _ROS 18416 VERTICAL: N/A BRIA ICHAEI. ARQ�INo DATE R.C.E. No- 71651 LPN: 260-412-17, 18, 19 ELEVATIONS 73.612' S2N JK SIZN 10 27 20 8R?IAN MIpV,4Ei LTD EXP.: 12-31-17 DATE G-g-/7 DATE �] _ iSHEETDATLK* NAV0B8 REVIEWER INSPECTOR SENIOR ENGINEER PLANNVING CASE NNO: 14 168 Dp/PMW/C�3 OF S PLSA 2232 Lf r1nK1t1-rr)11f" rTnK1 SILT FENCE (TYP) nn A 11f 1 M A nn /r w m N CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE LEMV HATCHED AREA REPRESENTS + + + + + + HYDROSEEDING + + + + + + HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE , • :: ; -' PER DETAIL A ' GRAVEL BAGS PER DETAIL B oo0000o00 SILT FENCE PER DETAIL C X X— �- j I "� _-__ ♦ v A d 4 r W I• r 4 e v 4 v Oe e r� A e 4 4 e e 'A 4 ♦ 4 A 4d ♦ r • r 4 ♦ a^ 4 19' RADIUS MIN. 20' MIN L RUNOFF v A 4 ra 4 ♦ r 4 • e v ♦ 4 e A WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL B: GRAVEL BAGS NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC —1( WIRE DETAIL C. SILT FENCE NOT TO SCALE uj(m No. 71651 ccExp. 12/31/17 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana leach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 pisaengineering.com CHAN E NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ut5lUrvtU nr: uHAWIV nr: L;htt;rctu bY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: PT. 1041 ENC 41 PLANS PREPARED UNDER SUPERVISION OF RECOMM APPROVED. EROSION CONTROL PLAN FOR: S2 N 10/2 7/2 0 LOCATION: 2"IRON PIPE. 0.5 MILES N. OF' CHESTERFIELD AND 10 FT. WEST HORIZONTAL' ____N/a__ DATE: -9 •,10. 2172, 2176, 2180, 2184 & 2188 GLASGOW AVENUE - OF GUARD RAIL ON N.80UND 101 1'� - HELVETICA CHESTERFIELD 22 LLC 13169 G RECORD FROM: ROS 18416 VERTICAL: __ N/A BR T EL ARDOLINO DATE R.C.E. NO.: 71651 ' ELEVATION: _ 73.612' s2N ,Jx S2N 1012720 --- APN: 260-412-17, 18, 19 77 DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER BRIAN MICHAEL ARDOLINO EXP.: 12-31-17 DATE="� _ DATE a � r'7 PLANNING CASE NO. 14-168 DRIPMW/COP SHEET 4 OF 8 PLSA 2232 REVtSIONS APPROVED RN 1 DATE 277 I I I i 6 I I I I I t I t I APRO—WWI I'E LOCA REFERENCES DATE BENCHMARK DESCRIPTION: P.T. 1041 ENC-41 LOCA77ON: 2" IRON PIPE, 0.5 MILES N. OF CHESTERFIELD AND 10 FT. WEST OF GUARD RAIL ON N.BOUND 101 RECORD FROM: ROS 18416 ELEVATION: 73.612' SCALE HORIZONTAL 1 "=1O' VERTICAL 1 "=10' PLANNING & BUILDING REVIEWED BY.• DATE: PLANS PREPARED UNDER THE SUPERVISION OF ��0503 DATE: 3-7-17 R.C.E.R. C. E: NO.: 0503 ROY P. REED EXP.: 3-31-19 (E). RESIDENCE CAUTION!!! \ EXISTING OVERHEAD POWER LINE r ti Know what's b@IOW. Cali before you dig. DIG ALERT!! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE E POTHO (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/EXCAVATION PERMIT NO LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS IMPROVEMENT SYMBOL TEMPORARY SOLDIER BEAM I TEMPORARY TIMBER LAGGING ----• SOLDIER BEAM COUNT DETAIL/SECTION CALLOUTS X SHX 3x12 DF#2 TIMBER LAGGING SAwUU& rZatacwC0 h y CSGZL.AS (-t t. 17 - S(-3 SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 QROFESS/� SAN DIEGO, CA 92129, (760)586-8121 P. a�F AS BUILT C 80503 rn Exp• 3/31/19 * la'Ig- J� cm\. R E19 RAJ P42PM;ry DATE OF Cain E %CC'lt1p$1 2�P •1?171.2� ENGINEERING,DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. RECOMM ,qp Q SHORING PLAN FOR: 464 CHESTERFIELD DR HELVETICA CHESTERFIELD 22, LLC 13169-G / APN: 260-412-17,18,19 DATE' 6 g'l DATE: 62 PLANNING CASE NO. 14-168 CDP A.P.N. 254-030-22 SHEET 5 OF 8 PI -SA 2232 00 C�1 43 230.00' 220.00' 210. 00' 1-�-�-...,.,..---...".,�..,.".. 11.1 ...... .. .. . . .... .... 01-Ij SB#1 . ..... ..... ... ...... .... .. .. .... SB#2 NOTES: 1 SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES. 2. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 12'i�_] SB#5 11 SPACES @ 8'-0" O.C. = 88'-0" go ��INKI SB#6 SB#7 PROFILE - LOOKING NORTH SCALE: 1 " = 4' LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED TIMBER LAGGING 210. 00' x CAUTIONH! (E) OVER -HEAD CN POWER LINES r D • Cf RIGHT -OF WAY Q.3 Q11 --RIGHT-OF-WAY (E) RESIDENCE ........ . . 0, U u� Lu 1 AIj C' . ......... ".D Lu 7 .. .......... f. -J. PROPERTY LINE 4*' _,,4%9" 1<( .......... .. .... . ....... 6 SH7); PROPERTY LINE 4�z*, c) .. . . ......... ...... ----- --- 0 12 ____ T-1 2- o....... 0" ........ .. .... ..... " 7 A .. . ... .... 5 jr. 777t A"1l ...... ..... T" -4 (6" 4• (P) DRAIN PIPES IN N�,\ (SEF CIVIL DWG. XI (SEE CIVIL MG.) (P) DRAIN PIPES 7 -\4 ,j X �', 11 , � \ SHORING DESIGN GROUP N DRAIN PIPE X (SEE CIVIL) y 7r. ........ . .... . . .. ..... .... --py.4 ILI VIA FRANCESCO #1 (P)GARAGE Vj RIGHT-OF-WAY . .......... SAN DIEGO, CA 92129, (760)586-8121 sy 17 X (P) BASEMENT LEVEL (P) BASEMENT LEVEL -AS BUILT D C 8050 Pr xp. T.3 -1 Lill \"H DATE J, f'-,4 C.E. NO. 8(956 7i0vi �J EXP. 3-zlt3- REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING I DESIGNED BY DRAM BY 7 CHECKM BY — RPR TJR I RPR ENGINEERING IVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 71011 Ir I SIRN 110127120 DESCR 77ON: P.T. 1041 ENC-41 I PLANS PREPARED UNDER THE SUPERVISION OF RECOM AP OV D SHORING PLAN FOR: LOCATION: 2" IRON PIPE, 0.5 MILES N. OF REVlE D aY 464 CHESTERFIELD DR CHESTERFIELD AND 10 FT. WEST SIRN 10�27120 HORIZONTAL 1`4' SIRN DATE. 3-7-17 HELVETICA CHESTERFIELD 22, LLC 13169-G OF GUARD RAIL ON N.BOUND 101 R.C.E. NO.: 80503 APN: 260-412-17� 18� 19 RECORD FROM: ROS 18416 VERTICAL 1'--4- ELEVA DATUM 73.612' DATE: ROY P. REED EXP.: 3-31-19 DATUM: NAVD88 DATE. 64-17 DATE: 4; r?&7 PLANNING CASE NO: 14-169 COP A.P.N. 254-030-22 (;HFFT R nF '9 PLSA 2232 SAFETY CABLE RAILING, PER CAL-OHSA REQUIREMENTS (AS REQ'D, SEE DETAIL 6/SH7) 42"(MIN.) SOLDIER BEAM SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING TIMBER LAGGING -I ::;....,., _'- WITH LEAN CONCRETE€ (SEE ELEVATION) .....: :..: :.:.:.:.:.:.:.:.:..' ,_ € ..:.:. €..._ '€ t 1.5 SACK SLURRY SHAFT ;BACKFILL (T.O.W. TO B.O.W) 1.5" (MIN.) TIMBER LAGGING (SEE ELEVATIONS) BEARING BOTTOM OF EXCAVATION (B.O.W., SEE ELEVATION) 2,500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) € I a € "D,. I I. • SOLDIER BEAM (SEE SCHEDULE FOR SIZE) NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR "H", "D", Et "Dshaft". TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.) N.T.S. 2" (MIN.) BEARING I- DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) TIMBER LAGGING ..:.:. IwW (SEE ELEVATIONS) SOLDIER BEAM 1.5" (MIN.) BEARING 4 SH7 LAGGING OFFSET DETAIL (SB# 2-3, 6 &t 8) N.T.S. DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 20d COMMON NAIL FOR LAGGING INSTALLATION (TYP., AS REQQD) NOTE: NAILS MAY BE REMOVED FOR WATERPROOFING ONCE FINAL EXCAVATED GRADES (B.O.W.) ARE ACHIEVED. 2 SH7 DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) SOLDIER BEAM SOLDIER BEAM PLAN DETAIL (TYPICAL) N.T.S. SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE 20d COMMON NAIL FOR LAGGING INSTALLATION (TYP., AS REQQD) \ TIMBER LAGGING 1.5" (MIN.) (SEE ELEVATIONS) \ / BEARING SOLDIER BEAM PLAN DETAIL (SB #2-3, 6-8) N.T.S. TIMBER LAGGING (SEE ELEVATION) 3 SH7 TIMBER LAGGING (SEE ELEVATION) J V TIMBER LAGGING (SEE ELEVATION) 20d COMMON NAIL FOR LAGGING INSTALLATION (4 PER BOARD) SOLDIER BEAM TIMBER LAGGING DIAGONAL SUPPORT DETAIL L2x2x3/8 ANGLE IRON ATOP EACH SOLDIER BEAM MEMBER 3/8-inch 0 WIRE ROPE - ALONG ENTIRE SHORING PERIMETER (TYP.) SOLDIER BEAM, TYP.--- (SEE SCHEDULE) 6 SH7 N.T.S. 2" 21" i 44" 21" r �-- 1/4 L 4" BOTH SIDES .=_ �- DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) CAL -OSHA GUARDRAIL DETAIL (AS REQ'D) N.T.S. SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 AS BUILT ., Ig C 80503 m Exp.3/31/19 a CMt- �CAU �Ir1.7A ^DIS IAll u'a a DATE R.C.E. NO. 3 -711.3I EXP. 3-3?'sf 912-St • Z t REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY ENGINYLRING,01VISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. RPR I TJR I RPR SIZN 10 27 27C DESCRIPTION: P.T. 1041 ENC-41 LOCA77ON: 2" IRON PIPE, 0.5 MILES N. OF CHESTERFIELD AND 10 FT. WEST OF GUARD RAIL ON N.80UND 101 RECORD FROM: ROS 18416 ELEVATION: 73.612' DATUM: NAV7 . HORIZONTAL N.T.S. VERTICAL N. T.S. S2N REVID BY: SRN to/2T/2o PLANS PREPARED UNDER ROY P. REED THE SUPERVISION OF DATE. 3-7-17 R.C.E. NO.: 3-31 EXP.: 3-31-19 RECRM 1 / - DATE -6nR� A ROV DATE. � r SHORING PLAN FOR. 464 CHESTERFIELD DR HELVETICA CHESTERFIELD 22, LLC APN: 260-412-17,18,19 PLANNING CASE NO: 14-168 CDP A.P.N. 254-030-22 13169-G DATE. �_ SHEET 7 OF 8 YLJH LLJL GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE MATERIAL SPECIFICATIONS STRUCTURAL STEEL STATEMENT OF SPECIAL INSPECTIONS 2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL -OSHA). 3. HEAVY LOADS SUCH AS CRANES OR CONCRETE TRUCKS IS PROHIBITED WITHIN 10 FEET OF THE TOP OF EXCAVATION EXCEPT WHERE THE SHORING DESIGN PROVIDES FOR THE PROPOSED STRUCTURE. 4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE TEMPORARY SHORING FOR SUPPORT IN ANYWAY. 5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION. 6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Et NOTIFICATIONS. 8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR. 9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING It PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 12. THE GFNERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 13. ALL PROPOSED Et EXISTING IMPROVEMENTS SHALL BE SURVEYED Et CLEARLY IDENTIFIED IN THE FIELD PRIOR TO SOLDIER BEAM INSTALLATION Et FABRICATION. 14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN T-0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. 7. REPEAT STEPS 5 Et 7 UNTIL BOTTOM OF EXCAVATION IS REACHED. 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM A-992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE 50) OR ASTM A-992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36, 4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS. STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE: 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500PS1 AT 28-DAYS. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O13CBC 1905.3 TO MEET THE FOLLOWING: A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33. B. TYPE 11 NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD. TIMBER 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR CONTIUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE 464 CHESTERFIELD DRIVE ENCINITAS, CALIFORNIA PREPARED BY: SOIL TESTERS, DATED: JULY 11, 2014. 2. SOIL DESIGN PRESSURES A. PASSIVE EARTH PRESSURE = 400PSF/FT B. EQUIVALENT FLUID PRESSURE = 35PSF/FT (LEVEL) C. LIVE LOAD SURCHARGE = 72PSF (UNIFORM) D. BUILDING SURCHARGE (SB#3-8) = 500PLF (LATERAL) MONITORING 1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1-INCH. IF THE TOAL CUMMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESARRY). VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix X 1904.2.2 2. Inspection of concrete placement for X proper application techniques. 3. Material verification of structural steel a. For structural steel, identification X markings to conform to AISC 360. b. Manufacturer's report X 4. Inspection of welding a. Multipass fillet welds X 2303.1.8.1 5. Material identification of timber a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Verify placement locations and plumbness, confirm element diameters, lengths, embedment into X bedrock (if applicable). Record concrete and grout values. 8. Verify excavations are extended to the proper depth. X SOLDIER BEAM SCHEDULE Shored ' Toe Total Toe From To I Beam Beam Height Depth _ Drill Diameter Beam ;Beam Qty Section Depth H D H+D Dshaft ft ft ft in s........... 1 1 ................?...................,.f.................. 1 ;W12x26 i 50 ..... 10.0 15.0 w .. _ ....... . 24 2 € 2 1 ......................... . W 14x30 ...._... .......... 70 . 13.0 20.0 .. 24 3 1 7 5 W 16 x 45 1fl D 15.0 25.0 24 1 I , 8 9 2 W 16 x 40 9.0 13.0 22.0 24 ...,.........F........ 10 ..... ._. 11 ........ ... 2 ........ ................ ... W 16 x 36 ; .,._.. ... 8.0 12.0. 20.0 24 12 G 12 1 :W12x26' 5.0 10.0 15.0 24 k SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 Q�pFESS/, SAN DIEGO, CA 92129, (760)586-8121 P. �Fo AS BUILT C 80503 m p' * Exp. 3/31 /19 * 10•11,Tb % CM1. �Q Q �•�++ ktpt X--? OA TE CAL\ R.C.E. NO. 89683 ExP..�t:r��z.31•21 REVISIONS APPROVED S2 N DATE 0 2 7 2 REFERENCES DATE BENCHMARK DESCRIP71ON: P.T. 1041 ENC-41 LOCATION. 2" IRON PIPE, 0.5 MILES N. OF CHESTERFIELD AND 10 FT. WEST OF GUARD RAIL ON N.BOUND 101 RECORD FROM: ROS 18416 ELEVATION: 73.612' DATUM: NA VD88 SCALE HORIZONTAL N. T.S. VERTICAL N.T.S. PLANNING & BUILDING REVIEWED BY. 52 N JK S2 N 10/2 7/2 0 DESIGNED BY DRTIR BY BY ENGIN ERING IVISION APPROVALS RECOM APP VED: DA lE: DATE. CD CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT SHORING PLAN FOR: 4G4 CHESTERFIELD DR HELVETICA CHESTERFIELD 22, LLC APN: 260-412-17, 18, 19 PLANNING CASE NO. 14-168 CDP A.P.N. 254-030-22 DRAWING NO. 13169-G PR PR PLANS PREPARED UNDER THE SUPERVISION OF DATE; 3- 7-17 R.C.E. NO.: $0503 ROY P. REED EXP.: 3-31-19 DATE: SHEET 8 OF 8 PLSA 2232 W D I.D