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2017-13322 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION FOUR PROPOSED SINGLE - FAMILY RESIDENCES" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED 11- 20 -15, AND UPDATE DATED 04- 14 -17, PROJECT# 15- 1147D6 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 - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13322 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT MUELLER AT (808) 775 -0701, 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. B. 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 t 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 HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY 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 OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER 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 OFFSITE. 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. SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH REQUIRED FOR THIS STRUCTURE. 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 SAN DIEGUITO WATER DISTRICT NOTES: 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: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE A. SEWERS - CSD - (760}633-2770 STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800- 227 -2600 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE D. TELEPHONE -SBC BELL - (760) - 489 -3411 REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR E. CABLE TV - COX COMMUNICATIONS - (760}806 -9809 X -2233 NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. 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 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. OWNER'S STATEMENT FOR SWPPP PROJECTS 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. 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 ABA 953 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. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 13322 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION ASSET FORTH IN C.7 OF SWRCB NO. R9- 2009 -0001. WDID #: 937C37296 �jj SIGNATURE: DATE: ROBERT MUELLER COMPANY: 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. CONTRACTOR TO VERIFY EXlS71NG UTILITY LOCA77ONS & ELEVA77ON PRIOR TO CONS7RUC77ON SIGN FIELD OPERATIONS PLANNING AND BUILDING OWNERIAPPLICANT LEUCADIA BLVD. LAND HOLDINGS, LLC 731 SOUTH HIGHWAY 101 SUITE 213 SOLANA BEACH, CA 92075 PHONE: (808) 775 -0701 Q SITE ADDRESS 5 147 QUAIL DRIVE ENCINITAS, 2 2 CA 92024 L O APN:258- 111 -18 -00 3 � u) LEGAL DESCRIPTION Q SEA CREST THE SOUTHERLY 180 FEET OF THE NORTHERLY 950 FEET OF THE EAST HALF OF THE WAY EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF v SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND o MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881. 0 OWNER'S CERTIFICATE FTC /,y,T O I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 9r 9L� 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 VICINITY MAP OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, N.T.S. 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: DATE: G/ -161-17 T MUELLER I, MAMADOU S. DIALLO, 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 CO DITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON N01! 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 PROJECT HAVE BEEN INC RPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: 1 V W.w� ( M � Aj GE NO.: 970LI 00FESSIO� t 4� EXP. DATE: 12- bl - 17 MAMADOU S. �c DIALLO x JOB #: (S- //4/ 7J(, GE. 27041 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 H, T EY ROAD, SUITE 1 4)t -op 4-TECa�� O e OF CALM (619) 258 -7901 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 EMP! OYEES 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 ENGINEER. SIGNATURE: Ac DATE: BRUCE L. RICE RCE EXPIRES 12 -31 -18 QgOFESSIO bhA Inc. RICE t BRUCE L. land planning, CMI enginewing, surveong � NO. 80876 � 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 c9VIL (760) 931 -8700 OF CALM EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = F H : 52% V MAXIMUM VERTICAL DEPTH OF CUT = 8.0' MAXIMUM VERTICAL DEPTH OF FILL = 4.8' CUT = 44,700 C.Y. FILL = 825 C.Y. EXPORT = 33,875 C.Y. REMEDIAL = 6,160 C.Y. (2' REMOVAL AND RECOMPACTION UNDER AND 2' OUTSIDE OF BUILDING AREAS) IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 8,010 SQFT ACTUAL PROPOSED IMPERVIOUS SURFACE: 13,444 SQFT ALLOWABLE FUTURE IMPERVIOUS SURFACE (INCLUDING 15% CONTINGENCY) : 15,326 SQFT PROJECT TOTAL IMPERVIOUS SURFACE: 28,770 SQFT SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 DETAILS & LEGEND 3 GRADING PLAN3AGAADWD PUW 4 STORM DRAIN PROFILES 5 EROSION CONTROL PLAN 6 STRUCTURAL NOTES 7 STRUCTURAL FOUNDATION PLAN 8 LANDSCAPE PLAN PARKS AND RECREATION -2$-r SI DATE IMPERVIOUS AREA REPLACED: 3,250 SQFT BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON AS DOC. SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SDWD W17 -060 .rc CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: w uKwvvly tSY: L:hitL;ICtU Ii Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Q, REMDVE BRpWDIl'�H a. SD '8' ADD WeLL 0•/ -/ DESCRIPTION: 2.5 "BRASS DISK STAMPEDENC -31 LS 7322 PLANS PREPARED UNDER SUPERVIS //JJION OFA RECO ED' APPROVED: GRADING PLAN FOR: P � ,a• E� (� - /S./ LOCATION: IN THE NORTHWEST CORNEROFASTORMDRAINCURB DATE: a_�� �/ G� � 147 QUAIL DRIVE, ENCINITAS CA 92024 ._ � INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD HORIZONTAL: 1" = 20' �.. � /.�i_tiu__ / Z - /J -! �i ` -'�� r U -i•�q 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF - - - -�EL .RICE DATE - �4aii.�.- v��� -� LAND HOLDINGS, LLC 13322 -C7 ENCINRAS BOULEVARD AND WESTLAKE STREET. VERTICAL: 1 " =8' R.C.E. NO.: 60676 ST WAK _RANK CK APN: 258 - 111 -18 -00 RECORD FROM: ROS 18416 ELEVATION: 182.995' •Y� 1' � ►'�'•� � �BRUC�. RICE � �Q -, � �`�� �, DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 12 -31 -18 ATE A PLANNING CASE NO: 15 -292 TPM /CDP /DR SHEET 1 OF `r rnJ �o 6niC 20 2N w°i 2Q h(n nhc� V C ABBREVIATIONS I LEGEND AC - ASPHALT CONCRETE !E - INVERT ELEVAT7ON I I I I I 11WAp 71 D�4 I DESCRIPTION DWG.NO. SYMBOL QUANTITY BC - BEGIN CURVE LT - LEFT I I EXISTING FIRE HYDRANT Bill - BEGIN VER77CAL CURVE MH - MANHOLE PROPERTY LINE BOUNDARY BW - BOTTOM OF WALL NIS - NOT TO SCALE I PCC - POINT OF COMPOUND CURVE x it RIGHT -OF -WAY C &G - CURB AND GUTTER - �I CB - CATCH BASIN PE - PAD ELEVATION I r s EXISTING WATER LINE — COS - CUL -DE -SAC PRC POINT OF REVERSE CURVE �( _ _ ��I �, v� � � EXISTING SEWER LINE - -- CL - CENTERLINE RCP - REINFORCED CONCRETE PIPE „ y 7 q 5 CO - CLEANOUT RT - RIGHT F,: EXISTING GAS LINE - -- ` =J -- P 1 ;_ CR - CURB RETURN RW - RIGHT -OF -WAY I EXIS77NG ELECTRICAL LINE ) DC - DEPRESSED CURB SCO - SANITARY SEWER CLEANOUT EXISTING TELEPHONE LINE - -- EC - END CURVE SS - SANITARY SEWER EP - EDGE OF PAVEMENT SG - SUB GRADE — _ - T EVC - END VER77CAL CURVE SO - STORM DRAIN - EXISTING FIRE HYDRANT FFC - FRONT FACE OF CURB SDRSD - SAN DIEGO AREA REGIONAL ' NN +} EXIS77NG CONTOURS STANDARD DRAWING I FINISHED GROUND CONTOURS 100 ,. IF - FIN /SHED FLOOR FL - FLOWLINE SW - SIDEWALK 1 APN = r�j =1 CUTIFILL LINE FG - FINISHED GRADE T9 - TOP OF BERM _ 6_ 3 t _ t ,� -' APN j GB - GRADE BREAK TC - TOP OF CURB fy EXISTING ELEVATION (FS 35.5) HP - HIGH POINT TW - TOP OF WALL NG ��h __ _ - - - Pt75 3 U 2�i5 -4t -t DI j APIV PROPOSED ELEVATION FG 35.5 PROPOSED SLOPE .1 MAX) CUT SLOPE CITY-OF ENCINITAS TO ACCEPT THE EXISTING STREET (PACIFIC, OF DEDICATION FOR FUTURE FILL SLOPE KEYMAPLEGEAD <, F ,} --.._ �� CW> CIPET (PA I OFFER x ( VIEW LANE) OVER LOTS 3 & 7 - - - - - -- EASEMENT NOTES _- 8F/'MAP 1494 4 VI PCC BROW DITCH (TYPE B) D -75 � ���'�• LO I ACLLWAWCE 1017- 0354101 8•E -17 LOT7 AccCPfwuLE 1a17- oss5rC9 a -aa) PROPOSED 4" PVC STORM DRAIN © AN EASEMENT FOR PRIVATE ROAD, HIGHWAY, PUBLIC UTILITIES AND INCIDENTAL PURPOSES. 6" YARD T RECORDED 8/14/1946, AS INSTRUMENT NO. IN BOOK 2209 PAGE 363, OF OFFICIAL PROPOSED RD DRAIN = _ RECORDS. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE PUBLIC g EXISTING 20' WIDE PR % PROPOSED RETAINING W L AL RECORDS. O t A �� 56' p�J PER STRUCTURAL PLAN. ROAD & UTILITY EASEIMENT II \PARCEL.1 5 420 60 PROPOSED STEEL FENCE —X— 215 LF ° PA �� _� EXISTING EASEMENT NOTE a58pi. - SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. 3 - a L `�, LIMITS OF WORK PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND I ANC PROVIDED TO THE CITY AT THE FOLLOWING STAGES: _a I` II � - R A ENERGY SIPATOR BACKING 0 --- - -- ! (3'WX3'WX12 "D)I S MODIFIED D-40 I 0 0 1. BASIN EXCAVATION i } 4" CLEANOUT 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. - �� Q 1 EA 3. PLACEMENT OF GRAVEL LAYER �, 4. PLACEMENT OF ENGINEERED SOIL LAYER �AAC % �, `' 6" YARD DRAIN W� ATRIUM GRATE Q 14 EA 5. FINAL BASIN GRADING . �, 6' FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. - "- -'� PARCEL 4 4 PVC YARD DRAIN - -- 723 LF AMENDED SOIL MIN. INFILTRATION RATE 5 "11HR. BIORETENTION v ( l y31 LPN 1 RCP STORM DRAIN = _ - _ = 134 LF — 2 P 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP SANDY "� E � f� = -- - - ; _" z ; 258- 79" 18" RCP STORM DRAIN - _ - _ _ _ - 36 LF LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE ?y ` �'` MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR DEEP ROOTED, DENSE, DROUGHT TOLERANT i �` ",, `' — a TYPE A -4 STORM DRAIN CLEANOUT D -09 ❑� 2 EA HARDWOOD MULCH, AND 20 -30% TOPSOIL. PLANTING SUITABLE _ Y T FOR WELL DRAINED SOIL �� S� TYPE F CATCH BASIN D -07 1 EA BROOKS PARKWAY I } _. "..,SUBDIVISION; BOUND Z STEEL GRATE 3636 " " 36 X36 BROOKS PCC CATCH BASIN APN .{ TYPE B CURB INLET D -02 1 EA /258-111 -t TYPE B -1 CURB INLET D -02 � 1 EA 18 t' ���= 1�1��� �r 0❑ _ 24 " �6" I IIII1 I ( �Y T 36 "x36" BROOKS BOX 2 EA III -III I I 1�/� ' 1► ► ► =11 - I 2" MULCH _ _ PRO BOUNDARY LEGEND (C O N T' D ) III _ 40 (ITEMS SHOWN BELOW ARE BUILT PER DWG 13322 -0 2-30 OF SCALE: 1" = 40' S PROPOSED SEWER DESCRIPTION DWG.NO. SYMBOL UANTITY 314" CRUSHED —1 I __ PEA GRAVEL W PROPOSED WATER Q ROCK _ O O O O. O O O O III 56' PUBLIC R/W DEDICATED PER PARCEL MAP NO. -- - - - - - - PROPOSED STORM DRA /N I CURB AND GUTTER (PUBLIC) SDRSD G -2 9" GRAVEL LAYER PARCEL LINES AC PAVING /BASE (PUBLIC) OUTFLOW I I I FOR P8' CL 28' 1 PARCEL NUMBER 10' BENCH 3" AC 16" AB % 12" PVC OUTLETI > PIPE ( I EXIST. GROUND TWO LAYERS 16 -MIL I'MYETHYLac-Alf VISq(/1=E STORAGE V2 = 10 36 10 , AC GRIND & OVERLAY 5' S' 18' 18' S' S' 2:1 0.1' 1 1 EXISTING ASPHALT III - III — III —IIII I I 6" PERFORATED PVC 1 PL MAX SLOPE PAD —I —III — I I (I— I PIPE 2 — ;. PLACE PIPE WITH 2' 2q 2'f CONCRETE SIDEWALK (PUBLIC) ° RESIRICTER PLATE TO LIMIT FLOW PERFORATIONS �� 5' PAD_ OUT OF V2 STORAGE AREA, LID AT THE INVERT _ = EXIST. GROUND MID -BLOCK CROSS GUTTER 2% SLOPE TO BE CONSTRUCTED TO FORM A DRAIN DOWN HOLE, d = 1.125" 2 _ _ _ `I - - - - - - - - SMOOTH CONTINUOUS PLANE SURFACE WATER METER BOX - - - AND ROLLED AT THE TOP TO REMOVE WATER METER BOX - - - - - - RESIDENTIAL PCC DRIVEWAY LTION BASIN DETAIL, BF -1 PER WS -03 TYPICAL r�AL SCCTI� PER WS -03 RESTING WALL ?mss - PAD SLIVER BEYOND PROPERTY LINE PUBLIC 8" GRAVITY SEWER LINE S TYPE D S ❑IL ' IVI�1 �o� SECTIOND -D —S S NOT TO SCALE PACIFIC VIEW LANE (PUBLIC) F NOT TO SCALE PUBLIC SANITARY SEWER MANHOLE —� ELEVATI ❑NS SEE SHEET 3 NO SCALE �q� 4" SANITARY SEWER LATERAL PA x 1" WATER SERVICE LATERAL 1 METER W RISER WALL PAD AD 201 201 2 0 / (`-' 3/87x16" STAINLESS GRAVEL STORAGE LAYER 7' MIN FROM TOE OF FOOTING TO m 8" PUBLIC WATER LINE W ANCHOR BOLTS WITH WING vv vvv�' PROPOSED 5' FENCE o WATER MANN CONNECTION W 0 0 o DAYLIGHT OF PROPOSED GROUND X TYPE NUTS (OR SECTION: C -C 18 Tw RESIRICTOR PLATE POLYETHYLENE I I Pf�R D 1872 m m � � 2" BLOW OFF ORIFICE, 1.125 " — 6" FRENCH DRAIN, dE PL o 2 5 2" AIR RELEASE VALVE 6" PVC PERFORATED PIPE 36 in 18" RCP CASING INSULATORS SCALE: HORIZ. i " =10' so i a' EMERGENCY WEIR CASING SPACED 0 10' 0. C. 3a VERT. 1 " =5 EXIST. GROUND--"-- x °Q °o �i THRUST BLOCK 3 GR� B L UNDERDRA/N INVERT ELEV _ ( ��G _ PROPOSED RET. WALL co 2 GATE VALVE �cA V I l� n �' a, BOTTOM OF BASIN ° Q I I I =III III- i l 183 FCI �rn _ _ _ _ I I EXISTING GROUND Bs = 10 in 12" RCP PROPOSED RET• WALL =1 I 1 =1 I 1 =111 —I I 1 =1 I 1 =1 I I LOWER OUTLET SLOT OPENING �I STORM DRAIN PL = I'' ,'' , PROPOSED 5' FENCE Sn IN RISER STRUCTURE / 12" RCP ®BELL 180.5 TF - \ STORM DRAIN � _ 5� " " c H = 18 in / 1 2 "t �-- RISER WALL 318"X160 STAINLESS ANCHOR OIP' EXISTING BID ALE 180.5 IF Zo BOLTS WITH WING TYPE NUTS II 1 0� S� R TE ENGINEERED SOIL MIX SEE W°N' 1/4" GALVANIZED "a ° j S I� Q PROPOSED 12" STORM DRAIN 2 STEEL PLATE { • ( ') Hs = 4 in IcERP� 5I��) 1 EXISTING /C�✓ BIOFILTRA77ON BASIN DETAIL) 178.5 IE � ' NOTE— ORIFICE PLAT AND D p / 6" PVC PERFORATED PIPE` C RETAINING WALL ICS n FLANGE CONNECTION TO / o ORIFICE, 1.125" CONCRETE SHALL BE FITTED > / —� EXIST. GROUND ° WITH 30 DUROMETER SEC ON: 'B- ' _ _ _ SECTION: A A' FESsro NEOPRENE RING. _ - - - - 4�t S E: HORIZ• 1 " =10' ��q SCALE: HORIZ 1 " =10' BRUCE L. ° OUTLET STRUCTURE DETAIL ART , " =5 , PARCEL 1 ILERT , " =5 oa RICE bl -gyp►, Inc 9# PAD 192 N0. 80676 RESTRICTOR PLATE DETAIL FROM SWOMP REPORT QUAIL NOT TO SCALE : $�QRM DRAIN CASING 7' MIN FROM TOE OF FOOTING TO land planning, cMi angl ng, surV® NOT TO SCALE NOT TO SCALE DAYLIGHT OF PROPOSED• GROUND 5115 AVENIDA ENCINAS CHANGE NO. DESCRIPTION Civil 3D0367\DVVG \GP\ 1,567- GP-- 02,dvig Aug 14, 2017 c /P<, CON7RACTOR TO VERIFY EXIS71NG UTILITY LOCATIONS & ELEVATION PRIOR TO CONSTRUC77ON a CIVIL SUITE "L" OF CALF CARLSBAD, CA. 92008 -4387 (760) 931 -800 a APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. B.R. I A.V I B.R. • 46 DESCRIPTION: 2.5' BRASS DISK STAMPED ENC-31 LS 7322 LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, HORIZONTAL: 1" = 20' VERTICAL: 1 " =8' �Z- /J- /S PLANS PREPARED UNDER SUPERVISION OF DATE: <d -�I' /% R.C.E. NO.: 60676 ,L .• �O BRUCE L. RICE EXP.: 12 -31 -18 RECD DE APPROVED: / S EV RANK C�,�� 0 -/ p q� / /�� �, f !l ✓ d DATE GRADING PLAN FOR: 147 QUAIL DRIVE, ENCINITAS, CA 92024 LAND HOLDINGS, LLC APN: 258 - 111 -18 -00 PLANNING CASE NO: 15 -292 TPM /CDP /DR 13322 -G (),O `, 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF -BRUCE L. RICE DATE ENCINITAS BOULEVARD AND 16 ELEVATION: STREET. RECORD FROM: ROS 18416 ELEVATK)N: 182.995' DATUM: NAVD88 1,•y�q � -2- � � .1.I REVIEWER INSPECTOR SENIOR ENGINEER SHEET 2 OF 9 Civil 3D0367\DVVG \GP\ 1,567- GP-- 02,dvig Aug 14, 2017 c /P<, i I 1 X _ I LC�7 3 M4F 14944 LOT jC � MAP 14944 � I EXIST. $ u PVC SEWER PER DWG 9057 -1 I IMPERVIOUS SURFACE SUMMARY LOT# TOTAL ALLOWABLE (SF) PROPOSED (SF) SF REMAINING 1 4,779 788 3,991 2 4,526 535 3, 3 4,261 589 572 4 4,045 373 3,672 v EXIST. 8 PVC WATER PER DWG 9057 -1 205.66 TC 206.31 TC (204.16 F_Lr : ° ° o 205.81 FL � 8' o/c F c w N � APN j 4 i m ^ _ 2 4" O/C > ¢Q \ ;2054 FG.:' �� �� - - o� or - ° a PC c act RELOCATE EXIST. WAIERJ . . �.... w o APN � , I W W W " j rx h m SERVICE AND METER ° .r m CROSS GUTTER <4� . I 256-43-1-19- rn �¢m �Q �i' a 9 a � _ > > LU op ° � 3 it ° o o EXIST. SEWER (W a 3 w I o Z ^LATERAL TO REMA�N 3 M 'tl " c� p 3 it ¢ -. ° I ��. U EXIST. SDG &E GAS AND � I W ELECTRIC FACILITIES TO REMAIN. o v h % �� " m o ) ti r-11 yv >o W I p vI-�ro F1\4 00 w u� Nco f 4 ¢ 2 ., am '� it`i =,QO 2�BA42C1-�9 �. m N �" ro v Z p LANDSCAPING TO to W �4 RELOCATE EXIST. WATER too Q �` m 3 5 G h �' ti F o ti o w MATCH EXISTING PARKWAY o .r o o a m z o W ,_ I co a N W)� SERVICE AND METER rn o � 'I vv"�i� k k L" Q vii `�' k 119 '� w °o k ¢ SEE SHEET 4 FOR = \ \ \ LOT 3 7 \ 1 \ -| \ \ | | | MAP 14944 LOT 7 / | T VC SE14ER PER DING 9057-1 IMPERVIOUS SURFACESUMMARY LOT# TOTAL ALLOWABLE (SF) PROPOSED (SF) SF REMAINING 1 4,779 788 3,991 2 4,526 535 3,991 3 4,261 589 3,672 4 4,045 373 3,672 �� xz 9z9z Tr 8' 01C Q. 44 41 G �;v CL SERWCE AND METER EXIST. SEWER i " Ru EXIST. SDG&E GAS AND r-: LANDSCAPING TO RELOCATE EXIST WATER �58-4PO-59 Lu I EXIST. SEWER LATERAL TO REMAIN DETAILS REMOVE E%7SL CUL-DE­S4a CURB, 149 nT ML LEGEND TACT IU ;&E) (D 2" S.Q. T.S. TOP AND BOTTOM RAILS ATTACH TO POSTS FINISH W1 (1) COAT OF METAL PRIMER AND (2) COATS METAL '191.80 WIGALV, STEEL MOUNTING BRACKETS. EXTERIOR GLOSS, COLOR TO BE SHERWIN WILLIAMS "TRICORN BLACKn 18 _.'M MIN. (2) 20 SQ. T.S. POSTS WIFLAT CAPS AT TOP. ix, 1w ,, Ht' 1 Lo FL NOTE. ALL EXIS77NG BUILDINGS ALL TUBING SHALL HAVE BOTH ENDS WELDED CLOSED AND GROUND 191.50 TO 5180 DIA T.S. PICKETS AT 4m ac. SMOOTH. TO BE REMOVED-ON St OA 19626 PVC 22 C I-o APH 40 PVC 22- -420-6(-) CONCRETE FOOTING, SLOPE TO DRAIN AWAY FROM POST WELD U71 ESWT PER 19Z 2 PVC 60-U 0 LOU O� �199.30 FL 58 ALL METAL FENCING CONNECTIONS SHALL BE CONTINUOUSLY ED. FL THERE SHALL BE NO WELDING OF FENCE MATERIALS IN THE FIELD PROPOSED 56' PC PUBLIC WATER ESMT TO SAN 'ROAD EASEWENT EC R E,01 8-� 46, DIEQUITO WATER DISTRICT PER MAP FLIHP p, 192.00 155661 REC 8-07-07 ,yt; \tQ uj IMI:N(;H UNAIN ALL MATERIALS TO BE FULLY GALVANIZED BEFORE INSTALLA77ON IN COMPACTED SUBGRADE AS PER SOILS REPORT. 0- 91.96 RIM F FIELD. 189.2( (6 PAD21 GALVANIZED STEEL MOUN71NG BRACKETS AT TOP AND BOTTOM. WELD TO PANEL IN SHOP AND WELD TO POST IN FENCE PANELS SHALL BE PRE-MEASURED AND INSTALLED FIELD. INIGALVANIZED STEEL MOUN71NG BRACKETS. P! FLIHP Lxlsl POLES TO pt tfr; 'NO PARKING FIRE LANEE" SIGNS 0 (cl MIN. ALL PRIVATE STORM DRAIN FACIL117ES TO BE MAINTAINED BY NOTE. RIGHT OF WAY i 4139'_ IRREVOCABLE OFFER 7-- ------- -------- HOA IN PERPETUITY IN ACCORDANCE W7H PRIVATE STORM PARCEL 2 PARCEL 4 OF DEDICA77ON X 189, -40 R DRAIN FACILITY AINTENANCE AGREE ENT DOC. 2017-0371331 DOC. 2017-0359107 MAL Ydog?7i� -15-17 AND PERMANENT ENCROACHMENT MAINTENANCE REC. B-8-17 REC. 8 2:1 AND RMYAL COVENANT DOC. 2017-0359110 REC. 8-8-IZ PA 4 641 PARCEL LINE SEWER PL WIPR WIDE PRIVATE DRAINAGE 0 PROPOSED RETAINING WALL ju 2i �q 1:00% PROPOSED FENCE mu FE 1?i'lr� PARCEL LIAE DETAIL x 196,5 NOT TO SCALE b6 a5 IBB.204E OUT 1 -1186.8 PROPOSED MASONRY �4" P' RETAINING WALL TYPE 4 PER SDRSD 80 183.647F (MODIFIED FOR 2' to MAXIMUM HEIGHT OF 6) EXIS71NG GROUND XpA N . 0 1 Ilk NT PA tun 1�1 'S GJL�A -- --------- - td TO DA Y1 TE C� WITH �7' MINI�UM FROM 80 OF it 49 bi NOT TO SCALE PV DO RE 8' V71\ 174.2 AL -111-17 'A�jR 'OP, DEDICATION r( BRUCE NO. 606 6 bhmnc. CONTRACTOR TO VERIFY EXIS SUITE "L" NC C (760) 931-8700 PRIOR TO CONSTRUC71ON x 7\1, DESIGNED BY: DR�ffBr. CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT ff.w— AM B.R. ENGINEERING DIVISION APPROVALP CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ft\ ADD SHEET 3A DESCRIPTION. 2.5' BRASS DISK STAMPED ENC-31 LS 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP GRADING PLAN FOR: umo 3 Ar, A Do '46 - Pxr,_LnrGj4A&#u 1% LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB DATE: lo-IZ-17 147 QUAIL DRIVE, ENCINITAS, CA 92024 INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, HORIZONTAL: 20' /�I� -/ 2" — 800-FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF BRUCE L. RICE DATE STEVE NOWAK 8171 OCK LAND HOLDINGS, LLC 13322-G ENCINITAS BOULEVARD AND WESTLAKE STREET. VERTICAL: 1 8' R.C.E. NO.: 60676 �O/ DATLIMNAVD8�_ REVI RIINSPECTORI SENIORENGINEER BRUCE If.'RICE EXP.: 12-31-18 MA E DATE PLANNING CASE NO: 15-292 TPM/CDP/DR 1SHEET3A \n. lit x LOT 3 u il MAP 14944 LOT 7 AMP 14944 A - - -- ------------ \�s PVC SEWER PER DWG 9057-1 T., 0; CVICT 12 Vj_ WATC0 oc"D 11 WC ons;7_1 IMPERVIOUS SURFACE SUMMARY LOT# TOTAL ALLOWABLE (SF) PROPOSED (SF) SF REMAINING 1 4,779 788 3,991 2 4,526 535 3,991 3 4,261 589 3,672 4 4,045 373 3,672 _48L6 HVI 200 2 TG 258-420-60 (2) 2" SQ. T.S. POSTS WIFIAT CAPS AT TOP. PAR ALL TUBING SHALL HAVE BOTH ENDS WELDED CLOSED AND GROUND ITA);�;' �JECT BOUNDARY (2) 518" DIA T.S. PICKETS AT 4" O.C. SMOOTH. CONCRETE FOOTING SLOPE TO DRAIN AWAY FROM POST. ALL METAL FENCING CONNECTIONS SHALL BE CONTINUOUSLY WELDED. FF201_6, THERE SHALL BE NO WELDING OF FENCE MATERIALS IN THE FIELD PROPOSED 56' PUBLI&, D lz�w EXIST. PUBLIC WATER ESMT. TO SAN ) 'ROAD EASEMENT OIEGUITO WATER DISTRICT PER MAP (2 FINISH GRADE. UNLESS NOTED OTHERWISE. 6 REC 8 TRENCH DRAIN ST WA �1558 -07-07 COMPACTED SUBGRADE AS PER SOILS REPORT. ALL MATERIALS TO BE FULLY GALVANIZED BEFORE INSTALLATION IN 19194 RIM BE ED FIELD. GALVANIZED STEEL MOUNTING BRACKETS AT TOP AND LIN -NOTE f 8 '20 1E OUT VR� F�G TE. BOTTOM. WELD TO PANEL IN SHOP AND WELD TO POST IN FENCE PANELS SHALL BE PRE-MEASURED AND INSTALLED ALL E BUILDINGS ------ WIGALVANIZED STEEL MOUNTING BRACKETS. FIELD. To BE REMdoW397E X UtN1 e kYJ�t fQWP POLES TO .6 HP -(CON FENCE DETAIL 191 19Z4 -f;FPQWP - . 9 ------------- 140.B5' N IS U-TJ--TG 200.2 TG EXISTING - - M ------------------- F 97.9- TG --- EX J . IE_ -eo" - RETAINING WALL NOTE 04- ALL PRIVATE STORM DRAIN FACIL171ES TO BE MAINTAINED BY PL .......... ------------------- 4A 1% M1 C%4 � 'l) , " HOA IN PERPETUITY IN ACCORDANCE WITH PRIVATE STORM 186.8 .5 lag DRAIN FACILITY MAINTENANCE AGREEMENT DOC. 2017-0371331 8 3: i!L PARKING FIRE LANE SIGNS REC. 8 -15-17 AND PERMANENT ENCROACHMENT MAINTENANCE ,-,PARCEL 2:1 AND REMOVAL COVENANT DOC. 2017-0359110 REC. 8-8-17 EXISTING (A Blo-SCALE m Tyu;0_ 19 Q *,Pk§%4dL'A. AfT.WALL XA/ Sg&jgr/Z E$Pk7� AA&II;NTA�W60 7 9"; MY 140pWL*r0wULA Pe 061L.— ON 1T MAI Run IV Tm) - PA RC Z L 3 0- 21 SS DLSWAI-X UAJ jEADAAjAt M*jArrA:tAjro �7-119 06 ::3 TING EXIST. "k, RFTAININr WA! I F___ Z� ---- --- jom o6r.— ^A1 J, T^ 192.83 TW J LAJ CL Q I , -_ j W QMLITE I \182.612F ---------- �LL b a] B 7- - - � _1� - - - - 4 ----- 00 �`� 1 00 coo �_ w -9 a; EA SEMEN T RCE Lo ___ 1 11 F SECTION. F—F Lu_ t� Lu uj X�, M, ck: z: C)c z ac - k I.- CONTRACTOR TO VERIFY COMPLI PROPOSED RET. WALL .sz Lu OL EL ;: • — L 0 CONTR) Z-3 � �— :0 NOT TO SCALE Ct - Lu AJ RIGHT OF WAY WITH 7' MINIMUM FROM BOTTOM 0 LL) L CI 4:) N x (L f-OOTING TO GROUND SURFA E vO EXISTING Lu I J_ IRREVOCABLE OFFER Imo— rn :z 2-t OF DEDICATION L IRREVO ;C�L APN BLE OF D�EDIV 'Ek$� SDOiE POWER POLE. PARCEL 2 PARCEL 4 '!j A PORTION OF�,IPARC DOC: 2017-0359107 L r�u -W-!ZZ AS��Vo!�`? REC. 8-8-17 to W'z C� 2E, PUBLIC,�S77?1 Q EXISI-48" RCP SO W LLU, �E'R Z), 1�< PER DOC. 201"�7 \ OJ 107 WI-HEADWALL REd.', 8-+ PROPOSED RETAINING WALL 109OU t_z x 17 SECTION: -E' C14 174.i­FE b- PARCEL LINE cs (L-CL �-ZZ , \ , i -------- LEGEND STMOL sslo NOT TO SCALE TE &-uiii '�PRDECT BOUNDARY C14 4" PVC STORM DRAIN 87 'BOOK (MIN. 1Z GRADE) CA \OP DEDICATION PARCEL LINE DETAIL BRUCE L. A liON'- 01�L '2 FOR RICE CTI p I& PURPOSES. 6" ROUND AIDS A TRIUM GRATE 0 r6*iiii� NOT TO SCALE NO. 60676 bhA, Inc. U Pp 7-�-93591'97 ZURN Z664 6" WIDE TRENCH land planning, dvil engineeflng, sumeying IL. WIG 9057-477�___� � RK, 8 DRAIN W/ 4- OUTLET AND rrrrrrrrrrm 20' 10' 01 20' 40' 60' CTV 5115 AVENIDA ENCINAS TIP G SUITE "L" > SLOTTED HEEL-PROOF GRATE CONTRACTOR TO VERIFY EXIS77N UF CMAV CARLSBAD, CA. 92008-4387 f UTILITY LOCATIONS & ELEVA77ON 1 (760) 931-8700 OR EQUIVALENT SCALE: 1" 20' PRIOR TO CONSTRUCTION x 17114 I Li >1 il� lif DRAWN BY: CHECKED BY: DRA I CHANGE NO. DESCRIPTION :APPROVED DATE BENCHMARK SCALE AS-BUILT DESIGNED BY: A.V B.R. ENGINEERING DIVISION APPROYALS, CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. qmm A00- 51 fEff 3A DESCRIPTION: 2.5' BRASS DISK STAMPED ENC-31 LS 7322 PLANS PREPARED UNDER SUPERVISION OF REC END APPR GRADING PLAN FOR: ADD SHEET JB LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB HORIZONTAL: 1 20' 1 INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, DATE: _1.114-li-3 147 QUAIL DRIVE, ENCINITAS, CA 92024 AS- OVII-T- C3 VW3 k "-4­kk 800-FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF BRUCE L. RICE DATE I LAND HOLDINGS, LLC 13322-G ENCINITAS BOULEVARD AND WESTLAKE STREET. VERTICAL: I"= 8' Jf2 a �� R.C.E. NO.: 60676 STEVE NOVVAI;�-- I(CMSTOPHER L. MAGDOSKU RECORD FROM: ROS 18416 ELEVATION: 182.996 C, ZWA .4 -3 - 5-It APN: 258-111-18-00 DATUM: NAVD88 I BRUCE L. RICE EXP.: 12-31-18 PLANNING CASE NO: 15-292 TPIVI/CDP/DR REVIEWER I INSPECTOR I SENIOR ENGINEER I I SHEET 3R OF 9 K: \Civil 30\1367\0WG\GP\ 1367-GP-03B.dwg Mar 14, 2018 - 12:26pm i , i I � i I I f it I I_ , I li -tJ Lj ca h_ 4J i N 2 E4 o F� N < Ct c O U CI ti _J m ti U Lu 4 o. I- Ci W m. U O� vi 210— — �: 6 a �� W : y ¢ °�� ^.�cca ��, 0 10 �P: 0) o O P1 N 1 W O + C) 1V M Cl ri = Gc— j I� ; - . Osla � d ^ + W + " CNI N + RES7RICTOR PLA7E.3 4 - _, R� 200- 200 200 DETAIL"- THIS SHEET. 11.14 CFS V00= 114.53 FPS MAIN LINE W N EXISTNG SEWER MAIN. u — W x 69 o PROTECT IN PLACE EXIS771VG SEWER LA7E:RAi. PR07ECT IN PLACE g I w'� �� u O N cv i `N ° N o _ 19.94 LF 12" RCP 0 00% rn Q100= 0.32 CFS V100 4.2 FPS 7REATMENT LINE PROFILE: STQRM DRAIN MAIN LINE PROFILE: TREA TMENT LI1 E ,, _ { PA CIF C V1fJ LANE �� I LYNE I �--,/ o: I (4c_61jlq ..,� r y �. v q m Y! J U6— W o m y V O Z U a I NJ 2 ... N W W 2 p W o W �Z TTTTT11iii t o m y�c 2Q I °o^• do v I' Q a Jg ZU +� WW W � V 2tp a oV h0 Va��UVtl oQ� h= t v O 00<_ �m h W Q h a a 3W W WWW +�4�i W h� C, °o o REMOVE EX /ST CURB, GUTTER, � % `�- '` z Ji o v PVMT. & SIDEWALK ^ In I I DETAIL: OFFSRE STORM DRAIN 10' 5' 0' 10' 20' 30' SCALE: 1" = 10' AND REPLACE 8' OF 2" PVC WITH 12" RCP. JG PER D -63 (IE 196.29) a o v o EXISTING 8" PVC SEWER PER DWG. 9057 -1. PROTECT IN PLACE EXIS77NG 12" PVC STORM DRAIN PER DWG. 9057 -G n ca ci na cc) ckc co,U) ..m C1 ij..N) Imo_.. I. O Itj r) o el' , I- °NA R) O (D6.00' LF 18" RCP i i 180— 0 1.00% _ 480. 200— _ cr W L U2 x 17:5:90 IE OUf 176,21 IE OUT h c-) o f- ,.... �. Gip mW)_ - - - -- c, o ¢ p a ` 176.15 If' IN _ mm — _ < W U to IY I W Q I � � F: a W W N J _D E) Q W J �} �L _- - -- 2 W 0. _ U I l a H-- co fLC jyp ° � $ � z STOR11�1 DRAIN LIN 'C' p� M cn I apc C�^ 1% O WI O,W _ Lq cy l as Z I a a o Ni 4i • : I c� o 6 L — �BA9N_EL 18100 i � 180 a — 180.50 + / - RETAINING WALL ( SEE S1 GRADE SHEETS 6 & 7) I r \ ` ( SLEEff (1" G/fS 177./ 1p � � 101.54 LF 'I� " BA.Z* I-L.183.00 z A - - -- i � I W � Q900= 0.1 CFS V100- 2.6 FPS _ A —180 170 _ ^• 14., I 5 N Q100- 3... CFS VYOO - EXISTING 8" PVC SEWER FPS / I _ -9..4 G•1 ® 8.51 LF 18 RCP 6 1.00% 0100; =_ 2.2 CFS V100= 9.5 _FPS 1 0- __T -1 0 PROFILE: IST0 1V1 DRAINLINE PAZ OFILE: STOR I DRAIN LINP X41 12" RCP MAIN LINE INTERNAL VIEW OF TYPE B -1 CURB INLET 48" 48" SOUTHERN WALL WESTERN WALL 1 PARCEL 2 5D LINE 8 17NG 8R --� rcrc DWG. 9057 - CG'S EXIS77NG 18" STORM — DRAIN PER DWG. 4837 -1 EXIST SDG &E GAS FACILITY TO REMAIN. (CONTRACTOR TO COORDINATE WITH SDG &E) --" 12" RCP 7REATMENT LINE uo Iron STEEL RES7RICTOR PLATE B_1 PLATE DETAIL ON TO CURB INLET WITH J1BOLTED SECTION: 13-1' STAINLESS ANCHOR BOLTS WITH WING NO SCALE TYPE NUTS �W A 4 coo J W Q Lu p U O Z Q O U00 t1 , a ti W � II J O CTl U x 2 '-- PROJECT j m v BOUNDARY co LL: 1 V � J 'N ac 2 w N m m�ti Q -Z ypZ N OV(6 OI,a p0� OL cn V $cn Lo h ipti41 a �i14Q� koi N �jti �Q4W,x0 �IhOCnlocn3��MS �EXIST 20' PRIVATF ROAD & U77LITY ESMT. PER DOC. 87182 IN BOOK 2209, PAGE 363 RECORDED 8 -14 -46 STORMDRAINLINE A'& %� • 777, I °` PARCEL 4 4" PVC SD. SEE SHEET 3 mo U � �p U � O �y Lw m —200 I I, 1. r wn �.... �. 1 190 5' WIDE PRIVATE DRAINAGE EASEMENT PER PARCEL MAP SCALES. • HORIZONTAL: 1"620' VER77CAL: lm-8' �3 U O q� SCALE: 1" = 20' bhA,inc. �O TRACTOR TO VERIFY EXISTING RYTO CONS7RUC ON VA770N 04 C.) O A M p AxW 3 land planning, cW englneedng, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 CIVIL 4� OF CALS� kCHANGE t1 , a ti W � II J O CTl U x 2 '-- PROJECT j m v BOUNDARY co LL: 1 V � J 'N ac 2 w N m m�ti Q -Z ypZ N OV(6 OI,a p0� OL cn V $cn Lo h ipti41 a �i14Q� koi N �jti �Q4W,x0 �IhOCnlocn3��MS �EXIST 20' PRIVATF ROAD & U77LITY ESMT. PER DOC. 87182 IN BOOK 2209, PAGE 363 RECORDED 8 -14 -46 STORMDRAINLINE A'& %� • 777, I °` PARCEL 4 4" PVC SD. SEE SHEET 3 mo U � �p U � O �y Lw m —200 I I, 1. r wn �.... �. 1 190 5' WIDE PRIVATE DRAINAGE EASEMENT PER PARCEL MAP SCALES. • HORIZONTAL: 1"620' VER77CAL: lm-8' K: Al'nfll ,3DV'.56/ \b1WlcP\ 1.361 6, °- 04.dwg Aug 14, 0111 ro mJ z� Qy P SCALE: 1" = 20' bhA,inc. Y. BCE L. �r GJ NO. 60676 TRACTOR TO VERIFY EXISTING RYTO CONS7RUC ON VA770N land planning, cW englneedng, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 CIVIL 4� OF CALS� kCHANGE (760) 931 -8700 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY'. DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. REVISE STOAK DRAIN 'B '/ - DESCRIPTION: 2.5" BRASS DISK STAMPED ENC -31 LS 7322 LOCATION: IN THE NORTHWEST CORNER OFA STORM INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD. ITASBO BOULEVARD, HORIZONTAL: 1" = 20' VERTICAL: 1" = 8' �J �.yL. �Z —[J —�� BRUCE L. RICE ��` DATE" PLANS PREPARED UNDER SUPERVISION OF DATE: //-/7 / R.C.E. NO.: 606.76 RU CE EXP.: 12 -31 -18 RECD � �' S AK - / APPROVED: _.,. ,. // RANK BE 8 %�LS %� Dp'fL GRADING PLAN FOR: 147 QUAIL DRIVE, ENCINITAS, CA 92024 LAND HOLDINGS LLC APN: 258 -111 -18-00 PLANNING CASE NO: 15 -292 TPM /CDP /DR 13322 -G S,� _�.Vc� 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF ENCINITAS BOULEVARD AND WESTLAKE STREET. RECORD FROM: ROS 18416 ELEVATION: 182,995' DATUM: NAVD88 (U-y 1,Y&MI -2`"I S 1, 1'111 SHEET 4 OF #, REVIEWER INSPECTOR SENIOR ENGINEER K: Al'nfll ,3DV'.56/ \b1WlcP\ 1.361 6, °- 04.dwg Aug 14, 0111 ro mJ z� Qy P r v m 44 I k � r � -- -- i, EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT I BMP STENCIL PLACEMENT NOTES S E `r, — l ' A ALL STORM DRAIN INLETS AND CATCH BASINS WTHIN THE PROJEC T AREA HALL HAVE A STEEL OR STENCIL OR TILE PLACED WITH PROHIBITIVE LANGUAGE (SUCH AS: WOOD POST RECEIVED WATER> ) A / R GRAPHICAL ICONS "NO DUMPING" 1 LIVE IN <MAME R >" ND 0 ATTACH FILTER FABRIC Y TO TO DISCOURAGE ILLIGAL DUMPING. SIDE OFL POST UP APN -- _.� B SIGNS AND PROHIBITIVE LANGUAGE AND OR GRAPHICAL ICONS WHICH PROHIBIT ILLEGAL is , '.,:. „ _._._... - -:r - -- - -.� S.._ ) ... 255- 431 -15 -p:- a_t_ DUMPING, MUST BE POSTED AT PUBLIC ACCESS POINTS ALONG CHANNELS AND CREEKS WITHIN `t , _ - - -- THE PROJECT AREA. All FLOW y J ci t' I I j �F1 GL� - , , C) LEGIBILITY OF STENCILS, TILES AND SIGNS MUST BE MAINTAINED AND TILES MUST BE PLACED j I i, a W �• ' �_'I { 25 9 FLUSH WITH THE TOP OF CONCRETE TO REDUCE TRIPPING BY PEDESTRIANS i 10 (3m) MAX /MUM SPACING WITH // WIRE SUPPORT FENCE ' \ \, \� \� . _ 6 (1.8m) MAXIMUM SPACING WITHOUT vS I (S) I ! x - CONSTRUCTION LEGEND WIRE SUPPORT FENCE !X 1 V e BEST MANAGEMENT PROTECTION & EROSION CONTROL � r .4TT,T FF.N(.'F. DESCRIPTION QUANTITY SYMBOL SE -1 —SILT FENCE 1,118 L.F. SE -5 —FIBER ROLL 237 L.F. FR SE- 8— GRAVEL BAG BARRIER 440 EA. SE -10 —STORM DRAIN INLET PROTECTION 4 EA. rm WM1— MATERIAL DELIVERY STORAGE 1 EA. WM5 —SOLID WASTE MANAGEMENT 1 EA' M46—HAZARDOUS WASTE MANAGEMENT 1 EA. IQ WM8— CONCRETE WASTE MANAGEMENT 1 EA. CWM WM9— SANITARY /SEPTIC WASTE MANAGEMENT 1 EA. TC1— STABILIZED CONSTRUCTION ENTRANCE 1,000 S.F. EC -4 HYDROSEEDING/ BONDED FIBER MATRIX 12,198 S.F. LLLLLL EC -7 GE07EXTILE MATS ®7 EC -10 VELOCITY DISSIPATION DEVICES WE -1 WIND EROSION CONTROL �i DESCRIPTION Vrivi' 3Di7367 \DVIG \GP\, 1367- GP- G5,dv)g Aug 14, 2017 I t _ QgoF h� I ( , 1 ` d l BRUCE L ­ � � r � RICE .` NO. 60676 mnc■ land planning, C1�11 engineedng, surveying 20' 10' 0' 20' 40' 60' o 5115 AVENIDA ENCINAS SUITE °L" _ SCALE. 1 = 20 a pB CAL CARLSBAD, CA. 92008 -4387 r. � (760) 931 -8700 APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: 1 DRAWN BY: CHECKED BY: B.R. A.V I B. R. ENGINEER NG DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: 2.5 "BRASS DISK STAMPEDENC -31 LS 7322 PLANS PREPARED UNDER SUPERVISION OF RECD E DE APPROVED: GRADING PLAN FOR: LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB /J INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, HORIZONTAL: 1 " =20' DATE: (� -// -%7 .�^ /� 147 QUAIL DRIVE, ENCINITAS, CA 92024 B&FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF tSKULt L. ICE DATE G LAND HOLDINGS, LLC 13322 -C7 ENCINITAS BOULEVARD AND WESTLAKE STREET. VERTICAL: 1 " =8' R.C.E. NO.: 60676 STEVE OWAK NK LOCK°"' RECORD FROM ROS 18416 ELEVATION: 182.995' �� I- G��. -C I u�l �j- �O •� �jj �✓7 APN: 258- 111 -18 -00 DATUM: NAVD88 EVIEWER INSPECTOR SENIOR ENGINEER BRUCE L. RICE EXP.: 12 -31 -18 6�TE— PLANNING CASE NO: 15 -292 TPM /CDP /DR SHEET 5 OF $ r on no Mono Mono Moo Moo Mono no no mono on w moo M Mono MIMM M MIM M M Moo Mono Mono M won M won w mom mono M Mono Mono M MIMIM no mmmmmm Mono M Mono ===a mom M mono wommo 0 MIMM M MIMIM M nnn N mmm M M MIMMIM MIMMIMM no Mono won== MIMMINI GREATER THAN OF CONDUIT BOTT. OF #3 AT EACH FACE ® B" O.C. CHANGE 2" SECTION X -X -NO PIPES TO BE PLACED IN THIS HEIGHT V -6" MIN. P. PIPE PERPENDICULAR TO 1. CONTINUOUS INSPECTION (U.N.O.) SHALL BE PERFORMED BY QUALIFIED SPECIAL INSPECT ORS RETAINED BY OWNER AND APPROVED BY THE BUILDING OFFICIAL TO ACT AS A SPECIAL INSPECTOR. 2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION'S BUILDING DEPARTMENT, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 5. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION BUILDING DEPARTMENT, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. 6. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE THE LOCAL JURISDICTION'S BUILDING DEPARTMENT, FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 7. FABRICATOR SHALL SUBMIT AN " APPLICATION TO PERFORM OFF -SITE FABRICATION" TO THE INSPECTOR SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 8. FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 9. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 10. WHERE MATERIALS OR ASSEMBLIES ARE REWIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE LOCAL BUILDING JURISDICTION IN ACCORDANCE WITH SECTION 1703. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1703.5.1 THROUGH 1705.5.3. IDENTIFY ON PLANS ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1703.51 THROUGH 1705.5.3. SPECIAL INSPECTION TO BE PROVIDED BY: LIST OF INSPECTIONS THE SPECIAL INSPECTOR SHALL, IN ACCORDANCE WITH CBC CHAPTER 17, INSPECT THE FOLLOWING STRUCTURAL WORK: 1. SOILS AND FOUNDATION: DURING EARTHWORK EXCAVATION, GRADING, AND FILLING OPERATIONS TO SATISFY REQUIREMENTS OF CBC 1704. PRIOR TO PLACING AND REINFORCING STEEL, THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL SOIL BEARING SURFACES. 2. MASONRY (CONTINUOUS LEVEL 1 SPECIAL INSPECTION): 1. CONTINUOUS INSPECTION OF PROPORTIONS OF SITE- PREPARED MORTAR 2. CONTINUOUS INSPECTION OF CONSTRUCTION OF MORTAR JOINTS. 3. CONTINUOUS INSPECTION OF LOCATION OF REINFORCEMENT. 4. CONTINUOUS INSPECTION OF SIZE AND LOCATION OF STRUCTURAL ELEMENTS. 5. CONTINUOUS INSPECTION OF TYPE, SIZE AND LOCATION OF ANCHORS INCLUDING ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. 6, CONTINUOUS INSPECTION OF SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. 7. CONTINUOUS INSPECTION TO ENSURE THAT GROUT SPACE IS CLEAN. 8. CONTINUOUS INSPECTION OF PROPORTIONS OF SITE- PREPARED GROUT 9. CONTINUOUS INSPECTION OF GROUT PLACEMENT AND COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENTS. 10. CONTINUOUS INSPECTION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR PRISMS. 11. PERIODIC INSPECTION OF COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS. COMRACTOR'S STATEMENT OF RESPONSIBILITY THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF ITEMS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS PRIOR TO THE COMMENCEMENT OF WORK. 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL 3. ,ACKNOWLEDGEMENT OF THE PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. 4. IDENTIFICATION AND QUALIFICATINS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. [SEC. 1706.11. r LOCATE PARALLEL PIPE TRENCH SO THAT FOOTING IS NOT UNDERMINED' BOTT. OF FTG.J 1 2 NO EXCAVATION BELOW THIS LINE PIPE PARALLEL TO FTN'G PE NCH DETAIL 1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.S BRASS DISK STAMPED ENW1 LS 7322 LOCATION: IN THE NORTHW GA EST RNER OF A STORM DRAIN CURB RECORD FROM: ROS 18416 ELEVATION: 182.995' DATUM:NAVD88 2016 CBC STANDARD 22 -1. STEEL FABRICATOR TO BE LICENSED BY THE APPROPRIATE MUNICIPALITY. 2. MATERIAL AND WORKMANSHIP FOR FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF THE "CODE OF STANDARD PRACTICE% PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 1 STRUCTURAL STEEL FOR THE FOLLOWING SHAPES 'INDICATED SHALL CONFORM TO THE FOLLOWING GRADES: i TEST AND INSPECTIONS: STRUCTURAL STEEL AND WELDING S77W7URAL CONCRETE 877(IC7UR4L GENERAL NOTES i A 992 50 -65 PLATES, ANGLES AND CHANNELS A 36 36 RECTANGULAR TUBES A 500 B 46 ■ 1. ALL STRUCTURAL STEEL SHALL CONFORM TO AND BE IDENTIFIED IN ACCORDANCE WITH t 1 ALL CONSTRUCTION INCLUDING MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE ■ GREATER THAN OF CONDUIT BOTT. OF #3 AT EACH FACE ® B" O.C. CHANGE 2" SECTION X -X -NO PIPES TO BE PLACED IN THIS HEIGHT V -6" MIN. P. PIPE PERPENDICULAR TO 1. CONTINUOUS INSPECTION (U.N.O.) SHALL BE PERFORMED BY QUALIFIED SPECIAL INSPECT ORS RETAINED BY OWNER AND APPROVED BY THE BUILDING OFFICIAL TO ACT AS A SPECIAL INSPECTOR. 2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION'S BUILDING DEPARTMENT, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 5. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION BUILDING DEPARTMENT, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. 6. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE THE LOCAL JURISDICTION'S BUILDING DEPARTMENT, FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 7. FABRICATOR SHALL SUBMIT AN " APPLICATION TO PERFORM OFF -SITE FABRICATION" TO THE INSPECTOR SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 8. FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 9. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 10. WHERE MATERIALS OR ASSEMBLIES ARE REWIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE LOCAL BUILDING JURISDICTION IN ACCORDANCE WITH SECTION 1703. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1703.5.1 THROUGH 1705.5.3. IDENTIFY ON PLANS ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1703.51 THROUGH 1705.5.3. SPECIAL INSPECTION TO BE PROVIDED BY: LIST OF INSPECTIONS THE SPECIAL INSPECTOR SHALL, IN ACCORDANCE WITH CBC CHAPTER 17, INSPECT THE FOLLOWING STRUCTURAL WORK: 1. SOILS AND FOUNDATION: DURING EARTHWORK EXCAVATION, GRADING, AND FILLING OPERATIONS TO SATISFY REQUIREMENTS OF CBC 1704. PRIOR TO PLACING AND REINFORCING STEEL, THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL SOIL BEARING SURFACES. 2. MASONRY (CONTINUOUS LEVEL 1 SPECIAL INSPECTION): 1. CONTINUOUS INSPECTION OF PROPORTIONS OF SITE- PREPARED MORTAR 2. CONTINUOUS INSPECTION OF CONSTRUCTION OF MORTAR JOINTS. 3. CONTINUOUS INSPECTION OF LOCATION OF REINFORCEMENT. 4. CONTINUOUS INSPECTION OF SIZE AND LOCATION OF STRUCTURAL ELEMENTS. 5. CONTINUOUS INSPECTION OF TYPE, SIZE AND LOCATION OF ANCHORS INCLUDING ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. 6, CONTINUOUS INSPECTION OF SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. 7. CONTINUOUS INSPECTION TO ENSURE THAT GROUT SPACE IS CLEAN. 8. CONTINUOUS INSPECTION OF PROPORTIONS OF SITE- PREPARED GROUT 9. CONTINUOUS INSPECTION OF GROUT PLACEMENT AND COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENTS. 10. CONTINUOUS INSPECTION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR PRISMS. 11. PERIODIC INSPECTION OF COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS. COMRACTOR'S STATEMENT OF RESPONSIBILITY THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF ITEMS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS PRIOR TO THE COMMENCEMENT OF WORK. 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL 3. ,ACKNOWLEDGEMENT OF THE PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. 4. IDENTIFICATION AND QUALIFICATINS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. [SEC. 1706.11. r LOCATE PARALLEL PIPE TRENCH SO THAT FOOTING IS NOT UNDERMINED' BOTT. OF FTG.J 1 2 NO EXCAVATION BELOW THIS LINE PIPE PARALLEL TO FTN'G PE NCH DETAIL 1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.S BRASS DISK STAMPED ENW1 LS 7322 LOCATION: IN THE NORTHW GA EST RNER OF A STORM DRAIN CURB RECORD FROM: ROS 18416 ELEVATION: 182.995' DATUM:NAVD88 2016 CBC STANDARD 22 -1. STEEL FABRICATOR TO BE LICENSED BY THE APPROPRIATE MUNICIPALITY. 2. MATERIAL AND WORKMANSHIP FOR FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF THE "CODE OF STANDARD PRACTICE% PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 1 STRUCTURAL STEEL FOR THE FOLLOWING SHAPES 'INDICATED SHALL CONFORM TO THE FOLLOWING GRADES: SHAPE ASTM / GRADE F" WIDE FLANGE (W) A 992 50 -65 PLATES, ANGLES AND CHANNELS A 36 36 RECTANGULAR TUBES A 500 B 46 PIPES A 53 B 35 4. BOLTS OF THE TYPE AND USE INDICATED SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS (U.N.O.): TYPE USE BOLTS MACHINE BOLTS AS SPECIFIED A 307 GRADE A ANCHOR BOLTS ANCHORS A 307 GRADE A HIGH STRENGTH AS SPECIFIED A 325 5. NUTS SHALL CONFORM TO ASTM A 563 -88a, HEX GRADE A. 6. ALL WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 -00, 'STRUCTURAL WELDING CODE - STEEL' OF THE AMERICAN WELDING SOCIETY. ELECTRODES SHALL BE TYPE E70 -T6, UNLESS NOTED OTHERWISE BY PROJECT STRUCTURAL ENGINEER. 7. ALL WELDING OF STRUCTURAL STEEL SHAPES SHALL BE ELECTRIC -ARC PROCESS BY QUALIFIED AND CERTIFIED WELDERS, APPROVED BY THE GOVERNING AGENCY. CONTINUOUS DEPUTY INSPECTION REQUIRED FOR FIELD WELDING. 8. ALL WELDING OF REINFORCING STEEL SHALL CONFORM TO THE PROVISIONS OF AWS D1.4 -00, *STRUCTURAL WELDING CODE - REINFORCING STEEL ". 9. STEEL MEMBERS TO BE GALVANIZED SHALL BE COATED IN ACCORDANCE WITH ASTM A 123 WITH A MINIMUM OF 2.5 OUNCES ZINC PER SQ. FT. 10. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. 11. STEEL SHALL BE COATED WITH A SHOP- APPLIED PRIMER. FIELD PAINTING TO BE PROVIDED TO TOUCH UP ANY DAMAGED PAINT ON SHAPES, BOLTS, AND WELDS, 12. HIGH-STRENGTH NON- SHRINK GROUT SHALL BE PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON- SHRINK GROUT. NON- SHRINK GROUT SHALL BE ICBO- APPROVED AND SHALL BE MIXED, PLACED AND CURED IN CONFORMANCE WITH MANUFACTURER'S CBO REPORT. 1. MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C -90 GRADE N. W/ AN ULTIMATE COMPRESSIVE STRENGTH - fm = 1500 PSI. 2. MORTAR MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 1/4 HYDRATED LIME OR LIME PUTTY BY VOLUME; WATER CONTENT SHALL BE THE MINIMUM REQUIRED FOR WORKING CONSISTENCY; MORTAR SHALL BE TYPE "S", UNLESS NOTED OTHERWISE. 3. GROUT MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL BY VOLUME. THE 28 DAYS ULTIMATE STRENGTH OF THE GROUT SHALL BE 2500 PSI. 4. GROUT MIX SHALL BE SOLID GROUTED, UNLESS NOTED OTHERWISE ON PLANS. 5. CONTINUOUS DEPUTY INSPECTION IS NOT REQUIRED, UNLESS NOTED OTHERWISE. 6. FIRST COURSE OF BLOCKS ABOVE OPENINGS SHALL BE LINTEL /BOND BEAM UNITS. 7. MAXIMUM GROUT LIFT SHALL NOT EXCEED 4' -0' IN ONE DAY UNLESS PROPER PROCEDURES OF HIGH LIFT GROUTING OF THE GOVERNING AGENCIES ARE FOLLOWED. VIBRATE ALL GROUT LIFTS. 8. MASONRY SHALL BE CLEAN AND FREE OF ALL SUBSTANCES THAT MAY IMPAIR BOND. 9. BOND BEAM TYPE UNITS SHALL BE USED FOR ALL HORIZONTAL REINFORCING STEEL 10. VERTICAL COLD JOINTS ARE NOT ALLOWED UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11. HORIZONTAL CONSTRUCTION JOINTS: WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, THE GROUT POUR MUST BE STOPPED A MINIMUM 1 1/2 " BELOW THE TOP OF THE UPPER UNIT. 12. CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS UNTIL FLOOR AND /OR ROOF FRAMING HAS BEEN ERECTED COMPLETELY. 13. RETAINING WALLS RESTRAINED BY WOOD FLOOR FRAMING AT THE TOP OF WALL ( T.O.W.) SHALL NOT BE BACK -FILLED PRIOR TO COMPLETION OF FLOOR DIAPHRAGM INSTALLATION (SEE STRUCTURAL DETAILS OR DISCUSS W/ ENGINEER FOR RETAINING WALL DESIGN - TYPE). RETAINING WALLS RESTRAINED BY A CONCRETE DECK AT THE T.O.W. MAY BE BACKFILLED WHEN THE FOLLOWING CONDITIONS ARE MET: A. REINFORCED CONCRETE SLAB AT BOTTOM OF WALL HAS BEEN PLACED AND DOWELED INTO WALL FOOTINGS PER STRUCTURAL DETAILS (ALLOW MIN. 3 DAYS FOR SLAB TO CURE), AND B. SHORING AT THE T.O.W. HAS BEEN COMPLETELY ATTACHED TO SUPPORT THE WALL UNDER SOIL LOADING. CANTILEVERED -TYPE RETAINING WALLS ARE EXEMPT FROM THE ABOVE REQUIREMENTS PRIOR TO BACKFILUNG. rsT: uesR;tveu rsT: �nt SCALE AS -BUILT UW&N �r<t =u esr: PLANS PREPARED UNDER SUPERVISION.OF HORIZONTAL: 1 " =20' DATE: LUIS LABRADA DATE )b VERTICAL: 1" = 8' R.C.E. NO.: 4$ N REVIEWER INSPECTOR ENI R EN IN ER LUIS LABRADA EXP.: --- ---- -- ---- ---- -- - - - - -- ------------- ---------- THE MINIMUM 28 -DAY CYLINDER STRENGTH SHALL BE AS FOLLOWS, U.N.O. CONCRETE ELEMENT I'c ELEVATED SLAB 3000 PSI PILES 3000 PSI CONT. FOOTINGS & G.B.'s 3000 PSI ALL CONCRETE REQUIRED TO BE GREATER THAN 2500 PSI SHALL HAVE SPECIAL INSPECTION. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 -94, TYPE I OR 11. 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C 33 -94 AND SHALL BE AS DEFINED IN SECTION 1903.3. "A" AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C 330 -89. STRUCTURAL LIGHT WEIGHT CONCRETE SHALL HAVE A DENSITY RANGE OF 110 TO 115 PCF. 4. ADMIXTURES PER CBC SECT. 1903.6 MAY BE USED WITH PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C 94 -94 AND PER SECT. 1903.9 - MIXING & PLACING OF CONCRETE 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL IN NONPRESTRESSED CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: LOCATION MIN. COVER (IN.) A. CAST AGAINST AND PERMANENTLY 3 EXPOSED TO EARTH B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER: #6 AND LARGER BAR 2 #5 BARS, 5/8 INCH WIRE, AND SMALLER 1 -1/2 C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: #14 AND #18 BARS 1 -1/2 #11 AND SMALLER 1 PRIMARY REINFORCEMENT, STIRRUPS,TIES OR SPIRALS 1 -1/2" 7. SLEEVES, PIPES AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTINGS, GRADE BEAMS, PILE CAPS OR TIE BEAMS UNLESS SHOWN IN APPROVED BY STRUCTURAL ENGINEER AND SHOWN IN STRUCTURAL DETAILS 8. ALL SLEEVES THROUGH BEAMS, GIRDERS AND FOUNDATION WALLS SHALL BE INSTALLED AND SECURED IN POSITION PRIOR TO PLACING CONCRETE. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, SLEEVING SHALL NOT BE PERMITTED UNLESS APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 9. CONDUIT SHALL NOT BE PLACED IN ANY CONCRETE SLAB LESS THAN 3- 1/2 " THICK. IF CONDUIT IS PLACED IN CONCRETE SLAB, ITS OUTSIDE DIAMETER SHALL NOT BE GREATER THAN ONE THIRD OF THE SLAB THICKNESS. 10. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4 INCH (U.N.O.) 11. FRAMING CONTRACTOR TO VERIFY LOCATION OF HOLDOWNS PRIOR TO POURING OF CONCRETE FOUNDATIONS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR GROUNDS REQUIRED TO BE CAST IN THE CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. 13. ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMED. 14. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS DUE TO ARCHITECTURAL C.I.P. CONCRETE. I F* l ;Xl L l. 61169!IGT17�[e>, ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE BUILDING OCCUPANCY CATEGORY - II SITE CLASS - D SEISMIC DESIGN CATEGORY - D SPECTRAL RESPONSE COEFICIENT (SHORT PERIOD), S„ = 0.799 SPECTRAL RESPONSE COEFFICIENT (1- SECOND PERIOD), So, = 0.461 SOILS & FOUNDATION DESIGN: GEOTECHNICAL REPORT PREPARED BY: EAST COUNTY SOIL CONSULTATION AND ENGINEERING INC REPORT NUMBER: 15- 1147D6 ; DATE: 04 -24 -2017 SOIL BEARING CAPACITY: 2,000 PSF PASSIVE PRESSURE: 250 PSF COEFFICIENT OF FRICTION: 0.35 ACTIVE PRESSURE : 35 PSF (UNRESTRAINED) NOTES: 1. IN THE EVENT EXCAVATIONS ARE CARRIED TO A DEPTH GREATER THAN REQUIRED, THE ADDITIONAL DEPTH SHALL BE FILLED WITH THE SAME CONCRETE AS THAT USED FOR THE FOOTING, AT NO ADDITIONAL COST TO THE OWNER. NO UNCONTROLLED FILL WILL BE PERMITTED. 2. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL REMOVED. 3. ALL SITE GRADING WORK SHALL BE DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER. 4. PRIOR TO FOOTING EXCAVATION, SOIL ENGINEER TO REVIEW AND APPROVE IN WRITING THAT FOUNDATION PLANS AND FINAL GRADING PLANS COMPLY WITH THE SOILS REPORT. 5. ALL FILL SOILS SHALL BE NON- EXPANSIVE IN ACCORDANCE WITH THE SOILS REPORT ENGINEERING DIVISION APPROVALS TM E ED: APPROVED: G �NpO_ AK FRAW-BMMK DATE 0'�' DATE �o PROVISIONS OF THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), WITH THE GOVERNING AGENCY AMENDMENTS AND STANDARDS REFERENCED THEREIN. WHEREVER BUILDING CODE IS REFERENCED IN THE FOLLOWING GENERAL NOTES OR OTHER NOTE SECTIONS, IT SHALL IMPLY THE IBC REFERENCED ABOVE. ALL PROJECTS LOCATED IN THE STATE OF CALIFORNIA SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE (CBC) AND REFER TO THE CBC IN UEU OF THE AFOREMENTIONED IBC. 2. ALL ASTM STANDARDS LISTED HEREIN SHALL BE AS REFERENCED IN THE LATEST ISSUE OF THE ANNUAL BOOK OF STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). 3. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO STARTING WORK. THE ARCHITECT AND STRUCTURAL ENGINEER 4. ALL OMISSIONS AND /OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF DISCREPANCIES. DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, ARCHITECT, AND FIELD INSPECTOR. THE ARCHITECT OR STRUCTURAL ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR OMISSION. 5. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND /OR STANDARD DETAILS SHOWN ON SHEET SD1. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. 6. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 7. WORKING DIMENSIONS SHALL NOT BE SCALED'FROM PLANS, SECTIONS OR DETAILS ON THESE STRUCTURAL DRAWINGS. 8. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND BRACING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. 9. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, BLOCK -OUTS, etc. SHALL NOT BE PLACED IN SLABS, BEAMS, GIRDERS, COLUMNS, WALLS, FOUNDATIONS, etc. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. IF ANY PIPES, DUCTS, CONDUIT, etc. ARE PLACED THAT ARE NOT SHOWN ON THESE STRUCTURAL DRAWINGS, THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED (SEE PARAGRAPH 4 ABOVE). 10. THE CONTRACTORS SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE STRUCTURAL ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE STRUCTURAL ENGINEER. 11. IF THE CONTRACTOR PROPOSES ANY SUBSTITUTION, NEW CALCULATIONS AND DETAILS MAY HAVE TO BE PREPARED, EXISTING DETAILS MAY HAVE TO BE ALTERED, AND NEW DRAWINGS MAY HAVE TO BE SUBMITTED TO THE BUILDING DEPT. THE CONTRACTOR SHALL PAY THE STRUCTURAL ENGINEERS FEES TO ALTER THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO PROCESS THE REVISED PLANS REFLECTING ALL SUBSTITUTIONS THROUGH THE APPROPRIATE OFFICE OF ALL GOVERNING AGENCIES. REINFORCNVG STEEL 1. DEFORMED BAR REINFORCEMENT SHALL CONFORM TO THE FOLLOWING GRADES OF ASTM A 615 -94: GRADE 40 - #3 AND SMALLER & GRADE 60 - #4 AND LARGER 2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CBC SEC. 1907 & OTHER SECTIONS ACCORDING TO APPLICATION. 3. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS, SPACED NOT GREATER THAN 192 BAR DIAMETERS (SEE DETAILS FOR OTHER REQ'TS). 4. WALLS, PILASTERS AND COLUMNS SHALL BE DOWELED TO THEIR SUPPORTING FOOTINGS WITH REINFORCEMENT OF THE SAME SIZE, GRADE AND SPACING AS THE VERTICAL REINFORCEMENT IN THE WALLS, PILASTERS, OR COLUMNS (U.N.O.) 5. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF "BAR SUPPORT SPECIFICATIONS" AS CONTAINED IN THE LATEST EDITION OF THE "MANUAL OF STANDARD PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 6. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CRSI "MANUAL OF STANDARD PRACTICE ", LATEST EDITION. 7. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE OR GROUT. 8. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED. 9. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 147 QUAIL DRIVE, ENCINITAS, CA 92024 LAND HOLDINGS, LLC APN: 258 - 111 -18 -00 PLANNING CASE NO: 15-292 TPM/CDP/DR ------ ------------------------------- ■ ■ ■ moo ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 8 ■fz Ow ■ c �I�e AQ ■ �� ao ■ 3 �o 'a � au ■ ■ Z�I ■ ■ ■ Nzi ■ ■ Wu ■ ■ 13322 -G; SHEET 6 OF 8 GRADE 2 LEGEND \ \� \�� \�\�\ 8" CMU (SOLID GROUTED) 1 1 NEW CMU RETAINING WALL w/ #6 VERT. BARS 0 16" 0/C 2.75" #4 HORIZ. BARS 0 16" 0/C S1 S1 - - - - -- PROPOSED FOOTING --------------- - - - - -- - -RET. WALL #1 - - - -- - -- --------------------- - - - --1 I \ NOTE: \ NO WALL SUBDRAIN I ON BASIN SIDE OF WALLS. �\ \ SEE DETAIL II 275" TYPICAL 1 \\ \ SN1 #6 (V) 0 16" O.C. 12" CMU (SOLID GROUTED) \ w (30" MIN LAP, TYP) w/ #6 VERT. BARS 0 8" 0/C \ 2 #4 HORIZ. BARS 0 16" 0/C l — — — — — — — — — — — — — — — — — — — - \\ L \ 3 __— x Q \ \ QROFESS /ON � s ENGINEERED SOIL MIX S1 �O q q! (SEE GRADING PLAN) 2.75' sgTFOFCAF��� ao I \ C>n /L #6 (V) 0 8" O.C. #5 CONT. (30" MIN LAP, TYP) TOP & BOTTOM I 2 \ \\ 3I 3 3 \ \\ I w I s1 D o D S1 \ \\ \ \\ 12' -5" D I � #5 0 8-O.C. \ \\ \ \`--------------- - - - - -- _ I I EA WAY - - - - -- - - - - - -- --------------- - - - - -J I D \\ RET. WALL #2 25" CPL– \�--------- - - - - -– – - -- --------- - - - - -- I– PL D I 2 —0" 2' -0„ 4' -0„ 1' S1 D: . 2 4 FOUNDA TION PLAN 7' — 0 >' Ile SCALE: 1/,V - T-D" RET. WALL #1 DETAIL 1 PL 1. ALL SPLICES ARE CLASS B = 1,3 In 2. * #3 BARS fr= 40 ksi GRADE 2 2 3. db- BAR DIAMETER NOTES: 1. REINFORCING TO MATCH SIZE & SPACING OF FOOTING REINF. db 2. SLOPE TO BE 1 VERT. TO 2 HORIZ. EXCEPT WHERE SHOWN OTHERWISE. o 0 _ CONCRETE REINFORCING - Fy = 60 ksi CONCRETE f, (psi) STIRRUPS AND TIES LAP SPLICE (IN.) - DEFORMED BARS #3* #4 #5 #6 1 #7 #8 #9 #10 1 #11 2500 16 32 39 47 69 78 88 100 110 3000 15 29 36 43 63 72 81 91 101 PL 1. ALL SPLICES ARE CLASS B = 1,3 In 2. * #3 BARS fr= 40 ksi GRADE 2 2 3. db- BAR DIAMETER NOTES: 1. REINFORCING TO MATCH SIZE & SPACING OF FOOTING REINF. db 2. SLOPE TO BE 1 VERT. TO 2 HORIZ. EXCEPT WHERE SHOWN OTHERWISE. o 0 _ MASONRY REINFORCING - Fy = 60 ksi STIRRUPS AND TIES f'm = 1500psi (MIN.) 3. D DEPTH OF FOOTING PER PLAN 7 LAP SPLICE (IN.) - DEFORMED BARS THRU #5 #3* #4 #5 #6 #7 #8 #9 #10 #11 48db 18 24 30 36 42 48 54 61 68 72db 27 36 45 54 63 72 81 91 102 PL 1. ALL SPLICES ARE CLASS B = 1,3 In 2. * #3 BARS fr= 40 ksi GRADE 2 2 3. db- BAR DIAMETER NOTES: 1. REINFORCING TO MATCH SIZE & SPACING OF FOOTING REINF. db 2. SLOPE TO BE 1 VERT. TO 2 HORIZ. EXCEPT WHERE SHOWN OTHERWISE. o 0 _ N_ w / j o \ / � / / / / / // #4 HORIZ. BARS 0 16" 0/G g „D„ 2X RISE r w o MIN Q OI ENGINEERED SOIL MIX . o -u-) (SEE GRADING PLAN) ENGINEERED SOIL MIX N f a -1 II (SEE GRADING PLAN) COMPRESSION REINFORCEMENT SPLICE 1 -8 w \ \ \ \ x co 24 IN. CONCRETE 24 db (MASONRY) 48 db MIN LAP SPLICE TENSION REINFORCEMENT SPLICE Z 2.75 LJ TYPICAL REBAR LAP SPLICE 6 TYPICAL STEP FOUNDATION 4 2.75' mow_ C AP PER 10 /SD #3 THRU #5 -6 db #3 THRU #8- #3 THRU #8- (2) TWO BARS 0 END #5 (V) 0 16" O.C. n n #6 THRU #8 -12 db 6 db, 3" MIN. 6 db, 3" MIN. •. TO MATCH VERTICAL (30' MIN LAP, TYP) #5 (V) 0 16" O.C. N REINFORCEMENT, UNO (30" MIN LAP, TYP) C � p O (2) TWO BARS AT CORNER TO ® p D I� LAP PER MATCH VERTICAL REINFORCING, UNO ° D • . BEND DIA. EA WAY O C D ° D #5 CONT. co D D D p db , D TOP & BOTTOM 1 #5 0 #5 CONT. 90 BEND 135 BEND 90 & 135 BENDS EA WAY I D D TOP & BOTTOM (STIRRUPS & (SEISMIC HOOKS) (SEISMIC CROSS TIES) D ° 5 0 12 "O.C. D o TIE HOOKS) # #5 0 12 "O.C. 4 db OR 2 1/2" MIN. DIAMETER OF BENDS STIRRUPS AND TIES 4 db 3. D DEPTH OF FOOTING PER PLAN 7 #3 THRU #5 BARS 6 db FOR #6 THRU 8 BARS Q CD 6 db FOR #3 THRU #8 BARS 8 db FOR #9 THRU #11 BARS 10 db FOR #14 'THRU #18 BARS 0 I' 1 m= w D C w x II Q i I o 1 \/' GRADE i z "D° 3 "CLR.. ` 8" CMU (SOLID GROUTED) i 7 o M M a h `� \ ^� \'`� \'`7 ^ a / w n w/ #5 VERT. BARS 0 16" 0/C #4 HORIZ. BARS 0 16" 0/C 8" CMU (SOLID GROUTED) w/ #5 VERT BARS 0 16" 0/C I , N_ w / j o \ / � / / / / / // #4 HORIZ. BARS 0 16" 0/G g „D„ 2X RISE r w o MIN Q OI ENGINEERED SOIL MIX . o -u-) (SEE GRADING PLAN) ENGINEERED SOIL MIX N f a -1 II (SEE GRADING PLAN) COMPRESSION REINFORCEMENT SPLICE 1 -8 w \ \ \ \ x co 24 IN. CONCRETE 24 db (MASONRY) 48 db MIN LAP SPLICE TENSION REINFORCEMENT SPLICE Z 2.75 LJ TYPICAL REBAR LAP SPLICE 6 TYPICAL STEP FOUNDATION 4 2.75' mow_ C AP PER 10 /SD #3 THRU #5 -6 db #3 THRU #8- #3 THRU #8- (2) TWO BARS 0 END #5 (V) 0 16" O.C. n n #6 THRU #8 -12 db 6 db, 3" MIN. 6 db, 3" MIN. •. TO MATCH VERTICAL (30' MIN LAP, TYP) #5 (V) 0 16" O.C. N REINFORCEMENT, UNO (30" MIN LAP, TYP) C � p O (2) TWO BARS AT CORNER TO ® p D I� LAP PER MATCH VERTICAL REINFORCING, UNO ° D • . BEND DIA. EA WAY O C D ° D #5 CONT. co D D D p db , D TOP & BOTTOM 1 #5 0 #5 CONT. 90 BEND 135 BEND 90 & 135 BENDS EA WAY I D D TOP & BOTTOM (STIRRUPS & (SEISMIC HOOKS) (SEISMIC CROSS TIES) D ° 5 0 12 "O.C. D o TIE HOOKS) # #5 0 12 "O.C. 4 db OR 2 1/2" MIN. DIAMETER OF BENDS STIRRUPS AND TIES 4 db FOR #3 THRU #5 BARS 6 db FOR #6 THRU 8 BARS ALL OTHERS 6 db FOR #3 THRU #8 BARS 8 db FOR #9 THRU #11 BARS 10 db FOR #14 'THRU #18 BARS 8 1 D �j TWO BARS 0 INTER. TO `r vl TO MATCH VERTICAL VERIICA REINF. REINFORCEMENT SPA ING o HORIZ. REINF. 180 BEND 90 BEND PER PLAN (OTHER BARS) (OTHER BARS) (TYP) 2' —S 1' -5" 1' -0" 2' -5 TYP REBAR STANDARD HOOKS TYPICAL REINFORCEMENT AT CMU WALL 5 RET. WALL #3 DETAIL 3 RET. WALL #2 DETAIL 2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: NECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 PLANS PREPARED UNDER SUPERVISION OF REC ND APPROVED: GRADING PLAN FOR: LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB - $ DATE: - 1i -1'' ��' 147 QUAIL DRIVE ENCINITAS CA 92024 INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD HORIZONTAL: 1" = 20' + r $ ' 13322 G , 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF LUIS LABRADA DATE ----"" R.C.E. NO.: 6S/Jlr -� LL` LAND HOLDINGS, LLC 1 1 ENCINITAS BOULEVARD AND WESTLW STREET. VERTICAL: 1" = 8' _ RECORD FROM: ROS 18416 ELEVATION: 182.995' APN: 258 -111 -18 -00 i DATUM: NAVD88 1\ 1 1� LUIS LABRADA EXP.: �'Sa'�� �' I7 ��O�il! 4EER R E I N IP= DATE DATE PLANNING CASE NO: 15 -292 TPM/CDProR SHEET 7 OF $ low ����������������������� �����w•������������������� ������������������������������������� mmmmmmmmii n� W e of o m& au =Z� ai Viz!} IGill I I C Z 4 �C9S> DETENTION fO PROJECT BOUNDARY APN 258-130-79 PLANT LEGED BOTANICAL NAME COMMON NAME SIZE STREET TREES ARBUTUS UNEDO'COMPACTN DWARF STRAWBERRY TREE 15 GAL. RHUS INTERGRIFOLIA LEMONADE BARRY 5 GAL. PERENNIAL SHRUBS GALVEZIA SPECIOSA TIRECRAKER' ISLAND BUSH SNAPDRAGON 1 GAL. € GROUND COVERS BACCHARIS'PIGEON POINT' COYOTE BUSH 1 GAL. T O.0 OwARF g016000 PAw / G*L.14"O.G. 04400 aN[rOzANTH05'BU5HRAU16ER' DETENTION BASIN MUHLENGERGIA CAPILARIS PINK MUHLY JUNCUS TOLD STRIKE' GOLD STRIKE RUSH 4" POTS 4" POTS CAREX SUBFUSCA RUSTY SEDGE 4" POTS VINES FICUS PUMILA CREEPING FIG 1 GAL. LANDSCAPE CONCEPT NOTES: 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF ENCINITAS LANDSCAPE REGULATIONS, THE LAND DEVELOPMENT LANDSCAPE STANDARDS. 2. MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. 3. MULCH: ALL REQUIRED PLANTING AREAS SHALL BE COVERED WITH MULCH TO A MIN. DEPTH OF 2 INCHES, EXCLUDING SLOPES REQUIRING REVEGETATION AND AREAS PLANTED WITH GROUND COVER. ALL EXPOSED SOILS AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED TO THIS MINIMUM DEPTH. 4. ALL CANOPY TREES SHALL BE PROVIDED WITH 40 SQ. FT. OF ROOT ZONE AND PLANTED IN AN AIR AND WATER PERMEABLE LANDSCAPE AREA -THE MIN. DIMENSION (WIDTH) OF THIS AREA SHALL BE 5 FEET. 5. TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC IMPROVEMENTS INCLUDING WALKS,CURBS,OR STREET PAVEMENT OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. ROOT BARRIERS WILL NOT WRAPPED AROUND THE ROOT BALL. ROOT BARRIERS SHALL BE BIO- BARRIER OR EQUAL. 6, OWNER IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE, INCLUDING THE PUBLIC RIGHT -OF -WAY, IN A HEALTHY, DISEASE FREE CONDITION. 7. ALL LANDSCAPE AREAS SHALL BE FINISH GRADE TO REMOVE ROCKS AND ENSURE SURFACE DRAINAGE AWAY FROM BUILDINGS. 8. IRRIGATION: AN EFFICIENT, AUTOMATIC, ELECTRICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT, AND MAINTENANCE OF THE VEGETATION IN A HEALTHY, DISEASSE- RESISTANT CONDITION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED, THE PROPOSED IRRIGATION SYSTEM SHALL BE A COMBINATION OF POP -UP SPRY HEAD AND DRIP LINE. NOTE: ALL GROUND MOUNTED UTILITIES WILL BE SCREENED WITH LANDSCAPE PLANTINGS. 110 COPPERWOOD WAY #P OCEANSIDE CA92058 760 - 716 -3100 CA. LLA#5299, C- 27#944955 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINES G DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A •t -r6 DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 PLANS PREPARED UNDER SUPERVISION OF REC D APPROVED: GRADING PLAN FOR: LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB DATE: ' 147 QUAIL DRIVE, ENCINITAS, CA 92024 INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD, HORIZONTAL: 1" = 16' - 13322 -G 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF NAME DATE NO.:_L,C.� OWAK FRANKBELe� LAND HOLDINGS, LLC ENCINITAS BOULEVARD AND WESTLAKE STREET. VERTICAL: 1 " =16' // ` �" /'� / RECORD FROM: ROS 18416 ELEVATION: 182.995' �1 15 �� 7 O " �v - / 7 /� �/ APN: 258 - 111 -18 -00 DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER EXP-- DATE DATE v'�%�/ 7 PLANNING CASE NO: 15 -292 TPM /CDP /DR SHEET' 8 OF'9 �i W RJ i i I4; I 1 w. �r .. : i : ' . . rv� � TION BASIN PLANT LEGED BOTANICAL NAME COMMON NAME SIZE STREET TREES 15 ARBUTUS UNEDO'COMPACTA' DWARF STRAWBERRY TREE 15 GAL. 17 RHUS INTERGRIFOLIA LEMONADE BARRY 5 GAL. 10 PODOCARPUS HENKELII LONGED LEAFED YELLOWWOOD 15 GAL. PERENNIAL SHRUBS 55 GALVEZIA SPEC IOSA'FIRECRAKER' ISLAND BUSH SNAPDRAGON 1 GAL. GROUND COVERS 10,120 2,190 BACCHARIS'PIGEON POINT' COYOTE BUSH 1 GAL. T O.0 ANIGOZANTHOS "BUSH RANGER" DWARF KANGAROO PAW 1 GAL. 36" O.0 2;31 1 4 4 P ff P DETENTION BASIN MUHLENGERGIA CAPILARIS PINK MUHLY 4" POTS 1220 JUNCUS VOLD STRIKE' GOLD STRIKE RUSH 4" POTS CAREX SUBFUSCA RUSTY SEDGE 4" POTS VINES 20 FICUS PUMILA CREEPING FIG 1 GAL. LANDSCAPE CONCEPT NOTES: 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF ENCINITAS LANDSCAPE REGULATIONS, THE LAND DEVELOPMENT LANDSCAPE STANDARDS. 2. MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. 3. MULCH: ALL REQUIRED PLANTING AREAS SHALL BE COVERED WITH MULCH TO A MIN. DEPTH OF 2 INCHES, EXCLUDING SLOPES REQUIRING REVEGETATION AND AREAS PLANTED WITH GROUND COVER. ALL EXPOSED SOILS AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED TO THIS MINIMUM DEPTH. 4. ALL CANOPY TREES SHALL BE PROVIDED WITH 40 SQ. FT. OF ROOT ZONE AND PLANTED IN AN AIR AND WATER PERMEABLE LANDSCAPE AREA.THE MIN. DIMENSION (WIDTH) OF THIS AREA SHALL BE 5 FEET. 5. TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC IMPROVEMENTS INCLUDING WALKS,CURBS,OR STREET PAVEMENT OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. ROOT BARRIERS WILL NOT WRAPPED AROUND THE ROOT BALL. ROOT BARRIERS SHALL BE BIO- BARRIER OR EQUAL. 6. OWNER IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE, INCLUDING THE PUBLIC RIGHT -OF -WAY, IN A HEALTHY, DISEASE FREE CONDITION. 7. ALL LANDSCAPE AREAS SHALL BE FINISH GRADE TO REMOVE ROCKS AND ENSURE SURFACE DRAINAGE AWAY FROM BUILDINGS. 8. IRRIGATION: AN EFFICIENT, AUTOMATIC, ELECTRICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT, AND MAINTENANCE OF THE VEGETATION IN A HEALTHY, DISEASSE- RESISTANT CONDITION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED, THE PROPOSED IRRIGATION SYSTEM SHALL BE A COMBINATION OF POP -UP SPRY HEAD AND DRIP LINE. NOTE: ALL GROUND MOUNTED UTILITIES WILL BE SCREENED WITH LANDSCAPE PLANTINGS. �q SEAN R. CLARKS LIC. 955299 m o' "ate' zo * _ LllcDBGA?f eYC1 �TECLIR S 0312 -18 e n�ztoruen*?' OF CPV�� 110 COPPERWOOD WAY #P OCEANSIDE CA 92058 760 -716 -3100 CA. LLA#5299, C -27 #944955 CHANGE NO. DESCRIPTION APPROV D DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEEJRING DIVISION APPP j,l,OVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Q -r 94 DESCRIPTION: 2.5" BRASS DISK STAMPED ENC-31 LS 7322 PLANS PREPARED UNDER SUPERVIS O OF REC E D: APPRO GRADING PLAN FOR: LOCATION: IN THE NORTHWEST CORNER OF A STORM DRAIN CURB HORIZONTAL: 1" =16' DATE: 3113�j$ 147 QUAIL DRIVE, ENCINITAS, CA 92024 13322-G INLET. LOCATED ON THE NORTHERLY SIDE OF ENCINITAS BOULEVARD. _ i 800 -FEET MORE OR LESS EASTERLY OF THE INTERSECTION OF SEkN Jq __C MQ ATE LAND HOLDINGS LLC , TEVENO WAK %�, _ 1'f0.: f� ENCINITAS BOULEVARD AND WESTLAKE STREET. ;L VERTICAL: 16 C I.%� l�i'birdAEFi��MkG $�ci RECORD FROM: ROS 18416 ELEVATION: 182.995' fir\ S , 3 , _ `/ APN: 258 - 111 -18 -00 DATUM: NAVD88 REVIEWER I S CTO SENIOR ENGINEER S JfC4 E EXP.: `� C Z� DATE �' �� ' � �j DATE 3 �S• �� PLANNING CASE NO: 15 -292 TPM /CDP /DR SHEET 8A OF 8 W