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2017-13671 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER REQREQUEZA 13, L.P., A DELAWARE LIMITED PARTNERSHIP OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT THORNEAT (760) 918-6768, 24 HOURS A DAY. CONCRETE WASHOUT 5927 PRIESTLY DRIVE, #110 ENCINITAS WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND CONTRACTORSHALL ESTABLISH AND USE ANADEQUATEL Y SIZED CONCRETE CARLSBAD, CA92024 Imo J DOUBLE PERMIT FEES, IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT 1S ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER G SEASON (OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN PERMITTEE DRAINAGE NOTE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN DESIGNATING THE WASHOUT LOCATION. ROBERT THORNE <o �a IS IMMINENT CALIFORNIA WEST COMMUNITIES = Q NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY CONSTRUCTION SITE ACCESS 5927 PRIESTLY DRIVE,#110 o FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT PH: (760) 918-6768 SITE ° w w FACILITY. INSPECTOR, OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCKAND/OR CORRUGATED STEEL PANELS/PLATES. a o SITE ADDRESS ? ) UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CONSTRUCTION VEHICLES 710/714REQUEZASTREET < a t CITY ENGINEERAFTER EACH RUN-OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE ENCINITAS, CA92024 REQUEZASTREET- J ° ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. APN: 258-141-36, -38, & -39 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY o GENERAL NOTES ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. EROSION CONTROL o EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST 0 o 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, w WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. AND BONDED FIBER MATRIX. LEGAL DESCRIPTION Q AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. m VICINITY MAP ENGINEER PRIOR TOANY REQUEST FOR INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT PARCEL 1: CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. NTS THE SOUTHERLY 742.5 FEET OF THE WESTERLY 518.00 FEET OF THE WEST HALF OF THE 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, TAYAMA AND VIETRO PROPERTIES, 710 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 REQUEZA STREET AND A PORTION OF 604 CAMINO DE ORCHIDW' PREPARED BY GEOCON INCORPORATED, DATED OF EACH WORK DAY. UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, FEBRUARY 3, 2014, PROJECT NO. G1683-11-03, AND THE LETTER TITLED "STORM WATER MANAGEMENT DECREASE EROSION. STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED RECOMMENDATIONS" PREPARED BY GEOCON INCORPORATED, DATED SEPTEMBER 6, 2016 SHALL BE CONSIDERED AS A 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION APRIL 19, 1881. EXCEPTING THEREFROM THE EASTERLY248.00 FEETAND THE NORTHERLY PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND 175.00 FEET THEREOF. ALSO EXCEPTING THEREFROM ALL MINERALS, MINERAL DEPOSITS, SPECIFICATIONS CONTAINED IN SAID REPORT AFTER EACH RAINFALL. BIND THE SOIL. MINERAL OILS AND NATURAL GASES OF EVERY KIND OR NATURE AS RESERVED BY DEED RECORDED AUGUST 15, 1921 IN BOOK 860 PAGE 36 OF DEEDS. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. BE REQUIRED /N CONJUNCTION WITH IMPROVEMENT PLANS. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES PARCEL 2A: 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. THE SOUTHERLY 190 FEET OF THE NORTHERLY 529 FEET OF THE SOUTHERLY 742.5 FEET OF THE EASTERLY 248 FEET OF THE WESTERLY 518 1, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF FEET OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE ON -SITE CONSTRUCTION MATERIAL STORAGE SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEYAPPROVED APRIL 19, 1881. EXCEPTING THEREFROM ALL GRADING OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE MINERALS, MINERAL DEPOSITS, MINERAL OILS AND NATURAL GASES OF EVERY KIND AND NATURE CONTAINED IN OR UPON THE ABOVE CONDITION EXISTING PRIOR TO GRADING, THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL GRANTED PREMISES WITH THE RIGHT IN SAID GEORGE H. KETTELL AND BESSIE MAUD KETTELL, HUSBAND AND WIFE, AND THEIR 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY SUCCESSORS AND ASSIGNS, TO ENTER, UPONAND OCCUPY THE SAID PREMISES FOR THE PURPOSE OF PROSPECTING, DRILLING, FOR 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH WITHOUT A PERMIT FROM THE CITY, INCLUDE SOIL, PARING .MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM MINING OR REMOVING MINERALS, MINERAL OILS, AND GASES, AS RESERVED BYGEORGE H. KETTELL AND BESSIE MAUD KETTELL, HUSBAND MARK WHICH IS DISTURBED OR CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED AND WIFE, BY INSTRUMENT RECORDED AUGUST 15, 19211N BOOK 860 PAGE 36 OF DEEDS. DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER ATALL TIMES. SURVEYOR. LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS PARCEL 2B: 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL MUST SLOPE TOWARD THEAPPROVED BMP/IMP FACILITYANDlOR THE TURF/LANDSCAPED AREAS. TRAINING AN EASEMENT FOR RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, UPON, OVER AND ACROSS THE WESTERLY 15.0 FEET OF THE BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE NORTHERLY 154.0 FEET OF THE SOUTHERLY 727.5 FEET OF THE EASTERLY248.0 FEET OF THE WESTERLY 518.0 FEET OF THE WEST HALF OF REGULATIONS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS, THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER ACCORDING TO UNITED STATES GOVERNMENT SURVEYAPPROVED APRIL 19, 1881, REQUIREMENTS AND THEIR OWN RESPONSIBILITIES, 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 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED PARCEL 2C: RECOGNIZED HOLIDAYS. DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP / BMP. WASTE MANAGEMENT AN EASEMENT FOR RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, UPON, OVER AND ACROSS THE NORTHERLY 15.0 FEET OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING SOUTHERLY 742.5 FEET OF THE EASTERLY 248.0 FEET OF THE WESTERLY 518 FEET OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE MEETING HAS BEEN 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES -CONSTRUCTION HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND THE CITY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL GOVERNMENT SURVEYAPPROVEDAPRIL 19, 1881. PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS APN: 258-141-36-00 (AFFECTS PARCEL 2); 258-141-38-00 (AFFECTS PORTION OF PARCEL 1) AND 258-141-39-00 (AFFECTS PORTION OF PARCEL 1) BY CALLING (760) 633-2770. BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 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. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, SOILS ENGINEER'S CERTIFICATE PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE, THE ENCLOSURE SHALL BE LOCKABLE AND OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE 1, SHAWN WEEDON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF IMPOSE WITH REGARDS TO THE HAULING OPERATION. LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 20, 2014 AND FOR AN UPDATE ON 04 Oy 119. ONE COMPLETE COPY OF 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT. BUT PRIOR TO FINAL GRADING APPROVAL BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OlU GREASE SEPARATOR AND IS SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE UNDER PERMIT NO. 13671-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAW. CONTRACTOR MUST ROUTINELY SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS CHECKAND CLEANUP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. STRUCTURE. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING SIGNED: "Z, L _ DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SHAWN FOY WEEDON 12. ALL GRADING SMALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE HALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION SAN DIEGUITO WATER DISTRICT NOTES NOTIFICATIONS n; F SHEET INDEX RCE NO: PE 61803 /GE 2714 OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL . w MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A •' TITLE SHEET EXP. DATE: 06/30/19r` 2. LEGEND AND DETAILS MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON ~ ago 3-7. GRADING PLAN ACCEPTABLE FOR THEIR INTENDED USE. THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING JOB #: G1683-11-03'" 8. PRIVATE ROAD 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATIONAS TO THE UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING �, 9. SECTIONS AND DETAILS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND ACCURACY OF. THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND GEOCON INCORPORATED r 10. EROSION CONTROL PLAN PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. NOTIFICATION OF COMMENCEMENT OF WORK: 6960 FLANDERS DR, SAN DIEGO, CA 92121 �""" 11-14. KEYSTONE RETAINING WALL PLAN 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. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED A. SEWERS CSD (760) 633 2770 D. RECYCLED WATER- SAN ELIJO JOINT POWERS AUTHORITY (760) 753 6203 X-32 PH: (858) 558-6900 15-17. MASONRY RETAINING WALL PLAN CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED B. GAS & ELECTRIC - SDGE - (760)438-6200 E. TELEPHONE - SBC BELL - (760)-489-3411 18-19. PLANTING PLAN AND LEGEND 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 F CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233 STATEMENT OF ENGINEER OF WORK STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE UNLESS GIVEN WRITTEN PERMISSION BYSAN DIEGUITO WATER DISTRICT. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (760)-633-2770. ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. 1T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER /S NOT A 15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIG 4 AND IT UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED )HEREON. TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, OWNER'S STATEMENT FOR SWPPP PROJECTS THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN DIEGO GAS AND ELECTRIC VAULTS. IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ACCORDANCE WITH THE GRADING ORDINANCE, REQUIRED. THE OWNER / DEVELOPER SHALL EXECUTE STATEMENT BELOW ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF SIGNATURE: DATE. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY 1 DEER S. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION ASSOCIATED WITH CONSTRUCTION ACTIVITY IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN TYLER G LAWSON SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DISTRICT (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF SHALL REQUIREALL MATERIALS TO BE NO -LEAD BRASS PARTS. GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOl) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PASCO, LARGT, SUITER & ASSOCIATES BMP PROJECT STATUS 17, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB 535 N. HWY 101, SUITE A, PROGRAM, TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. SOLANA BEACH, CA 92075 REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY PROTECTION INACCORDANCE WITH WC-17 OR WC-18. PH: (858) 259-8212 ROFESS/p PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN OG L 9� HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE e FR A WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE OWNER'S CERTIFICATE NO, 13054-G AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL Q�'p ty STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL �yy\ `� TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROVISION AS SET FORTH IN SECTION C.67 OF SWRCB NO, R9-2009-0001 ; �' FACILITIES" PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO j 37C 3 93 `17Z _ Z Z3 No. 80356 rn RECORDED ON CVZ Vi DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. SUPERVISE OVER ALt GRADING ACTIVITYAND ADVISE ON THE COMPACTlONAND STABILITY OF THE SITE. WDID # Exp. 12/31 /18 .S9EMM4 12,016 AS DOC. #: Zpl� - 03760133 AI (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS SIGNATURE: DATE.�'�� TITLE: CAA ClV11.. �Q MPERVIOUS AREA EARTHWORKDATA HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND PRINTED NAME OF ABOVE PERSON: ROBERT THORNS COMPANY: REQUEZA 13, L.P., A DELAWARE LIMITED PARTNERSHIP qTF OF CA��F�a COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR PERVIOUS AREA PRIOR TO CONSTRUCTION: 6� SQFT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V F159% INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, PERVIOUS AREA AFTER CONSTRUCTION:-609W SQFT73,823 MAXIMUM VERTICAL DEPTH OF CUT =2.0' SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT CONTINGENCY FUTURE IMPERVIOUS AREA:-.9-W SQFT10,488 MAXIMUM VERTICAL DEPTH OF FILL = 6.0' THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE TOTAL IMPERVIOUS AREA (FULL BUILDOUT):-.F+W SQFT84,311 CUT = 12,000 CY FILL = 5,000 CY PROPERTY OR PUBLIC EASEMENTS. SDWD W 14-020 INCREASE IN IMPERVIOUS AREA:49,9i94 SQFT76,835 EXPORT = 7,000 CY REMEDIAL = 55,000 CY SIGNATURE: DATE: _-? • � • �� IMPERVIOUS AREA REPLACED: q*gF-� SQFT 84,311 CONTAMINATED REMOVAL = 24 CY ` � PRINTNAME: 1840 S ! ROBERTTHORNE FOR REQUEZAI3,L.P.,ADELAWARE LIMITED PARTNERSHIP SI DATE SIGN DATE SIGN DATE SIGN DATE GN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING,DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BA K BAK TGL - S- 1.0T5 1& 2 IZ 1 DESCRIPTION: STATION "ENC-30" o 12/08/202o TNT DATE PLANS PREPARED UNDER SUPERVISION OF REC MMEND -D�� APPROVED: GRADING PLAN FOR PUBLIC WORKS ,�ER�� - �-T LO IS 7-11 QO 2/7/ZI LOCATION: CENTER CDS, NORTH END OAK DATE „��� �rQ 710 & 714 REQUEZA ST TYLER G LAWSON DATE 3 AS -BUILT / RECORD PLAN S5RIN 211121 CREST PARK DRIVE {- $tPNPr Nowak, 211121 �-- R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/18 JES OWENS CNRIS HER L. M4690SKN % I / ��/�� 270F OIF� DATE DATE APN: 258-141-36 38 & 39 � � PLANNING CASE NO: 16 211 TMDB/DR/COP/ETA 13671'G PLANNING RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER INSPECTOR SHEET 1 OF 19 PLSA 2148-04 J W LO 0 N rn uj U z Qm� U Z � C0 J N co O� U)� 06Q`. wwCK F w U)C/)� o 00 w r a, Q � N O = 00 U Z 00 Q M = a � d \ ■ USHEET 3 ,111 ■ I ' i PLAN VIEW - PROJECT KEY MAP SCALE: 1" = 30' ri 13 GRAPHIC SCALE 1"= 30' 30 0 30 60 90 ESS/p G L,q L� No. 80356 Exp. 12/31/18 CIV1\- OF ('Rb & ASSOCIATES CML ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph $58.259.8212 1 fz 858.259.4812 1 plsaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS utS[UNLU BY: URAWN BY: cHECKEU BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK BAK TGL 3 AS-BUILT/RECORD PLAN SRN 211121 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 �� 12/08/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE; R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/18 REC MMENDED: APPROVED: JES OWENS CHRISTOL. MAG SKU • ER �8 /8 9-1 9-26/Er DATE KEY MAP FOR PRECISE GRADING PLAN FOR: 710 & 714 REQUEZA ST APN: 258-141-36, 38, & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13671-G PUBLIC WORKS TYLER G LAWSON DATE St�velNowak� 211121 PLANNING CITY ENGINEER DATE REVIEWER INSPECTOR SHEET 1A OF 19 PLSA 2148-04 R � R 26.0' DEEP ROOTED, DENSE, DROUGHT LEGEND TOLERANT PLANTING SUITABLE SPECIAL INSPECTION NOTE 5.0' 13.0' 13.0' 5.0' FOR INELL-DRAINED SOIL; 2.4" TALL, I -FT WIDE ITEM & STD. DWG. STDS SYMBOL GUE GUE PLANTING 18" O.C. MIN 36" WIDE WATERPROOF WEIR TO SUMP PUMP NOTE; SPECIAL INSPECTION OF THE BMP FACILITIES BYA LICENSED CIVIL ENGINEER 1N THE GL I MONOLITHIC CAST IN PLACE VAULT; 261.01E STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING SUBDIVISION BOUNDARY (EXISTING) f 12.0' TO FC 12.0' TO FC 1 I BOX FOR SUMP PUMP; 1 OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING 0.5' �,`t ?> TOP OF VAULT = 263.0 CERTIFICA TION TO THE ENGINEERING DIVISION VERIFYING THE SIZEAND DEPTH OF THE SUBDIVISION BOUNDARY (PROPOSED) 2:1 MAX -' TO PAD EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE 9' FG = 260.5 OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN. PROPERTY LINE / RIGHT OF WAY 1.0% 1 0% 1.0% 1.0% THE INSPECTION REPORT SHALL INCLUDE PERTINENT INFORMATION INCLUDING CENTERLINE OF ROAD f -- 2" HARDWOOD ! r V 18" LAYER ENGINEERED MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC, IN ORDER TO DETAIL THE ' SOIL: SEE NOTE BELOW INSTALL MODIFIED 4" �\! i , MULCH ! - - - CONSTRUCTION OF THE DRAINAGE FACILITY. - I I_I I } ' i TYPICAL WATER I -_ _ i f PCC ROLLED C&G ' ( _- ; ' j ' _:!-._ I I + METER LOCATION I - - - - - - f'174FE _ 30 MIL TMCK PVC IMPERVIOUS PROPOSED SETBACKS ! _ ti _ LINER GEOTECH PER DETAIL SHEET 8 f , 10 _ , { r - 1 ER OR PER G 0 ECH SPECIAL INSPECTION REPORT IS ON FILE WITH THE ENGINEERING DIVISION I !' f 1_ PER WAS WS-03 O O O O o O O O O END RECOMMENDATION; LINE "ADDENDUM LETTER ON FILE EXISTING CONTOUR LINE INSTALL B CL 305 ( „1 2 THICK CHOKER SIDES OF BASIN ONLY t - i I INSTALL 6 PCC CURB - - A PREPARED BY PLSA ENGINEERING WITH THE ENGINEERING DIVISION PVC WATER MAIN �� ; - „ PER SDRSD G- 1; EXTEND COURSE OF &" _ . :- DATED_12/19/19 PREPARED BY PLSA ENGINEERING PROPOSED CONTOUR LINE ¢7 24"X 42" JOINT 1"`~ + I PEA GRAVEL 12"LAYER OF "CLEAN PROPO E F z:�.- CLASS 11 BASE BENEATH CURS I _ UTILITY TRENCH INSTALL 4"AC OVER 6" IT 1 1 T ! I V E 1 CRUSHED ROCK DATED 9/23/20 S D LOWLINE USHE INSTALL 8" SDR-35 4" PERFORATED PVC "{ --� -."--- L 1" a **SEE NOTE BELOW PER SDRSD M-15 CLASS 11 AB OR PER PVC SEWER MAIN GEOTECH RECOMMENDATION PIPE WITH FILTER INSTALL SUMP PUMP TO BE ORIFICE PLATE: MIN SQUARE PROPOSED SAWCUT OF EXISTING I I I 6" SLOTTED PAVEMENT FABRIC PERFORATIONS DIMENSIONS i.0 FT GREATER TYPICAL SECTION PRIVATE ROAD AT THE INVERT @ PVC UNDER DRAIN SIZED BY OTHERS; FLOAT SWITCH MIN. 6" (TYP.) PIPE, PIPE TO RUN LENGTH OF TO BE DESIGNED 8Y OTHERS THAN PIPE DIA GALVANIZED PLATE AF a R PROPOSED PCC BROW DITCH SDRSD D-75 NOT TO SCALE HMP BASIN AND CONNECT TO -254.2 BOT 1-3/8" HMP-SIZED LOW -FLOW HOLES HAVE BEEN DRILLED SUMP PUMP VAULT PUMP ORIFICE; DRILL LOW -FLOW OPENING IN PVC INFLOW PIPE (4" PROPOSED STEM WALL PER PIPE TO BE SLOPED AT 0.5%r, VAULT END CAP CONNECTED TO 6" � ° PERF PVC TYP.) ARCHITECTURAL PLANS TRUNKLINE WITH 6" PVC RISER / R R TYPICAL SECTION - HMP B10FIL TRA TION BASIN (LOTH) CLEANOUT; 257.4 IE �� LOW-FLOWORIFICE PROPOSED DEEPENED FOOTING PER 13.5' GUE 26.0' 13.5' GUE NOT TO SCALE (SIZE PER PLAN) ARCHITECTURAL PLANS 5.0' 8.5' 13.0` 13.0' 8.5' 5.0' NOTE: ORIFICE AND FLANGE o PROPOSED PERVIOUS PAVERS PER DETAIL SHEET 2 2" MIN FREEBOARD CONNECTION TO CONCRETE M 3/8" DIA. PARKING PARKING DEEP ROOTED, DENSE, DROUGHT �- 36"X 36" BROOKS BOX SHALL BE FILLED WITH 30 HOLE (TYP) PROPOSED PCC PAVEMENT 12.0' TO FC 12.0' TO FC ESMT AND CONVEYANCE TOLERANT PLANTING SUITABLE G INSTALL PERVIOUS ESMT I J - I I ABOVE RISER 266.3 TG FOR WELL -DRAINED SOIL; DUROMETER NEOPRENE RING PAVER PARKING 8.5' PAVERS 8.5' PAVERS 2:1 MAX PROPOSED AC PAVEMENT (SECTION PER 9r, PLANTING 18"O.C. MIN PER DETAIL SHEET 2 I TO PAD TYPICAL DETAIL - FLOW CONTROL ORIFICE PLATE PLAN OR PER GEOTECH RECOMMEND.) 0 2"7 1 NOT TO SCALE PROPOSED 2 AC GRIND AND OVERLAY , • / ; �, , = 1.0% 1.0% 1.0% 1.0 u 1.0% °� 1.0 % - o --. = 65 5 ; INSTALL 6" PCC CURB `� - �`� C C C 18" LAYER ENGINEERED PROPOSED CUT / FILL LINE PER SDRSD G- 1; DEEPEN - 3 I , ; ; r ; f { ; E i ; TYPICAL WATER 2" HARDWOOD ' ' ORIFICE * PORTION OF BMP BASIN TOP F F F _ _ CURB AS NECESSARY TO = - ` ' I SOIL: SEE NOTE BELOW _ , , + , METER LOCATION MULCH .- PLATE - - 3 ;r CHANNEL TO OF SLOPE 264.5 FG „ EXTEND BENEATH PAVERS 1b - I-- i '- - -"� I ' "`) PER WAS WS-03 IMPERVIOUS RETAIN SLOPE PROPOSED 8 SEWER MAIN PER SEE 13671-1 S S i , 30 MIL THICK PVC r 1 IMPROVEMENT PLANS INSTALL 4 MODIFIED PCC 1 ; i ! INSTALL 6" PCC CURB PER SDRSD LINER OR PER GEOTECH C&G PER DETAIL SHEET 8 `�-- - ? - I -"' G 1; DEEPEN CURB AS NECESSARY ' I- RECOMMENDATION; LINE 3.0' ' �:" -! ' PROPOSED 8"WATER MAIN PER SEE 13671-1 .,, .-_i.�...::-==• ' O O O O O O O O O -I 1 W W TO EXTEND BENEATH PAVERS - -� - - 1 j ; -- , ; { I IMPROVEMENT PLANS INSTALL 8" CL 305 2" THICK CHOKER f SIDES OF BASIN ONLY I E j i i _ r PVC WATER MAIN INSTALL 8"SDR-35 INSTALL FX16" COURSE OF e' i - - - �rr + I I + I s -- ; - PVC SEWER MAIN ' : , , 12" LAYER OF a CLEAN ; . i , ; ___ - - PCC FLUSH CURB PEA GRAVEL 1="w , I I - PROPOSED 6 STORM DRAIN (UNLESS _ - - 24 X 42 JOINT UTILITY �., ; ; i _ _ : ; { ... J CRUSHED ROCK : ' I - i % ; ----- _ OTHERWISE rr rr I f ... ..`,... I f j. `....' ... i ! i . -� I i ..._�... _k-..L�... - ,... -� s i ., i ..... _. - F - .... { .�.-. ) *. I ( I I - I I ; i -, , . ERWISE NOTED TRENCH PER SDRSD M-15 INSTALL 4 AC OVER 6 CLASS It AB _M ; ;._ ,__ -___; . �__. r. :_: r SEE NOTE BELOW j + .. I j . _. rr r t.. - _ t 3 _-..; '� ....nu.,. , 1-------. _- f -7 4 PERFORATED PVC \. _� r I �--.I-...-.._ t 4, i f= OR PER GEOTECH RECOMMENDATION �..,t ; ;.._i-..i (4,�,yw.� , r._ •- �:_,I + � -._-_• ! � f .✓ I 1 , - I , _ I l l � � t ' 3 - l 1,�:�.I r_. _ rr PIPE WITH FILTER - -�_1 __. '-> MIN 3"AGGREGATE - i ' ( ; (, --__ PROPOSED 3 PVC UNDER DRAIN SDRSD D-27 - 1-3/16 HMP SIZED 18 PVC OUTFALL I , : I _ ( i f :'`- - BELOW UNDER DRAIN !.. I ; d TYPICAL SECTION PRIVATE ROAD (W/PARKING) FABRIC PERFORATIONS LOW -FLOW ORIFICE PIPE; 262.71E ; 7 - ; € --- PROPOSED 12"X 12" AREA DRAIN NDS OR EQUAL p NOT TO SCALE AT THE INVERT 4"PERFORATED PVC UNDER DRAIN PIPE -- E I = 1 -I - �- PIPE TO RUN LENGTH OF HMP BASIN AND PROPOSED BROOKS BOX (SIZE PER PLAN) �❑ CONNECT TO BROOKS BOX AT ORIFICE PLATE BMP BASIN FG 6" THICK PCC CHANNEL TO PROP EXIST BEYOND, 260.5 FG CONNECT FROM BMP TO EXISTING WATER MAIN (SIZE PER PLAN) ---"----- , __.-- - - IN --- ROW R / ROW *BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" STORM DRAIN CLEANOUT 50, SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, - _ 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30 % TOPSOIL. SECTION A -A: PCC OUTLET CHANNEL EXISTING SEWER MAIN (SIZE PER PLAN) - S S 25' 25' NOT TO SCALE EXISTING STORM DRAIN (SIZE PER PLAN)`- _ EASEMENT GRANTED * a "CRUSHED ROCK !�1 YER SHALL BE A MINIMUM OF 12"BUT MAY BE DEEPENED TO 3 PROJECT ¢r INCREASE THE INFILTRATION STORAGE ABILITY OF THE DETAIL, 264.0 TW,• SDRSD PROPOSED 1"DUAL DOMESTIC/ FIRE SITE TO TC 21' TRAVEL LANE 15' +TRAVEL LANE 10' GRADE C-3 WALL ADJ. WATER SERVICE PER IMPROVEMENT PLANS VV W -� BEYOND TYPICAL SECTION - HMP BIOFILTRATION BASIN LOT B TYPE 4' SD _ - TO CLEANOUT 2A MAX SAWCUT 10.5' 10' ( � C.O. PER D-09 263.5 MH RIM 4 - PROPOSED 4"SEWER LATERAL PER TO PAD I EXISTING TO SAWCUT 2"AC GRIND NOT TO SCALE - _r - - 264.5 MN RIM S S -( a IMPROVEMENT PLANS 2-1 & OVERLAY -- 2.0% VARIES VARIES VARIES PAVERS W/ MASONRY RETAINING WALL SDRSD C-03 / C-04 � � PROPOSE VOID FILLER -err TO e rr (NO 8) MIN. PERVIOUS (ER SDRSD) TEE COUPLING / P 8.5' 18" PV FROM M aa� EXISTING SIDEWALK AGGREGATE IN VOIDS 6"X16"PCC FLUSH CURB ACT AS BUBBLER ° BM LOTS VERT RISER TO I i _ ' ' TO REMAIN PROPOSED MASONRY RETAINING WALL TYPICAL WATER j ! ;I - + I , I + + ; ; - I ; OR DEEPENED G-1 CURB METER LOCATION I 1 + �'(I + i i ' + ; i t "" N " ° n (PER SHEETS 15-19) ff yy EXIST. PCC CURB BEDDING COURSE-2 THICK OF e a PER WAS WS 03 Li 1+ I I I ! w I 1 3; I i r I :._ 3 rr '� - i INSTALL 6"PCC I +'_ j v & GUTTER TO REMAIN TO a (NO.8) AGGREGATE i__jTl-- I� a Ii w + t r i , - - v PROPOSED KEYSTONE / GEOGRID WALL 1 (- - EXISTING AC PAVEMENT �" 2" PVC FORCE - I; -- CURB &GUTTER4 - +- CHOKER COURSE 4" THICK OF e a • �" • I=1 I -III MAIN FROM SUMP (PER SHEETS 11-14) [ + TO REMAIN rr e �� III-1 I I PUMP VAULT CONNECT D 25 CURB PCC CHANNEL CONNECT D-25 CURB OUTLET CONNECT D-25 CURB OUTLET 18 PVC S.D. PER SDRSD G-2 - _!.,- (:! TO g (N0.57) CRUSHED ROCK • I=III-I I� OUTLET TO STORM BEYOND TO MODIFIED STORM DRAIN TO MODIFIED STORM DRAIN PRIVATE STREET LIGHT `- (,-_. - .. EXISTING 8" PVC ' _ ____.6rr I I I I I I I I I EXTEND PIPE DRAIN C.O.; 261.0 IE OUT C.O. • 261.2 fE OUT C.O.; 261.61E OUT EXISTING WALL MIN. 6' THICK OF - 261.051E IN WATER MAIN PER � INTO CLEANOUT TO BE REMOVED CRUSHED ROCK 11= I I=1 I=III=1 I= I 1=1 I =III III I - - "NO PARKING FIRE LANE" SIGN EXISTING 8" PVC WO-96-14 TO REMAIN III=1 I - h11 11I= II (I ( I� WITH END CAP WIDEN/INSTALL4"AC OVER ��I�-� 6" CLASS It AB OR PER SEWER MAIN PER SOIL SUBGRADE SECTION B-B: D-25 CURB OUTLET FROM VAULT 0006-St TO REMAIN GEOTECH RECOMMENDATION TYPICAL SECTION - CAMINO OE ORCHIDIA ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) NOT TO SCALE SITE NOTES THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED NOT TO SCALE -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE ( ` 42" S PUM� 1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. IF MONUMENT /S DISTURBED OR PROP -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED LILT F HMP \l �' 264.5 W ' 261.7 IE IN �`\ \,, DESTROYED, 1T SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED SURVEY SHALL BE FILED WITH THE COUNTY. R � RO V ME / 264. TF 18"PVC S.D. Q `G�(iRig` Day W 6.72 CFS Q100 IN \ 50' **CONSTRUCTION NOTE; „X� �� � 2. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE APPROVED GRADING PLAN UNLESS -PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION / ' B \ PRIOR WRITTEN AUTHORIZATION IS OBTAINED FROM THE CITY AND THE OWNERS OF AN OTHER 10' ESMT 20' EXIST ROW ESMT 20' ' 'LUSH CURB AFFECTED PROPERTIES. PROJECT GRANTED - / "PA ME1 Tl 261.61E OUT 3. ALL EXISTING STRUCTURES AND WALLS WITHIN THE PROPOSED DISTURBED AREA TO BE SITE 4.5' 5.0' 75' 12' TRAVEL LANE 12' TRAVEL LANE TYPICAL SECTION -PERVIOUS PAVERS CO TRUCT 3' WIDE WEIR / o L� ,BI ��` B\ DEMOLISHED UNLESS OTHERWISE NOTED. SDWK PAVER NOT TO SCALE e PARKING BAST 1.�IE; CONSTRUCT Q 2 0%` 4. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBED AREA TO BE REMOVED UNLESS D---- - OTHERWISE NOTED. 10, 10' TO SAWCUT 2"AC GRIND CAP UNIT PER TW = TOP OF WALLA T 264.5 TOP v " 2 IE OUT INSTALL PCC 5.5 2.0 RETAINING WALL FINISHED SURFACE SLOPE 5, ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORDS. CONTRACTOR SHALL VERIFY SIDEWALK PER I & OVERLAY PLAN SHEETS 11-19 a o ` EXACT HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SDRSD G-7 2 0% VARIES NOTIFY ENGINEER OF RECORD OF DISCREPANCIES UPON DISCOVERY. 2.0% VARIES ; , r � __ v o r.�. \ �`�,, �\, I r PCCS ,�_.. _ _.,- + PILLWAY 261.0(EOUT \ .�\ ~- ° y,,._ . a WATER NOTES 2 SCH-40 PVC STORM THIS SHEET Q \ \ 6. SEWER, WATER, AND IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY AND EASEMENTS SHOWN HEREON INSTALL 6"PCC CURB I i i__ _- i . _-.._; ; : , { + I ; I. - \ -+ ; , i , I 1- - BW = BOTTOM OF WALL I r DRAIN FROM SUMP 4.18 CFS Q 100 \ 6 PER SDRSD G 1; DEEPEN + t - I F "' ' ' ' - I ' V} - . ' \ FOR REFERENCE ONLY. REFER TO SEPARATE IMPROVEMENT PLAN 13671-1 FOR CONSTRUCTION -- - I ; AT FINISHED GRADE ! I ; t EXISTING 16"ACP WATER MAIN PUMP VAULT TO C.O. ' ` j ( - i_ _ CURB AS NECESSARY TO I ---- I # I . - , <--- : , , TO REMAIN; CONTRACTOR TO _ I i I ' s t_ EXISTNGAC \ 1GO9jC\�, \ (TYP.) EXTEND BENEATH PAVERS I -- + j--- ; I I I i 1 i BERM TO REMAIN :: ' ' POTHOLE LOCATION PRIOR TO *SEE NOTE I + CONSTRUCTION B60:61E \ `� QRpEESS/ I + _.1.i: i + r^ # ti... 62� TO LEFT ON EXIST. 16"ACP ! , - ', -I, I I `. L I +- i - I , - EXISTING 24" STEEL EMBEDMENT PER - + 2 \ \ O R G Lq q! WATER MAIN i i \. \� \ E TF - TOP OF ..� o Fy WATER MAIN PER W.O. RETAINING WALL PLAN INSTALL PERVIOUS PAVERS --• - _ t� PER DETAIL SHEET EXISTING 8"ACP J �_ I E ' 1967-07 TO REMAIN SHEETS 11-19 MIN 7 MODIFIED TYPE A TYPE A' STORM PROPOSED 3`X 0.25' ; EXIST. 16" VALVE N 610 TG� �� No. 80356 PASCO CARET S U ITER �" _ FOOTING WATER MAIN PER TO DAYLIGHT ADJACENT STORM DRAIN C.O.; DIZ41N C. 263.5 RIM PROP SURVEY CURB OUTLET TO BE REMOVED; INSTALL 6'X16" EXISTING 8" PVC = i � Exp. 12/31 /18 PCC FLUSH CURB VV.O. 1966-13 TO REMAIN SEWER MAW PER TO SLOPES (TYP.) L-8.5, Y=4; 264.0 RIM 261.05 FL IN; 261.01E OUT MONUMENT PER SDRSD D-25 SEE 13671 i�v `� ��\. " & ASSOCIATES TYPICAL SECTION - REQUEZA STREET 0006-51 TO REMAIN TYPICAL DETAIL - RETAINING WALL DETAIL - SUMP PUMP VAULT TO CURB OUTLET cm\_ �P CIVIL ENGMEERING + LAND PLANNING + LAND SURVEYING NOT TO SCALE NOT TO SCALE NOT TO SCALE 4 OF CALF 5535 North Highway 101, Ste A, Solana Batch, CA 992075 h 858.259.9212 fx $58.259.4812 leaea ineeria com DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BAK BAK TKE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 3 AS-BUILT/RECORD PLAN SRN 2 1 21 DESCRIPTION: STATION "ENC-30" 12/08/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED: APPROVED: LEGEND AND DETAILS FOR: LOCATION: CENTER CDS, NORTH END OAK TYLER G LAWSON DATE PUBLIC WORKS DATE: Z-lcjeY 710 & 714 REQUEZA ST '� 36%� -G CREST PARK DRIVE PLANNING � ! JES OWENS GHRIST PHER L. MA OSKU Steve, Nowak 2/1/21 � R.C.E. NO.: 80356 APN: 258-141-36 38 & 39 RECORD FROM. ROS 18416 CITY ENGINEER DATE REVIEWER ELEVATION: 388.48' DATUM: NAVD88 INSPECTOR TYLER G LAWSON EXP.: 12/31/18 DATE DATE 7 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA SHEET 2 OF 19 PLSA 2148-0 CAMINO DE ORCHIDIA 0 4 in 'F ----------------- Aq SEWER C.O. SEWER C. 0. _1� , 1' 285.7 IE 4­1 285.4 IE 296 295,6 FS 295.5 FS 295- 295.0 FS ---t ___EX1,STIN'GC _6 1-295 294 ZIP 294 REFER TO 13671-1 FOR -J 0.1 296, 0 FS 2 9' 2 29" -IMPROVEMENTS IN 293 PER 1-1894-1 TO REMAIN. 293 UAMI A -292 -291 2 2 0 292 291 �729517,FS 290 5 FG TOE 290.5 FG 295. 8 F§ 292,5 TW 295.5 FS TOE ' > �29O 5 BW 290.5 290.5 FG ---295 'go 290.5 FIG FG TO 290 5 FIG TOE SLOPE; SLOPE; 295.1 FS APPROX. 4 20.0� eRADED 0 29 .5 TW GRADING .5 6 290.5 TW BW PER 12103-G i,290.513W \--�293 8 �FG 0.5 FG I _2�J0, 5 �FG 291.1 FS 293 290.5 FG 290.1 T CASITA 2 20.8' GRADED 288 6 IE'jj 1.64 1E 1 290.5 TW 291.1 FS FF = 291.2 292.5 TIN CONSTRUCT STEM 290.5 BIN I I i �� v 29(LLLG(-,) 1 PAD = 290.5 290.5 BW -292� 290,41 FL 290.5 FG i '290.5 FS WALL PER ARCH PLANS 'N 1_­­__ II 288.4 IEjjj 3 TG 1.0% 290.6 FS 291.1 FS (9-)290 1,0% 290.5 FG r 290.25 FS 19 1289.01E 289.5 FL L 72t v 290.4 FS <\ OF 290.5 290. 0 FL 290.6 FIG J r 1 IN . 1 2911 FS 290.0 FG L29O5 290.0 FG 2 0 S2* C-3 WALL FS % 5 290. 0 HP LO 289.9 FL Cy) LL 291.1 FS 1.0% r1\ N DEEPENED FOOTING PER 5 64 IN, ARCHITECTURAL PLAN 290.5 FG 290.5 FG 289.f T6 "R GF 290.5 PARCEL J 2 288.1 IE PM 21299 1 ji R4 290.5 FG 290.3 TG 2v 290.5 FS 17 I 269.3 IE APN.- 258-141-59-OD 291,1 FS Q3 SY DEEPENED " FOOTING PER 289.5 FL 291.1 FS ARCHITECTURAL PLAN t it 290.5 FG 290.0 FG 2895FGtY 291.1 FSifs 291.1 FS LOT FF = 291.2 290.6 FS PAD 290.5 28 EL 291.1 FS 291.1 FS 289:5 FG 1 .0, . TW 286.0 BW IV� -IPEEPENED FOOTING PER 290.5 FIG ARCHITECTURAL PLAN 290.0 FG IN) in'. DEEPENED FOOTING PER ARCHITECTURAL PLAN 289.5 FIG X 290.5 FIG 291� 1 FS 288.8 TG 286.81E FG > 290.9 FS GF = 290.5 '-290.5 TW- DEEPENED FOOTING PER 290.5 BW ARCHITECTURAL PLAN Q C14 290.5_FG -258 290.0 FG APN. -141-37-00 DEEPENED t lao, eyss 6, 291.1 FS 289.5 FL FOOTING PER L PLAN 290.0 FG 290.5 FIG 291.0 FS 291.1 FS (291.5 FG) 291.1 FS TOE SLOPE; LOT I .;�9�L6 �F? FF = 2912 C, bj PAD = 290.5 290.5 FG X 291.0 FS 291.1 FS 291.1 FS WA LL ALL /iL �290O FG TO REMAIN Z 290.5 FG 90.0 F& DEEPENED FOOTING PER 289.9 FL 290.0 TW ARCHITECTURAL PLAN 290.0BW ......... . 01 10F11 290.5 TW .,t 1,10-v b 11 1: 11 0. 'FG % 288.5 FL (288.7 FG) -Z AN, 290.0 FG 0 I / I 290.5 FG SDRSD C-6 WALL CONSTRUCTION NOTES (D EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. 13 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G-2; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION INSTALL 12" AREA DRAIN BY NDS OR APPROVED EQUAL14 INSTALL TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09 INSTALL 12-X 12" BROOKS BOX; (3 WITH STEEL COVER15 INSTALL 18" X 18" BROOKS BOX WITH STEEL COVER INSTALL 12" AREA DRAIN WITH 3" PVC SDRSD 0-27 SIDEWALK UNDER DRAIN 16 INSTALL 24" X 24" BROOKS BOX WITH GRATED INLET Q INSTALL INSTALL 6" X 16" PCC FLUSH CURB CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 INSTALL 6" PCC CURB PER SDRSD G-1; DEEPEN CURB AS 18 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 NECESSARY TO EXTEND BENEATH PAVER SECTION19 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-06 (D INSTALL MODIFIED 4" PCC ROLLED CURB PER DETAIL SHEET 8 @ CONSTRUCT MASONRY RETAINING WALL PER SHEETS 15-17 Q INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 CONSTRUCT GEOGRID IKEYSTONE SEGMENTAL RETAINING WALL PER Qg CONSTRUCT WING TYPE HEADWALL PER SDRSD D-34; SHEETS 11-14 INSTALL 4' WIDE X 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D-40 CONSTRUCT Y WIDE PCC RIBBON GUTTER PER DETAIL SHEET 8 10 CONSTRUCT 2' WIDE X 6" THICK PCC CUTOFF WALL; Q3 INSTALL "NO PARKING FIRE LANE" SIGN INSTALL 2' WIDE X 2' LONG, 1. VTHiCK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D-40 INSTALL 12" WIDE PCC STRIP ADJACENT TO PARKING 11 INSTALL TYPE-B CURB INLET PER SDRSD D-02, Y=4, MAIL KIOSK LOCATION L=10' WITH 2' WIDE X 10' LONG COMBINATION GRATED INLET 31 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-02 INSTALL PCC BROW DITCH PER SDRSD D-75 TYPE B @ 1. 0% MIN EXISTING EASEMENT NOTES *SEE COVER SHEET FOR NON-PLOTTABLE EASEMENTS Q SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR GAS PIPE AND INCIDENTAL PURPOSES, EXISTING SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED APRIL 29,1965 AS DOCUMENT NO, 76134 OF OFFICIAL FOR PUBLIC UTILITIES, INGRESS, EGRESS AND INCIDENTAL RECORDS. PURPOSES, RECORDED AUGUST 11, 1930 IN BOOK 1803, PAGE 270 OF OFFICIAL RECORDS 10 GENE F. AND ANGELA M. ASCHBRENNER; MARCO SALES INC., AN ARIZONA CORPORATION; BEVERL Y C. BAKER; KAZUMI HA YASHI AS ED FLETCHER COMPANY HOLDER OF AN EXISTING EASEMENT TRUSTEE; SUZANNE M. HAYASHI, JAMES WAND BATTEY J. FOR RIGHT-OF-WAY PUPOSES RESERVING THE RIGHT TO FRANCIS; JOAN L G. PIRL TRUSTEE; THOMAS J. AND CAROL B. DEDICATE SAME AS A PUBLIC STREET OR HIGHWAY RECORDED COX; MARVIN W. AND LOUIS T. KLEINSCHMIDT; GERALD L. AND MARCH 2,1934 IN BOOK 270, PAGE 326 OF OFFICIAL RECORDS. JOANN L. ZINNIGER; FRANCIS MARTINEZ; GARYC. AND ANNE 1. WOOD: TA YAMA GREEN HOUSE INC. A CALIFORNIA CORPORATION; (D COUNTY OF SAN DIEGO HOLDER OF AN EASEMENT FOR PUBLIC KENNETH XA VIER BACA; ANN MARLINE OVEL L AND KENT JORDAN ROAD AND INCIDENTAL PURPOSES, RECORDED JANUARY24, ALL HOLDERS OFAN EASEMENT FOR ROAD AND INCIDENTAL 1940 IN BOOK 992, PAGE 147 OF OFFICIAL RECORDS. PURPOSES, RECORDED AUGUST 27,1981 AS DOCUMENT NO. 273817 OF OFFICIAL RECORDS. COUNTY OF SAN DIEGO HOLDER OF AN EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES, RECORDED DECEMBER 23, 11 MICHAEL VIETRO HOLDER OF AN EASEMENT FOR PRIVATE RIGHT 1942 IN BOOK 1432, PAGE 430 OF OFFICIAL RECORDS, OF WAY FOR PUBLIC ROAD AND UTILITY AND INCIDENTAL PURPOSES, RECORDED MAY 25,2010 AS DOCUMENT NO. ED FLETCHER COMPANY HOLDER OF AN EASEMENT FOR 2010-0260407 OF OFFICIAL RECORDS. RIGHT-OF-WAY FOR PUBLIC ROAD PURPOSES WITH THE RIGHT TO DEDICATE WITHOUT JOINDER, SELL RIGHTS OF WAY TO THE SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OFAN PUBLIC TO BE USED AS PUBLIC STREET OR HIGHWAY EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS AND RECORDED JANUARY 17,1946 AS BOOK2052, PAGE 83 OF INCIDENTAL PURPOSES, RECORDED APRIL 19,1956 IN BOOK6066, OFFICIAL RECORDS, PAGE 278 OF OFFICIAL RECORDS. Q ROBERT B. PATTERSON AND RUTH/. PATTERSON HOLDER OF CITY OF SAN DIEGO HOLDER OFAN EASEMENT FOR THE RIGHT AN EASEMENT FOR PRIVATE RIGHT OF WAY FOR PUBLIC ROAD OF WAY OF PUBLIC HIGHWAYAND INCIDENTAL PURPOSES, AND UTILITY AND INCIDENTAL PURPOSES, RECORDED MAY 16, RECORDED NOVEMBER 22, 1996AS DOCUMENT NO. 1996-0593424 1956 IN BOOK 6102, PAGE 29 OF OFFICIAL RECORDS. OF OFFICIAL RECORDS. (D C.P. VON HERZENAN HOLDER OFAN EXISITNG EASEMENT FOR 14 THE ENCINITAS GROUP, LLC HOLDER OFAN EASEMENT FOR THE ROAD AND UTILITY AND INCIDENTAL PURPOSES, RECORDED RIGHT OF WAY OF ROAD PURPOSES, RECORDED JUNE 25,1999 MAY 14,1956 IN BOOK 6099, PAGE 9 OF OFFICIAL RECORDS. AS DOCUMENT NO, 19994443426 OF OFFICIAL RECORDS. JOSEPH Y. KIMURA AND MARIANNE M. KIMURA HOLDER OF AN EXISTING EASEMENT FOR ROAD AND UTILiTYANOALSO INGRESS AND EGRESS FOR UTILITY AND INCIDENTAL PURPOSES, RECORDED DECEMBER 24,1964 AS DOCUMENT NO, 233055 OF OFFICIAL RECORDS. TOTAL ALLOWABLE IMP, AREA (SF) ,LOT# IMP. AREA PERMITTED HEREON (SF) AS -BUILT IMPERVIOUS AREA (SF) TOTAL ALLOWABLE IMP. AREA (SE) AVAILABLE IMP. AREA REMAINING (SE) 1 8,350 7,885 9,275 -"rp-- 1,390 8,094 7,900 9,019 19PPI 1,119 284.5 FL IE 90.01 1 X PROPOSED EASEMENT NOTES .-"-285..1 W 1 288.8 290.0 TW 288.6 E94� 88.7 f 287.( *SEE COVER SHEET FOR NON-PLOTTABLE EASEMENTS 3 3 TO BW N�_ 286.5 IE 2870 IE GRAPHIC SCALE P= 10' 286.5 IE -REFER TO GRADING PLAN SHEETS 5 & 7 FOR 286,3 TW PROPOSED EASEMENT NOTES 28. TIM, - 10 0 10 20 30 285.0 B 286.3 BW 1 f - [101 PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 1-2 TO BE GRANTED OR RESERVED 290. 0 FG TOP SLOPE; 290.0 FG TOP SLOPE; -\ I /I iQ(ZESS, 285.6 FL CONCURRENTLY WITH TRANSFER OF TITLE 290, 0 FG 290.0 FG (286.1 FG) 'A CONNECT TO PCC OW CONNECT TO PCC BROW No. 80356 rn DITCH,'INSTALL 45'FITTING IN Exp. 12/31/18 DIRECTION OF FLOW; 284.0 IE CIvk\_ (2852 FG) 289 LOT5 LOT6 (SEE SHEET 4) 9 LOT 7 y -288 (SEE SHEET 5) 287 285 DITCH; INSTALL 45'FITTING IN, DIRECTION OF FLOW'283.01 Agt 288 (SEE SHEET 4 28 286 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED B DRAWN BY: �CHEgKED BY- BAK BAK TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. A PARTIAL AS -BUILT LOTS I & 2 DESCRIPTION: STATION "ENC-30" INT. I DATE PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN (LOTS 1-2) FOR: I -73-V AS-BUILT/RECORD PLAN 1 r)r..4TIr)N r-FMTFP r-n.q NInPTI-4 PKin r)T_v- 12/08/2020 REC MMENDED, APPROVED: RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 TYLER G LAWSON DATE I- UnL11­ VVumr\,--) DATE. r-: AAA 6&4�"z2mg" Ste710 & 714 REQU EZA ST 13671-G ve, No-wak 211121 PLANNING R.C.E. NO.: 80356 JES -CHRIST6PHEN E MA OSKU CITY ENGINEER DATE REVIEWER Z:2- 01(1,166 APN: 258-141-36, 38, & 39 INSPECTOR 4TYLER G LAWSON EXP-- 12/31/18 7 1 DATE PLANNING CASE NO: 16-211 TMDB/DR/CDP/ElA ISHEET3 PLSA 2148 SEE SHEET 2 -"- - - ._...___ _.. - 1. 284 - ... '----282- __ o..m ` - 282 1 - "I APPROX. **REFER T 121 F R - _ __._.. ----- - - -- _ _.. _- __.. ._ . _ . cn , e t M-...--- . 0 03 G 0 r. , -- 2775 TG - GRADING _ _ -_- 28J-- -• LETTER OF PERMISSION FOR ___. ...-281 "REFER TQ..12103-G-FOR_...._ 1 , L w - w. 281 .. f _ _. 41 PM 21299 GRADING _ -- - __ _ _ ___.- 269.81E Z, f t, q " PER12f03G _., R `" APPROXIMATE LIMIT -'2 TEMPORARYOFFSITEGRADING _ --280 PM21299GRADING-- -« PARCELS k .. -. .. -- - 280. _..__ ..___ __._. 28 _PAIRCEL d _. _ I BY VlETRO M TRUST _ ,___. _._ ... .___._ 283-- :1 CUT SLOPETO CONSTRUCT _.. - ___ ---2�39-_. _ __ _ __ _._._ ._ 16­. P 1 - - _- _ - _ ._ �:._._ _, _'273 _-_ _. I.299 276.5FL - -_-__ -� - --- -_ _ --- ---- -_ _.-- _ _.... .80-__- - DATED 2-22-18 - - - - - _-_ W_._. -_,_-- ._...... w?8c MASONRYRETAININGWAtLS __.. a' _._._ .__ __-.,.. ._.-.._. <78- __..._ "_` APPROXIMATE.LIMITOF TEMPOfiARY ,r_._-. . -.-' 73.0 TG �` i ^ � - � --- Y �� =., u__ - - - _w_. -Ir" ON FILE WITH ENG. DIVISION _ - - ` - - 278 - - - - - - - - ; - - - a.1CUT SLOPE TO £ONSTRUCT 270.0 IE - .r , 1 MASONRY RETAINING WALLS / y_ � � : - �� ' 258-141-16-00 "I Ic I ''� 3" PVC WALL ; ___ 2ss.5B -.. .__„ I 277.4 TW 277.2 TW 274.1 TW 276 - SUBDRAIN � 27308W I 272.5BW 274.0 _.- o EXISTING GAS M IN TO SEE DETAIL 272.0 BW & I 274.8 FG 2 1. BW t 275 1 1.0% o BE REMOVED; St�E 279,5 TW r, SHEET 9 74 273.5BW o<< YF 273.1 FL- SEPARATEDRY TIUTYPLAN 0 �, 272.1 -#-:::--, _..273_.._- - _ 12 ._ INSTAft=rBIT �� - __G_ ___/ _ _. _____ I 280.5 FG 273.5 FL - I " 268.0 FG _,., STORM DRAIN 1030 '2680f 2T9.5 FL \ 6 1 8 9 273.0 TW 27 5 12 2770 268.0 BW 26 5 SW i `6 267-0 B W SO4"46 29"W 163.90' z -- , __ / / _ > 274.5 TW ` K 27 TYV X 1. _ : ::.._.__._. .__.. :7 -- =- - - - - - - ----- --- ------ TW -- ----- - _ - ..__.. ----_-,._.. `` _ ;`INSLAiL�B"PVC._ r 27Z-WJ- 274:3 --274 _ _' - , - i STORM DRAIN @ 1.0'0 26 . BW ..... ' l --- j -- _.-_..,. ? - r 280.65FS �t �� �... _ ��, `016651�f? J ry @____- c3 O 274268$ _A ) � - _ _ .._._-. __ ... _. 268 0 BW 8 _. 268.5HP - .. 268.OFG 1.0%MIN a r °% \# ` ''i ;� 272.5TW : ,. I. _ 80�W - _.. 280.65 FS /� 1.0%MIN ter.... �► . ,-- ,. 2G6. G _ _, 26 FG - -- 267. "- __ t ~ --- r---_'- 7. i ,.j _ ... �., ,..:. ,. - 3 " L ve°i 267.0 FG ! - M _ _ , 1, .: _ .ro O - .. ...-�- _ .._._.._. t��/ : ATM,+' �____- \_azm�_ 9:_ •_. `- M. ,.. - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - -675HP PVC WAL ' ._ __ M-�`__.r_-�-:.-�___- .. , ....:._... � ' � 5 SUBDRAIN- - - � gyp/ ///,,, ��r._. _..,...,r>�--_:,I-_....,- �:::;i ;::.':. ' _: . 273.5 TW 4 .. __.._- __.__.__... _ .'. 2671`,F* �'._. 2. 6°. i F / T . ,..--10 ,: ..... ,-� ,.`_� r. '. ... > ..,.,. r.Qy > / EXISTING POWER r-.',:,.., ... - --- - i-- -- - 1 ------ --- --- 1.0% - _---------- - ------ - '' - ,'`, ! 268.5BW I-- - - -- -- - - - - -- - - -- } % t x - .- _ \ - > - -- -�=-- --�- -`�-- -- -, - - ..: . .. 1. __ __- POLE TO BE , :.. _280-......:: , _,- _- , i ,,` •�;,� ,: NG'4"ACPWATER - 266 FG ' EXISTI -, REMOVED - 267:5"F -'- _ _ 6 267.5 HP 274.o Tw r 4 r''.: << :. i a . - 271.5BW _ m _, __11 __ D �,. - - -- - ' .. _ -_ ._I - J- r_ ..�_ ., .> . - .- - - ..,�. - - -._- - - _.,. _ -_.-. -< - � - -._ - ��-ate. `-,:- Q RM.V :..,:, „ :.. ., ,,.:,27.:531',:.>. 268.5FG _ 268.OFS tea, " _ - _ _ .. Sl 26 .0 FG --- -Ht� , -4 FL :; ;�-:-M,:'.<::, . Q ,I'll. _ - -- MHO �H' � '\'. ..273 5 .`.i .`.: - ._,_ �� � 3i �O MHO � ��, ?1.� : - . ; J K I P69D FS, U . _._sue__ - - H TOP SLOPE MHO �- j f , :: <.. ,..: f :....., - _ .IaK'3 ti q I 2675FG .. _ o a --- .-- 1� - s� ';. O MHO, - f sH o - r ,,, - ... ..,.. 7-•..r t, o 266.5 FG \� _ ' EPE ED FOOTING o 266.0 TG - FG T I - 1. r" o ,- 2y9 r LSE �! Q - ". ,,..> I'53265 41E rr °:.. -, ..:: _. :, '' 268.5 FG Q / / PER ARCHITECTURAL I LOT 5 I a _ 5 EXISTING OVERHE D j : r.r..`i:i:.:;:=F'i'�::' 3 / / _ Q "?, a 266.6FL r .:. ; y ° ... r a ° PLANS SYSB S B UTILITIES TO BE 2671 FS FF = 267.2 f fa ; AD - , ' :':.: .: t :; m ERR _Q _ - _ r +r( -" - rn i ! " _ UNDERGROUND G OUND (TYP.' EXISTING OVERHEAD �. /. •.,_.,:,'.. -:1 `.;'•. ".,',_ I o I ,2 PAD=2665 _. UTILITIES TO BEE i. m b / 2681 2675 FG ;., : ` z `� ` k" UNDERGROUND (TYP :'. `,,'. d a :,- i 268.2 FS \ ti 1 26 5 <. . ' .:., - :: ':;i: 69. F i r" 269.2f FS 2675 FG, , \ :<,. �"% d r. _ .:.u'- 3 268.2 FS it - - 2 t a ..:. 7a �, s B .r //5 y 4, i : a'� _ _ „„e. IZI _ .. .. r� F -. _. I PVC W L _ ! , l ;:..•.; r. :::•>< r Q 1.0 DEEPENED FOOTING ...__ t , 0 j % r ' I v = SYBB 5:0 66 TG <�• :' :, 's', SUBDRAIN I.O% RARCNITEGTURAL -� :. , @ / . . f». PE i LETTER OF PERMISSION " .: `�' 1 t , s -_ __ ___ _ ._._. 52..1E- L1MlOF16.5CY0 0' SY B 2 26 ,. �. . 9 j EEWNED:F OTIN ` PLA S \ A, :� L DEEPENED FOOTING,. � ( J ; � r CONTAMINATED SOIL _-_.,.... __._..___ .__LOT FOR OFFSITE GRADING 6 „ ..:.::. SYS _ PE , CHlTECTURAL ANDIMPROVEMENTS 1�ERR4RCHITECTU / /t B RI - .... i� U EE DE T :.. :: .. I '> , .....<.; . PLAN h. BY GA.RY YOUNG :: ' T 3;' `''' I t f PA = 2 : , i ;177. I 1 I) ,.,T LOT 266.5 FG i.5 ;.:.... AL S IL�!-I{;E FF 2 r FF r 26,9.2: / 4 I 3 PVC WALL I I I p I SUBDRAIN @ 1.O% 266.OFG TOE SLOPE; J DATED 3 2-18 -.'; . .' , _'x, / V i � , I ; 2675 F(i ; i i r ::, ON FILE WITH ENG. DIVISION 2 ..-.::.: �o ' i f "-� ( 1-- '':. ; FF = 268.2 1 { i r ><M ":.- I r �. 266.5 FG = L_.___.._I ,::: r" . ti t i ` �; 267 5 N I 265.E FL i - J :. .. : - p ' 2 r 1 J►= - I �` `AD DEEPENED FOOTING 6. F! : ! r i A 5, h PER ARCHITE t CTURAL � 1 � 5 II _.i ! ;�-1. z' 1 ' �t 1 ( ! % / . ,`� , y PLANS i - :: :.., . -: / x__,':.:<.....�:..*'.,._;�: � � 1 y! �',. FS _ TOP SLOPE; i Ln .a 1 ' j1. j ,` ' f ''< d, , GF - 26 s I DEEPENED F TING I I N 2fi i � % _ _ j'� , , . •;:.;.�;76 _... _. i 1 t i z.> n ; PERARCHITE TURAL r r ;: r \, " o PLANS .I.:, ,' ( __.._..- ,•....„ :..... - - , - ° HITECTURAL -,.t' �•.•; �•a'. •.. •`..<..':'� ,,>. �'`._„f • (� �"" �. � ` DEEPENED FOOTING I � C II = > I a y __w_,___ _...�- .. PER ARC :a 2 i K:. i ::., . :.... ; .... 1✓r 6 PLAN$ ,., L•Ll 9.1 f/S -..• 268.1 FS t : _ ":. >. 269.1 FS s `'. 65:8 TG W � f i 2672 FL � �, °� I. 275.3 . ; 267.9 FL , / �L., 651 lE 4 z " 267.0 FG !' I 2 . ;`i 266.4 FS 2684 FS I \..- % % 4s: I 268 O FG ° / ° ,/ 266.5 FG LO / o ° Q 266.5 FG LLI ti •.s 267.5 FG Q I of I 266.9 FL . �_/` 11-,_..,/ :275 :; , J 11 44 r' �1 k 266.$FL ,� °d'.. 3 r� ny' o I Z y 3 3'Tv I ,Q 1 GF = 267.5 °� ' 2s F a Q : . 2r3;51V , o GF 268 5 t` 1 .< - r 273.5 TW % % t p g �m 66.0 TG (. 1s.o a' GF = 267.5 Iv- . 5'},�':ri l.nr... !: i:'-:::'s;F, .:F- , .-. ° ;<_: b`� t,,.1 pQ C/ a PNI ''.: 68.OBW 1 Q, o a a o 26521E --- o - I. .. y... 5 :..' Iy i 2690FS/ o c�j °� .. ,. II IN I'll:.' .:BRt. 7,,,.. Q 264.95 IE /, ° D�Q ° - - - - �� °. ' y:.. �, - � m ' 265.2 FS 41 ,.,. ..: R'., .. . 11 Q ° -- 274> Q i Q t i r .. - -IQ .'� � '' � 2674 ,� �--� II 16.0 t/ I °a ` Q � II - 0, 14 BEGIN 6 PCC CURB 268 0 IE ,, .... , -`• - 3 - _ 16. a 274.5TG .::::V,> ;. '"' y'.:.....: j er_ 10 p <.�, . � ; ��/ t f'` II v � r Iq E _ ( 267 FS ,,.. ... „ ., . , .•.. . . -a* 265 3 T .7 1 � %, Q 11 ;c:,y.,. ` S C.O. ! i Q91. ":: �':.. i -, \ 264.81E 1 / � 4.. � _... 8 a; 67 _ of 266.ES tl_,/ r..:J:;`.� ;:...213.'.:; %. ":a'':': ` i` `.. 1I'll.91E T ° Q 6 P SL OPE; =�� 27 7` :. l 266.9 IFS 7-N_ 0 266.5 FG / �' 266.05 FPS , . ..', / fJ : -_..:., Q ,. 6.3�FS SEWER ; 0 /" F ry . / a _ 8, _ '„ :.: a� • 265.85 RIM.: Q . ., n Q :1 M _ x S 0 _..�:r \ ° � . _ , ... ,. ... , .. ..:>' , ; '` 260.31E y _ a .., .. N .,., - a 1. 11 ., s _. - .._266 ., ... , 1� .. .,.. .: , t r Tw� .2...7.5E .. .. t ... ., . , N. �t W: r I 1 1. .. .. ,. .. .. .. . , ... ... . s .. .... .. ! y. `, -. _......._ a .. .Y. ...'•.-�',.°.xr^�I ,` 'v-7.. Y :,._ ; , ... , .� / 9 Y I .. ... .,:..>.:: •�.' .... ,.- :':. .,::., ;o ems'>•;:• I , .. ... .... .. .... Q .. <. 1 D . 265.3 FS s� APN. 258 141 14 w 7 , .IFS ,. .. ,.. .. , ... .. .:. : �,'. 1 6.OT ;r' !, \.: • x :: • 1 p 6 G 0 '/ � •: 4 ✓ t}66. < l` r • re .• _ . 69 ,b' F(.., '' 264.11E /._ .. .. .a. a .. .. .. .. ... _ .:.. / .. ... a .. .�• �t! 't< - . �, ,: is _ " ) �r sue... . . r.t .. 4 -- '- `'. a11 a� :. r5 26�.85 FS ---55 271.0 RIM r'... - _.. . .. '.% .. i ;..:'. . ,,. _... .♦. "L , � ,t .' 6 2 .95' - 265_. !E > t ° >... a ,...... ,. is ;, � v ::3� 5 - __... i•: ,' S I - EKISTINGBOWER .. - > .. B!, , , i / - - POLE TO BE-11 i' `'` � F •:Y ' / _ !/0 2 Ia� S �._-- '--,.. REMOVED...,- _.. ,., ; .. o , � 65. - I d9 Z 6d _ 5 > 1. 111, 0 \._. ,�_,____ , � ,-,-1-�,. \-1�'.-1- \--X'-- \_�Iii1iii_iii"i1ii\iiiiiiiiiiii\i\iiii.\ A9"-! miIiI m, \"� 11 4""I, II " ­\ , , I - ­ �- \',Y�\' -/,\ IQ=h�i1I �m-,.\­­. � , I .I.I.. III4II_.. - y�: s ; 5, ,. ;,, . \ >. , :t�,--.-- , ._". ,.. _.,. ..._,"I,--.5.�,j�.�-'..'..-'.-', ,'!,\"". -. ._ _....- .- ....___.gym._ _ r • .rl l vv .. L ,./I•v \ \ �, V 68.8 FS . t. r .! + A 1 t , v \\\ LL _ _:1�'..5: V 0 ° . y 1, 6, , l Y 0 1 -4 Awd�' i ( -�Y e ; ' y� a .J ,ri ?6 �/ `A r , i. :.. CONSTRUCTION NOTES I SEE SHEET 6 1Q EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT ® INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 14 INSTALL TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09 © CONSTRUCT X WIDE PCC RIBBON GUTTER PER DETAIL SHEET 8 EASEMENT I DEDICATION NOTES IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED O9 CONSTRUCT WING TYPE HEADWALL PER SDRSD D-34; INSTALL 4' WIDE Q INSTALL 18" X 18" BROOKS BOX WITH STEEL COVER @ INSTALL "NO PARKING FIRE LANE" SIGN *SEE COVER SHEET FOR NON-PLOTTABLE EASEMENTS WITH THE COUNTY- X 4' LONG, 1. I FT THICK ROCK RIP RAP ENERGY DISSIPATER PER GRAPHIC SCALE 1 " =10' O2 INSTALL 12"AREA DRAIN 8Y NDS OR APPROVED EQUAL SDRSD D-40 @ INSTAL L 24"X 24" BROOKS BOX WITH GRATED INLET ® INSTALL 12" WIDE PCC STRIP ADJACENT TO PARKING **REFER TO GRADING PLAN SHEETS 3 & 7 FOR EXISTING EASEMENT NOTES 10 CONSTRUCT 2' WIDE X 6" THICK PCC CUTOFF WALL; INSTALL 2' WIDE X 1© CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 Q PROPOSED MAIL KIOSK LOCATION ..* l�3 INSTALL 12" X 12" BROOKS BOX; @ WITH STEEL COVER Z L NG, 1.1' THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD 1 g CONSTRUCT MASONRY RETAINING WALL PER SDRSD C 04 ©INSTALL 36"X 36"GRATED INLET TO INTERCEPT OFFSITE RUNON, Q3 REFER TO GRADING PLAN SHEETS 5 & 7 FOR PROPOSED EASEMENT NOTES 10 0 10 20 30 ® INSTALL 12"AREA DRAIN WITH 3" PVC SDRSD D 27 SIDEWALK UNDER DRAIN SEE DETAIL SHEET 9; 0100 IN = 5.3 CFS 11 INSTALL TYPE-B CURB INLET PER SDRSD D-02; Y=4', L=10' WITH 2' WIDE 19 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-06 0 INSTALL INSTALL 6"X 16" PCC FLUSH CURB X 10' LONG COMBINATION GRATED INLET © CONSTRUCT MASONRY RETAINING WALL PER SHEETS 15-19 © INSTALL 6- PCC CURB PER SDRSD G-1; DEEPEN CURB AS NECESSARY TO 1@?. INSTALL PCC BROW DITCH PER SDRSD D-75 @ 1.0 % MIN EXTEND BENEATH PAVER SECTION Q CONSTRUCT GEOGRID / KEYSTONE SEGMENTAL RETAINING WALL 13 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G 2; DEEPEN CURB AS PER SHEETS 11-14 U7 INSTALL MODIFIED 4" PCC ROLLED CURB PER DETAIL SHEET 8 NECESSARY TO EXTEND BENEATH PAVER SECTION 3 Q TOTAL ALLOWABLE IMP. AREA (SF) LOT # IMP • AREA PERMITTED HEREON (SF) AS-BUIL T IMPERVIOUS AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVAILABLE IMP. AREA REMAINING (SF) 3 4,134 3,962 4,904 -F90- 942 4 4,172 3,900 4,942 -W6- 1,042 5 3,105 3,207 1 3,875 -A70- 668 6 4,001 i 4,137 1 4,771 1 -RO 634 I? FESS/0 CID Exp�t2/31/18 � PANO 1 ARET SUITER &ASSOCIATES .MM Q CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING v�q� Fr 0,LIF &�\ 535 North Highway 101. Ste A. Solana Beach, CA 92075 CAph 658.259.8212 1 fz 858.259.4812 1 plaaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK BAK TGL 3 AS-BUILT/RECORD PLAN ERN 2 1 21 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK PARK DRIVE o �_- 12/08/2020 INT. I DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7-SO Y'y R.C.E. NO.: 80356 TYLER G AWSON EXP.: 12/31/18 RECO MENDED: APPROVED: JESS OWENS CHRISTOP R L- MAG SKU 9 �'y/1$ ?_/ 9- OZ DATE DATE GRADING PLAN (LOTS 3-6) FOR: 710 & 714 REQUEZA ST APN:258-141-36 38 & 39 I PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13671-G PUBLIC WORKS TYLER G LAWSON DATE 2/1/21 PLANNINGIgy-/I-1�:� IICREST ,RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 CITY ENGINEEt CITY ENGINEER DATE REVIEWER INSPECTOR SHEET 4 OF 19 0 LO h 0 N m Q U �m'T oZto 0 g N QOLO 06 Q 0 w P! U)V)04 Lu - 6 rn Of LO Om00 U Z °,,.° aLOa PLSA 21484 SEE SHEET 3 F- Lu W Lu ti PROPOSED EASEMENT/ DEDICATION NOTES in EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP 2❑ PORTIONS OF REQUEZA STREET FOR EASEMENT FOR PUBLIC RIGHT OF WAY TO THE CITY OF ENCINITAS PER FINAL MAP CHANGE NO. INDICATES PORTIONS OF CAMINO DE ORCHIDIA FOR EASEMENT FOR PUBLIC RIGHT OF WAY TO THE CITY OF ENCINITAS PER FINAL MAP PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PER FINAL MAP n PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP © PUBLIC PEDESTRIANACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP a7 PRIVATE PARKING EASEMENT FOR THE BENEFIT OF LOTS 1-13 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE DESCRIPTION APPROVED DATE BENCHMARK AcWML m-Null Wn 7-1x pm --mv DESCRIPTION: STATION "ENC-30" AS -BUILT / RECORD PLAN SIRN 211121 LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 SEE SHEET 7 ® INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3-12 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE �9 PRIVATE STORM WATER TREATMENT FACILITY EASEMENT FOR STORM WATER TREATMENT AND FLOW CONTROL PURPOSES FOR THE BENEFIT OF LOTS 1-13 AND LOT C TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. 10 PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 1-2 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. AS -BUILT APPROVALS 12/08/2020 TYLER G LAWSON DATE St-e vel Novak/ 2/1 /21 CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR 11 PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 10-12 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. 12 PRIVATE ACCESS AND UTILITY EASEMENT FOR THE BENEFIT OF LOT 3 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE 13 PRIVATE ACCESS AND UTILITY EASEMENT FOR FOR THE BENEFIT OF N 175.00' OF S 742.50' OF W 270' OF SE 1/4 OF NE 1/4 OF SEC. 15, T 13 S, R 4 W, SBM DESCRIBED IN DOCUMENT NO.2011-0255544 TO BE GRANTED BY SEPERATE DOCUMENT. INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE:'g-tv'ljr R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31 /18 TOTAL ALLOWABLE IMP. AREA (SF) LOT # **IMP. AREA PERMITTED HEREON (SF) AS -BUILT IMPERVIOUS AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVAILABLE IMP. AREA REMAINING (SF) 7 4,018 4 1723 4,788 f �& S 8 3,737 31850 4,507 9 2,053 1 *AX,51 1 2,978 9015 747 140095 NOT MIU.uDE DWEwky ORAMINrTO L.OTA ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: n.L JES E OWENS CHRIST HE MAG OSKU DATE DATE CONSTRUCTION NOTES 1J EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. O2 INSTALL 12"AREA DRAIN BY NDS OR APPROVED EQUAL O INSTALL 12" X 12" BROOKS BOX; ® WITH STEEL COVER ® INSTALL 12"AREA DRAIN WITH 3" PVC SDRSD D-27 SIDEWALK UNDER DRAIN SU INSTALL INSTALL 6"X 16"PCC FLUSH CURB © INSTALL 6" PCC CURB PER SDRSD G-1; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION () INSTALL MODIFIED 4" PCC ROLLED CURB PER DETAIL SHEET 8 ® INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 90 CONSTRUCT WING TYPE HEADWALL WITH SILL PER SDRSD D-34; INSTALL 4' WIDE X 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D40 10 CONSTRUCT 2' WfDE X 6" THICK PCC CUTOFF WALL; INSTALL 4' WIDE X 4' LONG, 1.1' THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D40 11 INSTALL TYPE-B CURB INLET PER SDRSD D-02; Y=4, L= I0' WITH 2' WIDE X 10' LONG COMBINATION GRATED INLET 1© INSTALL PCC BROW DITCH PER SDRSD D-75 TYPE B @ 1.0% MIN 13 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G-2; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION 14 INSTALL TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09 15 INSTALL 18"X 18" BROOKS BOX WITH STEEL COVER 16 INSTALL 24"X 24"BROOKS BOX WITH GRATED INLET Q 1001N = 1.57 CFS 1© CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 18 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 19 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-06 ©0 CONSTRUCT MASONRY RETAINING WALL PER SHEETS 15-17 @ CONSTRUCT GEOGRID / KEYSTONE SEGMENTAL RETAINING WALL PER SHEETS 11-14 © CONSTRUCT X WIDE PCC RIBBON GUTTER PER DETAIL SHEET 8 ©3 INSTALL "NO PARKING FIRE LANE" SIGN ® INSTALL 12" WIDE PCC STRIP ADJACENT TO PARKING © MAIL KIOSKLOCATION © CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-02 ©9 EXISTING 2" WATER METER AND BACKFLOW PREVENTION DEVICE FOR 710 REQUEZA STREET TO BE REMOVED 30 EXISTING BACKFLOW PREVENTION DEVICE FOR 728 REQUEZA STREET TO BE REMOVED; EXISTING 1.5" WATER METER FOR 728 REQUEZ4 STREET TO BE RELOCATED -CUSTOMER TO REMAIN IN WATER THROUGHOUT CONSTRUCTION EXISTING EASEMENT NOTES *SEE COVER SHEET FOR NON-PLOTTABLE EASEMENTS **REFER TO GRADING PLAN SHEETS 3 & 7 FOR EXISTING EASEMENT NOTES GRAPHICSCALE 1"=10' 10 0 10 20 30 ESS/ LG LG A No. 80356 Exp. 12/31 /18 & ASSOCIATES IL ENGINEERING + LAND PLANNING + LAND SURVEYING North Highway 101, Ste A. Solana beach, CA 92075 858.259.8212 1 Bt 858.259.4812 1 plasengineering com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. GRADING PLAN (LOTS 6-9) FOR: 710 & 714 REQUEZA ST 13671-G APN: 258-141-36, 38, & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA SHEET 5 OF 19 Lo ti 0 N Q U U ww- Qm'T U Z 0) 0 J Q O W fjf Q �w III 04 w�cf C9 Q � N O � UZ°�° Q M = a�na PLSA 2148-04 -EXf�l�iCz�P6WER-- ,._� lx._. EMOVED _ CONSTRUCTION NOTES EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF ® INSTALL PERVIOUS PAVERS PER DETAIL SHEET2 MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER Og CONSTRUCT WING TYPE HEADWALL WITH SILL PER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. SDRSD D-34, INSTALL 4' WIDE X 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D40 CHANGE NO O INSTALL 12"AREA DRAIN BY NDS OR APPROVED EQUAL 3O INSTALL 12"X 12" BROOKS BOX; @ WITH STEEL COVER ® INSTALL 12"AREA DRAIN WITH 3" PVC SDRSD D-27 SIDEWALK UNDER DRAIN O INSTALL INSTALL 6" X 16" PCC FLUSH CURB © INSTALL 6" PCC CURB PER SDRSD G-1; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION O7 INSTALL MODIFIED 4"PCC ROLLED CURB PER DETAIL SHEET 8 DESCRIPTION AS -BUILT / RECORD PLAN 10 CONSTRUCT 2' WIDE X 6" THICKPCC CUTOFF WALL; INSTALL 2' WIDE X 2' LONG, 1. I' THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D40 11 INSTALL TYPE B CURB INLET PER SDRSD D-02; Y=4', L=10' WITH 2' WIDE X 10' LONG COMBINATION GRATED INLET Q INSTALL PCC BROW DITCH PER SDRSD 0-75 TYPE B @ 1.0% MIN 13 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G-2; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION APPROVED1 DATE I BENCHMARK 14 INSTALL TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09 15 INSTALL 18" X 18" BROOKS BOX WITH STEEL COVER 16 INSTALL 24"X24"BROOKS BOX WITH GRATED INLET 1, CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 18 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 19 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-06 ©0 CONSTRUCT MASONRY RETAINING WALL PER SHEETS 15-17 CONSTRUCT 3' WIDE PCC RIBBON GUTTER PER DETAIL SHEET 8 INSTALL "NO PARKING FIRE LANE" SIGN INSTALL 12" WIDE PCC STRIPADJACENT TO PARKING ® PROPOSED MAIL KIOSK LOCATION INSTALL GRATED INLET TO INTERCEPT OFFSITE RUNON; SEE DETAIL SHEET 9 ® INSTALL SUMP PUMP VAULT AND OUTLET STRUCTURE FOR LOT A PER DETAIL SHEET 2; PUMP TO BE SIZED BY OTHERS (2J1 CONSTRUCT GEOGRID /KEYSTONE SEGMENTAL RETAINING 31 INSTALL DECORATIVE PAVERS; DECORATIVE / NON -PERMEABLE PAVERS TO BE WALL PER SHEETS 11-14 INSTALLED ON 1" THICK BEDDING COURSE OF BEDDING SAND AND 4" OF , , CLASS II AGGREGATE BASE PER "PAVEMENT RECOMMENDATIONS" LETTER Q3 PROVIDED BY GEOCON, INC. DATED MARCH 21, 2019. DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 UtJIIJINtU by U 9"1'4 by: uHtuKtU t5Y AS -BUILT APPROVALS BAK BAK TGL 12/08/2020 INT. I DATE PLANS PREPARED UNDER SUPERVISION OF TYLER G LAWSON DATE PUBLIC WORKS DATE: j0%y Stelvel Nawa kr 2/1/21 PLANNING R.C.E. NO.: 80366 CITY ENGINEER DATE I REVIEWER INSPECTOR TYLER G LAWSON Exp.: 12/31/18 A EASEMENT NOTES *SEE COVER SHEET FOR NON-PLOTTABLE EASEMENTS **REFER TO GRADING PLAN SHEETS 3 & 7 FOR EXISTING EASEMENT NOTES **'REFER TO GRADING PLAN SHEETS 5 & 7 FOR PROPOSED EASEMENT NOTES TOTAL ALLOWABLE IMP. AREA (SF) LOT // **IMP. AREA PERMITTED AS -BUILT IMPERVIOUS TOTAL ALLOWABLE AVAILABLE IMP. HEREON (SF) AREA (SF) IMP. AREA (SF) AREA REMAINING (SF) 13 4,12' 4,128 4,891 -0�0-763 ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED_ JESSIF OWENS CHRIST L. MAGp6SKO 9 6 y�i it�/ z4T DATE'— DATE 0 ..... ... . IZZ= i:1 GRAPHIC SCALE 1"= 10' 10 0 10 20 30 /QROFESS/p� 1 G LqFZ No. 80356 or_ Exp. 12/31 /18 � PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fr 858.259.4812 1 plaaengineering.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN (LOT 131 OPEN SPACE LOT) FOR: 710 & 714 REQUEZA ST 13671-G APN: 258-141-36, 38, & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA SHEET 6 OF 19 I LO ti 0 N W Q U U Qmv 0 � g N Qon0 �Qccoo Ww N �o Wr}}w J 7 N d m 00 LO aLoa PLSA 2148-04 MATCHLINE: SEE SHEET 4 W 2 W W Z 2 ti CONSTRUCTION NOTES 1O EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. Q INSTALL 12"AREA DRAIN BYNDS ORAPPROVED EQUAL Q INSTALL 12" X 12" BROOKS BOX; ® WITH STEEL COVER ® INSTALL 12" AREA DRAIN WITH 3" PVC SDRSD D-27 SIDEWALK UNDER DRAIN O INSTALL INSTALL 6"X 16" PCC FLUSH CURB © INSTALL 6" PCC CURB PER SDRSD G-1; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION Q INSTALL MODIFIED 4" PCC ROLLED CURB PER DETAIL SHEET 8 ® INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 Og CONSTRUCT WING TYPE HEADWALL WITH SILL PER SDRSD D-34; INSTALL 4' WIDE X 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D40 10 CONSTRUCT Y WIDE X 6" THICK PCC CUTOFF WALL; INSTALL 2' WIDE X 2' LONG, 1.1' THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D40 11 INSTALL TYPE-B CURB INLET PER SDRSD D-02, Y=4, L=10' WITH 2' WIDE X 10' LONG COMBINATION GRATED INLET 9Q INSTALL PCC BROW DITCH PER SDRSD D-75 TYPE B @ 1.0% MIN 13 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G 2; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION 14 INSTALL TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09 1© INSTALL 18" X 18" BROOKS BOX WITH STEEL COVER 16 INSTALL 24" X 24" BROOKS BOX WITH GRATED INLET Q CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 18 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 19 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-06 Q CONSTRUCT MASONRYRETAWNG WALL PER SHEETS 15-17 Q1 CONSTRUCT GEOGRID / KEYSTONE SEGMENTAL RETAINING WALL PER SHEETS 11-14 ® CONSTRUCT Y WIDE PCC RIBBON GUTTER PER DETAIL SHEET 8 ®3 INSTALL "NO PARKING FIRE LANE" SIGN ® INSTALL 12" WIDE PCC STRIP ADJACENT TO PARKING © PROPOSED MAIL KIOSK LOCATION ® INSTALL GRATED INLET TO INTERCEPT OFFSITE RUNON; SEE DETAIL SHEET 9 © INSTALL SUMP PUMP VAULT AND OUTLET STRUCTURE FOR LOT A PER DETAIL SHEET 2, PUMP TO BE SIZED BY OTHERS ® INSTALL MODIFIED TYPE 'A' STORM DRAIN CLEANOUT PER SDRSD D-09, L=8.5, Y=4 ; SEE DETAIL SHEET 2, 0100 IN = 6.72 CFS 3© INSTALL IRRIGATION SERVICE AND BACKFLOW TO SERVE HOA MAINTAINED AREAS; SEE 136714 PROPOSED EASEMENTS / DEDICATIONS ] EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP PORTIONS OF REQUEZA STREET FOR EASEMENT FOR PUBLIC RIGHT OF WAY TO THE CITY OF ENCINITAS PER FINAL MAP ❑3 INDICATES PORTIONS OF CAMINO DE ORCHIDIA FOR EASEMENT FOR PUBLIC RIGHT OF WAY TO THE CITY OF ENCINITAS PER FINAL MAP ® PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF %� ENCINITAS PER FINAL MAP.L� 50 PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP © PUBLIC PEDESTRIANACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP Q7 PRIVATE PARKING EASEMENT FOR THE BENEFIT OF LOTS 1-13 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFE ® INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3-12 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE �g PRIVATE STORM WATER FACILITY EASEMENT FOR STORM WATER TREATMENT AND FLOW CONTROL PURPOSES FOR THE BENEFIT OF LOTS 1-13 AND LOT C TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE 10 PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 1-2TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. 11 PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 10-13 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. TOTAL ALLOWABLE IMP. AREA (SF) LOT # IMP. AREA PERMITTED HEREON (SF) AS -BUILT IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVAILABLE IMP. AREA REMAINING (SF) 10 4,181 %22S 4,951 726 11 3,074 .142 3,844 - 01 12 3,701 St 1 4,471 7fB W� EXISTING EASEMENT NOTES 'SEE COVER SHEET FOR NON-PLOTTABLE EASEMENTS 10 EXISTING SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED AUGUST 11, 1930 IN BOOK 1803, PAGE 270 OF OFFICIAL RECORDS Q ED FLETCHER COMPANY HOLDER OF AN EXISTING EASEMENT FOR RIGHT-OF-WAY PUPOSES RESERVING THE RIGHT TO DEDICATE SAME AS A PUBLIC STREET OR HIGHWAY RECORDED MARCH 2, 1934 IN BOOK 270, PAGE 326 OF OFFICIAL RECORDS. Q COUNTY OF SAN DIEGO HOLDER OFAN EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 1940 IN BOOK 992, PAGE 147 OF OFFICIAL RECORDS. ® COUNTY OF SAN DIEGO HOLDER OFAN EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES, RECORDED DECEMBER 23, 1942 IN BOOK 1432, PAGE 430 OF OFFICIAL RECORDS. Q5 ED FLETCHER COMPANY HOLDER OFAN EASEMENT FOR RIGHT-OF-WAY FOR PUBLIC ROAD PURPOSES WITH THE RIGHT TO DEDICATE WITHOUT JOINDER, SELL RIGHTS OF WAY TO THE PUBLIC TO BE USED AS PUBLIC STREET OR HIGHWAY RECORDED JANUARY 17,1946ASBOOK2052, PAGE 83 OF OFFICIAL RECORDS. © ROBERT B. PATTERSON AND RUTH I. PATTERSON HOLDER OF AN EASEMENT FOR PRNATE RIGHT OF WAY FOR PUBLIC ROAD AND UTILITYAND INCIDENTAL PURPOSES, RECORDED MAY 16, 1956 IN BOOK 6102, PAGE 29 OF OFFICIAL RECORDS. O7 C.P. VON HERZENAN HOLDER OFAN EXISITNG EASEMENT FOR ROAD AND UTILITYAND INCIDENTAL PURPOSES, RECORDED MAY 14, 1956 IN BOOK 6099, PAGE 9 OF OFFICIAL RECORDS. ® JOSEPH Y. KIMURA AND MARIANNE M. KIMURA HOLDER OFAN EXISTING EASEMENT FOR ROAD AND UTILITYAND ALSO INGRESS AND EGRESS FOR UTILITYAND INCIDENTAL PURPOSES, RECORDED DECEMBER 24, 1964 AS DOCUMENT NO.233055 OF OFFICIAL RECORDS. O9 SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR GAS PIPE AND INCIDENTAL PURPOSES, RECORDED APRIL 29, 1965 AS DOCUMENT NO. 76134 OF OFFICIAL RECORDS. 10 GENE F. AND ANGELA M. ASCHBRENNER, MARCO SALES INC., ANARIZONA CORPORATION; BEVERLYC. BAKER; KAZUMI HAYASHI AS TRUSTEE, SUZANNE M. HAYASHI; JAMES W. AND BATTEY J. FRANCIS, JOAN L. G. PIRL TRUSTEE; THOMAS J. AND CAROL 8. COX, MARVIN W. AND LOUIS T. KLEINSCHMIDT, GERALD L. AND JOANN L. ZINNIGER, FRANCIS MARTINEZ, GARYC. AND ANNE I. WOOD; TAYAMA GREEN HOUSE INC. A CALIFORNIA CORPORATION; KENNETH XAVIER BACA; ANN MARLINE O'DELL AND KENT JORDAN ALL HOLDERS OFAN EASEMENT FOR ROAD AND INCIDENTAL PURPOSES, RECORDED AUGUST 27, 1981 AS DOCUMENT NO.273817 OF OFFICIAL RECORDS. 11 MICHAEL VIETRO HOLDER OFAN EASEMENT FOR PRIVATE RIGHT OF WAY FOR PUBLIC ROAD AND UTILITY AND INCIDENTAL PURPOSES, RECORDED MAY25, 2010 AS DOCUMENT NO.2010-0260407 OF OFFICIAL RECORDS. 1© SAN DIEGO GAS AND ELECTRIC COMPANYHOLDER OFAN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED APRIL 19, 19561N BOOK 6066, PAGE 278 OF OFFICIAL RECORDS. 13 CITY OF SAN DIEGO HOLDER OFAN EASEMENT FOR THE RIGHT OF WAY OF PUBLIC HIGHWAYAND INCIDENTAL PURPOSES, RECORDED NOVEMBER 22, 1996 AS DOCUMENT NO. 1996-0593424 OF OFFICIAL RECORDS. 14 THE ENCINITAS GROUP, LLC HOLDER OFAN EASEMENT FOR THE RIGHT OF WAY OF ROAD PURPOSES, RECORDED JUNE 25, 1999 AS DOCUMENT NO. 1999-0443426 OF OFFICIAL RECORDS. GRAPHIC SCALE 1" - 10' 10 0 10 20 30 G W No. 80356 Exp. 12/31 /18 CIVI PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 595 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fi 858.259.4812 1 pluengineering eon R OF TITLE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIBAK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I BAK I TGL AM& AS ALT LOIS77-11 Q0 �17127 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 � �� 12/08/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: q l�C� R.C.E. NO.: 80356 TYLER G LAWSON EXp.: 12/31/18 RECO MENDED: APPROVED: IE,911E OW NS CHRIST HER L. MA OSKU 9 i® ��' DATE DATE [ `� GRADING PLAN (LOTS A, 10-12) FOR: 710 8t 714 REQUEZA ST APR: 258-141-36, 38, 8� 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13671-G AS -BUILT / RECORD PLAN SIR 211121 PUBLIC WORKS TYLER G LAWSON DATE Steve,No-wak, 2/1/21 PLANNING CITY ENGINEER DATE REVIEWER INSPECTOR SHEET 7 OF 19 PLSA 2148-04 LO ti 0 N uj Q U 2 Q00v U Z o> 0 J N QOu) 06 Q , w w X u- VJ V' T N W O � Lu a> Q j N U Z a- na OF EASEMENT AND DEDICATION NOTES y . INDICATES EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP. ® INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PER FINAL MAP. ❑5 INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP. © INDICATES PUBLIC PEDESTRIANACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP. 7 INDICATES PRIVATE PARKING EASEMENT FOR THE BENEFIT OF LOTS 1-13 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. ® INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3-12 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. I r1T r LOT4 PRIVATE \ STREET LIGHT CHANGE NO.I DESCRIPTION 3 IAS-BUILT / RECORD PLAN O 18" 1 12" 1zI 3" R '\� �l 112" R 30" TYPICAL DETAIL- 4" PCC MODIFIED ROLLED C&G NTS APPROVED DATE BENCHMARK SIRN 2�1�21 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE 'v - rni vm i c;j nvt+u 1"=20'1 VERTICA4 1"`4' SCALE: HORIZ 1 " = 20' RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 T f i 1, .MR SIR �,,,,�,',, ``6" 4 PCC fG PER - • •, ' DETAIL THIS Sl H TYPICAL DETAIL- 4" PCC MODIFIED ROLLED C&G AT PARKING STALL. NTS AS -BUILT APPROVALS DESIG BAK 4" MODIFIED ROLLED C&G PER DETAIL THIS SHEET; DEEPEN C&G BENEATH PAVERS lz/os/2ozo INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �Z''l�`�Y R.C.E. NO.: 80356 14 TYLER G LAWSON EXP : 12/31/18 PUBLIC WORKS TYLER G LAWSON DATE Steve/NcAvak/ 211121 PLANNING CITY ENGINEER DATE REVIEWER INSPECTOR Ii r 6" PCC CURB L 111-1 TO PAD 1 j': 13.5' GUE 5.0' 8.5' PARKING ESMT I INSTALL PERVIOUS r PAVER PARKING 8.5' PAVERS PER DETAIL SHEET 2 1.0% 1.0% INSTALL 6" PCC CURB PER SDRSD G- 1; DEEPEN I .... CURB AS NECESSARY EXTEND BENEATH PAVERS INSTALL 4"MODIFIED PCC C&G PER DETAIL THIS SHEET INSTALL 8" CL 305 PVC WATER MAIN 24"X 42" JOINT UTILITY TRENCH PER SDRSD M-15 26.0' 13.0' 13.0' 12.0' TO FC I 12.0' TO FC 1.0% 1.0% 13.5' GUE 8.5' 5�.0' �I -I -PARKING ESMT 8.5' PAVERS 1.0% 1.0% 2:1 MAX TO PAD 1 r TYPICAL WATER �.: 1 � METER LOCATION a ' PER WAS WS-03 ( !- INSTALL 6" PCC CURB PER SDRSD G- 1: DEEPEN CURB AS NECESSAR TO EXTEND BENEATH PAVERS INSTALL 8" SDR-35 INSTALL TX16" PVC SEWER MAIN PCC FLUSH CURB INSTALL 4" AC OVER 6" CLASS 11 AB OR PER GEOTECH RECOMMENDATION TYPICAL SECTION - PRIVATE ROAD O PRIVATE ROAD - CENTERLINE DATA LINE DELTA/BEARING RADIUS LENGTH COMMENTS N88° 13'22E — 16.78' PRIVATE RD F21 N01 "46' 38"E -- 390.17' PRIVATE RD ❑ CURB DATA TABLE LINE DELTA/BEARING RADIUS LENGTH COMMENTS C11 1 d = 90"4236" 25.00' 39.58' 6" G-1 PCC CURB Lll I N01" 46' 38"E 2.35' 6" G-1 PCC CURB 1_2 I S88°13'22"E 9.00, 6"G-1PCC CURB 1_3 I N01" 46' 38"E - 71.00' 6" G-1 PCC CURB L4 I S88° 13'22"E - 9.00, 6"G-1 PCC CURB L5 I NO " 46' 38"E - 29.76' 6" G-1 PCC CURB 4 1 S88° 13'22"E -- 9.00, 6" G-1 PCC CURB L7 N01 "46' 38"E — 25.00' 6" G-1 PCC CURB L8 S88° 13'22"E — 9.00' 6"G-1 PCC CURB L9 N01"46'38"E — 29,56' 6"G-1 PCC CURB L10 S88° 13' 22"E 9, 00, 6" G-1 PCC CURB Lll N01"46'38"E 50.00, 6"G-1 PCC CURB 1 S88°13'22"E - 9,00, 6"G-1PCC CURB L1 N01"46'38E - 77.41' 6"G-1 PCC CURB 2 d=21"16'30" 28.00' 33.59' 6"G-1 PCC CURB 3 d = 16°00'54" 36.00' 66.61' 6" G-1 PCC CURB 4 d = 80"11'31" 36.00' 106,93' 6" G 2 CURB & GUTTER 5 d = 62"31'05" 28.00' 13,43' 6" G-2 CURB & GUTTER L141 I N88"13'22"E 9.00, 6"G-1PCC CURB L1 N01 "46' 38'E 25.00' 6" G-1 PCC CURB L1 N88" 13'22"E - 9,00, 6"G-1 PCC CURB LIJ I N01 "46' 38"E - 5.00' 5' TRANS. FROM G-2 TO 4" Lt NOI " 46' 38"E 200.94' 4" MODIFIED ROLLED CURB L t N01' 46' 38"E 5.00' 5' TRANS. FROM 4"TOG 2 C6 d = 90,00'00" 200, 3.14' 6" G-2 CURB & GUTTER L2 N88° 13'22"E - 7.00' 6" G-2 CURB & GUTTER L21 N01 ' 46' 38"E 71.00' 6" G-2 CURB & GUTTER L22 N88° 13' 22"E - 7.00' 6" G 2 CURB & GUTTER C7 d = 90°00'00" 2.00' 3.14' 6" G 2 CURB & GUTTER L2 N01"46'38"E 5.01, 6"G-2 CURB & GUTTER C8 d = 89"18'14" 25.00' 38.97' 6" G-2 CURB & GUTTER NOT TO SCALE CONSTRUCTION NOTES 10 INSTALL PCC DRIVEWAY PER SDRSD G-14A (WIDTH PER PLAN) 0 CENTERLINE NEW PCC DRIVEWAY ® INSTALL MODIFIED 4" PCC ROLLED CURB & GUTTER PER DETAIL THIS SHEET ® INSTALL PERVIOUS PAVERS PER DETAIL SHEET2 (PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION) (D INSTALL 6"X 16" PCC FLUSH CURB © INSTALL ADA CURB RAMP PER SDRSD G-27 TYPE A; SEE DETAIL 13671-1 SHEET2 U7 INSTALL 6" PCC CURB PER SDRSD GA DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION ® INSTALL 4' AC OVER 6" CLASS II AB OR PER GEOTECH RECOMMENDATION ® INSTALL 3' WIDE PCC RIBBON GUTTER PER DETAIL THIS SHEET INSTALL 6" PCC CURB PER SDRSD G-2; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION 11 INSTALL 12" WIDE PCC STRIP ADJACENT TO PARKING 12 INSTALL DECORATIVE COURSE BEDDING SAND ND 4 AVERS; DECORATIVE / OF CLASS H AGGREGATE BASE NON -PERMEABLE PAVERS R PER GEOTECH. TO BE INSTALLED ON 1" ; --RECWMENDATION PERVIOUS PAVER PARKING PER I MIN ASS If OVER 6"CLASS DETAIL SHEET2 I ;n 1.0% % j 8.3"/0 1.0% �• SOIL SUB ...... GRADE EMBED PCTill, 6" THICK PCC RIBBON RIBBON GUTTER GUTTER; EXTEND BASE BENEATH PAVERS BENEATH RIBBON GUTTER TYPICAL SECTION - RIBBON GUTTER ESSIpN NTS GL4_ q!_ L m 6" PCC CURB PER D No. 80356 PERVIOUS PAVER Ai PARKING PER G-1; DEEPEN CURB SCALE: 1 " = 20' oc Exp. 12/31 /18 DETAIL SHEET2 BENEATH PAVERS P SECTION A -A 20 10 0 20 40 6b ICI CA1-�F��\ N PASCO URET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 898.259.4812 1 plaeengineering.com TS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECOMMENDED: APPROVED: PRIVATE ROAD SURFACE IMPROVEMENT PLAN FOR: ��&44 710 & 714 REQUEZA ST JES OWENS CHRIST HERL. M DOSKU APN: 258-141-36, 38, & 39 .0,0s 9-i9-24Z�_- DATE DATE PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA DRAWING NO. 13671-G SHEET 8 OF 19 PLEA 2148-04 N u-> a N rn U ww_ QmOD C) Lp N QO CO �� oaQ� W UJ W P�� coU)C%j I._7 .� Lu R yo 0) Q > N O>=� Uzc�° dC)) d PARCEL 3 286.0 BIN MAP 21299 EXISTING GRADE (PRIOR TO 12103-G) 10 CONSTRUCT YWIDE PCC - BROW DITCH PER SDRSD D-75, TYPE A, 284.6 FL 26.8' 21.4' FROM FACE OF WALL 10.01 UNIT FF = 291.2 PAD = 290.5 A ------------- .J.i t 1 1 L! a . ..... CONSTRUCT DEEPENED FOOTING ,7,,4 ......... . PER SEPARATE PLAN, ENSURE py FOOTING DOES NOT SURCHARGE WALL ---I f k-1-1-1 t I IT 6" PVC STORM DRAIN, 287.0 1E CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 LETTER OF PERMISSION FOR SECTION A -A TEMPORARY OFFSITE GRADING BY VIETRO M TRUST NOT TO SCALE DATED 2-22-18 ON FILE WITH ENG. DIVISION PARCEL 4 15.0' EXIST ROAD EASEMENT PM 21299 - 5.3' TO I FACE OF WALL I 7.3' APN: 258-141-16-00 15.5' FUTURE PAD EXPANSION PAD FG = 284,0 2.0' 2.0' 279.5 TW 274.5 BW Y EXISTING i7=11 7_71 1 1 GRADE - : III APPROX. LOCATION EXISTING GAS MAIN EXISTING GRADE TO BE REMOVED ------- PER 12103-G 2'WIDE FUTURE FINISHED GRADE PLAN FOR PARCEL 4 OF PM 21299 i I. FG 3:4 /1 TEMPORARY CUT UNIT SLO PE TO INSTALL 2685 BW@FG . MASONRY WALL SYSTEM FF 269.2 PAD = 268,5 CO NSTRUCT TYPE FG 268.5 'B'PCC BROW DITCH M__1 PER SDRSD D-75; 27R0 FL s .. ........ U CONSTRUCT MASONRY WEEP HOLES THROUGH WALL TO DRAIN PLANTER SECTION B-B NOT TO SCALE RETAINING WALL PER DETAIL I SHEET 16 PARCEL PM 21299 16,5' 15.0' EXIST. ROAD EASEMENT APN: 258-141-16-00 11. f FROM FACE OF WALL 16.5' 113.81 - FUTURE PAD EXPANSION T 275.5 TW(&FG 270.5 BW@FG - ------ APPROX. LOCATION I 75.8 FG EXISTING GAS MAIN TO BE REMOVED I -A i T APPROXIMATE GRADE 2'WIDE ------- --- ---- 1. ---- EXISTING GRADE PER 12103-G PLANTER EXISTING FUTURE FINISHED GRADE _J FOR PARCEL 4 OF PM 21299 iUNIT 4 270.5 TWFG 44-- 1 01" 3:4 /1 TEMPORARY CUT (a) 4 SLOPE TO INSTALL FF 268.2 267.5 BW@FG MASONRY WALL SYSTEM PAD 267.5 A I.267.5 CONSTRUCT 2' WI DE TYPE .. ..... . . .... . j . .. ..... 'B'PCC BROW DITCH 4 -75,,274.5 FL PER SDRSD D ­_q ----- --- WEEP HOLES THROUGH CONSTRUCT MASONRY WALL TO DRAIN PLANTER RETAINING WALL PER DETAIL I SHEET 16 SECTION C-C NOT TO SCALE 10.11 CONSTRUCT 6" X 16" 2.0' 4"ATRIUM GRATE SPACED EVERY20' PCC FLUSH CURB 0. C. (TYP.); DISCHARGE THROUGH RET WALL 276.5 TIN CONSTRUCT AC DRIVEWAY; 273.5 BW 4"AC OVER 6" CLASS I/ I EXISTING MIN OR PER GEOTECH REC. GRADE 273.5 TW 268.5 BIN 4.8 UNIT CONSTRUCT MASONRY RETAINING WALL PER 2-i 7 fi 1) FF 2690., DETAIL I SHEET 16 PAD = 268.5 r 2'WIDE PLANTER 41 GRAVEL BACKFILL LAYER ..... .. . .. .. .... & UNDER DRAIN PIPING PER GEOTECH CONSTRUCT DEEPENED RECOMMENDATIONS 'L 1-1; , FOOTING PER ARCH PLAN WEEP HOLES THROUGH DEEPEN FOOTING TO WALL TO DRAIN PLANTER AVOID SURCHARGE ON WALL SYSTEM (TYP.) SECTION D-D LOT D OPEN SPACE LOT 9 NOT TO SCALE 5.3' EXISTING UNIT 13 GRADE FF = 266.2 '?C MAX 2916 MIN PAD 265.7 (Typ. --,71�-TO DAYLIGHT / DEEPEN FOOTING AS NECESSARY TO 1 LY INCREASE EMBEDMENT ADJACENT TO CANYON TO SATISFACTION OF GEOTECHNICAL ENGINEER SECTION E-E NOT TO SCALE 22.0' TO FACE OF WALL PAD EXISTING - FG = 284.0 GRADE INSTALL 2'WIDE TYPE B'PCC BROW DITCH 75; 273.5 FL PER SDRSD D H ..... ...... kA I 1, i ly 273.5 TW 267.5 BW@ 266 5 B I -j F 7� 11 1--d J1 267.5 FG l INSTALL 18"PVC T STORM DRAIN CONSTRUCT GEOGRID GEOGRID REINFORCING KEYSTONE RET WALL LAYER PER SHEETS 11 - 14 PER DETAIL SHEETS 11- 14 SECTION F-F NOT TO SCALE la 15.0' DRAINAGE ESMT APN: 258-122-36 -14.8'TO TOP SLOPE LOT 11 LANDSCAPED FG = 265.7 BERM; 265.7 FG 2.0' .. ....... I LIMIT OF GRADING; z . (259.9 FG) ........... EXISTING ajl I GRADE 12"PVC STORM DRAIN @ 0.9%; 261.8 IE SECTION G-G NOT TO SCALE CT PPR&E EXIST. MON. (TYP.) PARCEL 3 PCC BROW DITCH 1299 24 x 24 GRATED INLET; 273.0 TG x @ 1.0% MIN PARCEL 3 274.0 FG PCC DRAINAGE 274.0 FG PM 21299 6. 1' 273,2 FL APRON 1 274.0 TC 4. FL 274.0 FG 24"x 24" GRATED INLET' 273.0 TG < zn ZTALL SPLASH < WALL; 276.0 TW 274. C T x .5 FL 266.5 BW LOT5 6" PCC CURB TO INTERCEPT DRAINAGE 3,0'- I I 2.5' (282.2 FG) (284. 0 FG) . . ....... .. INSTALL 2.5'WIDE TYPE A' PCC BROW DITCH PER SDRSD 0-75,281.1 FL 0.5'BENCH, BEGIN SLOPE ROUNDING APPROX. LOCATION EXISTING GAS MAIN TO BE REMOVED; SEE SEPARATE DRY UTILITY PLAN FL DETAIL INTERCEPT OFFS] TE RUNON NOT TO SCALE ml UNIT 10 FF = 266.1 PAD = 265.4 7774-`�77 INSTALL HMP BIOFIL TRA TION BASIN PER DETAIL SHEET 2 ADDITIONAL CONSTRUCTION NOTES PAD = 267.5 INSTALL of GEOTEXTILE FABRIC LAYER PCC DRAI NAGE APRON L 1 1 i 1 i 17,77 V'PVC DRAIN PIPE, -271.01E SECTION I - I NOT TO SCALE LOTA 260.5BW@FG 257.0 TF - HMP BASIN A 260.5 FG 1_4 dz_ CONSTRUCT MASONRY RETAINING WALL PER SECTION H-H DETAIL 4, SHEET 17 NOT TO SCALE TYPICAL DETAIL - ONSITE SOIL BURIAL NOT TO SCALE 1. FOOTING TYPE AND EMBEDMENT DEPTH SHOWN HEREON FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL FOUNDATION PLANS FOR CONSTRUCTION. 2, BUILDING FOUNDATION SECTION SHOWN HEREON FOR REFERENCE ONLY, CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL FOUNDATION PLANS FOR CONSTRUCTION, ROVESS/ G L No. 80356 W- Exp. 12/31/18 CW\_ - PROP ROW REQUEZA 5.01 STREET 12.5' TO CENTER OF PIPE 2.0% . ..... 18" PVC STORM DRAIN@ 1. 0%; 261.5 IE CONTAMINATED SOIL BURIAL NOTES *ESTIMATED 16.5 CY OF CONTAMINATED SOIL TO BE BURIED ONSITE IN ACCORDANCE APPROVED SOIL REMEDIA TION PLAN **MIN, 7 0 FEET OF "CLEAN" SOIL FROM TOP OF CONTAMINATED SOILS TO FINAL SUBGRADE PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND GURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 Lph 858.259.82121 fK 858.259.4812 1 pleacagineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 9AK BAK TGL UtblUINLIJ bY UNAWN by* UNEUKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. _� AS-BUILT/RECORD PLAN SIRN 211/21 DESCRIPTION: STATION "ENC-30" 12/08/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SECTIONS AND DETAILS FOR: LOCATION: CENTER CDS, NORTH END OAK PUBLIC WORKS DATE: TYLER G LAWSON DATE CREST PARK DRIVE O_Lrotm 710 & 714 REQUEZA ST 13671 -G SbeA/e/ Nawak/ 211121 PLANNING R.C.E. NO. 80356 JESSEfOWFNS L. _IVIAG40SKU APN: 258-141-36, 38, & 39 CITY ENGINEER DATE REVIEWER INSPECTOR TYLER G LAWSON EXP.' 12/31118 DATE E As DATE PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA SHEET 9 OF 19 PLSA 2148-04 RECORD FROM: ROS 18416 ELEVATION: 388-48' DATUM: NAVD88 .-.ri r _ s /• � ! � ` Jam.. /� J \ x er 1 j _i PARCEL 4 PM211299 f., r� ! APN: 258-141-16-06 x f FENCE_. k.._.• � ._ ,-. DAL C A i 3" TO 6" COARSE AGGREG/ EXISTING GROUND 16'MIM PLAN I PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF- WAY 'LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL DETAIL A: CONSTRUCTION ENTRANCE f. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSL OPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCEAND EXTEND IT INTO THE TRENCH. 8 MIN SPACING FOR VEHICLE ACCESS 0 0 o w � CoAmTTRUC.T1b N 3'roP SIGN NOT TO SCALE 2 STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC v� WIRE DETAIL C: SILT FENCE NOT TO SCALE 200' MAX (SEE NOTE 2) DIRECTION OF STREET FLOW SANDBAGS (TYP) x NOTES: c 1. GRAVEL BAGS ARE REQUIRED. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BEAS SHOWN ON THESE PLANS. j 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE r APPROVED EROSION CONTROL PLAN DETAIL D: GRAVEL BAG SPACING NOT TO SCALE SPACING OF ROWS OF GRAVEL BAGS SLOPE OF STREET PAVED STREET UNPAVED STREET 10% OR MORE 25' 25' 18" HIGH MIN 9.9% TO 8% 50' P HIGH MIN 50' � (3 BAGS) 7.9%TO6% 5 9% TO 4% 75' 100, (2 BAGS) 75 1 HIGHMlN EROSION CONTROL LEGEND PROPOSED CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B SILT FENCE PER DETAIL C FIBER ROLL HYDROSEEDING LIMIT OF WORK RUNOFF GAP BETV! ACTS AS SPILLWAY — SANDBAGS (TYP) W=75% DF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS W x 20 '- 30' 5' 31'-40' 7' 4V - 50' 9' 51' - 60' 10.5' 6 f - 70' 12' TR-1 SE-4, SE-6, SE-10 SE-1 n n n SC-5 ---- 'R --- EC4 + + + + + + W W TWO LAYERS OF GRAVEL BAGS WITH rn,no nvrnn nnrn AREA DA DETAIL B: GRAVEL BAGS NOT TO SCALE DESIL TING BASIN NOTE B10RETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY GRAPHIC SCALE I"= 30' 30 0 30 60 90 QRgf ESS/pN a G A N� W No. 80356 Exp. 12/31/18 �t CW531 Ncs SI bN ' ° ° 100 �r '19. 3.9% OR LESS 100' 100` (2 BAGS) � I�/t14RSEc.'T1odV AT 'PT CIVIL qTE OF CAL�FCi� weSTLAKE `^ 4100' '^ "loo"A AIM SITE CA/"AjC r PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fi 858.259.4812 1 plaaengineering com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK BAK TGL _ AS-BUILT/RECORD PLAN slzN 2/1/21 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE �� 12/08/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7-3 lift R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/18 RECO MENDED. APPROVED: JESEE WENS CHRIST PHER L MAG S 1 /1-168 9_ I5)nz JI l DATE DATE EROSION CONTROL PLAN FOR: 710 & 714 REQUEZA ST APN: 258-141-36, 38, & 39 PLANNING CASE NO: 16-211 TMD8/DR/CDP/EIA 13671-G PUBLIC WORKS TYLER G LAWSON DATE Steve, Nowak, 2/1/21 PLANNING RECORD FROM: ROS 18416 ELEVATION: 388-48' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER INSPECTOR I SHEET 10 OF 19 PLSA 2148-04 LO 0 a U S ww- Qm0c) UpzLO N ¢Ln 06a_. Ww w �t v) 04 I _ r ib NLn O g N C co LO U Z 0D LO dLOa REQUEZA HOMES - ANCHOR RETAINING WALE PLANS 1.0 SCOPE OF WORK 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRID REINFORCED SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE GRADING PLAN BY PASCO, LARET, SUITER & ASSOCIATES, UNDATED. 2. WORK INCLUDED: A. FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. FURNISHING MIRAFI STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. STORING, CUTTING AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREAAS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. 2.0 REFERENCE DOCUMENTATION 1. PASCO, LARET, SUITER & ASSOCIATES, GRADING PLAN, UNDATED. 2. GEOCON, INC., PRELIMINARY GEOTECHNICAL INVESTIGATION, PROJECT NO, G1683-11-01, DATED FEBRUARY 3, 2014. 3. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS 1. RED ONE ENGINEERING, INC. (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. RED ONE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT; COST OF ADDITIONAL SUBSOIL EXPLORATION; AND FOR ALL LABOR TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE OWNER SHALL BE RESPONSIBLE FOR ALL SUCH COST. 3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS. 4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS WITHIN THE AREA OF CONSTRUCTION. 5. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S), INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. G. SEGMENTAL RETAINING WALLS ARE FLEXIBLE STRUCTURES (VS. RIGID AS IN CMU WALLS) AND ARE SUBJECT TO POST CONSTRUCTION SETTLEMENT AND MOVEMENT, ALL IMPROVEMENTS (LE. PAVEMENTS, CURBS, TRASH ENCLOSURES, UTILITY LINES ETC.) SHOULD BE DESIGNED TO HANDLE DIFFERENTIAL SETTLEMENT UP TO 1% OF TOTAL WALL HEIGHT. 4.0 GENERAL NOTES 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0. CHANGES TO THESE PLANS OR DOCUMENTS, INCLUDING GRADING, DRAINAGE, UTILITIES, SURCHARGE LOADS OR GEOTECHNICAL PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS. RED ONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED. 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR VERTICA BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 3, LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. RED ONE ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR. 5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 3. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS I. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: 2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH ATOTAL FACE AREA NO LESS THAN 250,000 SQUARE FEET. 3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS. 4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN. 6.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: ANCHOR RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS. 2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID AS SHOWN ON THE DRAWINGS. 3, LEVELING PAD BASE A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 1 INCH 100 3/4 INCH 75 TO 100 NO. 4 0 TO 60 NO. 40 0 TO 50 NO. 200 0 TO 5 B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS). 4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 1 INCH 100 3/4 INCH 75 TO 100 NO. 4 0 TO 60 NO. 40 0 TO 50 NO. 200 0 TO 5 PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY a VISTA, CA 92081 TEL 760 509 0079 FAX 760 509 0078. y, G!CMD RETAINING WALL SYSTEMS, INC prepared by Vgof ES r*,ed1295 distribution way��` M.y, Vista ca 92081 z phone 760.410.1665 W No. 58429 x facsimile 760.509.0078 one matt@red1engineering.com *Tq CIVI\. lF OF CAL\4�� engineering Inc 6.0 MATERIAL NOTES (CONT.) 5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 3 INCH 100 NO. 4 20 TO 100 NO. 40 0 TO 60 N0, 200 0 TO 35 A. THE PLASTICITY INDEX (PI) SHALL BE LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE (3) INCHES. C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML, CL, OL, MH, CH, OH OR PT. D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A. E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS. WHETHER ON -SITE OR IMPORTED, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 6. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM F405. 7. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. 7.0 FOUNDATION SOIL NOTES 1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT, 4. FILL OVER -EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 8.0 BASE COURSE NOTES 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM). 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. 3, PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED, 9.0 ERECTION NOTES 1. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 2. GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT, MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE -BY -SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. 6. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS, FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. 7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. 9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. 10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS. a. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. d. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND -TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND -TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. f. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT, AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. h. RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER -TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 10.0 BACKFILL PLACEMENT NOTES 1. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE HAND -OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED. A. ONLY LIGHTWEIGHT HAND -OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT, B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. D. MOISTURE CONTENT: AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE, 5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON -FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND/OR GRAVEL. ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. 11.0 CAP UNIT INSTALLATION NOTES 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION, 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT, 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 12.0 WALL CONSTRICTION TOLERANCE NOTES 1. WALL CONSTRUCTION TOLERANCES: A. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: B. 1. STRAIGHT LINES: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL, 6.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES. B.3. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. 13.0 UTILITY NOTES 1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS. 2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATERTIGHT. NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM. 4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. 14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES 1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. 2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER'S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE. A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND -OPERATED COMPACTION EQUIPMENT. 5. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALL CONSTRUCTION, INCLUDING SOIL IN THE FOUNDATION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFY COMPLIANCE WITH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES. 15.0 STATEMENT OF SPECIAL INSPECTIONS 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH CBC SECTION 1704.5. 2. SPECIAL, INSPECTION WORK IS TO BE PERFORMED BY THE PROJECT GEOTECHNICAL ENGINEER. 3. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: A. UNIT DIMENSIONS. B. ANCHOR WALL UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959. C. FOUNDATION PREPARATION. D. UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION. E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. F. BACKFILL PLACEMENT AND COMPACTION. G. DRAINAGE PROVISIONS. 3. TYPE AND EXTENT OF SPECIAL INSPECTION: A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. 4. TYPE AND EXTENT OF EACH TEST: A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION. B. CONCRETE UNIT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT. C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL. D. ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION. E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS. F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDS OF BACKFILL PLACED. G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL. 5. SEISMIC OR WIND RESISTANCE: A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. 6. STRUCTURAL OBSERVATIONS: A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1704.6. 7. SPECIAL INSPECTION NOTES: A. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE BUILDING INSPECTOR. 16.0 SUBMITTALS 1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO REDONE ENGINEERING PRIOR TO THE START OF SEGMENTAL WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION. 17.0 ANCHOR WALL DESIGN NOTES 1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT" WITH THOSE ASSUMED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. SOIL DESIGN PARAMETERS: A. REINFORCED SOIL: PHI = 29 DEGREES C= 0 PSF GAMMA = 130 PCF RETAINED SOIL: PHI = 29 DEGREES C= 0 PSF GAMMA = 130 PCF FOUNDATION SOIL: PHI = 29 DEGREES C= 0 PSF GAMMA = 130 PCF 3. DESIGN PEAK GROUND ACCELERATION (2/3*PGAm PER 2016 CBC AND ASCE 7-10): 0.3213 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION, GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6.5 THIS SHEET 5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 6. LATERAL EARTH PRESSURES ARE DETERMINED USING COULOMB EARTH PRESSURE THEORY 18.0 ANCHOR WALL ICC REPORT ANCHOR WALL SYSTEM APPROVED FOR USE WITH MIRAFI GEOGRID IN ICC-ES REPORT ESR-1959 19.0 APPLICABLE BUILDING CODE ALL CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE 20.0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 11, TITLE SHEET AND NOTES SHEET 12. ANCHOR WALL PLAN VIEW SHEET 13. ANCHOR WALL PROFILE SHEET 14. TYPICAL WALL SECTION AND DETAILS SPECIAL INSPECTIDN FINAL REPDRT PREPARED BY GEOCON, INC. DATED APRIL 25, 2019 ON FILE \KITH ENMNEEIZMG D041S►ON 5TKUCTUKAL PLAN SHEETS REVIEw> o SY ESGIL, A SAFEDUILT COMPANY AS PLAW CHECK NUNIBER 18-372 DATED 031oL/2018 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MMM MMM MMM 3 AS -BUILT / RECORD PLAN SRN 211121 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE 12/7/2020 �NGINEEME INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: / R.C.E. NO.: 68429 - MA HEW MERRITT EXP.: 9/30/2019 RECO MENDED: APP OVED: IAc'K`� JESSE WENS CHRISTO ER L. MAGD SKU CITY ENGINEER - DATE /-I DATE ANCHOR RETAINING WALL PLANS FOR: 710 & 714 REQUEZA ST APN: 258-141-36 38 , & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13671-G PUBLIC WORKS DATE St-wal� 211121 PLANNING RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 CHRISTOPHER L. DATE MAGDOSKU REVIEWER INSPECTOR SHEET 11 OF 19 J 00 rn Ln O 00 R:\1 Active projects\Requeza HomesNConstruction Drawings\C720-18005NNO.dwg, SHEET 1, 5/4/2018 11:03:58 AM / « � qg LIMIT OF GEOGRID REINFORCEMENT (TYP.) ---- | 280 77 9 HP ik N. 274 117 265 'X� TI ON NOTES CONSTRUC 1 GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEA SEE PROJECT GRADING PLAN FOR SITE INFORMATION. Jf '2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, IN IT SHALL BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL E t! it 1 7 IFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL TI ON. CONSTRUC -264 '$��3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. 03 — — — — — — — — — — -- NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. GEOGRID, INC. TO PROVIDE SUBDRAIN STUB OUT AS SHOWN ON THE WALL PROFILES. THE GENERAL CONTRAC 77 TOR/DEVELOPER IS RESPONSIBLE FOR PROVIDING CONNECTIONS AND/OR OUTLETS AS SHOWN ON THE WALL PROFILES AND IN ACCORDANCE WITH THEIR CIVIL ENGINEER. ti ANCHOR RETAINING WALL PLAN V1 EW SCALE: 1"= 20' PREPARED FOR THE EXCLUSIVE USE OF prepared by 1295 DISTRIBUTION WAY FESS/ T 1295 distribution way **e ado " r phone 760.410.1665 No. 68429 facsimile 760.509.0078 D o n matt@redlengineering.com 1P CIVI\- RETAINING WALL SYSTEMS, INC engineering Inc CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I —DRAWN BY: F—CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT / RECORD PLAN SIZN 2�1�21 DESCRIPTION: STATION "ENC-30" INTDATE PLANS PREPARED UNDER SUPERVISION OF RE MMENDJ�D: APPROVED: ANCHOR RETAINING WALL PLANS FOR: LOCATION: CENTER CDS, NORTH END OAK 12/7/2020 PUBLIC WORKS DATE: 713,0119 1 AA. - CREST PARK DRIVE 'ENGINEER'S NAME DATE ctx"A� CA&A"U&14f 710 & 714 REQUEZA ST 13671 -G St -ewe/ Nowak 211121 PLANNING R.C.E. NO.: 68429 JESSEJOVVENS CHRISTOfTRER L.-MAGOOSKU APN: 258-141-36, 38, & 39 RECORD FROM: ROS 18416 CHRISTOPHER L. DATE REVIEWER CITY ENGINEER I I FINSPECTOR I JgMA&TT�E ' EXP.: 9/30/2019 5A­T_1 __�h DATE PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA SHEET 12 OF 19 )1Active projooto\RoquoaaHnrnee\Conotruc(ion[)rawinQoVC72U'18OO5NNO,Jvxg.SHEET 2`5/4/2D1811:03:59AM H/4--1 REINFORCEMENT H/4 BEYOND PRIMARY 14" THE CORNER AT ALL STRENGTH f 8 z REINFORCEMENT ELEVATIONS DIRECTION ;t yy r'T4 H/4 EXTENSIONtt EXTEND GEOSYNTHETIC REINFORCEMENT BEYOND BACK ¢ Y "`'§. .,`.-�;,:;'-}"� 4-:°.. e TO WITHIN 2" OF LOWER BLOCK FACE 7 S Of BLOCK 9" 3" 4 f ua 4$ 9„ MINBEVELED VERTICA UNIT CORNER UNIT Z �,� ' � ��, 911 MIN. -- F--- v I RI - PRINCIPLE .. �Sil G a _ I011 REINFORCEMENT DIRECTION , �� A 17.25 10 IT25" PLACE GEOGRID OVER LOCATORNOTCH NATIVE SOIL f (fINIMUM COMPACTED 4" CAP UNIT 8" CAP UNIT GRAVEL LEVELING PAD AnchorTM Vertica® Retaining Wall AnchorTM Vertica® Retaining Wall AnchorTM Vertica® Retaining Wall nchorTM Vertica® Retaining Wall AnchorTM Vertica® Retaining Wall A 90-DEGREE INSIDE CORNER W/ GRID B 90-DEGREE OUTSIDE CORNER W/ GRID C )REINFORCEMENT CONNECTION DETAIL K�DNEVELING PAD STEP DETAIL E SOMETRIC BLOCK VIEWS !4)NOT TO SCALE Q4'/)NOT TO SCALE 14 NOT TO SCALE 14 NOT TO SCALE 14 NOT TO SCALE - NOTE USE ADHESIVE ON EXPOSED PARTIAL UNITS �f'1ttF �4u"s CUT UNITS (X) TO MAINTAIN RUNNING BOND ,v,• 4iif. R^' •! mF ,. "u'.gyp B mSM t l x` l ,FIRST SECOND FIRST SECOND COURSE sp COURSE P ,/ COURSE ,' COURSE ANY FENCE OR GUARDRAIL WITHIN Y OF TOP /\ f, \✓'\f�' �'%\f�\�`f\f\/, \f FACE OF WALL WILL REQUIRE SLEEVE -IT 1224RSPILIT " > A TO MATCH (TYP)VE CORNER i 3 ;�\\\ FOURTH x, W COUIRSE COURSE \' \\' \\` \1\\\\\f\\'\�f\\\\\ THIRD FOURTH r { f r COURSE COURSE \ r r` ff /\ �'\ f\ffi /z N `i'° ,r' f x` `�`\\f\\!�\`\\fir\\ \\�f\\f\,<\r''\\/f\\ CAP UNIT PER PROFILE i ` f r '' f f f f rr' f \". A % f ' ff \a,\f/\\\//\�\f\ff\/\�';\r\,\,�\�f\f.\; BEVELED UNITS, \< f BEVELED UNIT ; ; \\::\ r; o`\,%\` \\ \\ \\ \`\ \`� \°, \`, I S f% TM ® W o ® \\f\\ N rAnchor Vertica Retaining Wall AnchorTM Vertica® Retaining Wall 2 VERTICA BLOCK - t,/f_,!r \,�\,f,�, F 90-DEGREE INSIDE CORNER G 90-DEGREE OUTSIDE CORNER f``�i �f\r�f Q!,)NOT TO SCALE 14 NOT TO SCALE /''�, \ '\ f``�, `\, \,,f'\/�,• \ \ \, \ \ W GEQGRID LENGTH `% \r�\\f�'/``,';d;`\`\�\�f\l �/''�,fr�,`df\`{✓`\ x 24' WIDE DRAINAGE COLUMN\ f4" CRUSHED ROCK REINFORCED SOIL \\ ff'r _ ✓/Af,✓.rf,�i",., fjfj if sf �f °fe ' Ff ,-, :�w - , . _`•'�.r`\\r`\\,,A�VA,�A/\`,,fV\ \vs'�\\/\\t'\Af � ' FINISHED GRADE PER GRADING PLAN ��i [ f r f,,rf f xff f\ \ FILTER FABRIC BEHIND ,. \ `'� \ ° \ \ ` rf\���f\/\/f\/ 9 I FILTER FABRIC BEHIND '�% r' . �'\i/`'` f/\ .%/\\ �\\j/r� r` 2 FEET BEHIND EXTENDING CMU WALL � TWO BLOCKS, EXTENDING A '\\/r',✓\�1`.\f\r!r %'r �� ,/'f\,'r '`.'r'r<'/°' f' ,. .; '� ''\ f f 2 FEET BEHIND CMU WALL `fit/,r\ Or, �'i\�. FIRST COURSE ; \fir \� SECOND COURSE \ `\,\\ \�\ \ �� \ r\ �°o \,<r,•,\ ; ,/ , - ,' ' ds'` ,fA,�' st'.�' /�/ �/ /,`',,. � :i'� Anchor Vertica Retaining Wall '`\`\ r \\\ f , , ;< , f, /\ \ff H MSE WALL ABUTTING CMU WALL`,/\\,�\`j\\,�'\\j\\,�\\ y �\ \°� `'`°''�\\�' '\ f`a f\'''r\r \''f\ fo'\f\°.. �.+,%\y``✓\"r� \ j \� `\ff r < ' � O �6e ��.�\i Qq'NOT TO SCALE ' ,.' , j,,. ,✓' ,/'` f f r .` '\,f \,f \i' ...�t j ``\ `\ `\ < r' r ' "� \,'\,�� f'��;,����\; s ,/' /' f ' PREPARED FOR THE EXCLUSIVE USE OF prepared by oFEss/ AnchorTM Vertica° Retaining Wall 1295 DISTRIBUTION WAY QR VISTA, CA 92061 ,moo M. I I TYPICAL REINFORCED WALL SECTION TEL 760 509 0079 1295 distribution way �5', �`y FAX 760 509 0078 ;" ,.• vista, ca 92081 �4NOT TO SCALE phone 760.410 1665 W No. 68429 M. facsimile 760.509.0078 D one matt@red1engineering.com *� CIVt\. OF' CA\ \E� RETAINING WALL SYSTEMS, INC engineering Inc CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MMM MMM MMM 3 AS-BUILT/RECORD PLAN EN 2 1 21 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE RECORD FROM: ROS 18416 ELEVATION: 388.481 DATUM: NAVD88 12/7/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF / DATE: 7! za a R.C.E. NO.: 68429 ��_ MATTH W M. MERRITT EXP.: 9/30/2019 RECO MENDED: AP ROVED: JESS OWENS CHRIST HER L MA OSKU 1,( CITY ENGINEER �9_2419 DATE DATE ANCHOR RETAINING WALL PLANS FOR: 710 & 714 REQUEZA ST APN: 258-141-36, 38, & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13fi71 'G PUBLIC WORKS NGIN ER'S NAME DATE Stewe/Nawak/ 2/1/21 PLANNING CHRISTOPHER L. DATE MAGDOSKU REVIEWER11/� INSPECTOR SHEET 14 OF 19 R:\1 Active projects\Requeza Homes\Construction Drawings\C720.18005NNO.dwg, SHEET 4, 5/4/2018 11:04,06 AM I. THE C2 RAL_'TOR SHALL 4ERlF1' DIM3+6ICNB AND SITE CONDITIONS BEFORE 1. C4;l ICFiEfE IN ALL WOFIK SHALT. HAVE THE FOJ-L-O+JIN33 ULTIMATE CO-FW-SSIVE STAIRTMs 1^IORK AND THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY CF STR E?,IGTEI AT 28 DAYS EXCEPT AS MODIFIED BY THME NOTES - ANY DISCREPANCIES. IN NO CASE SHALL DME aCNS BE SCALED "i in A. SLAB ON GRADE (NO SP. iNSP.) "I PLANTS, SECTION$ OR DETAILS CN THESE DRAWINGS. 2. ALL CMISSICN3 AND C0 FLICT5 EEiWEEN THE VARIOUS ELEMMgTS OF THE B. FOOTINGS 2500 4' aF NIORGINLs ORAWI i AND OR SPEGFICATTONS SHALL BE ER7l _*4T TO THE ATTENTION CF THE ENGINEER E PRDCEEDIN:s WITH ANY WOW SO C. WALLS - PSI INVOLVED. 3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SFS-CFiCALLY D. POST TENSION SLAB - PSI SHCHN OR NOTED CAI STRUCTURAL- DIRAWINJGS. NO STRUCTURAL MB EER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. E. GRADE BEAMS CGB'S) - PSI 4. TI-E COWRACTOR SHALL DETERI'INE THE LOCATION OF EXISTIN:s UTILITY F. CAISSONS - PSI SI=RACES iN TI-E AREA TO BE EXCAVATED PRIOR TO 1515C"M OF EXCAVATION. 2. LIGHT HEIGHT C X4Ci;R TE SHALL BE AIR ENTRAINED AND HAVE A DENSITY 5. ALL WOIW1ANSHIP AND MATERIALS SHALL CGT•FORI TO THE RANGE Cr- IS FCF MA>dM M AND too Fi:F MINKft OF T44E 206 EDITION OF TEE 'CALIFORNIA EUILDWs CODE'. 3. Cd'1PI;RE6511,0E STf�NGTH TEST ARTS SHALL BE 9U0111 t0 T14E EN:4EER 6. CONTRRACTOR SHALL SUBMIT REINFOtRiCING STEEL SHOP DRAWINGS FOR W-EN C.ONC.TETE FEQAMES SPECIAL INSPECTICtUSPEC. IN3P. WILL BE FREVOIB4 FABRICATION AND INSTALLATION. REWIRED FOR ALL C.CNG. I -WC GREATER TI-LAN 25M F'Si.) 1. THESE DRAWINGS REPRESENT THE FINISHED 87MMIRE AID DO NOT INDICATE 4. CEMe�IT 846LL to ASTM C-150, TYPE i OR TYPE II. TEE METHOD CF CCNSTRJCTiC K 11-E 024T'RALTOR IS R£SM NSIB_E FOR ALL S. AGGREGATES FOR NOR-14- I-EiGHT CONCRETE SHALL c42FOIE'1 t0 ASTM C-33. TB'�T BRACING, SHORING AND SLFFICIRT NECESSARi' TO ACHIEVE THE AGGREGATE FOR LIGHT WEIGHT CC NCRETE SHALL COW-CRM TO FINISHED STRUCTURE. 6. READY MIX COTE SHALL BE MIXED AND DELIVERED IN AC.CZFVANCE WITH ASTM C-S4-81. AMQ% S NOTES T ACMX LIFES MAY BE USED WITH THE PRIOR APFROvA _ OF THE ENGINEER 1. MAXIMUM DESIGN SOIL PRESSURE: 35" PSF ADMIXTINeE (CC"OLYNG NTH ASTM A4S4) USED TO 1N�E THE MIOR1<41 1LITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE CANTINUOUS FOOTINGS: 2000 PSF SPECIFIED MNrIUM C13 3-4T CCNTENT. (CALCIUM CHLORIDE SHALL NOT ME PAD FOOTINGS: P'SP 8. WATER SHALL BE CLEAN, i ai�E FFX;M DELET£R US AMOUNT OF ACIDS, ALKALIS OR ORSANIC MATERIALS. 2. SEE SOILS REPORT BY: GEOCON INC. 9. TO TURAL DRREP GS15E FORCAST GROOVES, ORA41ENTS,FREM CLERK C LU♦ TO AND FOR EXTENT PROJECT NO.: G 1683-11-03 OF Dl SSICTS, C UR58, AND RAMPS. DATED: APRiL 4, 2015 10 DCYEIS BETWEEN FOOTINGS AND WALLS SHALL ME THE SAME SIZE, GRADE AND SPACING AS VERMCAL- WALL R=-INFOFcW_% (U.O.N). U. SLU"PS: THE MAXIMUM SLUMP SHALL NOT EXMD 4' FOR FOMIN GS, SLABS ON 3. ALL FOOTINGS TO BE A MINIMUM OF: IS' BELOW NATURAL GRADE EARTH AND MASS CONCRETE AND W FOR OTHER CONCRETE (E. DURING 18' BELOW FINISH GRADE TEMPERATURES ABOVE 80 F, MiNCIMLM OF 6" SLUMP IS F£RI SSIBL.E FRoviDED THE MIX DES1644 IS REVISED ACCO;RDINGLY BY Ti-E TESTING LABORATORY. 4. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND M49JRE SLJJ"P IN ACCORDANCE WITH T'E1HOD OF TEST FOR SLUUP'P' OF TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION 12. FCFZR.ANG lT Ca4CFRM ASTM G43' NO SLEEVES OR CA48M SHALL BE PLACED IN SEAMS, SLABS OR WALLS 5. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM E>(CEP'T AS SHOWN CN PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASE& NO CONDUIT FOOTING CONCRETE 15 PLACED, SHALL BE CHEOCED AND SHALL BE PLACED IN THE CGTICFRETE TOPPM OVER STEED_ DECKING. APPROVED BY A QUALIFIED GEOTEC:i FUGAL ENGNEER TO INSURE 13. SLEEVE F"L'INGs OFENIN53 IN C04CRETE WALLS AND SLAW BEFORE COMPLIANCE WITH THE REQUIREMENTS. 14. PLAGII,* CUJCFREM. BBVD REINFOFRCENE T AROUND SLEEVES. FROUECTIN G CORNERS CF SLABS, P.M" WALLS, CODUMNS, ETC. SHALL BE 6. SIDE OF FOUNDATION MAY BE POURED AGANST STABLE EARTH N.O.N.) FOST ED WiTH A 1' CHAMFER 1. METHOD OF SUPPORTING WWORCiNG PIPE SLEEVES MUST S. CONTIRAC'TOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FAB r_4TICN 6E APPROVED BY THE STRUCTURAL E1,01NEER AND INSTAL.LAATiGN. S. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., Y+• IN THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CCNTRACTOR SHALL ENCOUNTERED DURING EXCAVATION AND BACKFILLiNG. REMOVE ALL LAJMNCE AND DELITRICUS MATERIAL TO PROVIDE A 'S. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL SURFACE AND USE A BONDING AGENT THAT PRODUCES A H134M STRE aTH JOINT THAN THE CONCRETE L- PC + 29% MNIM,1`1. RETAINING WALLS UNTIL ATTACHING FLOORS OR SLABS ARE COMPLETELY il. C04CWM COVER SHALL BE N ACC'.OFRDANCE WITH SECTION 1.1 OF Acl 318. IN PLACE AND HAVE ATTAINED FULL STRENGTH,OR SHEATHED. IS. DO NOT DISFLACE REBAR FRAM THEIR INTiR40ED POSiTIONS 10. FOOTING BACICFILL AND UTILITY TRENCH BACi¢iLL WITHIN SPECIAL MIMES: BUILDING AREA SHALL BE MECHANICALLY CalFACTED IN 14SPECTM GMERAL�y� LAYERS, FLOOM43 WILL NOT BE PERMITTED.(U.O.N.I I. THE OWNER OR THE REGISTERED DESIGN FfR:;FESSICNAL N RESFO`SIB.E CHARGE ACTIN'S AS THE OWNERS AGENT SHALL EMPLOY ONE OR MORE EIE14-0RCM STEEL SPECIAL INSPECTORS TO PROVIDE INSPECTION DUB CCNSTIRCUTICN CN THE I. REBAR GRADES SHALL BE: TYPES CF WOW LISTED N THE STATENBNt OF SPECIAL INSFECTIONS. THE A. 04 AND SMALLER: GRADE 40 SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHAU- B. *5 AND LAtRCsER: GRADE b0 DEM cNSTRATE co-FET$NCE, TO THE SATISFACTION CF THE BUILDING; O FICIAL, FOR INSFECTION OF THE PARTICULAR TYPE OF C"TRiCTICN OR OPERATiO'N 2. CONCRETE COVER FOR REBAR SHALL BE: REQJIRING; SPECIAL INSPECTION A. CONCRETE POUND AGAINST EARTH: 3' 2. TEE CCNSTFRU t1CN INSFECTICNS LISTED ARE N ADDITION TO THE CALLED MATERIAL, SYSTEM, COMPONENT AND TYPE OF SPEC. INSP. INSPECTION NOTES CONTINUOUS PERIODIC WORK REQUIRED TO HAVE SPEC. INSP. MASONRY (LEVEL U: AS MASONRY RY CCNSTRUGTICN WaGINS, TEE FOLLOWING SHALL BE VERIFIED TO ENS CAMPLIANCE: A. FRTORTiON3 OF SITE -PREPAID X MORTAR B. CCNSTRJC'TICN OF MORTAR JOINTS X C. LOCATION OF REINF. X T14E INFECTION PROGRAM SHALL VERFY: _ X A SIZE AND LOCATION OF THE STRJCIiRAI_ ELEME NT$ X B. TYPE, SIZE AND LCCATICN OF ANCHORS C. SPECIFIED SIZE, GRADE AND I T OF X FRE ORCINGs X D. WELDING CF REINF. E. PRETEC I ICN OF MASCNRY F FRI iM HOT X OR COLD PRIOR TO GROUTING THE FOLLOWING; SHALL X BE VERIFIED: X A GROUT SPACE IS CLEAN B. PLACEMENT OF R -ORCIN EiN3 X 1-IV C. /:- OR MIN OF SITE -FRS ARED GROUT X D. CONSTRtJCTICN CF MORTAR JOINTS X GRWT PLACEI" 1 SHALL BE VERSED TO ENSURE CA"IP!_IAhCE WITH CCOE AND X CCNSTRUCTICN DOCU104T PROVISIONS. PRE-'ARATiON CF ANY REQJIIRED GROUT SPECIM , MORTAR SPF-CiMEN3 AND/OR X PRISMS SHALL BE OBSERVED. CCV1PL-IANCE RTH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. 1,1480 RY FONDATLCN WALLS CONSTRUCTED IN ACCORIDANCE WITH TABLE NOT .REQUIRED 1805.50), IS05.5(2), I&M.W3) OR iEM.5(4). SOILS: VERIFY MATERIAL BELCH FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN aE4RIWs X CAPACITY VERIFr EXCAVATIONS ARE EXTENDED TO PROPER DEPTI-1 AND HAVE REAf.EED X FAR MATERIAL CLASSIFICATION AND TESTING OF =NTRtOLLED FILL MATERIALS X VERF'r USE OF PROPER MATERIALS, DENSITIES AND LIFT THICIQESSES DURING X PLACE7"ENT AND CO'PACTICN Cr CONTROLLED FiLL PRIOR TO PLACE ENT 0: CGNiR01.LED FiLL, OBSERVE SU15GRADE AND VERIFY THAT SITE HAS BEEN F EPATeED PROPERLY X SPECIAL INBFEGfIGN FET20Rf PIREPAJiED MY GEOCON, INC. DATED 8 / 26 / -19-is GN pu WITH TEE mr-AhEERNG DIVISim 0 BAR DIAMETER AND MINIMUM LAP SPLICE/ANCHORAGE LENGTHS BAR SIZE 03 04 S Y, 01 ►8 f9 010 MI BAR DIAM.0 INCH) 3/8 1/2 5/8 3/4 1/8 1 1 1/8 1 114 1 3/8 MAS. LAP/ANHORAGE (NCH) 18 24 30 36 42 48 54 60 66 CONC. LAP/ANHORAGE ( INCH) 10 12 23 21 43 54 66 81 91 MINI UM REINFORCING 5ENDA400K EMBEDMENT REQUIREMENTS BAR SIZE -4 9 % •1 -8 9 14101 '11 EMBED. (INCH) I 6 1 10 1 12 1 19, 1 11 1 19 1 21 1 23 . __ VVT9. STEM REINF. G.M.U. WALL d db Q 90 BEND OFFSET HOOK U to db• DIAMETER OF BAR R 3d b FOR 42 TO +8 FOUND. R - 4d b FOR 9 TO Nl OWL. TYPICAL. BAR BEND (CONC. AND MAS.) a tl °'i S Z lu 2'-0' MN.N.O.N.) 2'-0' MIN.(U.O.N.) PER SOH. -CON PER SC:EI.-CON 1 4ft MAS. OR 48c� MAS. MIN. I I/2 D1A. OR 11/2' MIN. GL. *: MIN. FTG. DEPTH • (BEND EMBED + 3") FOR PARALLEL BARS **: SEE SCHEDULE ABOVE FOR MIN, REINFORCING TYPICAL :SPLICE 5ENDA400K EMBEDMENT REQUIREMENTS REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL DESIGN CRITERIA: DESIGN CODE: 201(o CBC WIND ULTIMATE DESIGN WIND SPEED: 110 MPH NOMINAL DESIGN WIND SPEED: 85 MPH RISK CATEGORY: It INTERNAL PRESSURE COEFFICIENT: 10.18 WIND EXPOSURE: 15 COMPONENTS AND CLADD ING PRESSURE: 15.14 PSF LAP PER TYP. DURING CONCRETING;. ,� WALL PER PLAN (MIN.) u LAP PER SCSI. (MAX.) ADDN'L. REINF. TO FOLLOW SAME -6" PROFILE AS STEPPED FOOTING (MIN,) (MEIN.) WWERE APPLICABLE. REF. 'GENERAL GONST. REQUIREMENTS OF MAS. RETAINING WALLS' DETAIL THIS SHEET. REF. TYPICAL WALL SECTION($) FOR FOOTING SIZE 4 REINF. TYP. STEPPED FOOTING MIN. LAP, PE LAP OUTSIDE SON. (24T41N) BAR AROUND MIN. LAP. PEF \ CORNER SOH. (24T11N) (U.O.N.) TYPICAL TYPICAL CORNER INTERIOR DOUBLE LAYER REINFORCING TYPICAL TYPICAL CANNER INTERIOR SINGLE LAYER REINFORCING WORK THIS SECTION WITH "REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL' TYPICAL REINF. AT INTERSECTION OF MASONRY AND CONC. WALLS AND FOOTINGS B. CONCRETE EXPOSED t0 WEATHER: i FEC1'ICNS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE SPECIAL 04 MIN. X 48" LONG I. 05 AND SMALLER: lei' INB=ECTTON 15 N ADDITION TO, NOT A SUBSTiTUE FOR INSPECTION REQUIRED SEISMIC EPDXY COATED, STAINLESS 2. % AND LARGER: 2" TO BE PERFORMED BY A CITY BUILDING INSPECTOR OR GALVANIZED SMOOTH 3. UNBENT MORE THAN CNE CATEGORY O= WORK FREMIRING: SPECIAL INSFECTICN I5 ALL FUTURE FOUNDATIONS (BY OTHERS) RiSK CATEGORY: I k BARS MATCH (H) WALL (V) REV PER SGHEP. C. CONCRETE NOT EXPOSED TO WEATHER: ? TO BE DEEPENED AS NECE86ARY FOR TwetNF. SPACING. DIP ONE I. "Ii AND SMALLER: -ys SIMULTANEOL°L7 OR THE LOCATION OF THE WC)I�C IS SUCH THAT 1.1 LINE EXTENDING DOWNWARDS FROM SEISMIC IMPORTANCE FACTOR:1.0 DIP ONE END N GREASE END IN GREASE PRIOR To (H) REINF• FM TYP. eEcrloN It CANNOT BE 05SERVED PER THE STATEMENT CF NSPECTIONS AND SECTICN U TOE OF FOOTING TO AVOID MASONRY STEM OR SLEEVE FOR BOND 2. +14 ,AND LAR43ER: 06, 1105 CF THE BUILDING CODE, IT SHALL BE THE AG;iINC.'Y s FESF�7�S"31l UTY To `" SS : 1.14E SDS :0.7 B& BREAKGROUTING 3, REBAR DETAILING AND PLACEMENT SHALL BE IN EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT THE 51 : 0.442 SDI: 0.45E ACCORDANCE WITH THE "MANUAL OF STANDARD REGUIF437 INSP-ECTION5 AIRS PROVIDED. PRACTICE" BY THE REINFORCING STEEL INSTITUTE. 4. TEE STECIAL NStEGTOR MUST EE CERi1F1ED BY TEE LOCAL- JURISDICTION, aTYPu(U.O.N,) SITECLASS: D WALL vEFtT Bale i ° MIN. 4. VERTICAL BARS SHALL BE TIED IN PLACE AT THE TOP, DEVELOFNETIT SEIRIACES, IN THE CATEGORY' OF HOW REQUIRED TO HAVE SEISMIC DESIGN CATEGORY: D • WALL VE T 15 BOTTOM AND INTERMEDIATE POINTS PER CBC SPECIAL INSPECTICTL EXCEPTIGTS: A SOILS INSPECTION SHALL BE I�VIDED BY THE GEOTECENICALASIC FORCE RESISTING SYSTEM: CHAPTERS , AND al. 4fH) + 32 MAX.MAxEXTERIOR NON STRUCTRURAL WALLS (d 1 0) (R 2.5) 5. ALL REBAR ANCHOR BOLTS, DOWELS AND INSERTS ENGINEER � RECORD TYP. (U.O.N.) 2'/4 GLR a lo= • p = SHALL BE WELL SECURED N POSITION PRIOR TO 6 � �S °I-L BE BY a 8° C.M.U. �- SIMPLIFIED ANALYSIS PROCEDURE REINF �VIIDDEDEEEP RAKE 8 c,M.U.-M' IU.O.N.). (ASCE 7-10 12.14) PLACING CONCRETE. C. WE�I THIS T.1=Q,1l�IT LS WAIVED BY THE BUILDING CI=FUGAL 2-04(H) CONE. -TYP (U.O.NJ w EA. s, . f1' MM. FJ+. BIDE) 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP STEM THING. CHANGE-TYP. 5. IT S THE REOR INS 1 INSPECTION a= THE Y AT LEAS R e NOTIFY owj THE SPECIAL © EQUIVALENT LATERAL FORCE PROC. D "ION CAP pRAWIW.sB FOR REVIEW BEFORE FABRICATION AND INSPECTOR OR INSPEGTICN AGENCY AT LEAST CNE WCRGIt�Cs DAY PRIOR TO e INSTALLATION. FEFF-OWING .ANY WORK THAT REQUIRES SF ECIAL INSFECTION. ALL HOW 04(H) CONT,FIRST COURSE (ASCE 1-10 12.8) 1. WELDING OF F;EINFORCING BARS SHALL C 74FORI TO INSTALLED, , OR COVERED WITHOUT IREQJIR£D SPECIAL c. 1�PDXY rAA L FULL EIEKsI tT FILL MATERIAL AWS Di.4-05. EWXX ELECTRODES SHALL BE USED INSPECTICN IS SUBJECT TO R3" ovAL CR £ . FOR BAR TO BAR 4 E10XX ELECTRODES SHALL BE b. A FiROPERTY OV4ER'S FINAL REPORT FORT FOR WOFT< REQUIRED TO HAVE STAINLESS OR USED FOR REINFORCING t0 STRUCTURAL STEEL. SPECIAL INSPECTIGN5 AND STRUCTURAL CBBERVATI IsS MUST BE CO"IPLETED i I� BY TI-E PROPERTY CHNW )ARTY O�ER'S AGENT CF FRECCRD. MASOi�Y NOTES (CBC CHAPTER 21) ARCHITECT OF RECORD OR EN31 NEER OF: w-cGRD AND SUBMITTED To THE 2 1/2' CLR • 12" 1 INSPECTION SERAUCTIOCES DIVISION. 4 3' CLR i6' EXPANSION JOINT DETAIL (PLAN VIEW) I. GONC�T£ MASONRY WALLS SHALL HAVE A MINIMUM 28 1. TEE GONSTR1CTtCN MATERIAL.$ TESttNYs LAF30RATCtRY MIST BE APPROVED C.M.U.-TYP. DAY COMPRESSIVE STRENGTH OF F'm • 1500 1064. BY THE LOCAL JJRIWICTICN, pEyELOPt-F3yT °SERVICES, FOR TESTING COMPRESSIVE STRENGTH OF MASONRY MUST BE MATERIALS, SYSTEM, C01P0,IE]NTS AND, EQUIF"8N'TS. APPLY e Iroo' MAX. CMU CONTROL JOiNT VERIFIED BY PRISM TESTING PRIOR TO AND DURING S FABRICATOR MUST BE REGISTERED AND APPIRDvED BY THE LOCAL l] ® CGNTS'TRUCTION AS SPECIFIED IN GBC SECTION 2105. .AURSDIGTIO, DEVELOPMENT SERVICES FOR TI-ER FABCA'TIONS OF MEMBER°i BAR LAPS ABV. 4 BELOW SHALL APPLY s 401 MAX,NOT COINCIDE At THE (. a�r WT� SPECIAL INSPECTION IS REQUIRED UNLESS OTHERWISE AND ASSEMBLIES CN THE PRE7'118ES OF THE FABRICATORS SHOP S SAME SECTION NOTED ON THE PLANS OR DETAILS. FABRICATOR SHALL SUBMIT AN 'APPLICATICN TO 1WO1RM OFF -SITE FABRICATION' TO THE tNSPECTICN SEFeACES DIVISION PRIOR TO 2. CONTREMASONRY UNITS SHALL BE MINIMUM MEDIUM tT O� FABRICATION, FABRICATOR SHALL SUBMIT A'CERTIFICATE WEIGHT UNITS GONFOR 11NG TO ASTM C 90, TYPE I, WITH OF COMPLIANCE FOR OFF -SITE FABRICATION' TO TI-E INSPECTION SERVICES 04(H) • 24' MAX. W./ 121 1 MAX LINEAR SHRINKAGE OF 0.06% DIVISION PRIOR TO EE7RECI ICN OF FABRICATED ITEMS AND AgSE-IB IES. 2-04(H) w 24' W./ 16' G.M.U. STEM 3. MORTAR SHALL BE TYPE "S" OR IRS', CCN FORMING to g WHERE MATERIALS OF ABSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO z CBC TABLE 2105.2.2.1.2 (MINIMUM IZW PSI AT 28 DAYS) BE LABELED, SUCH MAMMALS AND ASSEMBLIES SHALL BE LABELED BY AN 2 1/1" CLR w 12" 4 •.. NO PIPES THRU WHERE PIPES ARE MORE AND TO ASTM C 1142, AGENCY AFFR:PVED BY LOCAL JURISDICTION IN ACCORDANCE WITH SECTION 4. ALL GROUT SHALL MAINTAIN A MINIMUM COMPRESSIVE 1103• ITS AND MATERIALS TO BE LABELED SHALL BE TESTED, 3' CLR a I6' Q u FOOTING THAN 3 , BELOW BOTTOM STRENGTH OF 1900 P51 AT 2S DAYS. GROUT SHALL BE TED AND L45EL�D N AGC�ANCE WITH THE Pis SET -I cmu cl Q :'. PROPORTIONED AND WITH SUFFICIENT WATER FOR FORTH N SECTIONS 1103.5.1 TIARCLI H 1'103.5.3. �I I ' BAR I I -i ': OF FTGB. FTC. MUST BE POURING WITHOUT SEGREGATION OF G;ROl1T 10, A C£RTIFiCATE O SATISFACTORY CO'FLETION OF WCi0G REQUIRING SPECIAL ELOPED TOE PER GRADING d• PIPE 7O CLEAR LOWEl D $O THAT 36° * MAX. I5 MAINTAINED. • FOUND. OWL. Q W •; �, SLEEVE BY I/2° ". • ` •:t ', 14 NSF£CTTCN M1UST BE CU"PL£TED AND SUBMITTED t0 THE FIELD INSPECTION PLAN (BY OTHERS) � i m ALL AROUND N _ 7EPPED FOOTING CONSTITUENTS. 5. ALL CELLS SHALL BE SOLID GROUTED UNLESS DIVISICN OF THE APPROI�ING MJNiCJPALITY WHERE OCCURS BAR 2 WATERPROOF, DRAINAGE . NOTICE TO TEE APPLIC.A?MCREW CR-EMS AGENT/ ARCHITECT OR ET R 4 BAGKFILL PER SOILS Q OTHERWISE NOTED ON THE PLANS. IlOF RECORD: BY USING TEN5 f� 1I I I CCNSTRIUCTION � FOR z REPORT REQUIREMENTS 6. ALL HORIZONTAL I iNFORCMENT SHALL BE PLACED IN CANSTFiCTiOd/N5TALLATICN CF THE WORK SPECIFIED HEREIN, YOU AC#E TO 2:1 MAX. i 04 CONT.w -NO HEAVY EQUIPMENT NO PIPES TO PASS THRU BOND BEAM OR LINTEL BEAM UNITS. COMPLY WiTH TEE 1�Q11R1EMETITS CF CITY O= SAN DIEGO FOR SiEGAL FIRST COURSE ALLOWED CONC, FILL TO BE PLACED BEFORE FOOTING T WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER INSPEC 01`A STRRUCTURAL STATEMENT OF SPECIAL iNSF£CTIONS AND, AS - COLS. OR COL. FTGS. OR HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED / IS POURED. MAKE SAME WIDTH AS FOOTING S. fEQ,ll� BY TI-E CALIFCRNIA CCNSTRJLi'IGN CODES. AND POUR BULL WIDTH OF PIPE (BENCH i UNDER COL. FTC. _ MN. la. NOTICE To THE caNTR. USING BUILDER/ INSTALLER/ 51 C caNTR 4 Tow PIPE PERPENDICULAR TO FOOTING PASSING UNDER FOOTING BY STOPPING THE GROUT POUR I�z' BELOW TL4£ TOP OF �_BUILDER: BY USN.^; THINS FER'11Ti1D GGNSTRJGTICN DRAWINGS FOR � fL' yy�I � PIPE UPPERMOST UNIT. CONSTRIC'TIOW INSTALLATION OF THE WORG SPECIFIED LAIN, YOU S. ALL BOND BEAM BLOCK SHALL BE 'DEEP CUT' UNITS. ACKNC♦^LEDGE AND ARE AWARE OF, THE FEQUIIRBMENTS CONTAINED N TEE a� WE7-SET 3" ; ; . 18' L TRRENCH 15. PROVIDE INSPECTION AND CLEANOUIT L TOLES AT BASE STATUS ffNT Cr- SPECIAL INSPECTIONS, STPdJGTURAL OBSERVATIONS, OR KEY REINF. PER MN. J d: r OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF CONSTRICTION MATERIAL TESTING AND OFF -SITE FABRICATION OF BUI LDINICs '� d d T1 f'. SECTION a CLR ;.:J ,' PIPE TO CLEAR 4'-0' iN HEIGHT. CO'1PONfTTT.S, CCNTAirED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS eD � ° d i 10. ALL GROUT SHALL BE CONSOLIDATED WITH A iREQUIFED BY THE CAI-IFGRNIA CONSTRJCt1ON CODES. T-O' MIN. TO DAYLIGHT 3 d a d " PI SLEEVE BY IP2 ALL AROUND MECHANICAL VIBRATOR VERIFY W./ SOILS REPORT 11. ANCHOR BOLTS MST BE SET WITH TEMPLATES AND HELD :'•' I I �^.� LEGEND FOR DETAIL 2; 3° ADD'L BARB At iN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE 9, CONTRACTOR HAS THE OPTION OF EXTENDING "BAR 1' TO TOP OF C.M.U. SECTION CLR FOUNDATION STEPS ** '-_t 1 I i INO PIPE THRU I I i . :: ;... OOTING INCH OF GROUT BETWEEN ANC14OR BOLT AND MASONRY Wltia0lT PROVIDING "BAR 2". a WALL FOOTING , : + WALLS. **: CONTRACTOR TO PROVIDE ADDITIONAL 04 w ib" MAX. INCLINED BARS AT BOTTOM OF PER TYP. SECTION �1 I FOOTING ONLY WITHIN WALL FOUNDATION STEPS EXTENDING 2' MIN. HORIZONTAL EACHm d WAY AWAY FROM STEPS. REFER TO 'TYPICAL STEPPED FOOTING DETAIL' THIS SHEET. l) No DIGGING FOR PIPE TRENCH I NOTES FOR DETAIL 2: KEY PER TYP. SEctl PARALLEL TO FTG. \-- -� I. r ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM 12' MIN, WIDTH IU.O.N.) WITHIN THIS LINE Q(LOfESS/pyq� LOCATION AND REINFRAGE/LAP SPLENTICES, ES, H To TYPICAL WALL SECTION(;). PIPE PARALLEL_ TO FOOTING PIPE PASSING THRU FDN. WALL FO i4 J. Fyc 2. ALL BAR ANG40R,AGEA-AP SPLICES, i-LOOKS 4 MIN. STEM HT. REQS. TO ALSO CONFORM TO TYPICAL "REINF. BAR BEND, SPLICE 4 ANCHORAGE DETAIL' THiS SHEET. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE APPLICABILITY OF THE GENERAL CONST. REQUIREMENTS OF GUIDELINES PROVIDED N THIS DETAIL TO ACTUAL FIELD CONDITIONS. 2 TYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS L W MAS. R ETAi N I N G WALLS ' " 47B Ar 4. CONTRACTOR TO LOWER WALL FOUNDATION PROFILE AS NECESSARY TO MEET 'MINIMUM * Expires DISTANCE TO DAYLIGHT' REQUIREMENT PER SOILS REPORT, HTK 5. REINFORCEMENT LABELS USED IN THIS DETAIL (i.a. 'BAR 1") ARE FOR REFERENCE ONLY. 9f30/19 SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING. STRUCTURAL ENGINEERS, LLP t 4288 Danielson Street •Suite #200 •Poway, CA 92064-6819 9T CIVIL. � (858) 679-8989 • WVJWHTKSE.COM • Fax (858) 679-8959 FOP clk CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CiTY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 3 AS-BUILT/RECORD PLAN IRN 211121 DESCRIPTION: STATION "ENC-30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED: APPROVED: GRADING PLAN (LOTS 1-2) FOR: 12-07-20 LOCATION: CENTER CDS, NORTH END OAK PUBLIC WORKS DATE: 3s ,s CREST PARK DRIVE S S DATE 710 & 714 REQUEZA ST 13671 -G Steve, Nowak 211121 PLANNING �/ oo JESS OWENS CHRISTO ER L. MAG SKU RREVIEWER RECORD FROM: ROS 18416 CHRISTOPHER L. DATE R.C.E. NO.: (�� t'Y CITY ENGINEER APN: ZJ�$-141-36, 3$, & 39 1 ELEVATION: 388.48' DATUM: NAVD88 MAC,DOSKU INSPECTOR G1 EXP.: / R DATE ��- /8 DATE PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA SHEET 15 OF 19 0 SEE SHEET 2 F' i , " 1. .j -x / <\ a __ .✓ r' t ` i - ` r, r F i {. r / i .11 r / % _.. .- rtv - _.... - ..,»--" -" _.. ,.,...-_.,«.-_." ; •- g < - --._.-_ e...... -. <t .....-._.__,.--_ .. _...--......, ., - _ _.. t,_) -. k , ; / 1 -- J a ,1fi �.z- : w F' ___,.. 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DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 3 AS-BUILT/RECORD PLAN S2N 2�l�21 DESCRIPTION: STATION"ENC-30" �j Q ) 12-07-20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MENDED' APPROVED: GRADING PLAN (LOTS 3-6) FOR: PUBLIC WORKS — LOCATION: CENTER CDS, NORTH END OAK , - DATE : - g S E S DATE CREST PARK DRIVE StewelNowak/ 2,41121 r R.C.E. NO.: l'5t 0 IESS OWI-NS CHRISTO HER L. MA OSKU CITY ENGINEER- 710 & 714 REQUEZA ST APN: 258-141-36, 38, & 39 13671-G PLANNING5&� CHRISTOPHER L. DATE RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 MAGDOSKU REVIEWER GIN R ni EXP.: 3o i I 9 �ly/1 DATE DATE 7 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA INSPECTOR I SHEET 16 OF 19 LEGEND INDICATE-5 SIORETENTION 5OLI1D GROUT C: IU RETAINING WALL Z$ m u., t 1 7,. I ✓\ x �'i ( � 4. x 1 + m.... _......... . 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'1 fry 1 t+ +#+t'Ft •1•i t+++++t# f+t+++++++++++++#+ ++r +,/1-+4 +�r+ ,Y+ + fti-tth++ •+ +it+^!-+ +�+++'� '`. ++++++ +.+++++++#+++++-Nµ++ ++++++++++++++#+#+++++++++++++++-F--f�+++#+++#++++i III +t #+mot-++-.1+t+�1+++ ++•# ++� ++ �-++�+++_++ +++1'+t+fH-ttt++-H t ++�++-+{+�i' -k}} \ / ,f' °, � , E• / -` ___ +++# T'++++++ +++++++ u++#++ t++ty#++++++++++++++#++++++t++++++++++++++"+T++ I +++ ++ H++f++ +++ ++y+ *+++ t++++++�+++ +++ + ++++�+++#�+ ++�++�1+t+�++i� ��t} � ; � EXISTING FICUS BENJAMINA ++++++ ++++ ++++++t+++ t+++++#+ ++ + ++++++�+++++t+++++++#+t+++ +++++ ++k++tk++# ++4+t + +++ ++ n++ t+ t+ + + + t+ ++,!�++}+ h+ + ti f % csri I 1 + ++ + +++t+ a +++ +++++++++++++++ +++ +++ + + + + + r+:++ + +++ i F F +I+++++ ' 'I+•+: \ 1 TO BE REMOVED (7r DBH) /I I I +++ ++++t+ Oj +++fit++fi+ + + + +++ ++T++f ++++ + r �7 / I ! i I i Ua ++ ++++++++++++t+++ r+ +++ + ++ t+ ++ +++ + +++ + ++1+ + + -�s�t+-'"�- II ! t t + tl + + Sc + t t+�'+t+t+ +tt++++++-F#+++++�+ -F•F +-�t+`�+�+ }+�-#{+ + ++ +++ .r++#+#+ ++ t+y J+++t++�++t# +++�. 1� � !f -19.. .. �_ 19 iV � , 4Y . ...iV_..__ � �� . !( . _ .... _ ._ _ ' _ _ yl_- .".._ ...._ • ,/ � /� f�. i .... �, t\ v E , t�++t+�++�+ +++�- +i+�'+ :++�+++>F++++ ++++ 18 -19- i( i�'-i6_ 1%.1(_.-7 hh.i� II... 7tl'•!! lY fQ - �-- , t 1� I `" � I :. � o <q "9 + + + + + 12.. ,�■ 1u. i� ,i��w, JL� May � L V! _ �. _. � �.....�`--W _ ..�.. -... i. ' _� `� '� ` �' .--'C- -Y(.. !6 � _ N _.-fir If lC {L _ . , �' -'.. _ - -- - _"; Nt — M ......... Nt I AM FAMILIAR WITH THE REQUIREMENTS FOR THE LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USED OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. &i BRIAN GROVE, LAKPAPE ARCHITECT #4704 ' w •- • a STONE'**** GROVE ©� L A N D S C A P E A R C HI T E C T S . . 858.345.1499 WWW,STONE-GROVE.co 200 N. CEDROS AVENUE- SOLANA BEACH, CA. 92075 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 13671-G AS-BUILT/RECORD PLAN SRN 2/1/21 DESCRIPTION: STATION "ENC-39' LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: SEG /lictl4f EXP.: ENGINEER RECO MENDED: APPROVED: ' JESSE WENS CHRIST HER L. MAG SKU /Yfi6 � CITY ENGINEER DATE DATE 710 & 714 REQUEZA ST APN: 258-141-36 38 & 39 > > PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA PUBLIC WORKS ENGINEER'S NAME DATE Steve/No-wak/ 211121 PLANNING RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 CHRISTOPHER L. DATE MAGDOSKU REVIEWER INSPECTOR � 18 OF 1 �_. cJ" __—__ O E) - — -- O _-- E) __ ..._ _ ct ._. SEE SHEET L-2 GRAPHIC SCALE 1 20' PLANT SCHEDULE TREES SHRUBS 0 O 0 O SHRUB AREAS BOTANICAL NAME / COMMON NAME ARBUTUS X'MARINA' / ARBUTUS MULTI -TRUNK ARBUTUS 'MARINA' / STRAWBERRY TREE (STANDARD) CASSIA LEPTOPHYLLA / GOLD MEDALLION TREE CERCIS CANADENSIS 'FOREST PANSY' TM / FOREST PANSY REDBUD GEIJERA PARVIFLORA / AUSTRALIAN WILLOW PLATANUS RACEMOSA / CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA / COAST LIVE OAK QUERCUS AGRIFOLIA I COAST LIVE OAK MULTI -TRUNK BOTANICAL NAME / COMMON NAME AGAVE ATTENUATA / AGAVE ALOE ARBORESCENS / TREE ALOE CHONDROPETALUM TECTORUM / CAPE RUSH HETEROMELES ARBUTIFOLIA / TOYON LAURUS NOBILIS / SWEET BAY SALVIA GREGGII 'PURPLE' / AUTUMN SAGE WESTRINGIA FRUTICOSA / COAST ROSEMARY BOTANICAL NAME / COMMON NAME CALANDRINIA SPECTABILIS / PINK CALANDRINIA CAREX DIVULSA / BERKELEY SEDGE LEYMUS CONDENSATUS 'CANYON PRINCE' / NATIVE BLUE RYE MUHLENBERGIA CAPILLARIS 'WHITE CLOUD' / WHITE MUHLY GRASS MUHLENBERGIA RIGENS / DEER GRASS SENECIO SERPENS / BLUE CHALKSTICKS 0 GROUND COVERS BOTANICAL NAME / COMMON NAME LONICERA JAPONICA / JAPANESE HONEYSUCKLE �EI�f8�f9�iP CONT CITY WUCOLS 15 GAL 16 LOW 24"BOX 12 LOW 24"BOX 5 MODERATE 24"BOX 5 MODERATE 24"BOX 6 LOW 15 GAL 3 MODERATE 15 GAL 5 VERY LOW 15 GAL 11 VERY LOW SIZE QTY WUCOLS 5 GAL 107 LOW 5 GAL 92 LOW 5 GAL 48 LOW 5 GAL 36 LOW 15 GAL 36 LOW 5 GAL 24 LOW 5 GAL 68 LOW CONT SPACING CITY WUCOLS 4"POT 8" o.c. 225 LOW 4"POT 18" O.C. 1,799 LOW 1 GAL 30" O.C. 159 LOW 1 GAL 30" o.c. 335 MODERATE 1 GAL 36" o.c. 301 LOW FLAT 8" O.C. 644 LOW CONT SPACING QTY WUCOLS FLAT 18" O.C. 7,031 SF LOW ROSMARINUS OFFICINALIS 'HUNTINGTON CARPET' / HUNTINGTON CARPET ROSEMARY 1 GAL 30" o.c. SOD/SEED BOTANICAL NAME / COMMON NAME +++++ +++++ NATIVE HYDROSEED MIX +++++ + + + + + BACCHARIS SPP. +++++ ENCELIA CALIFORNICA ARTEMESIA CALIFORNICA RHUS INTEGRIFOLIA HETEROMELES ARBUTIFOLIA ERIOGONUM FASCICULATUM LUPINUS SPP. SALVIA SPP. 9,405 SF VERY LOW CONT SPACING QTY WUCOLS SEED 25,390 SF LOW VERY LOW LOW VERY LOW VERY LOW VERY LOW VERY LOW LOW 5-0 3" Z r'f- Ce% TII0111 AO STEEL POST W/ CAP 'OUND PICKETS 2" O.C. )TE: HEIGHT MAY VARY TO 42" NOTED ON PLAN. 1-3/8" ROUND TUBULAR STEEL RAILS TOP & BOTTOM ht Iron Fence 5' HIGH IRON VIEW FENCE II II II II II II I I II , 1 I { I i i 4 ' I I I I k I I I i I i i 2" I411sj I' AI I :I 2" X 6" TOP CAP t2" X 4" TOP & BOTTOM I I RAIL I 1" X 6" FENCING III W/ 1" OVERLAP I 1" X 4" MID RAIL I (BEVELED TO MEET POOL CODES) II II Y2" X 4" TOP & BOTTOM TRIM II II I, GRADE GALV POST @ 8' O.C. I; 24"I: I. � 1 `I 8" X 24" DOMED I I I :I CONCRETE FOOTING L�J 5' HIGH VINYL/PRIVACY FENCE I AM FAMILIAR WITH THE REQUIREMENTS FOR THE LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USED OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. 4i BRIAN GROVE, VgpAIPE ARCHITECT #4704 1" X 6" TO COVER POST 2" X 4" UPRIGHT 2 %" MACHINE BOLTS " J 2%" SCH 20 TOP VIEW OF BOLT UP POST NOTE CONTRACTOR SHALL USE GALVANIZED NAILS THROUGHOUT ALL WOOD MEMBERS SHALL BE ROUGH SAWN LUMBER, ALL WOOD SHALL BE PAINTED OR SEALED WITH WEATHERPROOF STAIN �O G E 4i� Q C) Ln m 4. c9 s 18 n7 4 12 18 y� 41 FORxA* • 200 N. CEDROSAVENUE. SOLANA BEACH,rr L-3 PLANTING PLAN CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS-BUILT/RECORD PLAN 2N 211121 DESCRIPTION: STATION "ENC-30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED: APPROVED: LOCATION: CENTER CDS, NORTH END OAK PUBLIC WORKS DATE: ENGINEER'S NAME DATE CREST PARK DRIVE 710 & 714 REQU EZA ST 13671-G St -eve/ Novak 2/1/21 PLANNING R.C.E. NO.: JESS OWENS CHRIST HERL.MAGD KU APN:258-141-36 38 &39 RECORD FROM: ROS 18416 CHRISTOPHER L. DATE REVIEWER SEE' RZGHf 1 CITY ENGINEER 9 ,%^� 2D1X > > ELEVATION: 388.48' DATUM: NAVD88 MAGDOSKU INSPECTOR ENGINEER EXP.: DATE DATE ��! PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 19 OF 19