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2013-11622 G (Plans)RIGH %OF- -WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT O TITLED "GEOTECHNICAL INVESTIGATION AND FOUNDATION DESIGN RECOMMENDATIONS FOR FOUR PROPOSED SINGLE - FAMILY RESIDENCES, 2010, 2012, 2016 AND 2018 MONTGOMERY AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY ADVANCED GEOTECHNICAL SOLUTIONS, INC. DATED MAY 23, 2013 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONS RUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11622 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND RIMMED 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H 12 V MAXIMUM VERTICAL DEPTH OF CUT = 9.3 MAXIMUM VERTICAL DEPTH OF FILL = 3.5 CUT = 1230 C. Y. FILL = 10 C. Y. EXPORT = 1220 C. Y. REMEDIAL = 400 C. Y. ( 4 REMOVAL AND RECOMPACTION UNDER AND 5 OUTSIDE OF BUILDING AREAS) * ESTIMATE DOES NOT INCLUDE SRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. AS BUILT IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 195 SQFT �Z " M IMPERVIOUS AREA AFTER CONSTRUCTION: 2595 SQFT INCREASE IN IMPERVIOUS AREA: 2580 SQFT A TEL M. LOSS DA E R.C.E. NO. 81571 IMPERVIOUS AREA REPLACED: 195 SQFT EXP. 09130113 EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES OWNER /PERMITTEE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TYLER SANDSROM AT (858) 254 -9911, 24 HOURS A DAY. RELATIVE TO CONSTRUCTION ACTIVITIES NEW POINTE MONTGOMERY, LLC 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY CONCRETE WASHOUT 16880 W. BERNARDO DRIVE STE 230 SAN DIEGO, CA 92127 SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE (858) 451 -8700 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE, IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, WHEN RAIN IS IMMINENT. STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SITE CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ADDRESS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CONSTRUCTION SITE ACCESS 2006 -2018 MONTGOMERY AVE 9 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT CARDIFF, CA 92007 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS LEGAL DESCRIPTION -OFF PRODUCING RAINFALL. /PLATES. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY CONSTRUCTION VEHICLES LOTS 3, 4, 5, & 6 IN BLOCK 36 OF CARDIFF ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES "A" IN THE CITY OF ENCINITAS, COUNTY OF PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE SAN DIEGO, STATE OF CALIFORNIA, ACCORDING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC OFF -SITE. TO MAP THEREOF NO. 1334, FILED IN THE TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. OFFICE OF THE COUNTY RECORDER OF SAN EROSION CONTROL DIEGO COUNTY, MAY 12, 1911. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE HEREON. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, A,P.N.: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 8. GRADED AREAS AROUND THE PROJECT EC PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE -3-34 260 82 35 & 39 CONCLUSION OF EACH WORK DAY. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 91 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR ZONING REOUIREMEWS THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. BE REMOVED AFTER EACH RAINFALL. LOTS 3, 4, 5 & 6 ARE ZONE R -15 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 STORMWATER POLLUTION CONTROL UNNECESSARILY, • THEY HELP DECREASE EROSION. POST CONSTRUCTION BMP /IMP NOTES TEMPORARY VEGETATION MUST E PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND SOILS ENGINEER'S CERTIFICATE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSC I VICINITY MAP NTS OQ O APE AREAS PRIOR TO COLLECTION AND DISCHARGE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. I,APPLIED A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. FIELD OF SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STU Y OF THE SOIL CONDITIONS 2. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PREVALENT THIN IS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR AN WI GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT COM ILED FROM THIS STUDY, WITH WITHOUT A PERMIT FROM THE CITY. ON-SITE CONSTRUCTION MATERIAL STORAGE MY INS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR REVIEWED THESE G ADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE THIS PROJEC H BE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, SIGNED. - w2 AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION RCE NO.: (ok'Z31�)OEESv FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXP. DATE: 5. DRIVEWAYS SHALL HAVE A MINIMUM 27 CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER TRAINING /,;$ .,r ?. Ne 2 ° APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE JOB IMP /BMP. 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 ADVANCED GEOTECHNICAL SOLUTIONS, INC. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT '^fir` INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 9707 WAPLES STREET, SUITE 150 q SAN DIEGO, CA 92121I A 5 FROM THE CITY. WASTE MANAGEMENT PROJECT NO. 1305 -07 w` 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION PHONE. (619) 708 -1649 PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED LEGEND ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. ANY TRASH MATERIAL, THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY PROPERTY BOUNDARY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE SETBACK LINE - - • - SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 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 PROPOSED CONTOURS 55 SAN DIEGUITO WATER DISTRICT NOTES ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND EXISTING CONTOURS - - -- SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE SITE. SPOT ELEVATION 50.00 TC 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL �- ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS EXISTING FENCE - STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SURFACES. 3. L EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR EXISTING AC BERM PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE RIGHT OF WAY LINE 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. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT EXISTING WATER MAIN THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER EXIS77NG SEWER MAIN FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL OWNER'S CERTIFICATE AFFECTED WATER FACILITES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. PROPOSED 2" PVC SEWER LATERAL _ J IF FACILITIES DO 'NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT W/ PVT CLEANOUT OWNER'S EXPENSE. THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR PROPOSED 1" COPPER WATER SERVICE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR W 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. THE PROPER COMPLETION OF THE IMPROVEMENTS. W/ METER WAS WS -09 & WC -17 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO PROPOSED 6" PVC STORM DRAIN Am DIEGO GAS AND ELECTRIC VAULTS. SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. W/ ATRIUM GRATE 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. PCC CURB WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. /� 3 SIGNATURE DATE: /13 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE S T SANDSTROM 2:1 SLOPE (TOP AND TOE) _ _ -� CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH STATEMENT OF ENGINEER OF WORK THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. PROPOSED BUILDING 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER PROPOSED RETAINING WALL FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND NOTIFICATIONS REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH 12 "X12" BROOKS BOX �❑ PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE TRENCH DRAIN - EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTLITIES OR STRUCTURES LOCATED AT THE WORK SITE. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, PROPOSED IMP LANDSCAPE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND OF WORK. SCOPE OF SUCH NCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. A. SEWERS - CSD - (760)- 633 -2770 �, PROPOSED LID LANDSCAPE B. GAS &ELECTRIC - SDGE - (760)- 438 -6200 SIGNATURE DATE: R�FESS /0 C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 DANIEL M. LOSS R E No. 1571 �) MICHAF� Nq� PROPOSED PERVIOUS PAVERS � � �n E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 PASCO LARET SUITER & ASSOCIATES os�2ci 535 N. COAST HIGHWAY 101 w No. 1571 m PROPOSED DRIVEWAY /HARDSCAPE «. T 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS SOLANA BEACH CA, 92074 Exp. 09�30�13 PROJECT. PHONE. (760)- 633 -2770. RCE EXPIRES 09130113 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)633 -2770. ALL PLSA 2076 JN CMV _ BMP STATUS: WORK PERFORMED MTHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 9TFOF GAoF STANDARD PROJECT ENCINITAS FIRE PROTECTION DIST %, �� I ; _I � J SAN DIEGUITO WATER DISTRICT RE WED BY /• y - C9 7i DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE ENCINITAS PARKS & RECREATION D / a ENCINITAS PUBLIC WORKS DEPT. - Y.• PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f: 858.259.4812 1 plaaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED DML By DRAWN er CHEWKIESDBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. m -S 1 PLA PREPARED UNDER THE SUPERVISION OF REVIEWED BY. Sgt GRADING AND IMPROVEMENT PLANS FOR: S -5U TS (2.1S. ON SHOWN N H MARK, 11- BASED HORIZONAL NIA REVIEWED B DATE: f3 A^' � A, 116 2 2 - G MASIH MAHER GLENN PRUM MONTGOMERY AVE R.C.E. NO. 81571 2006-2018 VERTICAL NIA g IL CITY ENGINEER DATUM: NAVD88 ELEV.: 231.66' DA TEt I DANIEL M. LOSS EXP. 09 -30 -13 DATE: P/2 2-1 /3 DATE: JvZ• �3 / 05 -096 DR V / CDP A.P.N. #260- 382 -34, 35 & 39 SHEET 1 OF 2 ve \cng DETAIL - FINISHED GRADE AT BUILDING NOT TO SCALE DETAIL - HARDSCAPE AT BUILDING NOT TO SCALE FENCE PER LANDSCAPE PLANS TOP OF WALL (TW)- GRADE FINISHED SURFACE (FS) FINISHED SURFACE/ HARDSCAPE (F.S) CONSTRUCRON NOTES 0 1.5' DEEPENED FOOTING UNDERNEATH SIDEWALK EDGE APN-- 260- 382 -48 112.00 FS D LOT AND 2 C ❑2 GRAVITY WALL PER SDRSD C -9 7.5'I 109.00 TIN. m 5 7.5' 109.68 FS 11 n Z � � ❑3 CMU RETAINING WALL PER SDRSD C -3. TOP OF WALL GUARD RAIL PER LANDSCAPE 103.50 BW 109.94 FS 111.96 FS r C PLANS. - 111.89 TS m 1108.33 TIN 110.34 TW 110.14 BS � ® 8" MIN. WIDE TRENCH DRAIN. ACO S200K TRENCH DRAIN, OR APPROVED EQUAL. TRENCH 104.83 BW 102.84 BW 3 -STEPS 112.13 FS DRAIN GRATE MUST BE TRAFFIC RATED. 113.05 EG 20.0' 20.0' 112.50 FF Q DESIGNATED IMP LANDSCAPE AREA. SEE DETAIL THIS SHEET ' EXIST. CA 111.31 112.46 FS 112.1 TG APPROX 21.5' STRIPING © 6 "X16" PCC FLUSH CURB. SEE DETAIL THIS SHEET 110.1 FL ; 112.73 FG ❑7 PERMEABLE PAVERS. SEE DETAIL THIS SHEET �- 12 112.57 FL ' ❑ 6 APPROXIMATE LIMITS OF SAWCUT, CONTRACTOR TO ADJUST AS NECESSARY 13 14 '22 11 N593TE 10Q01 19 18 15 P ❑g HANDRAILS PER LANDSCAPE PLANS i 11 86 SID 20 cn - . -.... D : o SD �N 5D ' 24 k 112.42 FS 105.69 FG',, 2 , ' ° ' o , ip I INSTALL NEW SEWER 10 SUMP PUMP CONFIGURATION TO INCLUDE (2) GOULDS PV51M PUMPS AND 30 °' DIAMETER Q ° EXISTING ASPHALT 3 27 LATERAL PER SDRSD SS -01 FIBERGLASS STORAGE TANK PER MCNAMARA PUMP & ELECTRIC, INC. OR APPROVED ALLEYWAY WITH �' 4 5 21 17 \$: /' I IE 105.65 @ PROPERTY LINE EQUAL. LOCATION IS APPROXIMATE AS SHOWN ON THE PLANS. SEE DETAIL ON SHEET 3 20 RYSB 10 '. " 4 26 I FOR MORE INFORMATION 111.4 TG RIBBON GUTTER SEE SHEET 3. 1 z I vw ^��DENCE 5 15'08' 110.3 FL CO o" APN� 260_382_35 Q d ¢ F W FLOOR I PUBLIC SEWER 11 6" CURB PER SDRSD G -1 g FOR DETAILED 'i,1. o rn N m ro N CONNECTION H DRIVEWAY GRADING " �N��N °' LOT 3 `'� °I �n250 11230 TB 12 EXISTING ASPHALT BERM TO BE DEMOLISHED WITHIN THE EXTENTS OF THE PROPOSED SFF SHFFT .3 , ° `.. X2792 I. �� " �, D ° `..,.. I 25 "o PAD 11175 I <. %...... `,,.< -.t '', ':''. 111.97 FS ® MAIN 5 ❑ PROPERTY FRONTAGE i 1� ' RETAINING WALL 21 p 1 -- , • p 110.04 BS SEE PLAN FOR WALL 103.92 TW 104.92 TW 10 4 5 15 109.14 TS 109.25 FS 109.21 FS 109.75 FF \ °` - 110.70 FS 23 APPROXIMATE LOCATION OF PROPOSED REES. SEE LANDSCAPING PLAN FOR LOCATION mt. 109.71 FS p;.. p AND TYPE. TREES MUST BE MAINTAINED AND CANNOT BE REMOVED POST -CONSR CTION DIMENSION AND TYPE 6 MIN. 102.76 BW A p 100.76 BW 105.59 IN° 105.53 BS -5'o v,; / \ INSTALL NEW SEWER LATERAL PER CITY OF ENCINITAS REQUIREMENTS.(U/l6RN FOAL- STAAAIVR4• &MeMi PLAN 1� z °103.5 FS > ° 100.09 BW Z ^ Zo 0 7 -STEPS o� I $' PER SDRSD SS -01 FPSTFLOOR BOTTOM OF WALL (BW)/ ,. ° ° °o `� d �, APN :260 -382 -39 ¢ ^mrn� FF70975. IE 104.25 @ PROPERTY LINE 24 4" ASPHALT BERM of vroi SEE SHEET 3 0 0 of PAD 10900 15,08 PUBLIC SEWER FINISHED GRADE (FG) jg �' FOR DETAILED ° �`�` rn o LOT 5 125 2 �,� 2s , DISTRICT TO INSTALL 1" " g DRIVEWAY GRADING° ° o p CONNECTION 25 4" STEP IN SLAB. SEE STRUCTURAL FOUNDATION PLAN FOR ADDITIONAL INFORMATION. WALL DRAIN PER ¢, � Q` Y' - 109.08 FG 13 . s 108.6 TG ,rT ," a c, BANT IE 2.65 GEOTECHNICAL COPPER WATER SERVICE p °.° ° 27.92" w 1 108.9 TG I 23 - 107.5 FL ® MAIN 26 FOUNDATION DRAIN TO OUTLET INTO SUMP PUMP. SIZE PER GEOTECHNICAL AND DUAL METER PER �, ro "° `" 109.08 FG 107.9 FL I RECOMMENDATIONS. RECOMMENDATIONS 103.26 FS 19 / 110.03 FL WAS WS -09, WC -17 AT _ _ - _ i 27 WALL DRAIN TO OUTLET INTO SUMP PUMP. SIZE PER GEOTECHNICAL RECOMMENDATIONS. OWNER'S EXPENSE 2.00' T 00 10 FL ❑ 1 O DISTRICT TO INSTALL 1" 4 .,� _ r 7 � 23 110.44 TB NOTES 6" MIN COPPER WATER SERVICE 103.13 FS 7 1. FINISHED GRADE OUTSIDE OF BUILDING IS 8" BELOW w 108.2 TG 2626 108.29 FG "' 19 8 110.11 FS FINISHED SURFACE UNLESS OTHERWISE NOTED IN THE AND DUAL METER PER I 25 92' "V 108.29 FG 107.2 FL /� 107.9 TG PLANS. DETAIL - RETAINING WALL GRADES WAS WS -09, WC -17 AT m 1. RESIDEn7cE 13 24 106.8 FL OWNER'S EXPENSE x ° 'SEE SHEET 3 I z o Y k 2. AREA DRAINS SHOWN ARE 6" ATRIUM GRATES UNLESS NOT TO SCALE a ro FOR DETAILED d 't� APN- 260 - 382 -39 .,Q m ^� °� INSTALL NEW SEWER OTHERWISE NOTED ON THE PLANS. LOT 6 g DRIVEWAY GRADING �rn� ro �„ I 25 CD oil 1 5y, 1 LATERAL PER SDRSD SS -01 3. REFER TO SHEET 3 FOR IMPROVEMENTS WITHIN THE 2" HARDWOOD MULCH °'oO1 0 °'o°' IE 103.55 ALLEY RIGHT OF WAY. 4 x. 102.58 FS ¢ B,q Q Ljf4rrS o>P 08' COVER OR CITY A a a [or1tR8TE g. m ®PROPERTY LINE 4. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. APPROVED EQUIVALENT R a J _,w 10 N°Dx PUBLIC SEWER CONTRACTOR TO FIELD VERIFY PRIOR TO PLACING 17 [o/JSTRrU[ r!!< NATIVE DEEP - ROOTED, n[ 15 5 21 1. 2 �• k m CONNECTION PROPOSED UTILITIES. (DEPRESSED SCALE) I 27 nz � - DROUGHT TOLERANT, 11 3 - - = X . 2 n Z IE 101.95 5. EXISTING GRADES ARE DESIGNATED BY (XXX.XX EG). g - 2 0% cn NON- INVASIVE PLANTS SUITABLE a 7 3% �- ° E a 3 �.w o / ® MAIN CONTRACTOR TO MATCH EXISTING GRADES SHOWN. FOR WELL - DRAINED SOILS OR - - 18 - -- s• I 2% CITY APPROVED EQUIV. °E �P /L� �_i F - 20 N59'2244'E 99 109.82 FS i, _ GRADING NOTE IMPERMEABLE ' 1 18" ENGINEERED SOIL 13 14 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S LINER * SEE NOTE BELOW PROPERTY IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A I 104.61 FS RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD 4" PERFORATED PIPE 1 2» OF 3/8' GRAVEL ` I ° '� ? 104.80 TW 109.05 TW INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY lit j 108.35 TS 107.55 BW OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY 99.30 BW 109.74 TS A 6" OF 3/4" GRAVEL 104.13 TW 104.87 BS 109.05 TW 109.16 BS SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS RETAINING WALL-,,,,,,,, ** SEE NOTE BELOW 101.29 BW 104.35 FS 6 -STEPS 104.88 BW NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS I 108.46 FS EXISTING SOIL i° 108.96 FF I 109.61 FL GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED TO SUMP PUMP 104.13 TW 6" FLAT 108.92 FS PERMISSION IS OBTAINED. SEE DETAIL ON 99.96 BW 7 APN 260- 382 -50 GRATE INLET 1 k 108.42 FS 109.05 TW TOP OF STEP SHEET 3 r _ ~ - 109.34 TG 105.55 BW 108.5 TG CONCRETE STAIRS PER / - - LOT 7 AND 8 104.97 TG 108.59 FS 106.6 FL 108.96 EG LANDSCAPING PLANS FINISHED SURFACE NO ON norrOm PER PLAN OUTLET PIPE THROUGH * GRADING PLAN , BIORETENTION "ENGINEERED S01 LAYER 1 , L L Y SHALL BE MINIMUM 8 BOTTOM STAIR RISER "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SCALE: 1" = 10' SHALL CONTAIN 50 -607 SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND BOTTOM OF STEP/ 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND FINISHED GRADE DRAIN PIPE PER PLAN ALSO FREE OF NOXIOUS WEEDS. 14' 6' ELEVATION PER PLAN (1% SLOPE MIN.) ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE FILL OPENINGS IN PAVER a` - DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE 1.5' 3' 2' 4' UNITS WITH %4" TO 3 /s" - DETAIL AGGREGATE 4" SLAB STEP v� i. gz 4" AC PAVING DETAIL - DESIGNATED IMP AREAS SEE STRUCTURAL MONTGOMERY AVE FOUNDATION PLANS SEE FRONTAGE VARIES VARIES 2" BEDDING COURSE LAYER NOT TO SCALE FINISHED GRADE FOR DETAILS IMPROVEMENT DETAIL 1 4 TO .318" AGGREGATE 0% 5% MAX GARAGE FACE THIS SHEET -'� / BUILDING FACE I I - DETAIL - STORM DRAIN OUTLET AT STAIRS ° ° ° ° ° 4" BASE COURSE LAYER R CONCRETE DRIVEWAY WITH 1" STEP AT FACE ( I EXISTING PAVEMENT 1/2° TO 1" AGGREGATE NOT TO SCALE 7.5 HEAVY BROOM FINISH OF GARAGE ALLEY (SEE SHEET 3 FOR GRADES) EXISTING GRADE 4" BERM 1.5" COLD PLANE 12" SUB BASE COURSE LAYER SEE GARAGE FF 6' CLASS ll BASE 112" TO 3" ANGULAR ROCK ISHEET 3I SLOPES 2" PER 1ST FLOOR 6 "X16" PCC FLUSH CURB 10' 5' 0 10' 20' 30' \� ARCH PLANS _ - FF PER PLAN AT EDGE OF PAVING NOTE PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER RCFESS /O - PERMEABLE PAVERS ORCO SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO e Nq GRAPHIC SCALE IN FEET AQUA -BRIC OR APPROVED MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS ICNAf AS BUILT 2 FF PER PLAN FF PER PLAN :;ER AD THICKNESS AND MATERIAL EQUAL PERVIOUS PAVER PARKING AREA TO BE MAINTAINED BY HOMEOWNER PER =�� �F�z PASCO LARET BUTTER STRUCTURAL FOUNDATION co J 1 m 777777T ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT No. 81 1 PLANS AS DOC 101 05X4Xg Exp. 09/30/13 , & ASSOCIATES klm4,ci :��m I - RECORDED ON _�_'_� � -1�_ Z ($ IN C TRENCH DRAIN CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING DANIEL M. 8071 ATE TYPICAL SECTION A A TYPICAL SECTION - MONTGOMERY AVE FRONTAGE sTglF OF CAI.�E���F 535 North Highway 101, Su A, Solana Beach, CA 92075 EXP, 09130113 NOT TO SCALE NOT TO SCALE ph 858.259.8212 I fr 858.259.4812 I pleaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED DML BY DRAWN CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. S- buierS 7 PLA S PREPARED UNDER THE SUPERVISION OF REVIEWED BY. GRADING AND IMPROVEMENT PLANS FOR: V ELEVATIONS SHOWN HEREON ON CALTRANS BENCH MARK, 11 -OCSED HORIZONAL 1"=10' DATE: i I lT� '�^ Q T 11622-C R.C.E. NO. 857T 1 MASIH MAHER GLENN ENGINEER MON MONTGOMERY AVE VERTICAL NIA CITY ENGINEER 0 DATUM: NAVD88 ELEV.: 231.66' DANI M. LOSS EXP. 09 -30 -13 DATE: '2 ,' 2 DATE: 8 �3 ��Z2/ � 3 05 -096 DR /V /LDP A.P.N. #260- 382 -34, 35 8c 39 SHEET 2 0 7 J. Active Jobs 2076 Montomery Ave Eng CAD Sheets PLSA 2076 NOTES 1 • EXISTING GRADES SHOWN (XXX XX EG) ARE APPROXIMATE. CONTRACTOR TO VERIFY EXISTING GRADES PRIOR TO BEGINNING IMPROVEMENTS. 2. CONTRACTOR TO MATCH EXISTING GRADES WITH PROPOSED SURFACE GRADES AT RIGHT OF WAY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. PROTECT ALL EXISTING UTILITIES IN PLACE. 4. ALL DRIVEWAYS WITH GRADES GREATER THAN 14Z MUST BE CONCRETE WITH A HEAVY BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL PER THE CITY OF ENCINITAS DESIGN MANUAL 5. SEE ALLEYWAY SECTIONS ON SHEET 4 FOR ADDITIONAL INFORMATION. 6. FOR ALL OTHER IMPROVEMENTS, INCLUDING UTILITIES, RETAINING WALLS, AND GRADING OUTSIDE OF DRIVEWAYS, REFER TO SHEET 2. AS BUILT DANIEL M. LOSS R.C.E. NO. 81571 EXP. 09130113 REVISIONS ox sc_Q.... sc I Z5' 2.0% W J I Q 2.0% 2.0% -i I a A 75' 2.0% 2.0% 2.0% AW 260- 382 -48 LOT 1 AND 2 108.33 TW 104.83 BW , l.i 110.34 TW 102.84 BW 6_0% 12 1y ° 13.1 7.o 7.d7. 105.39 FS 11 x "`. I 103.75 FS h 1 102.88 FS I" > 104.91 FS'r� 103.23 FS'� G GRADE BREAK I 3` LINE, TYP 2.0 %1 0% i � .._. I ♦ 4 III 104.12 FS 103.13 FS� 102.88 FS '04.48 FS 103.53 FS } I , 4.0% 9.0% 10.0 %,, I'- 1y 14.0%. 2y 1K10142' 7.0% III 13 I 102.34 FS i 04.28 FS I. N f ; 101.70 FS 103.72 FSGRADE FS v 111 k, LINE,RTYP ���. 0 %1'12.09 <r 101.42 FS 103.37 FS I� :} 01 66 FS v c 102.14 FS .. .......... 03.85 FS I✓ 6�� I ,, 6.0710 21.Q• .. r ...... .. �,-- 104.88 TW 104.88 TIN 105.55 TW 103.88 BW 102.05 BW 101.38 BW LOT 3 AND 4 DRNEWAY GRADING PLAN SCALE. 1" = 5' PUMP, TYP / . "T ' V APN- 260- 382 -35 102.88 BS LOT 3 1 " STEP GARAGE FF (FRONT) 102.96 `• 02.84 TG N!59=547 APN • 260- 382 -34 101.42 BS LOT 4 1" STEP GARAGE °FF (FRONT) 101.50 71.38 TG 101.42 FS SUMP PUMP, TYP APPROVED DATE REFERENCES DATE BENCHMARK SCALE 2•i •J III ELEVATIONS SHOWN HEREON ARE BASED ON CALTRANS BENCH MARK, 11 -DC HORIZONAL I"=10' VERTICAL -NIA DATUM: NAVD88 ELEV.: 231.66' m of v I �Iv IN m 4� v 102.76 BW 100.76 BW 100.09 BW 140% r 23.0% JFS 9 I �101.26 F S 00.13 FS 03.22 FS 102.66 FS �, 100. GRADE r 11 BREAKS - 3;z I LINE, TYP Yr c 102.46 FS I 100. 8 FS " 100.13 FS_ i 03.02 FS 101.08 FS rs 60% 14.0 I`l 23.x% 15. 7 7.0% c rl'i 10. 19 .09 w I . 24.��� % I 2Q110% 78 !FS 10058 9.78 FS 1C 2. GRADE 99.JFS v BREAK m LINE, TYP y 99.34 FS 101.78 FS �r <;. 99.70 FS 34 FS 100.34 FS' 14y0% 2 . 7. _9.0 PUMP, TYP !_ I 100.13 FS 100.09 TG APN-- 260- 382 -39`., 100.13 BS LOT 5 1 " STEP GARAGE % FF (FRONT) 100.21 • 100.09 TG 100.13 FS r 99.92 TG ` N59'2247E 10000' 99.13 TG 19.30 TG �. APN-- 260- 382-39 99.33 BS \ G RAGE 1 " STEP FF (FRONT) 99.42 9.30 TG 199.34 FS SUMP Pump, ` S D i SCALE. 1 " = 5' BEST LANDSCAPE PRACTICES CHECKLIST 1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STORMWATER BMP AREAS. 2. IRRIGATION SHALL BE DESIGNATED TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA 3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED ON MOISTURE REQUIREMENTS\ 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES 5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA SOAKER HOSES OR XERISCAPING 6. DROUGHT TOLERANT PLANTS AND LOW WATER PLANTS ARE TO BE USED THROUGHOUT LANDSCAPE 7. HIGH WATER USE PLANTS WILL BE LIMITED 8. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE. 9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING. A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION SYSTEM FAILURE B. MINIMIZING OVERSPRAWNG ONTO HARDSCAPE AREAS C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION D. ERADICATION OF INVASIVE SPECIES E REPAIR IRRIGATION SYSTEM & COMPONENTS F. REPLENISHING MULCH G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH 5' 2.5' 0 5' 1 H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY PLANT GROWTH 1. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS. J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE GRAPHIC SCALE IN FEET 10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES QROFESS /pN 11. MULCH WILL BE USED ON SLOPES LESS THAN 31 TO A DEPTH OF 3" TO CHAf4 q! MINIMIZE EVAPOTRANSPIRATION. 12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY o Z GROWING MEDIUM FOR ALL PLANT MATERIAL. SOIL TESTING WILL BE UTILIZED TO w No. 81 1 m IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS. r Exp. 09/30/13 a 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA). sT CI V O- qTF OF CAL�F� MAXIMUM APPLIED WATER USEAGE PER MC 23.26.130 MAWA = (ETo) (0.62) (0.7x LA + 0.3 x SLA] ETo = 42.9 PER MC 23.26.040 LA = 380 SF (SUM OF BMP AREAS) SLA = 0 SF MAWA = (42.9) (0.62) [0.7 x 380 SF + 0.3 x 0 SF] MAWA = 2,125 GAL / YR DML -„�M� 11;n APPROVALS PLANS PREPARED UNDER THE SUPERVISION REVIEWED BY. R.C.E. DNOE 81571 MA� AAH R GLENN PRUIM L CITY ENGINEER DANIEL M. LOSS EXP. 09 -30 -13 DATE: 9122-113 DATE. jr/435 15' PASCO LARET SUITER CITY OF ENCINITAS ENGINEERING DEPARTMEN] DRAWING NO. GRADING AND IMPROVEMENT PLANS FOR: 2006 -2018 MONTGOMERY AVE 11622 ®G 05 -096 DR /V/CDP A.P.N. #260- 382 -34, 35 & 39 SHEET 3 OF 7 J.- \Active Jobs \2076 Montomery Ave \Enq \CAD \Sheets PLSA 2076 BUILDING FACE TRENCH DRAIN I 4�OF3/p' C� 0SMCtl ROCKI &A*UCL i COVER OR Cl TY I SUMP PUMP PER APPROVED EQUIVALENT EDGE OF ; SPECIFICATIONS DRIVEWAY I ON SHEET 2 (AT FOUNDATION - I DRIVEWAY GRADE) DRAIN 2% 2% SLEEVE 4" PVC PIPE 4" PERFORATED 6" ENGINEERED SOIL THROUGH RETAINING PIPE * SEE NOTE BELOW RETAINING WALL WALL FOOTING AND -- PER PLAN ON CONNECT TO SUMP EXISTING SOIL SHEET 2 PUMP 3' WIDE SWALE D S - * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60Z SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -309 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. RETAINING WALL POP EMITTER. SLEEVE 4" PVC DESIGNATE IMP DETAIL - LID LANDSCAPING STPoP a0 SUBDRAIN PIPE THROUGH RETAINING LANDSCAPE AREA NOT TO SCALE WALL FOOTING AND CONNECT TO SUMP PUMP STANDARD LID LANDSCAPE STRIP SUMP PUMP CONNECTION DETAIL NOT TO SCALE APPROVED DATE REFERENCES DATE BENCHMARK SCALE 2•i •J III ELEVATIONS SHOWN HEREON ARE BASED ON CALTRANS BENCH MARK, 11 -DC HORIZONAL I"=10' VERTICAL -NIA DATUM: NAVD88 ELEV.: 231.66' m of v I �Iv IN m 4� v 102.76 BW 100.76 BW 100.09 BW 140% r 23.0% JFS 9 I �101.26 F S 00.13 FS 03.22 FS 102.66 FS �, 100. GRADE r 11 BREAKS - 3;z I LINE, TYP Yr c 102.46 FS I 100. 8 FS " 100.13 FS_ i 03.02 FS 101.08 FS rs 60% 14.0 I`l 23.x% 15. 7 7.0% c rl'i 10. 19 .09 w I . 24.��� % I 2Q110% 78 !FS 10058 9.78 FS 1C 2. GRADE 99.JFS v BREAK m LINE, TYP y 99.34 FS 101.78 FS �r <;. 99.70 FS 34 FS 100.34 FS' 14y0% 2 . 7. _9.0 PUMP, TYP !_ I 100.13 FS 100.09 TG APN-- 260- 382 -39`., 100.13 BS LOT 5 1 " STEP GARAGE % FF (FRONT) 100.21 • 100.09 TG 100.13 FS r 99.92 TG ` N59'2247E 10000' 99.13 TG 19.30 TG �. APN-- 260- 382-39 99.33 BS \ G RAGE 1 " STEP FF (FRONT) 99.42 9.30 TG 199.34 FS SUMP Pump, ` S D i SCALE. 1 " = 5' BEST LANDSCAPE PRACTICES CHECKLIST 1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STORMWATER BMP AREAS. 2. IRRIGATION SHALL BE DESIGNATED TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA 3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED ON MOISTURE REQUIREMENTS\ 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES 5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA SOAKER HOSES OR XERISCAPING 6. DROUGHT TOLERANT PLANTS AND LOW WATER PLANTS ARE TO BE USED THROUGHOUT LANDSCAPE 7. HIGH WATER USE PLANTS WILL BE LIMITED 8. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE. 9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING. A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION SYSTEM FAILURE B. MINIMIZING OVERSPRAWNG ONTO HARDSCAPE AREAS C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION D. ERADICATION OF INVASIVE SPECIES E REPAIR IRRIGATION SYSTEM & COMPONENTS F. REPLENISHING MULCH G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH 5' 2.5' 0 5' 1 H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY PLANT GROWTH 1. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS. J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE GRAPHIC SCALE IN FEET 10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES QROFESS /pN 11. MULCH WILL BE USED ON SLOPES LESS THAN 31 TO A DEPTH OF 3" TO CHAf4 q! MINIMIZE EVAPOTRANSPIRATION. 12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY o Z GROWING MEDIUM FOR ALL PLANT MATERIAL. SOIL TESTING WILL BE UTILIZED TO w No. 81 1 m IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS. r Exp. 09/30/13 a 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA). sT CI V O- qTF OF CAL�F� MAXIMUM APPLIED WATER USEAGE PER MC 23.26.130 MAWA = (ETo) (0.62) (0.7x LA + 0.3 x SLA] ETo = 42.9 PER MC 23.26.040 LA = 380 SF (SUM OF BMP AREAS) SLA = 0 SF MAWA = (42.9) (0.62) [0.7 x 380 SF + 0.3 x 0 SF] MAWA = 2,125 GAL / YR DML -„�M� 11;n APPROVALS PLANS PREPARED UNDER THE SUPERVISION REVIEWED BY. R.C.E. DNOE 81571 MA� AAH R GLENN PRUIM L CITY ENGINEER DANIEL M. LOSS EXP. 09 -30 -13 DATE: 9122-113 DATE. jr/435 15' PASCO LARET SUITER CITY OF ENCINITAS ENGINEERING DEPARTMEN] DRAWING NO. GRADING AND IMPROVEMENT PLANS FOR: 2006 -2018 MONTGOMERY AVE 11622 ®G 05 -096 DR /V/CDP A.P.N. #260- 382 -34, 35 & 39 SHEET 3 OF 7 J.- \Active Jobs \2076 Montomery Ave \Enq \CAD \Sheets PLSA 2076 M'DROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSEC7ION MUST BE INOCULATED IMTH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERIIFICA71ON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WET17NG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 507 OF THE STRAW INTO THE SOIL, C FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 157 SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.• A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION. OF: 1. TRACK WALKING SLOPES STEEPER THAN 6. 1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLAN71NG BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. AS BUILT DANIEL M. LOSS R.C.E. NO. 81571 EXP. 09130113 REVISIONS X. I NEW. __SD­—' — nc COARSE AGGREGATE FILTER FABRIC ORIGINAL GRADE 1 F 1.1' MIN., UNLESS 07HERMSE SPECIFIED BY A SOILS ENGINEER SECTION A -A NOTE.• CONTRACTOR TO MODIRY CONSRUCRON ENTRANCE IN THE FIELD AS NECESSARY DITCH CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE \ J \ r— A Z L C GRAVEL BAG INLET N 1 I 1 I F .j L 1 PER DETAIL t F.. TYP 1 c SD \_j. CIS........ G O 1 L F. / 1 2 K K r /. 19" RADIUS A MIN. 20" MIN WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC !� / ,V DATE CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE APPROVED DATE REFERENCES DATE BENCHMARK SCALE ' g ELEVATIONS SHOWN HEREON ARE BASED ON CALTRANS BENCH MARK, 11 -DC HORIZONAL 1"=10" VERTICAL NIA DATUM: NAVD88 ELEV.: 231.66' N5922'54 ", 100.01' nc-y- L —nc SD - c SO I 11E GRAVEL BAG INLET PROTECTION PER DETAIL \ THIS SHEET, TYP v a_ \LRA BAG INLET Q " - H , PROTECTION PER DETAIL r- THIS SHEET, TYP ,. N59 22'47 "F 100.00' aS — GRAVEL BAG INLET — — I — - PROTECTION PER DETAIL L— nc� as ��� THIS SHEET, TYP RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY ., EROSION CONTROL PLAN SCALE. 1" = 10' GRAVEL BAG DETAIL NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC I'O11 WIRE _ SILT PENCE DETAIL NOT TO SCALE " " "" °' "" s °' APPROVALS DIAL DML - WJS PLAN PREPARED UNDER THE SUPERVISIT 1; 13 REVIEWED BY.• DATE: 0 17 14/1 JA R.C.E. NO. 81571 MASIH MAHER GLENN PRUIM CITY ENGINEER DANIEL M. LOSS EXP. 09 -30 -13 DATE: 1P 122 1 1 DATE: $ 22 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS 7HAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDEN7IAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. ESS/ w No. 81571 Exp. 09/30/13 W sr\ clw./ 10" 5" 0 10" 20 109999� RE GRAPHIC SCALE IN FEET 30' PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana BeVA, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 pleagngineering.com CITY OF ENCINITAS ENGINEERING DEPARTMENT E)RAWING NO. GRADING AND IMPROVEMENT PLANS FOR: 20.06 -2018 MONTGOMERY AVE 11622 -G 7 05 -096 OR /V/CDP A.P.N. #260- 382 -34, 35 & 39 1 SHEET 5 OF r7 J. \Active Jobs \2076 Montomery Ave \Ena \CAD \Sheets PLSA 20; GRAVEL BAG INLET N PROTECTION PER DETAIL t THIS SHEET, TYP 1 c SD \_j. CIS........ —_ —SD - -SD —�� 0S I 11E GRAVEL BAG INLET PROTECTION PER DETAIL \ THIS SHEET, TYP v a_ \LRA BAG INLET Q " - H , PROTECTION PER DETAIL r- THIS SHEET, TYP ,. N59 22'47 "F 100.00' aS — GRAVEL BAG INLET — — I — - PROTECTION PER DETAIL L— nc� as ��� THIS SHEET, TYP RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY ., EROSION CONTROL PLAN SCALE. 1" = 10' GRAVEL BAG DETAIL NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC I'O11 WIRE _ SILT PENCE DETAIL NOT TO SCALE " " "" °' "" s °' APPROVALS DIAL DML - WJS PLAN PREPARED UNDER THE SUPERVISIT 1; 13 REVIEWED BY.• DATE: 0 17 14/1 JA R.C.E. NO. 81571 MASIH MAHER GLENN PRUIM CITY ENGINEER DANIEL M. LOSS EXP. 09 -30 -13 DATE: 1P 122 1 1 DATE: $ 22 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS 7HAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDEN7IAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. ESS/ w No. 81571 Exp. 09/30/13 W sr\ clw./ 10" 5" 0 10" 20 109999� RE GRAPHIC SCALE IN FEET 30' PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana BeVA, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 pleagngineering.com CITY OF ENCINITAS ENGINEERING DEPARTMENT E)RAWING NO. GRADING AND IMPROVEMENT PLANS FOR: 20.06 -2018 MONTGOMERY AVE 11622 -G 7 05 -096 OR /V/CDP A.P.N. #260- 382 -34, 35 & 39 1 SHEET 5 OF r7 J. \Active Jobs \2076 Montomery Ave \Ena \CAD \Sheets PLSA 20; TEMPORARY SHORING GENERAL NOTES GENERAL 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER. 2. THE DESIGN IS BASED ON THE 2010 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 2011, PAGES 10 -1 TO 10 -42 CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. MINIMUM SURCHARGE OF 215 PSF HAS BEEN USED IN THIS DESIGN TO ACCOUNT FOR NORMAL TRAFFIC LOADING. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF TEN FEET FROM THE BACK OF LAGGING. MONTGOMERY AVE TEMPORARY SHORING 3. TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY SH -1 UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO SH -2 SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE. SOILS CRITERIA REPORT BY: ADVANCED GEOTECHNICAL SOLUTIONS, INC. 9707 WAPLES STREET, SUITE 150 SAN DIEGO, CA 92121 REPORT NUMBER: EMAIL PROVIDED BY JEFF CHANEY REPORT DATE: 10 -16 -2013 EQUIVALENT FLUID PRESSURES: ACTIVE PRESSURE: 19H PSF RECTANGULAR FOR LEVEL BACKFILL PASSIVE PRESSURE: 407 PCF (FROM STRUCTURAL DESIGN CRITERIA) STRUCTURALSTEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A572 (FY =50) NOTED AS "H.S." 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc 3000 PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE). 3. 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). ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP A. CAISSON 2,500 PSI 3/8" 6" TIMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) OR HEM -FIR PRESSURE TREATED, AND SHALL BE GRADE MARKED #2 OR BETTER. 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 HOLE. 1.3 PLACE A MINIMUM OF 2,500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION. 1.3a "STIR N STUFF" METHODS MAY BE USED IN PLACE OF THE 2500 PSI CONCRETE TOE. RAW SACKS OF CEMENT (MIN. 3 SACK MIX) SHALL BE BLENDED WITH SOIL AND WATER WITHIN THE HOLE TO CREATE A CONCRETE SLURRY IN THE TOE SECTION. 1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION TO EXISTING GRADE. 2. LAGGING PLACEMENT: 2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS. 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS. 2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1 MAXIMUM, PACK GAPS WITH NON - SHRINK GROUT. 3. EXCAVATION MONITORING: 3.1 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 FOUNDATION IS COMPLETE. THE SURVEYED SOLDIER BEAM DATA POINTS SHOULD BE LOCATED AT APPROXIMATELY 50 FEET ON- CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS 1/2' SPECIAL INSPECTIONS: 1. CAISSONS 1.1. SPECIAL INSPECTIONS AS NOTED IN THE 2010 CBC FOR DEEP FOUNDATIONS SHALL BE REQUIRED FOR ALL CAISSONS ON THIS PROJECT �i Ber erABAM 10525 Vista Sorrento Parkway, Suite 350 San Diego, CA 92121 (858) 500 -4500 FAX: (858) 500 -4501 CHANGE DESCRIPTION Lm L Iq APPROVED I DATE BENCHMARK ELEVATION = 231.66' DATUM = NAVD88 SCALE HORIZONTAL: NOTED VERTICAL: NOTED SHEET INDEX GENERAL NOTES AND DETAILS TEMPORARY SHORING PLAN AND ELEVATIONS NDERGROUND SERVICE ALE BALL: TOLL FREE 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG SPECIAL DISTRICT APPROVAL PLANS PREPARED UNDER SUPERVISION OF J \\ DATE: 1 I 11 hl? ° - 1 R.C.E. NO.: 4363 HAMID LIAGHAT EXP.: 6 -30 -14 �E SHOIltN4 dirsarm h0hU VEO 6Y Ls(►A. GOn.P. AS OL 13•11119 O Z w U H C7 Z LL z LL C LL Cc ILL EXISTING GRADE I� J \\ 2 -1 SH 1 Z Q w w \j U) Of / / � \� rn Q LEAN CONCRETE PER NOTES I 4, STRUCTURAL CONCRETE PER NOTES w J w �\ x \\ U) \� UJI / EL \\ LAGGING PER PLAN & ELEVATION EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF FOOTING SOLDIER BEAM PER SCHEDULE CAISSON PER SCHEDULE r (fc = PER NOTES) TYPICAL CANTILEVER SECTION SCALE: 1/2"=V-O" SOIL RETAINED F- J \\ Q w \j O U) rn Q a U LEAN CONCRETE 3x LAGGING PER ELEVATION � _ z \ CA SOLDIER BEAM PER SCHEDULE TYPICAL LAGGING DETAIL H -1 SCALE: 1"=l'-O" ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RECOMMENDED: APPROVED: GRADING PLAN FOR: 2006 -2018 MONTGOMERY AVE MASIH MAHER, C42519 GLENN PRUIM, C51274 DATE ENGINEERING AND PUBLIC DATE WORKS DIRECTOR PLANNING CASE NO: 05 -096 DR/V/CDP A.P.N. #260-382-34,35&39 DRAWING NO. 11622 -G SHEET 6 OF 7 I ■ QJ, BergerABAM ■ CHANGE NO. 10525 Vista Sorrento Parkway, Suite 350 San Diego, CA 92121 (858) 500 -4500 FAX: (858) 500 -4501 DESCRIPTION 8 0 8 16 scale feet APPROVED I DATE BENCHMARK ELEVATION = 231.66' DATUM = NAVD88 SCALE HORIZONTAL: NOTED VERTICAL: NOTED u: WE X -20.0 ELEVATION PER SCHEDULE (ASSUMED B.O.E. AT DATUM = 0.0') 1/8" = 1' -0" TEMPORARY SHORING SOLDIER BEAM SCHEDULE - ELEVATION N 3X12 SOLDIER BEAM CUT LENGTH EMBED. LENGTH TOTAL LENGTH CAISSON 0 EMBEDMENT BEAM MARK SIZE ( FT. ) ( FT. ) ( FT. ) ( IN. ) ELEVATION N1 W16x26 6.0' 10.5' 16' -6" 30" 3.0' N2 THRU N6 W18x46 9.0' 14.0' 23' -0" 30" 0.0' N7 W16x26 6.0' 10.5' 16' -6" 30" 3.0' - 15.0 10.0 5.0 0.0 -5.0 - -10.0 - -15.0 - -20.0 15.0 3X12 SOLDIER BEAM CUT LENGTH EMBED. LENGTH TOTAL LENGTH CAISSON 0 15.0 -___ LAGGING S1 S2 S3 S4 S5 S6 B S7 DSCHEDULE S1 W16x26 6.0' 10.5' 16' -6" 30" 3.0' PER 10.0 14.0' 23' -0" 30" 0.0' S7 W16x26 10.0 10.5' 16' -6" 30" 3.0' 5.0 I - I I I I 5.0 0.0 _ I 0.0 __- I l' l _ -5.0 l l LI• LI' -5.0 GRADING PER OWNER AND I I I I I -- -10.0 CONTRACTOR I I I I I I -10.0 41-16 Sib CONCRETE CAISSON -15.0 ;, PER SCHEDULE -15.0 EMBEDMENT -20.0 ELEVATION -20.0 PER SCHEDULE (ASSUMED B.O.E. AT DATUM = 0.0') SOUTH TEMP SHORING ELEVATION S 8 0 8 16 scale feet TEMPORARY SHORING SOLDIER BEAM SCHEDULE - ELEVATION N SOLDIER BEAM CUT LENGTH EMBED. LENGTH TOTAL LENGTH CAISSON 0 EMBEDMENT BEAM MARK SIZE ( FT. ) ( FT. ) ( FT. ) ( IN. ) ELEVATION S1 W16x26 6.0' 10.5' 16' -6" 30" 3.0' S2 THRU S6 W18x46 9.0' 14.0' 23' -0" 30" 0.0' S7 W16x26 6.0' 10.5' 16' -6" 30" 3.0' SPECIAL DISTRICT APPROVAL " " "" " "' °'' """ " °'" °T' `" " "' °`' ENGINEERING DEPARTMENT APPROVALS AJ AJ L PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: DATE: 10 e R.C.E. NO.: 4363 MASIH MAHER, C42519 � HAMID LIAGHAT " EXP.: 6 -30 -14 DATE ENGINEERING AND PUBLIC WORKS DIRECTOR CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRJ70F GRADING PLAN FOR: 2006 -2018 MONTGOMERY "E 1 PLANNING CASE NO: 05 -096 DR/V /CDP A.P.N. #260-382-34,35&39 SH s