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2017-13531 G (Plans)iTICTS9414INLIVAR00 OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND GENERALNOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED SUBDIVISION 1375 NORTH VULCAN AVENUE (APN: 254 - 254- 12 -00) ENCINITAS, CALIFORNIA. CTE JOB NO. 10- 12763G" DATED DECEMBER 4. 2015 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13531 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS 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 /L.'T r -• EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TONY CASSOLATO AT{ 619) 823 -_16o2 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE 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 HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP- 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY 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 OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM 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. Tl ■11 Vw DESCRIPTION: #1004 STATION NAME: ENC -04 SET 2.5" CITY OF ENCINITAS BRASS DISC IN IN DRAINAGE BOX INLET. LOCATION: THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE, ELEV: 67.639 DATUM: NAVD 88 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED, NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS LWD - (760)- 753 -0155 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. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2723 SOFT IMPERVIOUS AREA FOR DRIVEWAY: 1634 SOFT IMPERVIOUS AREA HOUSE AND PATIOS: 3136 SQFT TOTAL NEW IMPERVIOUS AREA: 4775 SQFT PLIBUC WORKS SEWER PUBLIC SYSTEM APPROVAL " _. BY: LWD �� DISTRICT •3 69 or r^ ON -DATE `` DEXTER WILSON Firm . DATE REV. HORIZONTAL: N /A LAWRENCE E. COLE VERTICAL: N/A REVIEWER INSPECTOR FSENIOR ENGINEER S KIC I�1 -f12 o . )/C IN I'v-,6 LAWRENCE E. COL .0 -(Q 3.19 -[S DATE SIGN u DATE • i, •A .) OWNER SITE ADDRESS MBM GROUP LLC 1375 NORTH VULCAN AVENUE MICHAEL CASSOLATO, MGR. ENCINITAS, CA 92024 576 CAMINO ELDORADO APN: 254 - 254 -12 ENCINITAS, CA 92024 PH. (619) 823 -3602 LEGAL DESCRIPTION THE SOUTHERLY 66 FEET OF THE WESTERLY 115 FEET OF LOT 5, BLOCK 3, SOUTH COAST PARK, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1776, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, o JANUARY 11, 1924. cl 9 OWNER'S CERTIFICATE 2 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: ZvocAi M DATE: MICHAEL CA SOLATO, MBM GROUP LLC 576 CAMINO ELDORADO ENCINITAS, CA 92024 PH. (619) 823 -3602 SOILS ENGINEER'S CERTIFICATE 1, DANIEL T. MATH, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 12 -04 -2015 AND FOR AN UPDATE ON . 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 PROJECZ4AAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: 79Ti-EL T. MATH PROFESS /p� GE NO.: 2665 ko� EL T. MgA��c EXP. DATE: 12/31/18 win GE No. 2665 �1 JOB #: 10- 127636 Exp. 12/31/18 CONSTRUCTION TESTING & ENGINEERING, INC, ST p C1 VIL �� 1441 MONTIEL ROAD, SUITE 115 F OF CAUFOR ESCONDIDO, CA 92026 PH. (760) 746 -4955 STATEMENT OF ENGINEER 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 OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING 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 PERFORMED BY� THE EEENGINEER. SIGNATURE: - �L/' � DATE: LAWRENCE E. COLE LANDMARK ENGINEERING CORPORATION o PROFESS /p 3443 CAMINO DEL RIO SOUTH, STE 204 SAN DIEGO, CA 92108 �� y PH. (619) 260 -0420 L RCE 36292 EXPIRES: 6130118 No. 36292 Exo. 06/30/18 EARTHWORK DATA CIVIL �s STEEPEST EXISTING NATURAL SLOPE ON -SITE = 17.3% qTF pF CAL�F�R MAXIMUM VERTICAL DEPTH OF CUT = 5.7' MAXIMUM VERTICAL DEPTH OF FILL = 2' CUT = 592 C.Y. FILL = 0 C.Y. iMP9R7F/EXPORT = 592 C.Y. REMEDIAL= 101 C.Y.( 1_5' REMOVAL AND RECOMPACTION UNDER AND 5 'OUTSIDE OF BUILDING AREAS) TOTAL AREA OF LAND DISTURBANCE 9254 SQ FT 1 LANDMARK ENGINEERING i W, SIGN DATE SIGN DATE DATE_-/ � / -1 d DATE 7'19'Z016 I PLANNING CASE NO: r 13531® am z 0 N w O N w�� 0 zo cn w0 LL w ZJN w moo® wog a�zN rn °z "t x g�a LA n N T O 1 N V :O N 1� 1 t r i s Y � ,4 \ \ 01 <ao V pp6 26 \ i :z � X . 66 63 9.42 5 J / ( 6 \ \ (FL 59.09) S� PAR (66 C \ � 79J � \ 59.19 \ EGPS DV /z g�ppK MPP �Ao • (67.90) 64.43 '255 13 .90 'R ED 0 \ (T8 59.40 0 4 _ , � (6 >4 (67.67 81 _ n \ G� (FL 59.15) 619 APB. 25 I 665 '% EDGE PD 9 �J,�? 67.93 �\ �(s82sJ (5 =8) c \ �oJ ' / R�EX1S� • 36 ONED0 67\ f g 66.67 REM \ EX UR FgNDE I r 10 BE (s> (6,>3 67.67 _ \ \ \ o \ s a 67.31 a (67.41 rn 6 \s \ \ (Te 66.26 l PSPV\ 6�96� 480 PpDM `J \ 00, 59.07) / i� 64.54 EX \Sj �1R�M0\�ED (65.67) �W ls0 25 \ \P 7.40) I/ X60 0.2) i 6 �0 8 \ \ s2.is / \ \ ` F8 ?59.0 �) s0 2.83 R \\� (64.93 es \ 5 t gEE. XD. R P SPP 67 46 � 0 _(658.4 , 0 t s I \ \ \ 5 I J m�`�. 'No qt r EDGE PC, _: .,,.. '\ 6 a 67.42 Z \ SDG i ca 1 ,?Ar�Af 9J A • (58.10 ERS l2� +- '- 0.7>� �X\, .'.. $s � "� .c� F-'r \\\ \ \PROP�� -�� 7'„ •� < $,� \\ \ FFg2.OS \ L ,,� 57.49 \ i �% e. , \ aoD _(1761) o \ \ \\ G '} A+Al�i+ o\ I `�'' •. \�a ' \\ FF \62.04 \ \ \ pROpOS� (\ 67.44 t7 \ Z06 SDEN AND + } } \ \ sin F \3 %, �S � s 7 vo a' $ o \ \+ +k + +k } }+ + 'F\ \��,F \ WSJ �jF6 `•Vg \\ \oi \ \ k+ + }+ k_ �o cs /3e dl \ �1G S \ o d � '^ v y s FOR NEW STREET Jr + + A- IMPROVEMENTS 89 ° si 4r. SEE \ \ \ s+ + +, k kk + E } �� F J\ s \ �F6 ° d C`� ,�� `S DWG. N0. 13531 -I \\ 57.90 }k } + + + + + .,< 8� �° ° \ N \ Q d 63 - FEN�� \ 7 \ } + + o �> FS61.72 *PRIVATE KEYSTONE RETAINING WALL AND (2) SIEWALK UNDERDRAIN + ikWI3811+ + ON 3k a ° -\ d \ 2'` Q �p -r \ d ° d d ENCROACHMENTS TO BE MAINTAINED + +ti "a + + + ° s "PVO ® 0. A y \0� °p� E`NP % % ) \ s N + + + ° rn �� 6.e -Ll ` �R \v 8 D ss 6464 (s )� FSP BY HOMEOWNER PER ENCROACHMENT \ � .� N ° \ ON ss MAINTENANCE AND REMOVAL \ + \ + +2 + } +. z,�6 �� - �, d_ Oil, FS6/ ,/PA/fE 6 C >o EX• COVENANT DOC. N0.2A1$' Ol6ZnIZ \\ U +\ @��A� + d \ a �� dl 65.02 '4 66 ��6 8 DATED: \ }p pRE` p+t + } d 1 0 %.. 5 WER�IA E 6%89 25 A- `{ �.,kG} + +} .� . �D, v� \ .27' ° q F`10 PCK 64.59 J X• DN s4 8 $r ?�R 7, NI4 °5 SR o \ \\ \ 'o, +Nab + OQlvFNj ° F �. \ . oIsR 64.54 P P pE�`'D1D + N \ _711 \ \ \ �- P k �\ K�SSOtdE u) s cn (63.70) •,�� ',� � ssO 633 NOTE: (sue U �� CP s 2 SEWER LATERALS CONSTRUCTED PER DWG. NO. 13531 -I I \ �r:z c \ TRANS G J \ o A \ \ \ \ FL • 58.17 s 56.84 6 "X16" PCC FLUSH CURB OR DEEPENED G -1 CURB VOID FILLER - 1/8' TO 3/8" (NO. 8) ACKERSTONE(AQUA -VIA TRIO) AGGREGATE IN VOIDS PERVIOUS PAVERS W/ MIN. BEDDING COURSE - 2" THICK OF 3/8" VOID 1/8" TO 3/8' (NO. 8) AGGREGATE ' SEE SOILS ENGINEER'S NOTE BELOW CHOKER COURSE - 4" THICK OF <' 3/8' TO 1/2" (NO. 57) CRUSHED ROCK\ MIN. 6" THICK OF 3/4" / CRUSHED ROCK�6" SOIL SUBGRADE -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE o -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED *SOILS ENGINEER'S NOTE: IMPERVIOUS LINER OR FABRIC TO BE PLACED BETWEEN THE REAR YARD PAVER SECTION AND THE BUILDING FOUNDATIONS ALONG THE VERTICAL LENGTH OF THE ENTIRE PAVER SECTION. THE SUBGRADE SURFACE BELOW THE PAVER SECTION IS TO BE GRADED AT MINIMUM OF 2% SLOPE AWAY FROM THE BUILDING FOUNDATION. T Z O o O y �w N ZOO 6 19 p O Nj JOO O LEGEND IMPROVEMENTS SYMBOL PROPERTY LINE: 60) EXISTING CONTOUR: PROPOSED CONTOUR: SETBACK LINE: DIRECTION OF DRAINAGE PRIVATE CATCH BASIN: RETAINING WALL: PER WALL PLANS SHEET 5 GRAVITY KEYSTONE RETAINING WALL: PER WALL PLANS SHEET 6 AC BERM 6" CONC. CURB e H PCC CONCRETE D ° NEW ASPHALT 3-AC/6 CLASS II BASE + + + + + ++ ASPHALT OVERLAY ACKERSTONE (AQUA- VIA TRIO) PERVIOUS PAVERS DETAIL PER THIS SHEET ABBREVIATIONS EX. EXISTING ASPH ASPHALT a SETBACKS TELE TELEPHONE ELEC ELECTRIC (s8� 0 REQUIRED PROPOSED TRANS TRANSFORMER FRONT YARD 20' FRONT YARD 20' FF FINISH FLOOR \ SIDEYARD 5' SIDEYARD 5' GF GARAGE FLOOR 1, 1 r1l S:�I \ \ PLANTING CpAD. 64.79 sass POCKETS s 3 \ A ppPST PARK K PLANTING B\ ppK �\AP Np N115601 CONC. DRIWEWAYLf �sJ POCKET D \Ng ApN. 254'25 DFF 65 24 F� 0 EX. ASPH DRIVEWAY -_ -- =1 2n R(1 =illl M X , Sri � FINISH GRADE >> SEE NOTE A PAD 61.89 =II =11p Iil =1111- SECTION B -B SCALE 1 " =5' SECTION /A-/A SCALE 1 " =5' Li RETAINING WALLS LOCATED ON A PROPERTY LINE WILL BE CAPABLE OF WITHSTANDING A SURCHARGE. (TO THE SATISFACATION OF THE CITY ENGINEER) FINISH GRADE PAD 61.89 REAR YARD 15' REAR YARD 15' TW TOP OF WALL BW BOTTOM OF WALL LAND DISTURBANCE TG TOP OF GRATE 9254 SQ. FT. CB CATCH BASIN FL FLOWLINE FS FINISH SURFACE RW R R *11 ) r I _ - y I GRAVITO`fS � RA _ two 61.. NEW CURB, GUTTER & SIDEWALK FINISH SURFACE AT 2% GRADE 25' It , R PzD DBIICA im 1' `�� 5.86' 7.14' 5 3' NSW RgMENT 4 AC 16 CLASS II o WATER METER (TYP.) s BASE xs PER WAS WS -03 e 2 (0.8% _ % FUTURE FINISH SURFACE NEW CURB GUTTER AT 2% GRADE & SIDEWALk NORTH VULCAN AVENUE FINISH SURFACE STA 3 +55.47 AT 2% GRADE SCALE 1 " =10' WAN 11 00 0 N �h BIORETENTION BASIN SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. 6.00' U y EX. ASPH PLANTS THAT ARE NOT PRONE TO ROCK ENERGY TURF REINFORCEMENT MAT o �- DRIVEWAY BLOCKING THE DRAINAGE FLOW MAY DISIPATOR IF APPLICABLETGX12CB o - - -- ALSO BE PLANTED ON SIDE SLOPES 2 FREEBOARD iii =ru- -- FL60.33 z 2" WALL 2A PER SDRSD C -03 `� �; � cc SEE NOTE A SEE SHEET 5 FOR PROFILE 01 SECTION -C SCALE 1 " =5' NOTE A INSTALL PREFABRICATED VERTICAL SHEET DRAINS USING SINGLE SIDED SITEDRAIN SHEET 180 SERIES (AMERICAN WICK DRAIN CORP) OR APPROVED EQUAL. DRAIN IN A STRIP ED DRAIN AT BASE PER SOILS REPORT. No. 02M ExP• 06/30/78 `Sy CIVIL L OF CALv 2 -3 PVC 4" I N Y: z N c TO CURB I I I =1 I I =1 I I III =1 I =1 I I� I I =1 " WALL 2A PER SDRSD C -03 n I1 =) I1 = � I I I=1) �I - I ]LI SEE SHEET 5 FOR PROFILE p III = III = III =1�1 18' MIN, ENGINEERED SOIL a= a-r-� ,o,,,,o°°o°o° °,o °,;° ° °° ° ° ° ° °° ° ° ° ° °° °° PER CITY OF ENCINITAS STANDA "SEE NOTE BELOW" o� c) 41' a 2" MIN. 38' GRAVEL z 0 c uiw �� z ui z 1.33 4" MIN. 3/4" CRUSHED ROCK NOTE: OMIT SUBDRAIN PERF PIPE ON Z 0 cc w r WALLS 2 AND 2A cr a 6 ¢o- "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO o n, MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR g n HARDWOOD MULCH, AND 20 -30% TOP SOIL, NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. BIORUMON BASIN NO SCALE AS -BUILT APPROVAL I N Y: DRAWN BY: CHECKED BY: EN INE RI G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT - -- PLANS PREPARED UNDER SUPERVISION O'F. / DATE: _�/�/�8 REVIE t� GRADING PLAN FOR: �ii�tt✓L� / /e��rr� CASS ®LATO RESIDENCES 415'7c ninoTU All 11 nAni Avcnsa oc \ p1,1, uu lE 5o a21 \ T8 59.4z \ (FL 59.09) POR' �OOPS� PA fsBTS) U1 SOVTH E -(ss)- \ 59.16 \ LGPS G� g�00K MPp N0 EX \Sg�1REMCVEO \ (67.90) 5 -Z55'13 (67.60) 58.83 I f6,R7 67.81 \ \ \ G (8 59.75) 61 g0 PPN' 2 sss>/ 'EDGE PC Zg )^ rn 67.93 \\ (6825) (5_ \ \\ un \ \\ \•, r,..� i6� RAVEL BAGS (ES6Q) �J6„ \ \ X � C� ) CE 7 EX \S8E MOVs 0 fs,� 9 \ Rg 2 HIGH 4TYP. 66.6, RE \\ ? r? EX SE \ SEE DETAIL (64 >SJ EX LN NPSE I °' �0 s'oo >2j 36� �� 67.31 \ \ y 0s NP Y SC -8 SC 8 PR \IFWP - \ 4 O P� WP ® \�`L C 167.41 s co \ y ° \ \c R3 �61s�1 OR \VLF\ sA EX. 0 \SP\A i ' 's3 62.71 E FX. PSP 6�g6� C 80� » �M EX• 12 \\ WSJ \\ �� \ (FB 59.07) �X \rr�• �$ O Q 165.61 EX`�A \ O ) , . -... \\ (i8 59.21 g9,00 1 ,'"'"" - a\ 67.46 I a 164.o ( g � 62 FCK , , N 4 5 - 2�r2o� ' ° • 1 ":� v 58.40 �Fj m �� 3 67.42 \ \ \ \ \ \ (rc .SS 2�l EX 1 p \ \G& 0 ,1►1.0 r� ' \ 10.5 o 1 I- � � W � m , � 4 PVC a. �•-•` ,� � qs C9 `9i \ , -o -o �\ �, � T r r \\ U� \\ Og \ Z fs > >2) \ \ (sa.10 I aso.7o Q ' J \E\ S60 F rrF C6 G !s� CB A VF6 0 7r ",\ � X� \ i : 67.46 vG �c`1'o a? o\� (57.61) \ \ \ Y5q.�! . 'o c, - c \\ \ � -\ rn r `F62 \ + + T� ++ �Ti A + + m GO 6T B. \ c s d F FOR NEW STREET \\\ \ + k + EX+ �� 9 J '` Q .r ° s S \\ �F6 X89 ��. \ �) \ a FS &I IMPROVEMENTS SEE \ 866 / + + �, + + + + as \ ,: o d , a a �\ DWG. NO. 13531 -1 \�7.90 ++ + - ++ + ++ + + \'`'4 �R ° -�' \\ r° � ad . a ° d 'O \ \\ \ \ + ++ + + d . FS61.72 o t a °) W S a ►. d UN�`"2 •� 6 •5 .. 4 d a d/ \ W N a 6 °PV I AJ n OCiO`vV � \ + ,• vin + + a � a � � � o. , - � � � \� � � ERNE A- +Z + inr C) d �6a �A F$6 °tppll�" 65 �� \ ✓� 5 + + \\ p Dt Zst�� + ++ d \ 1.0% ✓ a 4E %y, J oKC. E�1�REE 2 X� " \ \ '-�\+ A, k $ + + v\ B U Q �gPCK oo. 64.59 EX• 64 8 a . r I f � T O o �y '700 3 O �n0� ti /.425 h ^ 1216 \ 61 O 9t11 4�^ y n .6 ) 64.94 \ \ <6sJ PN CONC 65>0� EX FS L� �� ++ ++ a o g S X110 g9 ✓ `� + + + 7 \� da O E 6�. PPS \0 A. O \ �O A. + + ++ ? \\ o;\ S® S s •r 64.58 EX PLANTING wa�G sR i 0AC- POCKETS � 64.79 6k 63 LOT 4 OOPS pP TEMPORARY GRAVEL CONSTRUCTION i + 9 63.70) �o ?s OcK 3, S 10 �1� -6 ENTERANCE (OR APPROVED EQUAL) \ ° +�'j �-\' ®� 6 6 \ PLANTING a� MPP 35,01 SEE DETAIL THIS SHEET ( \- �'�� °s 332 ?sz POCKET 25q -2 ® \ \ �d . 'nom 1) 6343 EX gl1 \LOS C PPN y` < s� A v v\ FF 65.2 : � c 6z,2 Ex. 0 6 GRAVEL BAGS \ ` G v \ 0, + m 2 HIGH (TYP.) h� \ 57.64 \ \ \ SgSO\ SEE DETAIL �- \ \ "' \ fs2 \ N ¢ s) I SC -8 SC -8 \ s f6. \ FL • 58.17 6�S O O \ \\ \ SB S O y�c' \ \ \ 8) n f \ \ so (57.60 \ �L >, 56.84 \ y o', .° \ FL 58.08 \ O \ \ 01 EX y 120Q (TB 58.59 \ \ \\ (EI4S8.0 /(FL 57 \99) EX. BERM CHANGE NO. DESCRIPTION APPRO D DATE BENCHMARK SCALE AS -BUILT APPROVAL AS- -BULL DESCRIPTION: #1004 STATION NAME: ENC -04 SET 2.5" CITY OF ENCINITAS BRASS DISC IN l�1 IN DRAINAGE BOX INLET. HORIZONTAL: 1 " =20' LOCATION: THE NORTHEAST CORNER OF THE LAwREAVCE E. CoGE CITY OF ENCINITAS LEUCADIA OAKS PARK ON VERTICAL: 1 " =20' THE WEST SIDE OF RAINTREE DRIVE. REVS Ew�R i>�SPEtruR SEnnta ENriu1 ELEV. 67.639 DATUM: NAVD 88 1 SW IcAa 1/Iq lb* _ 5/`� 1' �1 • �G No. 36292 E.P. 06 130118 \T CIV11 e F C CAL \Fo F+dlf�lk� e�y 6� !.. V:: DIVERS /ON RIDGE REQU IRED WHERE GRADE EXCEEDS 2% 2 ,- OR GREATER i ROADWAY FILTER FABRIC SECTION A - A \ NOTE: / STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS EQUIVELENT HEIGHT TO CHANNELIZE RUNOFF TO 8AS /N AS REQU IRED. SUPPLY WATER TO WASH WHEELS /F NECESSARY FLOW FLOW o � o A o A 2 " -3° (50 -75mm) o COURSE AGGREGATE o 12' MIN. MIN. 6" (150mm) TH K (-T, 6m) DIVERSION RIDGE 50' (15m) MIN. NOTES: PLAN 1. THE' ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. J. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY CONSTRUCTION ENTRANCE NO SCALE EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE' MESH SUPPORT M LEGEND .STEEL O WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM DIRECTION OF LOT DRAINAGE SIDE OF POST MATERIALS & WASTE MANAGEMENT CONTROL BMPs "' "' 1 CWG WITH s FVVEE WM -1 MATERIAL DELIVERY & STORAGE � /•BU E INCING WT� T E T FE WM -5 SOLID WASTE MANAGEMENT STEEL OR WOOD POST 35" (1m) HM,H MAX. WM -9 SANITARY WASTE MANAGEMENT POND/NO HEIGHT POND /NG HEIGHT WM -8 CONCRETE WASTE MANAGEMENT N o ?Nmm WM -6 HAZARDOUS WASTE MANAGEMENT WX f``O -" S 25--) B-(200mm RAGE HT. WM- HAZARDOUS WASTE MANAGEMENT I , v: ( mJ \ (' oo m) 4°r5' (100 X 150mmJ TEMPORARY RUNOFF CONTROL BMPs TRENCH WITH BAGXF/LL COMPA TED TMCH DBTAM DWALUUON API'HOUT TMCHING FTC -1 STABILIZED CONSTRUCTION ENTRANCE i°sarFENGESH41LBEP/ACmONSLOPE CON70URS TO MAX /M/ZE PONDING EFFICIENCY. SC -6 SC -8 GRAVEL OR SAND BAGS 2 /hSPECT AND REPNR FENCE AFTER EACH STORM EVENT AND REAro SEDIMENT WHEN NECESSARY .9 225mm MAXIMUM RECOMMENDED S BE EAwT. SC -1 SILT FENCE 3 REMOVED SEDIMENT SHALL BE DEPOSITED To AN Aqv SEDIMENT OFF SITE AND CAN BE PEERMANEMLY FS-C---71 STREET SWEEPING SILT FENCE DETAIL NO SCALE W Z Z N CONCRETE THE CONCRETE MUST COMPLY WITH ACI318 FOUNDATION: GENERAL NOTES 1. CEMENT SHALL CONFORM TO ASTM C150,TYPE II. 1. ALL FOUNDATION RECOMMENDATIONS SHALL COMPLY WITH THE CBC 2016 1. IN CASE OF CONFLICT, SPECIFIC NOTES AND DETAILS SHALL TAKE 2. AGGREGATES SHALL CONFORM TO ASTM C33 FOR HARD ROCK CONCRETE, AND TO PRECEDENCE OVER THESE GENERAL NOTES AND STANDARD DETAILS. ASTM C330 FOR LIGHTWEIGHT CONCRETE. AGGREGATE SIZE SHALL BE 3 4 SECTION 2 SDRSD C -01 5' -4" '. SDRSD C -01 (3' -8 ") / ' a 2. FOOTINGS EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND 2• WHERE A DETAIL IS IDENTIFIED AS TYPICAL THE CONTRACTOR SHALL 3. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. STANDING WATER :PRIOR TO POURING CONCRETE, EXCAVATIONS SHALL BE APPLY THIS DETAIL TO EVERY LIKE SITUATION, WHETHER OR NOT THE ¢, APPROXIMATE DRY DENSITY SHALL BE 110 PCF FOR LIGHTWEIGHT CONCRETE REFERENCE IS MADE IN EVERY INSTANCE. °z CHECKED, AND 145 PCF FOR HARD ROCK CONCRETE. CONCRETE SHALL BE HARD ROCK. 66.83 3. SUBMIT COMPACTION TEST REPORTS FOR ALL FILL BY A QUALIFIED TESTING 3. ALL WORK THAT lS NEITHER SPECIFICALLY NOTED NOR SPECIFICALLY 1 o LAB TO ARCHITECT AND BUILDING DEPARTMENT PRIOR TO REQUESTING DETAILED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR 5. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. W a �� p FINISH GRADE 0 FOUNDATION INSPECTION. ALL LOOSE AND FILL SOILS SHALL BE COMPACTED WORK SHOWN ON THE DRAWINGS AND /OR WITH TYPICAL DETAILS, ADMIXTURES SHALL NOT REDUCE THE SPECIFIED MINIMUM COMPRESSIVE Z ryxI o° o TO A MINIMUM OF 90% OF THE MAXIMUM SOIL DENSITY. STRENGTH OF THE CONCRETE. (CALCIUM CHLORIDE SHALL NOT BE USED). 66 x `l. r7 4. DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE A. o� 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY 17 A Q) �'y 4. CONTRACTOR SHALL PROVIDE FOR DE- WATERING OF EXCAVATIONS FROM CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY AND REVIEWED BY THE ENGINEER. MIX DESIGNS SHALL BE STAMPED AND IFT TW 65:50 ^�x x"�k SURFACE OR SEEPAGE WATER. DEVICES, INCLUDING SHORING AND TEMPORARY BRACING. THE CONTRACTOR + fTw 64.83 y a SIGNED C A CIVIL ENGINEER CURRENTLY REGISTERED IN CALIFORNIA: N TW 6¢•17. x SHALL TAKE ALL NECESSARY MEASURES AND BE RESPONSIBLE FOR THE ^� 7. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE: TW 63.50 5. THE MAXIMUM ALLOWABLE SOIL BEARING PRESSURE SHALL BE: SAFETY OF ALL PERSONS AND STRUCTURES AT THE VICINITY OF THE CONCRETE PANEL .......... ...........................3000 PSI TW 62.83 ALLOWABLE BEARING SOIL = 2000 psf SOIL REPORT SITE. VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH MEASURES. CONTINUOUS FOOTINGS .. ...........................2500 PSI 6. FOOTING ELEVATIONS INDICATED ARE ASSUMED TO BE IN SUITABLE BEARING SPREAD F001INS ..... ............................... 2500 PSI SOIL.THE ACTUAL ADEQUACY OF THE BEARING SOIL SHALL BE VERIFIED 5. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE 2016 SLAB ON GRADE ...... ............................... 2500 PSI TF 60.17 FINISH GRADE PRIOR TO PLACING ADEQUACY THE CALIFORNIA BUILDING CODE AS AMMENDED AND ADOPTED BY THE LATEST O TF 59.50 ORDINANCE OF THE CITY OF SAN DIEGO, AND OTHER REGULATING AGENCIES 8. WHERE NO ADMIXTURES ARE USED, SLUMP SHALL NOT EXCEED 3" FOR SLABS yx�p SOIL SLOPE EXERCISING AUTHORITY OVER ANY PORTION OF WORK. ON GRADE AND 4" FOR ALL OTHER CONCRETE WORK. 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY SITE CONDITIONS 9. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS PROFILE. RETAINING WALL 1 NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM THE INDICATED FOR ALL SLEEVES, INSERTS, MOLDS, GROOVES, ORNAMENTAL CLIPS,...ETC, TO MAXIMUM /MINIMUM DIMENSIONS, INCLUDING EARTH HEIGHT, CONFLICT IN BE CAST IN CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS,.. ETC. GRADES, ADVERSE SOIL CONDITIONS.... ETC. SCALE: HORIZ. 1 " =6' 1336 SQ. FT. 10. NO CONDUITS OR PIPES PLACED IN THE SLAB SHALL HAVE AN OUTSIDE VERT. 1 " =6' 7 THE AND SHALL CONTRACTOR ELY NOTIFY DIMENSIONS OF ANY STARTING DIAMETER GREATER THAN N A OF THE SLAB THICKNESS. 3. CONDUITS OR 10' -0" MIN. DAYUGH PIPES SHALL BE PLACED IN A SLAB THAT IS LESS THAN 3.5 THICK. 8. OPENINGS, POCKETS, ETC, SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS EXCEPT FOR LOCAL OFFSETS, MINIMUM CLEAR DISTANCE BETWEEN CONDUITS UNLESS SPECIFICALLY INDICATED OR APPROVED BY THE ENGINEER. AND PIPES, PLACED IN CONCRETE, SHALL BE 6 ". 9. TYPICAL BASIC DESIGN LOADS CRITEREA: TYPICAL DETAIL SHOWING \-FOOTING VERTICAL LOADS: 11. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC, SHALL BE SDRSD C -03 THE MINIMUM HORIZONTAL ROOF & FLOOR DEAD LOAD: ....... .............................25 PSF FORMED WITH A 3/4" CHAMFER. DISTANCE FROM THE ROOF LIVE LOAD: FLAT ROOF ....... .............................20 PSF a a 0- FOOTING TO THE SLOPE 12. ALL FORMWORK MUST BE CLEANED, INSPECTED AND APPROVED PRIOR TO M M M I SDRSD C -03 FACE. FLOOR LIVE LOAD =40 PSF , IF ANY PRIVATE DECKS LIVE LOAD ........... 60 PSF PLACING REINFORCEMENT. ALL REINFORCING BARS, ANCHOR BOLTS AND 0o m t. 0o n PUBLIC AREAS LIVE LOAD ............ 100 PSF INSERTS TO BE SECURED IN PLACE PRIOR TO POURING CONCRETE. o LATERAL LOADS: LIGHT WEIGHT STORAGE 125 PSF 0o N Co M 1 q SEISMIC : ZONE FOUR , 13. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT ± FINISH GRADE + + + + °o + WIND BASIC WIND SPEED = 110 MPH, WIND EXPOSURE: B TILE FINISH SHALL BE APPROVED BY THE ARCHITECT IN ADVANCE. 0 TW 61.50 + FINISH GRADE 10. ANY DISCRIPENCY IN THE DRAWNINGS DISCOVERED BY THE CONTRACTOR 14. CONTRACTOR SHALL SUBMIT JOINT LAYOUT FOR CONCRETE WORK TO BE APPROVED BY AFTER THE CONSTRUCTION HAS STARED, IT IS THE CONTRACTOR'S RESPONSIBILTY THE ENGINEER PRIOR TO FABRICATION OF REINFORCING BARS. CONTROL JOINTS FOR TW 61.50 TO DO FIX ON HIS OWN EXPENSES INTERIOR SLABS ON GRADES SHALL NOT BE SPACED MORE THAN 24' IN ANY DIRECTION. gF 11. ALL DETAILS SHOWN ON STRUCTURAL DETAILS SHEETS ARE TO BE USED AS TYPICAL 15. REINFORCING STEEL SHALL HAVE A CONCRETE COVER AS FOLLOWS: TF 57.50 1 N 1 1 t I 0°11p0111- DETAILS A) UNFORMED CONCRETE CAST AGAINST EARTH........... 3" FINISH GRADE yd1�21k SIMPLIFY STATIC B) FORMED CONCRETE IN CONTACT WITH EARTH AND CONCRETE EXPOSED TO WEATHER TF 57.50 FINISH GRADE BARS #6 AND LARGER .......................... 2" PROFILE: RETAINING WALL 2 #508 "O.C. Site Class D BARS #5 AND SMALLER ....................... 1.5 EXIST GRADE Mapped Spectral Response C) CONCRETE NEITHER IN CONTACT WITH EARTH NOR EXPOSED TO WEATHER: T=-T : Tip -ill -1!I F iT- SCALE: HORIZ. 1 " =6' PROFILE: RETAINING WALL 2A III ,I'I I1 =III I! I- Acceleration Parameter, SS _1.178 SLABS, WALLS AND JOISTS: " 174 SQ. FT. • 4 ®24 "O.C• I I1-1I I I = II 111 I I Mapped Spectral Response BARS #14 AND LARGER . ............................... 1.5 VERT. 1 =6 41402ONTAL I (i =1111 III Acceleration Parameter, S1 -0.454 BARS #11 AND SMALLER .............................. 3/4" SCALE: HORIZ. 1 =6 REINFORCEMENT - (i Seismic Coefficient, Fa =1.029 - =i BEAMS AND COLUMNS (TO TIES) .................. 1.5" 144 SQ. FT. I Seismic Coefficient, Fv= 1.546 VERT. 1 -6 MICE Spectral Response UNPROTECTED COLUMNS (IN PARKING AREAS) ....... 2.5' fm' 8" OUPSI I WATER PROOFING BY OTHERS Acceleration Parameter, SMS =1.212 THE ABOVE COVERAGE VALUES SHOULD NOT BE EXCEEDED BY MORE THAN �^ �04?01;�' WITH SPECIAL I MICE Spectral Response 50% OF THE SPECIFIED VALUE. tixp� 3�I�l� tti fc' INSPECTION 500 PSI 6>_g Acceleration 16. DOWELS E REINFORCEMENT NOF WALDLS SUPPORTS AND COLUMNS. MATCH IN SIZE AND SPACING 2.75' Acceleration, Parameter SDS =0.808 17. CONCRETE WALLS SHALL BE REINFORCED WITH #4 0 12" O/C EACH WAY WN 1 #5 08 "O.C• I #4 AND SMALLER fy= 40,000 PSI Design Spectral Response CENTERED IN WALL. EXIST. GRADE Acceleration, Parameter SD7�.468 #5 AND GREATER fy= 60,000 PSI TI; - =J1 L1 III -1I f -11� #5 ®8 "o.c. I PcAM=0.492 MASONRY: #4 024 00.c. =1i _III __III ' r HORIZONTAL - =111 I F SEE NOTE B 1. CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT AND CONFORM TO GNU + REINFORCEMENT I 111 =111 III ASTM C90,GRADE "N ".OPEN END UNITS SHALL BE GROUTED SOLID. SHj 4 I_ (= (_) h #5 ®16 "O.C. T AND BOTTOM I r � }OO�O ' +. 0 11_li FINISH GRADE m SEEINO NOTE Fill AUAoII 1�L�Z[s�U /1EJZEwED 2 PROVIDE DEEP CUT BOND BEAM UNITS WHERE HORIZONTAL REINFORCEMENT OCCURS. 12 5 I WATER PROOFING BY OTHERS = �Iri I�II 111 -I11 111- III - 111 - 111= 11�111�11 I A110 RM/i0�&D 6Y ESGit 3. BLOCKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. 1+ fm'$1500 PSI AS PL it P2 331. 4. MATERIALS SHALL CONFORM TO THE FOLLOWING U.B.0 STANDARDS: r� WITH SPECIAL I • A) AGGREGATE: STANDARD 24- 21,AGGREGATE FOR MASONRY MORTAR A. v INSPECTION w STANDARD 24- 23,AGGREGATE FOR MASONRY GROUT fc' =2500 PSI #4 AND SMALLER fy= 40,000 PSI 8 12" #5 AND GREATER fy= 60,000 PSI 5-4" 1 NOTE A B) CEMENT: STANDARD #26- 1,PORTLAND CEMENT 2x� ?6� L C) LIME: STANDARD #24- 18,HYDRATED LIME FOR MASONRY PURPOSES 7x4333 2.75" (3) #4 T &B INSTALL PREFABRICATED VERTICAL SHEET 5. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER ^ + 2 #5"?8 "O.C. I #4 012 "O.C. 4' -7.2" DRAINS USING SINGLE SIDED SITEDRAIN 28 DAYS. RECOMMENDED MIXING PROPORTIONS IN VOLUME: 0 MID SECTION o PORTLAND CEMENT 1 PART SEE NOTE B SHEET 180 SERIES (AMERICAN WICK DRAIN SAND (BASED ON DAMP LOOSE CONDITION) : 3 PARTS 1 #5 ®16 "O.C. T AND BOTTOM I : CORP.) OR APPROVED EQUAL. DRAIN IN A P LIME : 3/8 PART FINISH GRADE m 8"X8" KEY 6' -g" HEIGHT With 100 psf SURCHARGE STRIPPED DRAIN AT BASE PER SOILS REPORT. s' GROUT DYSHALL HAVE A ENDEDIMXI1 G PROPORTIONS STRENGTH OF 2500 PSI AFTER d I I I =1 I I -1 I I -1 11 =1 I I 1 11-1 I C I I� 11=1 I I-1 I ICI I I I '� vwN` o S ECTI O N Z PORTLAND CEMENT : 1 PART SNt 4 NOTE B SAND (BASED ON DAMP LOOSE CONDITION), : 3 PARTS g 12" PEA GRAVEL (BASED ON DAMP LOOSE CONDITION) : 2 PARTS 7. PROVIDE PRISM TESTING AS PRESCRIBED BY SECS. 2105A & 2105A.3 OF THE CBC. JV LANDMARK ENGINEERING CONTRACTOR TO LEAVE OUT THE MORTAR IN 8. MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI AFTER QgOFESs 28 DAYS, (f'm = 1500 PSI).f'm SHALL BE DETERMINED IN ACCORDANCE PLAN® RETAINING WALLS 1, 2 2A 3 AND 4 (3) #4 T & B ��E CEeclF2 CORPORATION IN THE VERTICAL SPACES BETWEEN ALL THE WITH SECTION 2105A OF THE C.B.C. #4 012 o.C. i 3443 Camino Del Rio South BLOCKS IN THE FRONT COURSE ABOVE THE 9• RETAINING WALLS AND WALLS BELOW GRADE SHALL BE GROUTED SOLID. `20' 0 MID SECTION 4'-6" Q 10. ALL CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED SOLID. SCALE: 1 =20 of No. 36292 Suite 204 SOIL OR PAVING (HEAD - JOINT) ON THE 11. LIFTS SHALL NOT EXCEED 6' IN HEIGHT.CLEANOUT HOLES SHALL BE 5'-4" HEIGHT with 100 sf SURCHARGE Exp. 06/30/18 San Diego, CA 92108 PROVIDED AT T14E BASE OF ALL GROUTED CELLS FOR POURS OVER 5' IN HEIGHT. p * * g FRONT FACE OF WALL. 12. GROUT CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR 8 "XB" KEY SECTION 1 T C V1� �� (619) 260 -0420 1.5" BELOW THE TOP OF THE UPPERMOST UNIT. F OF CAUFO 13. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT.RODDING WILL NOT BE ACCEPTED. SI DRA N CHECKED BY: CHANGE NO. APPROVED DATE BENCHMARK SCALE AS -BUILT APPROVAL LEG EN INEERIN DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING O. •�UI L.I �. DESCRIPTION: #1004 STATION NAME: ENC -04 PLANS PREPARED UNDER SUPERVISION REVS WALL PLANS FOR: SET 2.5" CITY OF ENCINTAS BRASS DISC IN CASSOLATO RESIDENCES IN DRAINAGE BOX INLET. HORIZONTAL: AS SHOWN /? DATE: G /® //rte LOCATION: THE NORTHEAST CORNER OF THE evArRFNCE F. Cock 1375 NORTH VULCAN AVENUE 13531 - ST OWAK CHRISTO ER L. M DOSKU CITY OF ENCINITAS LEUCADIA OAKS PARK ON VERTICAL: AS SHOWN R.C.E. NO.: 36292 APN:254- 254 -12 THE WEST SIDE OF RAINTREE DRIVE. RIwIEwr�p( IMSFrcT® §tcµroR, ENbtNEE(t �-• L/ Q LAWRENCE E. COLE �_ DATE �lC! l DATE / �rZ04S• PLANNING CASE NO: 16 -157 TPM /DR /CDP SHEET 5 OF ELEV: 67.639 DATUM: NAVD 88 - �� 2Dm ��'/•11,� EXP.: 6 30 18 iP2 Z r rri d' 00 op z 0 wW z0 zp wz Q U z gM T L COMPAC UNIT II I �� rJ r C1l O 18 CAP UNIT SPECIAL INSPECTION REQUIREMENTS 1.) THE SITE SOILS ENGINEER SHALL VERIFY THAT THE SOILS CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT AND MEET OR EXCEED THE VALUES FOR BACKFILL, FOUNDATION AND RETAINED SOILS AS' SHOWN HEREON. 2.) THE SITE SOILS ENGINEER SHALL VERIFY THAT THE BASE, AND KEYSTONE UNITS ARE ADEQUATELY INSTALLED AS SHOWN ON THE WALL SECTION AT THE ELEVATIONS SHOWN ON THE PROFILE. 3.) THE SITE SOILS ENGINEER SHALL PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY AND BEARING VALUES AS REQUIRED. FOOTNOTES: A. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY SECTION 108 OF THE UNIFORM BUILDING CODE. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. ALL WORK REQUIRING SPECIAL INSPECTION WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL. B. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS. C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. KEMONE RETAINING WALL 1.) KEYSTONE RETAINING WALL WILL BE CONSTRUCTED WITH FULL SPECIAL INSPECTION ACCORDING TO THE MANUFACTURE'S SPECIFICATIONS. 2.) KEYSTONE RETAINING WALL WILL BE CERTIFIED BY THE ENGINEER OF WORK AS BEING CONSTRUCTED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. °o FINISH GRADE °o FINISH GRADE O N 0 N O + + + + TW fTw 91 rn 62.50 TW FINISH GRADE PROFILE: KEYSTONE RETAINING WALL 3 SCALE: HORIZ. 1 " =6' VERT. 1 " =6' 43 SQ. FT. I�UL I KUJIUIN 1' 11:JLN iLHJJ 7 FINISH GRADE SEE SPECIAL INSPECTION PREPARED BY: SES cEN'EA DATED: 121W/9 ON FILE WITH THE ENGINEERING DIVISION PROFILE: KEYSTONE RETAINING WALL 4 OR 8" a UNIT II N GTH CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO SCALE: HORIZ. 1 " =6' VERT. 1 " =6' 38 SQ. FT. Ado rE TF✓E iGES��A/� B�o6![ tag y EquAL . Act- 5,EGA4EAwr0vL° w.®t..5 486' GEESar,A 3 FEAT NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THESE PLANS WILL NOT BE RESPONSIBILE FOR, OR LIABLE FOR, UNAUTHORIZED PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE PROFESSIONAL. IN WRITTING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CHANGE N0. APPROVED DATE BENCHMARK 1/2 OR 1 SQUARE FOOT SCALE AS -BUILT APPROVAL NOTE: CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION OF THE WALL. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE UTILITIES DURING THE CONSTRUCTION OF THE WALL. 4" OR 8" CAP UNITT--,,\ COMPAC UNIT II (TYP.) --, FINISH GRADE —\ GENERAL INFORMATION ESR -2113 ABSORPTION RATE 8% (MAXIMUM) COMPRESSION STRENGTH 3000 PSI (APPROXIMATELY) COMPOSITION "0" SLUMP CONCRETE COMPAC II UNIT WEIGHT 82 LBS. (APPROXIMATELY) SIZE 8 "H X 18 "W X 12 "D EXPOSED FACE 1 SQUARE FOOT (8" X 18 ") CAP'; UNIT ( 4" OR 8" ) WEIGHT 45 OR 88 LBS. (APPROXIMATELY) SIZE 4" OR 8 "H X 18 "W X 10.5 "D EXPOSED FACE 1/2 OR 1 SQUARE FOOT PINS ALL UNIT TYPES 1/2" X 5 1/4" HIGH STRENGTH DESIGNED PULTRUSION FIBERGLASS TENSILE STRENGTH 110,000 PSI TENSILE MODULUS 4 X 10 PSI 6 FLEXURAL STRENGTH 128,000 PSI FLEXURAL MODULUS 4 X10 PSI 6 SHORT BEAM SHEAR STRENGTH 6,400 PSI SPECIFIC GRAVITY 1.83 PSI ALL KEYSTONE UNITS COMPLY AS GRADE "N ", TYPE 1, IN ACCORDANCE WITH UBC STANDARD 21 -4. SEE ICC -ES EVALUATION REPORT ESR -2113 DATED 8/1/2013 NOTE: CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION OF THE WALL. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE UTILITIES DURING THE CONSTRUCTION OF THE WALL. 4" OR 8" CAP UNITT--,,\ COMPAC UNIT II (TYP.) --, FINISH GRADE —\ BW 11 =1111 BACKFILL SHALL MEET OR EXCEED 135 lbs. UNIT WEIGHT WITH A SOIL FRICTION ANGLE W =30 COMPACT TO 90 PERCENT PER ASTM D -1557 3/4" CRUSHED. AGGREGATE FOUNDATION SOIL SHALL MEET BASE (6' MIN.) OR EXCEED 135 lbs. GRAVITY Y Y ALL UNIT WEIGHT WITH A SOIL FRICTION ANGLE 1Q° =30 TYPICAL SECTION RETAINED SOIL SHALL MEET NO SCALE OR EXCEED 135 lbs. UNIT WEIGHT WITH A SOIL FRICTION ANGLE N* =30 CONTRACTOR TO USE REAR PINS KEYSTONE WALL INSTALLATION NOTES BACKFILL MATERIAL MUST HAVE THE PROPER MOISTURE LEVEL FOR OPTIMUM PERFORMANCE WHEN COMPACTING. ORGANIC OR HEAVY CLAY MATERIAL SHOULD NOT BE USED. THESE MATERIALS HOLD MOISTURE AND DO NOT COMPACT PROPERLY. WALK BEHIND MECHANICAL COMPACTION EQUIPMENT MAY BE USED TO COMPACT ANY SOILS PLACED BEYOND THE UNIT /DRAINAGE ZONE. RIDE —ON MECHANICAL COMPACTION EQUIPMENT SHOULD BE OPERATED NO CLOSER THAN WITHIN 3 FEET OF THE KEYSTONE UNIT BACK SURFACE. DO NOT OVER COMPACT OR COMPACT SOILS NEXT TO THE BACK OF THE UNIT IN AN UNCONTROLLED MANNER. THIS MAY DRIVE DRAINAGE MATERIAL UNDER THE UNIT, RAISING THE REAR ELEVATION AND FORCING THE UNITS OUT OF LEVEL. IF THIS CONTINUES, THE WALL WILL BEGIN TO LEAN FORWARD. ALL SOILS TESTING SHOULD BE PERFORMED BY A QUALIFIED ENGINEER. SOIL TESTS SHOULD BE TAKEN NO CLOSER THAN WITHIN THREE FEET OF THE BACK SURFACE OF THE KEYSTONE UNIT. FILL FOR UNITS SHALL BE FREE DRAINING GRAVEL. NO MORE THAN 10 PERCENT SHALL. PASS THE NO. 200 SIEVE WITH A MAXIMUM SIZE OF 3/4 ". GRADATION APPROVED BY THE ENGINEER. QFtOFESS/0 �. LANDMARK ENGINEERING �• DESCRIPTION: #1004 STATION NAME: ENC -04 SET 2.5" CITY OF ENCINITAS BRASS DISC IN IN DRAINAGE BOX INLET. LOCATION: THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. ELEV: 67.639 DATUM: NAVD 88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN i Ae^vA6AtCE • CoG EVIEW�Q ��liPEcfo0. SEMI 0.EalGN! ry� nn ��•� r�a' �Y� �. ��' BW 11 =1111 BACKFILL SHALL MEET OR EXCEED 135 lbs. UNIT WEIGHT WITH A SOIL FRICTION ANGLE W =30 COMPACT TO 90 PERCENT PER ASTM D -1557 3/4" CRUSHED. AGGREGATE FOUNDATION SOIL SHALL MEET BASE (6' MIN.) OR EXCEED 135 lbs. GRAVITY Y Y ALL UNIT WEIGHT WITH A SOIL FRICTION ANGLE 1Q° =30 TYPICAL SECTION RETAINED SOIL SHALL MEET NO SCALE OR EXCEED 135 lbs. UNIT WEIGHT WITH A SOIL FRICTION ANGLE N* =30 CONTRACTOR TO USE REAR PINS KEYSTONE WALL INSTALLATION NOTES BACKFILL MATERIAL MUST HAVE THE PROPER MOISTURE LEVEL FOR OPTIMUM PERFORMANCE WHEN COMPACTING. ORGANIC OR HEAVY CLAY MATERIAL SHOULD NOT BE USED. THESE MATERIALS HOLD MOISTURE AND DO NOT COMPACT PROPERLY. WALK BEHIND MECHANICAL COMPACTION EQUIPMENT MAY BE USED TO COMPACT ANY SOILS PLACED BEYOND THE UNIT /DRAINAGE ZONE. RIDE —ON MECHANICAL COMPACTION EQUIPMENT SHOULD BE OPERATED NO CLOSER THAN WITHIN 3 FEET OF THE KEYSTONE UNIT BACK SURFACE. DO NOT OVER COMPACT OR COMPACT SOILS NEXT TO THE BACK OF THE UNIT IN AN UNCONTROLLED MANNER. THIS MAY DRIVE DRAINAGE MATERIAL UNDER THE UNIT, RAISING THE REAR ELEVATION AND FORCING THE UNITS OUT OF LEVEL. IF THIS CONTINUES, THE WALL WILL BEGIN TO LEAN FORWARD. ALL SOILS TESTING SHOULD BE PERFORMED BY A QUALIFIED ENGINEER. SOIL TESTS SHOULD BE TAKEN NO CLOSER THAN WITHIN THREE FEET OF THE BACK SURFACE OF THE KEYSTONE UNIT. FILL FOR UNITS SHALL BE FREE DRAINING GRAVEL. NO MORE THAN 10 PERCENT SHALL. PASS THE NO. 200 SIEVE WITH A MAXIMUM SIZE OF 3/4 ". GRADATION APPROVED BY THE ENGINEER. QFtOFESS/0 �. LANDMARK ENGINEERING ENCE o�Fyc CORPORATION 3443 Camino Del Rio South No. 36292 Suite 204 Exp. 06 /30/18. * * San Diego, CA 92108 r Civ\\, R F OF CAUFO 619 260 -0420 ( ) DESIGNED DRAWN BY: C CKED BY: LEC EN INE ING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT PLANS PREPARED UNDER SUPERVISION_ 9F, REVIE WALL PLANS FOR: CASS()LAT® RESIDENCES DATE: G�l� 1315 ORTFI VULCAN A�/ENLJE R.C.E. NO.: 36292 STE NOWAK CHRIST HER L. MA 0SKU 4 -254- AP[V:254- 25412 LAWRENCE E. COLE EXP.: 6/30/18 DATE "�� DATE Y-1 9-2019- PLANNING CASE NO: 16 -157 TPM /DR /CDP 13531 -