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2011-10808 G (Plans)REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES U Z Z a O H RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER m OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN NIVEN (SEC)AT ( 760 ) CONCRETE WASHOUT MR. RICK SORICH ,G � Go 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT - 801 -6079 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 V) z o W C IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, Z W x 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 STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR O 4 Ui n DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID 816 NEPTUNE AVENUE, U x CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS ENCINITAS, CALIFORNIA 92024 r. Z h v NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT APN' 256 - 011 -12 AND 256 - 011 -04 z l TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE. 3. DEVICES SHOWN ON ' PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED W S m CONVEYED TO AN APPROVED DRAINAGE FACILITY. THE ENGINEERING INSPECTOR. STEEL PANELS /PLATES. UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES LEGAL DESCRIPTION APN: 256 - 011 -12 AND 256 - 011 -04 Z (j to 0 THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES LOT 17 IN BLOCK 11 OF SOUTH COAST Z = ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE PARk NO. 2, IN THE CITY OF ENCINITAS, COUNTY Ld 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OFF -SITE. OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING a GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR TO MAP THEREOF N0. 1859, FILED IN THE OFFICE ,$ J n UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, O 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD EROSION CONTROL' MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED ESPECIALLY SHALL BE (n SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO .SURFACES PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, STATE CALIFORNIA. THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ADEQUATE GROUND COVER VEGETATION; AND BONDED FIBER MATRIX. SITE LOCATION: CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY OWNER'S CERTIFlCATE 816 NEPTUNE AVENUE, 9 REQUEST FOR INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. ENCINITAS, CALIFORNIA Z "PRELIMINARY INCORPORATED HEREON. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS -N_ Z O 2. THE SOILS REPORT TITLED: GEOTECHNICAL RECOMMENDATIONS REPORT, PROPOSED DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE - H MAINTENANCE REPAIRS TO EXISTING RETENTION STRUCTURE, 816 NEPTUNE AVENUE, ENCINITAS, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY VICINITY MAP Of U CALIFORNIA, BY SOIL ENGINEERING CONSTRUCTION, INC., DATED JUNE 14, 2010 ", SLOPE AT THE CONCLUSION OF EACH WORK DAY. AND ADVISE ON THE COMPACTION AND STABILITY OF SCALE: N.T.S. J O Ld uj SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN THE SITE V) Z ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SIGNATURE n;" DATEIA -mil 0 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT UNNECESSARILY; THEY HELP DECREASE EROSION. :. Z 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. MR. RICK SORICH �T W O OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR ¢ U EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTFF 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP NOTES GRASSES TO SHIELD AND BIND THE SOIL. GRADING. /IMP I, R. D. MAHONY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING ROFESS /O 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY Q v MA/y 9 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION �� . C PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON 06 -14 -10 AND FOR AN UPDATE ON N/A . ONE COMPLETE COPY OF THE SOILS REPORT REPLACED OR REPAIRED TO CONDITION PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM OMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF �i EXISTING PRIOR TO GRADING. DRAIN SYSTEM. - ON SITE CONSTRUCTION MATERIAL STORAGE HE CITY ENGINEER. FURTHERMORE HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 16459 rzi STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED e 6- 30513 A 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTIOIJ CONTROL SHALL SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE IN THE GR NG PLA SAND SPECIFICATIONS. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED_ CIVIL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM ENGINEER SURVEYOR. OR A LICENSED LAND 3. ALL IMPERVIOUS AREAS WITHIN THE SITE .SHALL DRAIN TO APPROVED BMP /IMP FACILITIES STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM SIGNED: DATE: RCE NO.: C16459 EXP. DATE: 6 -3Q- a ''" ? TF FE�EFO��\P CAL AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE DRAIN INLETS. STOCKPILES SHALL COVERED OR PROTECTED WITH SOIL STABILIZATION Q 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP BE MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. JOB 10 -038 O`ap �^ # SOIL ENGINEERING CONSTRUCTION, INC. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FACILITY AND /OR THE TURF /LANDSCAPED AREAS. , fx1 927 ARGUELLO STREET, SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. TRAINING 3 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE ,,, REDWOOD CITY, CA 94063 m Ct6459 - (650) 367 -9595 690I�j 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL w �� HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 BE AVAILABLE TO ,EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM CIVI A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES, STATEMENT OF ENGINEER OF WORK L CALIF HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN DISCHARGE IT TO AN ADEQUATE IMP /BMP. WASTE MANAGEMENT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. ALTERED WITHOUT A PERMIT FROM THE CITY. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY uj SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL OBTAINED. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OR IMPROVEMENTS '/� HAULING OPERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH TRASH MATERIAL. BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS v , STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING 11,. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT BE PROVIDED STATING: "THE GRADING UNDER PERMIT BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS AND ARTS G�0 T OF THE WORK PERFORMED BY THE ENGINEER. _I NO. 10808 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS BY: DATE: GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. ROBERT D. MAHONY, P. G.E. BE FOLLOWED 'BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A GRADING OPERATION. DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND SOIL ENGINEERING CONSTRUCTION, INC. RCE NO.: C16459 Z THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE THE SITE. 927 ARGUELLO STREET, w 6 -30 -13 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A REDWOOD CITY, CA 94063 EXP. DATE: 0.0 16469 .� HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS, CONTRACTOR SHALL (650) 367 -9595 EXR"o•13 FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF SURFACES. EARTHWORK DATA L R A 1FOQ�\ GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR SAN DIEGUITO WATER DISTRICT NOTES: UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST STEEPEST EXISTING NATURAL SLOPE ON -SITE = APPROX. 1.5: (H:V) ACCEPTABLE FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE MAXIMUM VERTICAL DEPTH OF CUT = APPROX. 4' O Z 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). MAXIMUM VERTICAL DEPTH OF FILL = 0 W O FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE CUT = (50')x(4')x(1') = 8 CYt FILL = 0 CY DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. IMPORT = 0 CY N A N/A 0 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT REMEDIAL = REMOVAL AND RECOMPACTION UNDER AND OUTSIDE OF BUILDING AREAS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF NOTIFICATION U N Z THIS PROJECT. w W SHEET INDEX: O - Z 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE, PLACED 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE 1. TITLE SHEET '^ Q/� U IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2. SITE PLAN- PROPOSED REPAIR V / '^ 1.1. N W W IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE 3. PROFILE SECTION A -A' V / w 1.1. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 4, SHOTCRETE WALL CONSTRUCTION -WALL ELEVATION, TABLE "A" AND SECTIONS �/ Ldp _ RESPONSIBILITY TO PLACE; SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY A. SEWERS - CSD - (760)- 633 -2770 5. DETAILS, TABLES AND GENERAL NOTES , U � WITH- SPECIFICATIONS. - ~ " - „ .. ' -' • ., - - • EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS B. GAS &--ELECTRIC - SDGE - (760)- 438 - 6200'" 6. PHOTO SHOWING PROPOSED WORK AND ASSESSORS PARCEL MAP � Z AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 7. TEMPORARY IRRIGATION PLAN, NOTES &DETAILS = w CUT AND FILL SLOPES SHALL CUT AND TRIMMED FINISH GRADE TO PRODUCE AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. F FACILITIES DO NOT MEET D. TELEPHONE - SBC BELL - 760 489 -3411 ( )- 8. IRRIGATION SPECS Q (� N Q SMOOTH OS SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND O STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S E. CABLE N - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 9. PLANTING PLAN, NOTES &DETAILS J O EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF EXPENSE. _ L.L. MM O:f Ld WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE 10. PLANTING SPECS W O CT) MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS N Z LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL 5 UTILITIES TO MAINTAI MII . N MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. PROJECT P 7 . HONE: 60 633 -2770. ( )- BMP PROJECT STATUS � � � Q BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. U Y 0" Z 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND 3. THE CONTRACTOR 24 HOURS CALLS INSPECTION. PHONE: E: (760)- -2770. ALL W w U LLI Of 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED , SAN NSPENOTICE WITHOUT GGIVE P WILL SUBJECT RMOVA33 STANDARD ^Z O PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE DIEGO GAS AND ELECTRIC VAULTS. �� 1�k1t `f AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND APPEARANCE FREE FROM 7, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IMPERVIOUS AREA ^ W Ll Q UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE DEBRIS FILL TRAVELED WAYS. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: N A SQFT y'� C,� � / SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL Q V J : 00 U WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. IMPERVIOUS AREA AFTER CONSTRUCTION: N/A SQFT V INCREASE IN IMPERVIOUS AREA: N/A SQFT FILE N0. 17, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN IMPERVIOUS AREA REPLACED: N A SQFT 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY Ia•�� DATE 0e -21 -10 PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO PROJECT 10 -038 PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO BE NO -LEAD BRASS PARTS. �•�• GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE DWG, NO. CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE Sorich Prop -01 OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REVISION QAs LT, TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN REVISION CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ) ADDRESS THE TREE REMOVAL. REVISION ' REVISION ' • { • L(J'�' L �// /Q� 1 � / ®_SI 4� DESIGNED IGN DATE' S GN DATE SIGN ATE SIGN DATE DATE RH Y: CHECKED BY: ROM CHANGE NO. DESCRIPTION APP ED DATE BENCHMARK SCALE CITY GEOTECHNICAL CONSULTANT DESIGNED BY: DRAWN BY: 1 CHEWED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. S igJ r /: 11 13 DESCRIPTION: LOCATION: POINT NO. 1024 PER RECORD OF SURVEY 18416, 2.5" BRASS DISK STAMPED SOUTHEAST ° IN SIDEWALK S THE SOUTHEAST QUADRANT LEUCADIA HORIZONTAL: N A / PLANS PREPARED UNDER SUPERVISION OF A 1►n DATE: p�jr/ f / / RFvI FEW ED BY' SW 1 L GRADING PLAN FOR: TO UPPER BLUFF RETENTION SYSTEM 10808 - G tAAiAw BLVD. AND ORPHEUS AVE., 37 FEET EASTERLY OF TRAFFIC SIGNAL. RECORD FROM: C.S.D. VERTICAL CONTROL ELEVATION: 178.543' DATUM: NAVD88 VERTICAL: N/A I %i� /l yl R.C.E. NO.: C16459 ROBERT D. MAHONY, P.E., G.E. EXP.:0630/13 .: MASIH MAHIER LA A PuBlAc WoRo DI l4/�2 /11 -�/ PATE MR. RICK SORICH PROPERTY 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 256 - 011 -12 AND 256 - 011 -04 PLANNING CASE NO: 10 -104 MUPMOD /GDP DATE SHEET 1 OF 10 H 26 1 � \\1 - -- – \ — ABBREVIATIONS: C.C. - CENTER TO CENTER z – C.O. OUT Z 03 3.4 Ci E.W. -CLEAN -EACH WAY of O $ n 4.5 \`1 CON SE (E), (N) - EXISTING, NEW U N.I.C. NOT IN CONTRACT cai 14 �� i ` E S �CS P.T.D.F. T.O.G.B. - PRESSURE TREATED DOUGLAS FIR -TOP OF GRADE BEAM of a D ^ \ \� T.O.W. -TOP OF WALL cu Z v OU T. & B. -TOP AND BOTTOM a Z U.N.O. V.I.F. - UNLESS NOTED OTHERWISE - VERIFY IN FIELD ` W (J ►' � BOTTOM s R Q 27 56 DENSE B.O.W. G.B.W. - OF WALL -GRADE BELOW OF WALL Z W v; m _ � _ / \ T.O.C. OF CONCRETE .„ 04 34 TREES T O.G -TOP TOP OF GRA DE W W J 75 E.F. -EACH FACE Z x – 83 ...... . Z 2 U 4.3 14 OC �,�`\ 1 965 `� S \ \ DENSE SAS \ J \ LLI a LL 2.4 — PIL ,. U 3.4 - Q 9-5 TREES \ \ \ � \ \ CONCRETE DEBRIS FROM XISTING FALLEN �, \ \ LEN CONCRETE . EE ALSO 81 \\ \ \\ XI \ \ CHED PHOTO -1/6, SH, ET 6 � \ � \ \ � \ \ \ � � �\ ',0 c� z o Z — — F- � U JWO OWE 0.5 - -- 5.6 4.4 t3` � \ \ HANG P RTION OF EXIS ING CO CRETE D K AT TOP OF RILLEB PIE RETENTI WALL. -R D N . HATO o CONC \ N O \ – �.... � \ � Z Z Z W O 64 \ \ \ \ LOCATION OF EXISTING, NOW XP SED, � ' \ � 1.4 \ UPPER BLUFF DRILLED PIER R E 'TION 18 13• Z 1 \ �' GG K 27 -- ^, \ \ WALL, TOTAL (7) 30 DIA. DRILLED PIERS.. EXISTING 9 "t THK. , SHOTCRETE WALL 6 3� E... 1 NC O N 95.3 DE ES p "9 ER \ PROPERTY o v � 16459 - � � � \ � \ R KS � \ ESTER \ \ \ LY ROLO TI N \ LIN FPL L C3� � 816 = \ 9 .6 E' ) NEP T UNE AV. Z E 554 m m � P.6-30-13 A < 0.4 25 N RTHERLY OPE TY INE ® 16 NEPTU A U \ � � \ \ L• 9 r^ APN 256 - 011 y ( E -12 P LA DSCA ING TE B0 s �• � T G -� E0T TF O� O F F cA�� P \ \ 1.4 � LOCA ION OF EXI TIN � 34 SEAW L' TOP 0 WAL \. ® EL. 17.0' MSL , 2 NOTE: NO WORK TO E C DUCTED OG o6 - ON PONTO BEA H S TE PARK .Q / vv (E) SU P PUMP SIYMID TL N 0 UBBLER O PROPERTY. O C 2� 2 , »� (DISTAN E FROM TOP OF BLU 70't) BO C AT NDSCAP P SO THEA T C NE 0 AT 948 R ERTY \ \ ci 24 AP 8 0 \ \ � PL P N PROPOSED TIEBACK LINE LOCATION � \ I Q Q6 THERE IS NO G ADING PROPOSED Z LiJ BEYOND PROPE TY LINES DENSE o �p ' g P OP R - - - - - LI O ��d�/ goo TREES O SP � 0 0 10' 20' 40' 80' 15 A 94. — 1 INCH = 20 FEET �,A �t9 �� 55 CONC GRAPHIC SCALE ESTERLY PR LOW ION OF 25 S UTHERLY PR PERTY LIN 'O Q 16 NEPTUN AVEN LEGEND AND ABBREVIATI ❑NS - - -- PROPERTY LINES 44 i50 EXISTING CONTOURS AT 1' INTERVALS ASPH ASPHALT CONC CONCRETE 06 APPRO LOCATION OF MEAN H H TIDE LINE, AS PER SE1SOR'5 PARCEL M 1859 -SOUTH \\ \\ ENSE \ \ \ Z COAST PAR N0. 2 55 (SEE COPY N SHEET 6) \ \ W 0 O REES 9?4 BENCH MARK 1.4 \ Q vi POINT NO. 1024 PER RECORD OF SURVEY 18416, 2.5" BRASS DISK STAMPED "134WCCS1" IN SIDEWALK 25 35 \ 92.� � v ' z � W a IN THE SOUTHEAST QUADRANT LEUCADIA BLVD. AND Q O 0 Z ORPHEUS AVE., 37' EASTERLY OF TRAFFIC SIGNAL. \\ 935 (% –�� V) CL Of Z \ CONC \ Q W W ELEVATION: 178.543 FEET (NAVD88) 46. \\ �y Lim L O5 4 _ U. 0 \ 935 W � J z 1. BOUNDARY WAS DETERMINED FROM A FIELD ) LOCATION OF PROPOSED SHOTCRETE FACING OVER EXISTING UPPER BLUFF DRILLED PIER \ _ Q � W > N SURVEY AND RECORD DATA PER MAP NO. RETENTION WALL. \ \ J U Q O \ U w 1859. PROPOSED 0" EXPOSED AND 50'E SHOTCRETE FOR 3.4 A PH — � m o Z rn 2.) AERIAL MAPPING PROVIDED BY PHOTO FULL WIDTH OF .PROPERTY. 53 96 (n GEODETIC CORP., PROJECT NO. 409010, EXPOSED PIERS AND PROPOSED SHOTCRETE ` Q DATED 5/12/10. SHALL BE TIEBACKS INSTALLLEDEATWNEW CONCRETEF \\ \ U W GRADE BEAM. PROPOSED SHOTCRETE WALL m 5 W U /1 ^ W Z p' O 3.) ASSESSOR'S PARCEL NUMBER: 256 - 011 -12, WILL EXTEND 4' -0" (MIN.) BELOW LOWEST ADJACENT GRADE. C7 \ \ V J LL 1••� V CIREMELE SURVEYING INC. TOTAL SHOTCRETE FACING AREA TO BE: I \ m W � ? ° J f84 S. ESCONDIDO BLVD. 44 PROPOSE' sHOTCRETE � Q � 00 U WALL /FACING TO \ \ ESCONDIDO, CA. 92025 (760) 489 -2200 BE HAND SCULPTED AND COLORED TO FILE No. MATCH ADJACENT BLUFF AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. DATE SAMPLE OF COLORS & MATERIALS OF 06 -21 -10 PROJECT PROPOSED SHOTCRETE WALL WILL BE 10 -038 PROVIDED DWG. NO. - Sorich Prop -02 REVISION Q se L REVISION SITE PLAN— PROPOSED REPAIR 1 REVISION SCALE: 1 " =20' 0 1 " 2" 3" REVISION ORIGINAL DRAWING MEASURE DESIGNED BY: RH CHECKED BY: RDM CHANGE NO. DESCRIPTION APP VED DATE BENCHMARK SCALE CITY GEOTECHNICAL CONSULTANT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. f I I IAL AS 6 11 13 DESCRIPTION: POINT NO. 1024 PER RECORD OF LOCATION: BIN SSIDEWALK PLANS PREPARED UNDER SUPERVISION OF REM EWER 6 ; GRADING PLAN FOR: l STAMPED18134WCCS1 IN THE SOUTHEAST QUADRANT LEUCADIA BLVD. AND ORPHEUS AVE., 37 FEET EASTERLY OF TRAFFIC SIGNAL. RECORD FROM: C.S.D. VERTICAL CONTROL HORIZONTAL: N /A VERTICAL: N/A p n n � V ` ROBERT D. MAHONY, E.., G. E. DATE: D6 /21 /1 D R.C.E. NO.: C16459 EXP.: 06 /30/13 /�/t•/l/1 MASI H MAHER _ 10/it/I I � PUBt4c (® A.YVATT Q TO UPPER BLUFF RETENTION SYSTEM MR. RICK SORICH PROPERTY _ 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 256 - 011 -12 AND 256- 011 -04 10$0$ - G SI DATE ELEVATION: 178.543' DATUM: NAVD88 ., to PLANNING CASE NO: 10 -104 MUPMOD /CDP SHEET 2 OF 10 C"i d N� OVERHANG PORTION OF EXISTING CONCRETE DECK AT TOP OF DRILLED PIER RETENTION WALL TO BE REMOVED (SHOWN HATCHED) INSTALL #5 DOWELS @ 18" C.C. E.W.±, AT (E) GRADE BEAM, EPDXY COATED, APPROX. 2' -6" LONG, DRILL 6" (MIN.) INTO (E) CONCRETE, USE EPDXY GROUT INSTALL #5 DOWELS 0 12" C.C. VERT. AT EACH (E) DRILLED PIER LOCATION, EPDXY COATED, APPROX. 3' -0" LONG, DRILL 6" (MIN.) INTO (E) DRILLED PIER USE EPDXY GROUT INSTALL #5 ® 6" C.C. HORIZ. AND #5 ® 12" C.C.± VERT., PLACE HORIZONTAL REINFORCEMENT IN CENTER OF SHOTCRETE FACING, (TYP.) NEW GRADE BEAM AT TIEBACK LOCATION SHALL BE COVERED WITH HAND SCULPTED AND COLORED SHOTCRETE, FACE SHALL BE RANDOM AND IRREGULAR IN SHAPE, (TYP.), SAMPLE OF COLORS & MATERIALS OF PROPOSED SHOTCRETE WALL WILL BE PROVIDED INSTALL 5 {8, OR 9 I6, F. &B. (FRONT & BACK), INSTALL #4 TIES ® 7 1/2" C.C., START 3'± FROM CL OF ANCHOR, INSTALL TIES W/ 135" HOOK PL 8"x8 "xt 1/4" (TYP,), BY DYWIDAG, OR EQUAL, INSTALL PL DIRECTLY AGAINST SMOOTH BEVELED CONCRETE, COMPLETELY COVER TIEBACK HEAD W/ MORTAR OR W/ CUSTOM ANCHORAGE CAP STEEL TRUMPET PER ANCHOR MANUFACTURER OR PVC SLEEVE, DIAMETER AS NECESSARY FOR MULTISTRAND ANCHOR INSTALLATION GRADE BELOW WALL SLOPE AWAY FROM WALL 5% (MIN. 01 0 0 F— 0 0 F- a I ih z 0 I T.O.G. EL. 94.8'± `7 +I O I w F— c? W x +I �n I - 00 -H 0 I w "o I " LLI a e P <\ d :° a - - ° u� ° ' - n. CHANGE EL. 94.8'± MSL PROPERTY LINE ^ LOCATION OF PROPOSED SHOTCRETE FACING / TIEBACK "T" DRAWING MEASURE OVER EXISTING UPPER BLUFF DRILLED PIER ° (I�� ° 15" TO 30' (MAX.) EXISTING WOOD RETENTION WALL. 10" < a a PROPOSED EXPOSED SHOTCRETE WALL TO BE ^ +1 15' -0" HIGH (MAX.) AND 50' -0 "± LONG FOR 8" (M N.) FULL WIDTH OF PROPERTY. i EXPOSED PIERS AND PROPOSED SHOTCRETE EXISTING 2' -6" DIA. DRILLED PIER° as SHALL BE SUPPORTED W/ ONE ROW OF I ° TIEBACKS INSTALLED AT NEW CONCRETE SHOTCRETE STRUCTURAL ° GRADE BEAM. PROPOSED SHOTCRETE WALL DESIGN SECTION, WILL EXTEND 4' -0" (MIN.) BELOW LOWEST FOR HAND SCULPTING ADD EXISTING ADJACENT GRADE. ADDITIONAL CONCRETE INSTALL 1' -0 "± ABOVE TOP OF TOTAL SHOTCRETE, FACING,. AREA TO - BE ; ,,;.. SH.ICKNES,S, _AS ,.NECESSARY. "± HIGH (50')x(15' +4') = 950 SF (MAX.) mma PROPOSED SHOTCRETE WALL /FACING TO FACE OF 2' -6" DIA. U BE HAND SCULPTED AND COLORED TO OR EQUAL c MATCH ADJACENT BLUFF AND TO SATISFY DRILLED PIER CITY AESTHETIC APPEARANCE POLICY. ' °n SAMPLE OF COLORS & MATERIALS OF PROPOSED SHOTCRETE WALL WILL BE MANUFACTURER SPECIFICATIONS PROVIDED DETAIL ON SHEET 5 o CHANGE EL. 94.8'± MSL PROPERTY LINE ^ 4 a. _0 I \ O 00 F n EXISTING 5 SOIL NAILS TO DEPTH APPROX. 35'-D", TO M "' ^ \ STABILIZE EXISTING RETAINING WALL ° z 0 I \ EXISTING TIEBACKS @ TOP OF EXISTING GRADE BEAM DRILLED PIER RETENTION WALL AT TOP OF DRILLED PIERS APPROX. 40' -0" LONG INSTALL CCW MIRADRAIN PANELS MIRAFI 2000,\ OR EQUAL, 4' -0 "± WIDE VERTICAL STRIPS APPROX. 6 8' -0" C.C. BETWEEN PIER \ T LOCATIONS AS CHIMNEY DRAIN, W/ CCW HC 12" SIDEOUT DRAINAGE CONNECTOR, TIED INTO 3" DIA. SDR 35 OR SCH. 40 DRAIN OUTLEP PIPE, (TYP.) ,_ (Qt) 2" 3" TIEBACK "T" DRAWING MEASURE (TYP.) ° (I�� ° 15" TO 30' (MAX.) EXISTING WOOD a < a a RETAINING WALL ^ +1 a U < �M x ° EXISTING 2' -6" DIA. DRILLED PIER° as I ° EXISTING 9 "± THK. SHOTCRETE ° 3" DIA. PVC PIPE WEEP HOLE WALL IN FRONT OF EXISTING - o INSTALL 1' -0 "± ABOVE TOP OF T WALL 7' -6" TO 8 " -5 "± HIGH 0 mma 4 a. _0 I \ O 00 F n EXISTING 5 SOIL NAILS TO DEPTH APPROX. 35'-D", TO M "' ^ \ STABILIZE EXISTING RETAINING WALL ° z 0 I \ EXISTING TIEBACKS @ TOP OF EXISTING GRADE BEAM DRILLED PIER RETENTION WALL AT TOP OF DRILLED PIERS APPROX. 40' -0" LONG INSTALL CCW MIRADRAIN PANELS MIRAFI 2000,\ OR EQUAL, 4' -0 "± WIDE VERTICAL STRIPS APPROX. 6 8' -0" C.C. BETWEEN PIER \ T LOCATIONS AS CHIMNEY DRAIN, W/ CCW HC 12" SIDEOUT DRAINAGE CONNECTOR, TIED INTO 3" DIA. SDR 35 OR SCH. 40 DRAIN OUTLEP PIPE, (TYP.) ,_ EXISTING 2' -6" DIA. DRILLED PIER UPPER BLUFF RETENTION WALL, TOTAL PIER DEPTH 36' -0 "± B.O.P., VARIES EL. 50.0'± MSL 2' -6" DIA. F- SECTION- SHOTCRETE FACING (TYP.) A SCALE: 1/2 " =1' -0" DESCRIPTION APPROVED DATE BENCHMARK SCALE 6/0113 DESCRIPTION: POINT NO. 1024 PER RECORD OF LOCATION: SURVEY 18416, 2.5" BRASS DISK • •� STAMPED "134WCCS1" IN SIDEWALK A IN THE SOUTHEAST QUADRANT LEUCADIA HORIZONTAL: N/A BLVD. AND ORPHEUS AVE., 37 FEET EASTERLY OF TRAFFIC SIGNAL. VERTICAL: N/A RECORD FROM: C.S.D. VERTICAL CONTROL ELEVATION: 178.543' DATUM: NAVD88 PL 816 NEPTUNE AVENUE E DECK GRADE EL. 94.8'± M L T FACING, TENTATIVE ONLY - V.I.F. C 50' -0 "± (FOR FULL WIDTH OF PROPERTY AT 816 NEPTUNE AVENUE) �T �T T IT I'+ MCI u u )SED SHOTCRETE I PROPOSED 4' -0" (MIN. FACING, V.I.F. DEEP TOE TRENCH N HATCHED) P T PL I EXISTING 2' -6" DIA. DRILLED PIER UPPER BLUFF RETENTION WALL INSTALL CCW MIRADRAIN PANELS MIRAFI 2000, OR EQUAL, 4' -0 "± WIDE VERTICAL STRIPS APPROX. ® 8' -0" C.C. BETWEEN PIER LOCATIONS AS CHIMNEY DRAIN, W/ CCW HC 12" SIDEOUT DRAINAGE CONNECTOR, TIED INTO 3" DIA. SDR '35 OR SCH. 40 DRAIN OUTLEP PIPE, (TYP.) PROPOSED GRADE BEAM W/ ROW OF TIEBACKS EXISTING 2' -6" DIA. DRILLED PIER UPPER BLUFF RETENTION WALL RETENTION WALL. PROPOSED EXPOSED SHOTCRETE WALL TO BE 15' -0" HIGH (MAX.) AND 50' -0 "± LONG FOR FULL WIDTH OF PROPERTY. EXPOSED PIERS AND PROPOSED SHOTCRETE SHALL BE SUPPORTED W/ ONE ROW OF TIEBACKS INSTALLED AT NEW CONCRETE GRADE BEAM. PROPOSED SHOTCRETE WALL WILL 'EXTEND 4' -0" (MIN.) BELOW LOWEST ADJACENT GRADE. TOTAL SHOTCRETE FACING AREA TO BE: (50')x(15' +4') = 950 SF (MAX.) PROPOSED SHOTCRETE WALL /FACING TO BE HAND SCULPTED AND COLORED TO MATCH ADJACENT BLUFF AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. SAMPLE OF COLORS & MATERIALS OF PROPOSED SHOTCRETE WALL WILL BE PROVIDED CITY GEOTECHNICAL CONSULTANT UE5IGNLU UY: I DRAWN L3Y: 1 CHLCKEU BY: PLANS PREPARED UNDER SUPERVISION OF DATE: 06/21/10 Izod R R.C.E. NO.: C16459 SI DATE ROBERT D. MAHONY, P. G.E. EXP.:06 /30/13 ENGINEERING DEPARTMENT APPROVALS 9IrvI1=wED >5 MASIR MAMER PZWC,F. Pt-WATT to _ l ZI ll Pv OA E DAT6 0 (Qt) 2" 3" TIEBACK "T" DRAWING MEASURE (TYP.) S Ee Tlfeq ° 15" TO 30' (MAX.) k SOep 20N f CyFO�CF a O a a igB�E I— a q,. U < �M a d ° EXISTING 2' -6" DIA. DRILLED PIER° as UPPER BLUFF RETENTION WALL ° ° 3" DIA. PVC PIPE WEEP HOLE z AT APPROX. 8' -0" C.C.± HOR., 4 INSTALL 1' -0 "± ABOVE TOP OF T ` (E) GRADE BELOW WALL, g" DIA. HOLE W/ DCP mma INSTALL W/ G.M. WIRE MESH DYWIDAG ANCHOR, U AGAINST RODENTS, OR EQUAL c FOR LOCATION SEE WALL < w ELEVATION E/4 AND SECTION B /4. ' °n FOR REFERENCE SEE ALSO DRAIN Z MANUFACTURER SPECIFICATIONS DETAIL ON SHEET 5 o N SHOTCRETE FACING, VARIES EL. 67.4' TO 71.85'± MSL, V.I.F. W _ a QUARTERNARY TERRACE Z DEPOSITS � C (Q t) Z r W i EXISTING 2' -6" DIA. DRILLED PIER UPPER BLUFF RETENTION WALL, TOTAL PIER DEPTH 36' -0 "± B.O.P., VARIES EL. 50.0'± MSL 2' -6" DIA. F- SECTION- SHOTCRETE FACING (TYP.) A SCALE: 1/2 " =1' -0" DESCRIPTION APPROVED DATE BENCHMARK SCALE 6/0113 DESCRIPTION: POINT NO. 1024 PER RECORD OF LOCATION: SURVEY 18416, 2.5" BRASS DISK • •� STAMPED "134WCCS1" IN SIDEWALK A IN THE SOUTHEAST QUADRANT LEUCADIA HORIZONTAL: N/A BLVD. AND ORPHEUS AVE., 37 FEET EASTERLY OF TRAFFIC SIGNAL. VERTICAL: N/A RECORD FROM: C.S.D. VERTICAL CONTROL ELEVATION: 178.543' DATUM: NAVD88 PL 816 NEPTUNE AVENUE E DECK GRADE EL. 94.8'± M L T FACING, TENTATIVE ONLY - V.I.F. C 50' -0 "± (FOR FULL WIDTH OF PROPERTY AT 816 NEPTUNE AVENUE) �T �T T IT I'+ MCI u u )SED SHOTCRETE I PROPOSED 4' -0" (MIN. FACING, V.I.F. DEEP TOE TRENCH N HATCHED) P T PL I EXISTING 2' -6" DIA. DRILLED PIER UPPER BLUFF RETENTION WALL INSTALL CCW MIRADRAIN PANELS MIRAFI 2000, OR EQUAL, 4' -0 "± WIDE VERTICAL STRIPS APPROX. ® 8' -0" C.C. BETWEEN PIER LOCATIONS AS CHIMNEY DRAIN, W/ CCW HC 12" SIDEOUT DRAINAGE CONNECTOR, TIED INTO 3" DIA. SDR '35 OR SCH. 40 DRAIN OUTLEP PIPE, (TYP.) PROPOSED GRADE BEAM W/ ROW OF TIEBACKS EXISTING 2' -6" DIA. DRILLED PIER UPPER BLUFF RETENTION WALL RETENTION WALL. PROPOSED EXPOSED SHOTCRETE WALL TO BE 15' -0" HIGH (MAX.) AND 50' -0 "± LONG FOR FULL WIDTH OF PROPERTY. EXPOSED PIERS AND PROPOSED SHOTCRETE SHALL BE SUPPORTED W/ ONE ROW OF TIEBACKS INSTALLED AT NEW CONCRETE GRADE BEAM. PROPOSED SHOTCRETE WALL WILL 'EXTEND 4' -0" (MIN.) BELOW LOWEST ADJACENT GRADE. TOTAL SHOTCRETE FACING AREA TO BE: (50')x(15' +4') = 950 SF (MAX.) PROPOSED SHOTCRETE WALL /FACING TO BE HAND SCULPTED AND COLORED TO MATCH ADJACENT BLUFF AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. SAMPLE OF COLORS & MATERIALS OF PROPOSED SHOTCRETE WALL WILL BE PROVIDED CITY GEOTECHNICAL CONSULTANT UE5IGNLU UY: I DRAWN L3Y: 1 CHLCKEU BY: PLANS PREPARED UNDER SUPERVISION OF DATE: 06/21/10 Izod R R.C.E. NO.: C16459 SI DATE ROBERT D. MAHONY, P. G.E. EXP.:06 /30/13 ENGINEERING DEPARTMENT APPROVALS 9IrvI1=wED >5 MASIR MAMER PZWC,F. Pt-WATT to _ l ZI ll Pv OA E DAT6 0 1" 2" 3" ORIGINAL DRAWING MEASURE Z CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: TO UPPER BLUFF RETOMN SYSTEM MR. RICK SORICH PROPERTY 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 256 - 011 -12 AND 256 - 011 -d4 PLANNING CASE NO: 10 -104 MUPMOD /CDP KA t w (N�. Gf XP.6- 30 -13� A JTgT�o E F F CAUFO w <Zoo �O�-Q WF=< v, LL. Lim w w Z Ld O mOQQW (nU3:P(n im Z Ld F-O U�Z UQW Li �z V)CW W of Z W Q N Ix I.L LL. J Z) _ > N U�J U a O —gym 000) O m Y a- z �m Lu�E z o af W � >- c� Q(n5cn:m Co U FILE N0. DATE 06 -21 -10 PROJECT 10 -038 DWG. NO. Sorich Prop -04 REVISION A REVISION RH BY: RDM DRAWING NO. SHEET 4 OF 10 U Z Z a O a I— a U < �M m cq z Z N v OD S� O mma U N vi < w °n Z w vii m 0_ o W W _ a Z 3-a � C Z = i W i J 0 n CO O Z Z_ U J _ W O W 0_ (n CD V) WO U KA t w (N�. Gf XP.6- 30 -13� A JTgT�o E F F CAUFO w <Zoo �O�-Q WF=< v, LL. Lim w w Z Ld O mOQQW (nU3:P(n im Z Ld F-O U�Z UQW Li �z V)CW W of Z W Q N Ix I.L LL. J Z) _ > N U�J U a O —gym 000) O m Y a- z �m Lu�E z o af W � >- c� Q(n5cn:m Co U FILE N0. DATE 06 -21 -10 PROJECT 10 -038 DWG. NO. Sorich Prop -04 REVISION A REVISION RH BY: RDM DRAWING NO. SHEET 4 OF 10 EARTH SLOPE SLOPE 1sm LAGGI N G LAGGING rnnnIU FLAPS TAPED TO OF CCW MIRADRAIN VV LLLV I VI\ I I %I VI -1- DISCHARGE OUTLETS - SEE SEPARATE LAGGING DETAILS NOTES: 1. BACK OF CCW MIRADRAIN CORE SHOULD BE FACING INSTALLER WHEN INSTALLING. FABRIC SIDE OF CCW MIRADRAIN IS INSTALLED TOWARDS LAGGING OR EARTH. MD -2 CHIMNEY DRAIN P'IIIWW 2007 CARLISLE CORPORATION RETAINING WAI WRAP FILTER FABRIC BEHIND CCW MIRADR) CORE AT TOP AND BOTTOM EDGE WEEP HOLE WITH GRATE /SCREEN CUT BACK OF BLACK PLAS ON CCW MIRADRAIN TO MA_ SIZE OF WEEP HOLE. DO N( CUT FILTER FABRIC CCW MI IA muF\/A11N BACKFILL CRETE FOOTING =D OR ALUMINUM TENDING 3 DIMPLES "TIONS FROM WEEP �E MD -1 RETAINING WALL_ DETAIL_ ' ' = © 1998 CARLISLE CORPORATION ABBREVIATIONS- C.C . C.O. E.W. (E), (N) N.I.C. P.T. D. F. T.O.G. B. T.Q.W. T. & B. U.N.O. V. 1. F. B:O.W. G.B.W. T.Q.C. T.Q.G. E.F. TIEBACK SCHEDULE -TABLE - CENTER TO CENTER -CLEAN OUT -EACH WAY - EXISTING, NEW -NOT IN CONTRACT - PRESSURE TREATED DOUGLAS FIR -TOP OF GRADE BEAM -TOP OF WALL -TOP AND BOTTOM - UNLESS NOTED OTHERWISE - VERIFY IN FIELD - BOTTOM OF WALL -GRADE BELOW OF WALL -TOP OF CONCRETE -TOP OF GRADE -EACH FACE MARK DESIGN LOAD KIPS TEST LOAD KIPS LOCK -OFF LOAD KIPS UNBONDE ZONE FEET #4 TAIL BONDED ZONE FEET 8" DIA. TOTAL QTAL LENGTH TIEBACK FEET ANCHORS 8" DIA. EACH TYPE T1 -T6 120.0 160.0 70.0 15 #5 i6+5 y5�/jp 6 15" #6 25" 18" 25" 18" #8 42" 30" 38" 27" #9 * - MULTISTRAND ANCHORS, OR BARS, TO BE BY DCI DYWIDAG, OR EQUAL, DCP - BOUBLE CORROSION PROTECTED. - MULTISTRAND ANCHORS ARE RECOMMENDED: USE (4) 0.6" DIA., 270 KSI ANCHORS. - BAR ANCHOR: USE 1 3/8" DIA, GR. 150 ASTM A722, DYWIDAG BAR AND HARDWARE, DCP. - ALL TIEBACK ANCHORS TO BE PROOF TESTED, PROOF TEST ALL TIEBACK ANCHORS TO 133% D.L. TIEBACK ANCHOR TESTING PROCEDURE TO BE IN GENERAL CONFORMANCE WITH PTI MANUAL, FIFTH EDITION, AND SPECIFICALLY IN ACCORDANCE WITH FOLLOWING SECTIONS: PERFORMANCE TESTING SECTION 4.3.7.1 PROOF TESTING SECTION 4.3.7.2 ACCEPTANCE CRITERIA SECTION 4.5.6 LOCATION OF TESTED TIEBACKS /ANCHORS TO BE FIELD DETERMINED BY SOIL ENGINEER. - LOCK -OFF ALL TIEBACK ANCHORS AFTER ACCEPTED TESTING TO 60% D.L. - TIEBACK GROUT COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI (MIN.). - INCLINATION BELOW HORIZONTAL PLANE (BLUFF FACE): 15' TO 30' (MAX.). - NON- PRESSURE GROUTED, DRILLED 8" DIA. ANCHOR HOLES USED FOR DESIGN PURPOSES. - APPROX. TOTAL TIEBACK ANCHORS ANTICIPATED (6). - ADDITIONAL TIEBACK ANCHORS MAY BE INSTALLED IF DEEMED NECESSARY BY SOIL ENGINEER'S REPRESENTATIVE BASED ON FIELD CONDITIONS. MIN. DEVELOPMENT LENGTH IN INCHES Id): DIAM. (D) f'c = 4.0 ksi f'c = 5.0 ksi #4 Top bar Other bar Top bar Other bar #4 17" 12" 17" 12" #5 21" 15" 21" 15" #6 25" 18" 25" 18" #8 42" 30" 38" 27" #9 53" 38" 48" 34" #11 83" 59" 74" 53" " LAP LENGTH IN INCHES DIAM. (D) - 4.0 ksi Vc = 5.0 ksi #4 Top bar Other bar Top bar Other bar #4 22" 16" 22" 16" #5 28" 20" 28" 20" #6 33" 24" 33" 24" #8 55" 39" 50" 36" #9 69" 50" 63" 45" #11 108" 77" 97" 69" NOTES: - FOR LAP SPLICES USE CLASS "B" SPLICES, (LAP OF 1.31d). - AT CONTRACTOR'S OPTION, HIGH STRENGTH COUPLERS MAY BE UTILIZED. (COUPLERS TO DEVELOP AT LEAST 125% SPECIFIED YIELD STRENGTH fly OF BAR) STATEMENT OF SPECIAL INSPECTIONS (2007 CBC SEC. 1704) - STATEMENT OF SPECIAL INSPECTIONS, 2007 CBC, WILL BE SUBMITTED TO CITY OF ENCINITAS DEVELOPMENT SERVICES. - CONCRETE: f'c =4,500 PSI, W/C RATIO =0.45, TYPE V SULFATE RESISTANT CEMENT. LAB TESTING OF CONCRETE SPECIMENS IS REQUIRED (PER TABLE 1704.4). ENGINEER OF RECORD TO RECEIVE SPECIAL INSPECTIONS NOTICES. - SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD), WHO HAS PREPARED APPROVED GEOTECHNICAL INVESTIGATION REPORT. - SOIL ENGINEER'S REPRESENTATIVE TO PERFORM GEOLOGIC OBSERVATIONS FOR ALL EXCAVATIONS NEAR BASE OF BLUFF TO CONFIRM WALL BASE EMBEDMENT. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE DRILLING PROCESS TO CONFIRM DEPTH OF TIEBACK ANCHORS. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE PROOF TESTING OF ALL TIEBACK ANCHORS: 1. PROOF TEST ALL TIEBACK ANCHORS EACH ROW. 2. ANCHOR TEST LOAD (T.L.) @ 133% D.L. (SEE TIEBACK SCHEDULE -TABLE "A "). 3. ANCHOR LOCK -OFF LOAD Q 60% D.L. (SEE TIEBACK SCHEDULE -TABLE "A "). 4. ANCHORS TESTING PROCEDURE TO BE IN GENERAL CONFORMANCE WITH PTI MANUAL (POST TENSIONING INSTITUTE), 5. UPON CONCLUSION OF ANCHORS TESTING, SOIL ENGINEER WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS RELATIVE TO BOTH LOAD TESTING, ANCHOR DEPTH, AND BLUFF REPAIR AS -BUILT CONSTRUCTION CONDITIONS. - SPECIAL INSPECTOR MUST BE CERTIFIED BY CITY OF ENCINITAS, DEVELOPMENT SERVICES, IN CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. - CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY CITY OF ENCINITAS, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS. - PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY PROPERTY OWNER, PROPERTY OWNER'S AGENT OR RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO SPECIAL SERVICES DIVISION. c - SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY CITY BUILDING INSPECTOR. c z cu s 3' MIN. R Jj R = 4 , # #3, #4 & #5 STANDARD _RE1NF. HOOKS AND BENDS STANDARD BEND DTANETER BAR SIZE DIAM. (D) #3 2 -1/4' #4 3' #5 3 -3/4' #6 4 -1/2' #7 5 -1/4' #8 6' #9 9 -1/2, #10 10-3/4' #11 12' #14 18 -1/4' #18 24' NOTES: - HOOK LENGTHS ARE MINIMUMS. LONGER HOOKS SHALL BE PROVIDED WHERE DETAILED ON DRAWINGS. - BAR STIRRUP AND TIE CONFIGURATION SHALL BE AS SHOWN ON DRAWINGS. r, GENERAL NOTES: 1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH 2007 CBC, AS AMENDED BY STATE OF CALIFORNIA, COUNTY, AND CITY OF ENCINITAS CODES AND ORDINANCES. 2. ALL DIMENSIONS, CONDITIONS AND LOCATION OF FACILITIES TO BE VERIFIED AND DETERMINED IN FIELD. 3. EXACT LOCATION AND EXTENT OF PROPOSED BLUFF STABILIZATION PROJECT CAN BE ADJUSTED AS FIELD CONDITIONS REQUIRE AT TIME OF CONSTRUCTION. 4. ALL EXPOSED STEEL, IF ANY, SHALL BE GALVANIZED OR COATED WITH CORROSION INHIBITING PAINT. TIEBACK HEADS TO BE COMPLETELY COATED WITH EPDXY GROUT OR CONCRETE. 5. ALL CAST -IN -PLACE REINFORCED CONCRETE / SHOTCRETE SHALL HAVE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,500 PSI. USE CEMENT TYPE V, SULFATE RESISTANT CEMENT. MAXIMUM WATER- CEMENTITIOUS MATERIAL RATIO, BY WEIGHT, NORMAL WEIGHT CONCRETE, TO BE OF 0.45. 6. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR #4 BARS AND ABOVE. ALL REBAR TO BE EPDXY COATED. 7. STEEL MEMBERS, IF ANY, SHALL BE: - ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO ASTM A572, GRADE 50, - MISCELLANEOUS CHANNELS, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36. 8. SECTION AT CONSTRUCTION JOINT (C.J.), IF ANY, MAKE ROUGH AND FORM KEY, 9. REINFORCEMENT COVER (2007 CBC SEC. 1907.7.1) - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE MINIMUM 3" CONCRETE COVER, - CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE MINIMUM 2" CONCRETE COVER FOR #6 BARS AND ABOVE, 1 1/2" FOR #5 BARS AND BELOW. 10. SPLICES OF REBAR TO BE CLASS (B) SPLICE. IF SHOTCRETE METHOD IS GOING TO BE UTILIZED, LAP SPLICES OF REINFORCING BARS IN SHOTCRETE SHALL BE BY NON- CONTACT LAP SPLICE METHOD WITH AT LEAST 2 1/2" CLEARANCE BETWEEN BARS (2007 CBC SEC. 1913.4.2). 11. NEW SHOTCRETE WALL /FACING SHALL BE MOTTLED TAN IN COLOR AND NATURAL IN TEXTURE TO MATCH EXPOSED BLUFF MATERIALS AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. 12. EPDXY ADHESIVE TO BE "SET -XP" BY SIMPSON STRONG -TIE COMPANY, INC., ESR -2508, OR EQUAL. CONCRETE / GROUT PATCH, IF ANY, SHALL BE APPROVED HIGH STRENGTH CEMENT BASED COMPOUND. 13. ALL RETROFIT HARDWARE, IF ANY, TO BE BY SIMPSON STRONG -TIE COMPANY, INC., OR EQUAL. 14. TIEBACK ANCHOR NOTE: SEE TIEBACK SCHEDULE -TABLE "A ", AND RELEVANT NOTES, DETAILS AND SECTIONS. TIEBACK ANCHORS TO BE BY DCI DYWIDAG, OR EQUAL. TIEBACK ANCHORS SHALL BE DBL CORROSION PROTECTED. USE ADEQUATE CENTRALIZERS, IF BAR IS USED, Q 10' -0" C.C.t. HOLE DIA. AT CONTRACTOR'S OPTION, 8" DIA. IS USED IN DESIGN. USE CEMENT TYPE V, SULFATE RESISTANT CEMENT. GROUT TO CEMENT GROUT W/ WATER- CEMENT RATIO (W:C) OF 0.4 TO 0.5 = 5 GAL PER SACK. ALLOW HOLE CONCRETE BACKFILL CURE TIME BEFORE TESTING. PROVIDE FOR TWO STAGES OF GROUTING. FIRST STAGE OF GROUTING SHALL BE FOR TESTING OF TIEBACKS. HOLES TO TREMIE PIPE GROUTED FROM BOTTOM OF HOLE FOR BONDED ZONE. SECOND STAGE OF GROUTING SHALL BE ACCOMPLISHED AFTER ACCEPTED TESTING, ALL WAY UP REMAINING HOLE. FRACTURE GROUTING MAY BE UTILIZED, AT CONTRACTOR'S OPTION, TO ACHIEVE CONSIDERABLY HIGHER SOIL -GROUT BOND CAPACITY. TIEBACK ANCHORS DEPTH MAY BE ADJUSTED WITH SOIL ENGINEER'S APPROVAL, BASED ON ACTUAL BOND STRENGTH DEVELOPED IN TEST PROGRAM, OR PER ACTUAL SOIL CONDITIONS AT TIME OF DRILLING OPERATION. 15. CONSTRUCTION DOCUMENTS SHALL BE REVIEWED, AND GEOTECHNICAL ASPECTS OF CONSTRUCTION SHALL BY PERIODICALLY OBSERVED BY SOIL ENGINEER OF RECORD: ROBERT D. MAHONY, G.E., C.E.G. 16. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF AFOREMENTIONED REPORT(S). FOR LIST OF ALL REFERENCED REPORTS SEE SECTION A, NOTE 2, ON SHEET 1. U z Z a O a H � v U ..s z 'abl i O $ W C U Iv W U' rs a Z W H frl Lw zw I LIJ L) ° .o LIJ � a Z �x o Z S W LLJ a - IA O V) U Z Z_ J U _ LIJ Z) O LEI cE v) P ZZ wO U No. C. 16459 z w No. GE 554 m m . EXP.6- 30 -13- OF V/ Ld �//�� O V/Z Ld J LLJ �/�44Z V / LLI Q Q Z Q m O Z Ld F_ 0 cli UN�Z I..L w }z CL W W < a_ �� 5 J LL Z U�J �Qo -gym 020) O to =U�wY a z V) w Z O 4< j 00 m1�IX 06 -21 -10 PROJECT 10 -038 DWG. NO. Sorich Prop -05 REVISION A _ 0 1 ° 2" 3" REVISION REVISION ORIGINAL DRAWING MEASURE DESIGNED BY: RH CHECKED BY: ROM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE CITY GEOTECHNICAL CONSULTANT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. I IL AS i 11 13 DESCRIPTION: POINT NO. 1024 PER RECORD DISK OF PLANS PREPARED UNDER SUPERVISION OF R"EVIBINED y GRADING PLAN FOR: ,11 , LOCATION: SURVEY ED181434WCCS1 "BINSIDEEWALK DATE: 06 21 10 -` UPPER BLUFF RETENTION SYSTEM IN THE SOUTHEAST QUADRANT LEUCADIA HORIZONTAL: N/A / / rV /III Ci 10808 - G BLVD. AND ORPHEUS AVE., 37 FEET MASIk �� AEG@ A. WATT MR. RICK SORICH PROPERTY EASTERLY OF TRAFFIC SIGNAL. !� // R.C.E. NQ.: C16459 VERTICAL: N/A . �ry/�,� ` q X32.1 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 DATE ROBERT D. NY, P.E. G.E. EXP.:06/30/13 10/1t/1 i $ / APN: 256 - 011 -12 AND 256 - 011 -04 SHEET 5 OF 10 RECORD FROM: C.S.D. VERTICAL CONTROL � ELEVATION: 178.543' DATUM: NAVD88 :_ DATE pgTg PLANNING CASE NO: 10 -104 MUPMOD /CDP I7 1 N 03/15/2007 ED CHANGES BLK OLD NEW A1791 O/! /D 6 / CC 7 /2 on 13 pie 25 012 2642' 011 SIDS 2001 CONDO ,.. NEPTUNE VILLAS .. DOCSI- 315050 (SEE SHT. 2) 2* CONDO 164 S 186 EUROPA ST DOC92- 655666 DOC 03- 660335 (SEE SHT 2) 3r OPEN SPACE ESMT & PUBLIC ACCESS EASEMENT 254 31 Nr . r, 17 � 17 4 7L 254 ,sso °wiaSs7 � 31 18 � : 0 y rs r spa• /a•�a -rr PAR 1 !y ti �. 7) a-- — 3* P2�Y.Y 1w t7 it12 ; O /.1e'Sm96 a3,•ii i PM11659 ppi6G §rt Y ; BLK 9 4i2S `r O h O 13 19 6 '-� Q'' 8 ` O ' x 1921 "3 ,,.fir 8 1 . � N y vi.a 0 1 2 k' ssa cc — p Q o 0I l 13 1o9Y O c q i '47E 7 ...E ,..u3 5509 12 17 PO O 15 �. $ rn m O g 40 10� Z 25 6 6 29 3 n 5629 = B Llf I BLK 1116 tt POR 9 Q 2 u 23 25 & SAME 012 SUBID & B/L 104 D7 &02 CHG' U w SAYE 3 O6 4724 LOCATION OF PARCEL 6 q 07 4782 ENCINITAS, CALIFORNIA � r17 O APN: 256- 011 -04 V 1 ES 8 -l2 -'1 =0W75 SAN DIEGO COUNTY ASSESSOR'S MAP V)V)V� BOOK 256 PAGE 01 BHT 1 OF 2 CHANGE NO. DESCRIPTION mK' � 6 RrJ m N r E' 19 y N �,60 AC) .... • •r 15 �, 15 w d'\ 2 • Z ate/ w 4t Yi.si 21 p�� 16 14' Y 0 8 ,10 3 13 � 46 n a i I N74WG30g'Ep v'irE '� .... `e 25.79 7L 914'OPE N a' 1 � rivir O 12 6 t� 27.92 �- �f 188.28 a 1 1 �� OP S74 °18'30'W q °k 28.24 .. 574°76'38'W j e THIS MAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY. NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE DATA SHOWN. ASSESSORS PARCELS MAY NOT COMPLY WITH LOCAL SUBDIVISION OR BUILDING ORDINANCES. E BENCHMARK J DESCRIPTION: POINT NO. 1024 PER RECORD OF LOCATION: SURVEY 18416, 2.5" BRASS DISK • STAMPED "134WCCS1" IN SIDEWALK IN THE SOUTHEAST QUADRANT LELIQ BLVD. AND ORPHEUS AVE., 37 FEET EASTERLY OF TRAFFIC SIGNAL. RECORD FROM: C.S.D. VERTICAL CONTROL ELEVATION: 176.543' DATUM: NAVD88 256 -01 SHT 1 OF 2 r- 1 " =100' + " 0 254 J 32 LEUCADI t SHT 2 ROAD I ARK, 013 a ST WID I gy4• /i 10•M . -to I So K 9o.ia�POS { t& 3 w - w-] I O • 9D.10 Rof ' iC � N 9f• /G'Je "e C, 6 _ z BLK 2 o 3 .l�or2 m 5 11 - . N U ri < ,t S 22 014 b 4 3 ow)' ,, to 2N,.;..:E x o z aa-1 it E3e Sfe• /6 "_ww ST v —+ I MAP 1859 - SOUTH COAST PARK NO.2 ROS 6629,11948,14187,14309,16492 SCALE HORIZONTAL: N/A VERTICAL: N/A CITY GEOTECHNICAL CONSULTANT DESIGNED BY: WINIIIAL PLANS PREPARED UNDI _ /0)/// SI DATE ROBERT D. MAHON , P.E., G.E. r U w ZOO LOCATION OF PARCEL 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA � APN: 256 - 011 -12 AND O APN: 256- 011 -04 V 1 ES 8 -l2 -'1 =0W75 SAN DIEGO COUNTY ASSESSOR'S MAP V)V)V� BOOK 256 PAGE 01 BHT 1 OF 2 CHANGE NO. DESCRIPTION mK' � 6 RrJ m N r E' 19 y N �,60 AC) .... • •r 15 �, 15 w d'\ 2 • Z ate/ w 4t Yi.si 21 p�� 16 14' Y 0 8 ,10 3 13 � 46 n a i I N74WG30g'Ep v'irE '� .... `e 25.79 7L 914'OPE N a' 1 � rivir O 12 6 t� 27.92 �- �f 188.28 a 1 1 �� OP S74 °18'30'W q °k 28.24 .. 574°76'38'W j e THIS MAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY. NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE DATA SHOWN. ASSESSORS PARCELS MAY NOT COMPLY WITH LOCAL SUBDIVISION OR BUILDING ORDINANCES. E BENCHMARK J DESCRIPTION: POINT NO. 1024 PER RECORD OF LOCATION: SURVEY 18416, 2.5" BRASS DISK • STAMPED "134WCCS1" IN SIDEWALK IN THE SOUTHEAST QUADRANT LELIQ BLVD. AND ORPHEUS AVE., 37 FEET EASTERLY OF TRAFFIC SIGNAL. RECORD FROM: C.S.D. VERTICAL CONTROL ELEVATION: 176.543' DATUM: NAVD88 256 -01 SHT 1 OF 2 r- 1 " =100' + " 0 254 J 32 LEUCADI t SHT 2 ROAD I ARK, 013 a ST WID I gy4• /i 10•M . -to I So K 9o.ia�POS { t& 3 w - w-] I O • 9D.10 Rof ' iC � N 9f• /G'Je "e C, 6 _ z BLK 2 o 3 .l�or2 m 5 11 - . N U ri < ,t S 22 014 b 4 3 ow)' ,, to 2N,.;..:E x o z aa-1 it E3e Sfe• /6 "_ww ST v —+ I MAP 1859 - SOUTH COAST PARK NO.2 ROS 6629,11948,14187,14309,16492 SCALE HORIZONTAL: N/A VERTICAL: N/A CITY GEOTECHNICAL CONSULTANT DESIGNED BY: WINIIIAL PLANS PREPARED UNDI _ /0)/// SI DATE ROBERT D. MAHON , P.E., G.E. r 64 b. 554 Z m (P.6 -30 -1 A OF CA 1 \F 0 U w ZOO Z Z � 0. O V 1 =0W75 V)V)V� 0 1 Z U h O�QU O $ 5 1 O O o w Z Li vii ro 0.0.<Q. E2H U7 E I m l�'1 W W Z U °y -i } 3°0 �0 Z5 x ., 2 n v Z x i W =9 o <L O N s dE U Z Z_ 0 0' J U W _ L� O af V) ZP C.9 (f) Z Z W 0 U _ PROF�7L� 64 b. 554 Z m (P.6 -30 -1 A OF CA 1 \F 0 w� w ZOO 0. O V 1 =0W75 V)V)V� O�QU O O o w wz< 0.0.<Q. a Z Lj O o �/�/Z U LL W Z (n w W QW� 0- LL 5 Cki Z ABBREVIATIONS: Q Z a N o C.C. - CENTER TO CENTER U w // J �� LLJ C.O. -CLEAN OUT W 0 Z E.W. -EACH WAY w Q (E), (N) - EXISTING, NEW N d Y — N.I.C. -NOT IN CONTRACT LL 0- Z P.T.D.F. - PRESSURE TREATED W LL' DOUGLAS FIR �F/ Z) /�/� Z w T.O.G.B. -TOP OF GRADE BEAM V 11„L ^�^ y � T.O.W. -TOP OF WALL I. i � �i Q T. & B. -TOP AND BOTTOM V) t� � U U.N.O. - UNLESS NOTED OTHERWISE �/ V.I.F. - VERIFY IN FIELD FILE NO. B.O.W. - BOTTOM OF WALL G.B.W. -GRADE BELOW OF WALL DATE Os -z1 -10 C PROJECT T.O.C. -TOP OF CONCRETE T.O.G. -TOP OF GRADE 10 -036 E.F. -EACH FACE DWG. NO. Sorich Prop-06 REVISION Q T REVISION VI 0 1 " 2" 3" REVISION REVISION ORIGINAL DRAWING MEASURE DESIGNED BY: RH CHECKED BY: ROM CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. N IAL PERVISION OF eV1EWEb .2 • GRADING PLAN FOR: AESTHEnc & ASSOCIATED STRUCTURAL REPAIRS DATE: 06 /21/10 w4A It 1 ""1 f—, TO UPPER BLUFF RETENTION SYSTEM 10808 - G R.C.E. NO.: C16459 MASIH MANER LA pXf%X A. WATT MR. RICK SORICH PROPERTY 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 EXP.: 06/30/13 10/ (Z/ I /C% - / / APN: 256 - 011 -12 AND 256-011-04 WE _ qT PLANNING CASE NO: 10 -104 MUPMOD /CDP SHEET 6 OF 10 3 - --- - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- A - ��y Z ATMOSPHERIC VACUUM UNION \ _ _ / �f J \%\ U a a 1 -- x/ �. - Z � BREAKER PER LEGEND. -- lAGATE o TOP OF SLOPE m HIGHEST HEAD. 5GH 80 PVC 12 ABOVE 15 DIAGRAMMATIC. , /! /x� \� U m MALE ADAPTER, NOTE- PLAN TYR LOCATE MAIN, LATERAL LINE AND VALVES / \\ Z G M x N o INSIDE PLANTED AREA. ID 50H So Pvc, 5LEEVE ALL IRRIGATION PIPE AND WIRING x/x `+G N ... RISERS, TYP. / /x/ Z OD Z n IP WHICH RUNS UNDER ANY PAVEMENT, TYPICAL. W t x f U u ri FINISH GRAVE C� ac / x/x f/x W o M i w DISTRIBUTION TUBING, MOD.OPi -025y ' x/x ' l x/ \ w -I I- III -III- I ( -I I I- III -III I COMPRESSION FITTING END GAP, MOD.04XMAP, BY RAINBIRD. (THIS SYMBOL jx/ Z 3 _ BY (RAINBIRD. AT EACH END of LINE, WITH COUPLING x TYPICAL. � x/x � = v III N MOD. TMDFGOUP "IS SYMBOL o ), TYPICAL. I , C SCH 80 PVG MALE 5GH 40 PVC PURE COMPENSATING XERIBU& EMITTERS, \ *� Z z _ X ' ADAPTS TYP. LATERAL LINE /x/ ,\ \ W z MOD. aPC-5, Y'U DIFFUSER GAP BY RAINBIRD. - a L/4' BARB TRANSFER l (THIS SYMBOL ® ), TYPICAL. INSTALL WIT1N Y4 I FITTING, �� J 5CH 80 NIPPLE TUBING STAKE MOD. VM-025 ON HIGH SIDE OF Moo.%XBFIWW FOR SINGLE EMITTER ` - 11, _ --- PLANT, PER DETAIL AND E SYMBOLS E FOR DOUBLE EMITTER \ (THESE SYMBOLS / � / / '}C i ), , i� � � PVC, 5GH 80 ELL (TYP) TYPICAL -\ f \ ° FLEXIBLE BLACK STRIPE TUBING, LINE WITH FLEXIBLE TUBING, AT HIGHEST PORTION OF TUBING YV EASY FIT H - CONNECT LA MOD oxB5 -100, YV 6ALVNIZED 5T �t�, T1pGF5pFTP, COUPLING, MOD.> DFG - ' / COMPRESSION FI SYSTEM ADAPTER MOD GOUP1. AND t p . A�TMOSPHERIG VACUUM BREAKER DowN MoD.'tr -o5o wD,BY ' RAINBIRD. 5' O.G. SPACING \ 1� ` zt TEE PRESSI N BY RAINBIRD, TYPICAL. (THIS, SYMBOL i "�_�) TYPICAL. \\ PROVIDE A VACUUM BREAKER VALVE AT EXISTING HOSE BIBB (FIELD J W TEMPORARY :y .... ; NOT TO SCALE \ � . � LOCATE) PRIOR TO TEMPORARY IRRIGATION GONNEC.TION, TYPICAL. O Z F- \ ` ' POINT OF CONNECTION AT EXISTING HOSE BIBB (FIELD LOCATE). x/x Z z CT1 t �� ` I : - F l' Il • v t CONTRACTOR SHALL GHEGK AND VEWFY WATER PRESSURE 15 AT LEAST 1 jx/ W O 1 , TYPICAL. '' , ��x U - 5o PSI AT POINT OF CONNECTION (P.O.G), �; x�� _ �N T USE 5MUN6 �- G VACUUM BREAKER VALVE, TYPICAL. GHEGK VALVE" \� t (� �l( k �� r 'Y4• TEMPORARY ATMQ5PNERI V D / \ ®- CONNECTION, PER DETAIL x/x FIN15H &RAVE, ON SLOPE; \ a DOWNSTREAM OF GONNEG j/ ON GRADE LATERAL CHECK VALVE, PER \'' -_ V-9 `. AINLI 40 PVG 15 SYMBOL TYPICAL - C PER PLAN. INSTALL IN ,, 5 LINE, PER NOTES. " T DIRECTION ►�� _ �� MN OLD BALL VALVE, TYPI B jx /x CORRECT \ , x - A AIL �. x ° jr t A = i IS YSMBOL ), TYPICAL, PER M7 AIL I I =► OF FLOW. \ . •, �3 x t SxT FEMALE \ z5 k ADAF o DIY �. � � .. �� .r ,. l ON GRADE (t _ \ 4 ! - k, /x I- III - III -III -I _ � = ;, �.. � - � , LATERAL LINE, PER NOTES. . k TEMPORARY I AUTOMATIC METERING VALVE -) -. .T V ' x MOD. TMtI 513tIE5, BY RAINBIRD (THIS SYMBOL REED I =1 11 =1 I I -III- -_ ,�e j DAVID R ;-1 11= 111 =1 I I =1 I I ;III- i z- .� \ /x TYPICAL, (b TorAU PER DETAIL G LANDSCAPE =III x TECTS —I —I � �". •-' t�' � s'P� � �L�� _ � � ARCH( .. J III - III -III- _ STABILIZERS, I EA. RIVE, p f( - rA DIRECTION OF FLOW #� c V A 3 I" 9 �� PER DETAIL e of q N w �� A I A J _ I' 6b l y�j,} , I TG, N 2171 DI GO, STREET SUITE 1 _' SAN DIEGO, j 239FOOOA� 1--�- \- 0_ .`\ www.drasla.com p /� y� /� FY s ANTI i7RA�I N VALVE v• s x�y^ O NORTH 3 / NOT ro SCALE TEMPORARY 4 T r 1" PVC, ADJUSTABLE CHECK VALVE, r 16CAPF D z Z -+� �' MOD. •GY-0T50FM BY KB.I. 8 .; A� { (THIS SYMBOL ■ ), TYPICAL PER DETAIL e 0 4 OTtEE�le.y�i SINGLE- OUTLET EMITTER: Q' a PRESSURE COMPENSATING MODUI E PG-5. TEMPORARY TERAL LINE, �� -- INSTALL ON HIGH SIDE OF PLANTING, WITH Vs" IMAN TOOL XM -TOOL TO ' V. P� DETAIL TUBING STAKE MOD >rT5 O25 BY RAINBIRD. INSET CONNECTOR DIRECTLY } -2 PG-5 EMITTER PER 5 GAL. PLANTS INTO 112 -INCH POLYETHYLENE TUBING. SCALE. 1 /8 " -1' -0" _ -I PG�i EMITTER PER I GAL. PLANTS : ' ' �' � I RRI GATI ON PLAN �9�� g -;�; II ®�� Fy W FIN15H GRADE � O ON SLOPE. _ _ _ SCALE: va'=r -o" TEMP�7RARY _ n Te 1 r d TI /911 wl/�TE _ SHRUB SG. I. DUE TO 1i� SENSITIVE NATURE OF THIS COASTAL BLUFF, TEMPORARY S. CONTRACTOR SHALL GHEGK AND VEWFY ALL SITE CONDITIONS, UTILITIES, AND IRRIGATION NAND IRRIGATION SHALL BE INSTiALLED�M T14T14 N`A UNPROVED F LTER PERT PLAN. z IRRIGATION SHALL E ACCOMPLISHED BY MAWAWY OPERATED WATERING, AS SERVICES PRIOR TO BMINNIN& OF WORK I QQ I �-��TI ON LEGE D ytTTEV NEGE56ARY, UNDER THE SUPERVISION OF THE 0W ER5 LANDSCAPE MAINTENANCE 4. CONTRACTOR SHALL CHECK AND VERIFY WATER PRESSURE OF AT LEAST AT I IN LANTING AREASAND REGOMPAGIED TO 40iG MINIMUM UNDER :: SI �. �� DETAIL It -INCH POLYETHYLENE TUBING: CONTRACTOR HAND WATERING MAY BE ACCOMPLISHED WITH THE USE OF LOW 550 PSI AT POINT OF CONNECTION (P.O.G) PER PLAN, PRIOR TO BEGINNING OF 51M. MF6R DESCRIPTION RAIN BIRD XBS BLACK STRIPE _ \ PRECIPITATION RATE (< 5'/HR) EMITTERS AT AEG& SHRUB, BUY ONLY IF A PG-5 INSTALL ON HIGH SIDE OF PLANTING, WITH TUBING W/ GALVANIZED TIE i MAINTENANCE NEATEN 15 ON -RITE, MONITORING 5AID IRRIGATION. pTHERWISE THE WORK• NOTIFY LAND 0A ARCHITECT OF ANY DISGREPANGY. 1I. CONTRACTOR SHALL MOUNT 1IM16AT10N SCHEDULING GUIDELINES (PROVIDED BY RAINBIRD PRE55URE ^TUBING STAKE MOD >RT5 -025 BY F DOWN MOD. 'TVANIZE TI EMD, I Ii - y- -' — IRRIGATION SHALL NOT � AIJ.ONBD. RAINBIRD, PER DETAIL 1 - , O Z 5. POINT OF CONNECTION (P.O.G) SHALL AT EXISTING HOSE BIBS AT BACK LANDSCAPE ARCH TO OMM FOR MANUAL OPERATION. CONTRACTOR 15 REM. COMPENSATING LLJ To USE MULTIPLE STARTS FOR EACH VALVE TO Mh�EVE DEEP WATERING. xERI -8116 EMITTER VOL. MAX. I I :z >t 7 i TOR To PROVIDE A NEW VACUUM BREAKER AT EXISTING HOSE I" SIZE, WITH PRESSURE REGULATING 1, f" 0_ S.G. 2. EXISTING SLOPES ON THIS PROJECT ARE LARGE AND STEE° (MO"'TLY 1.5:1 ' I I I •�:; • BI$B FOR THIS PROJECT. 12. 'A5- BUILT" DRAWINGS SHALL INCLUDE LOCATIONS OF ALL MAINS, VALVES, E � BgR►.�ADON AI1T'OMATIG I"R SERIES FILTER MOD! WITH PRF- 100 -RBY, - r IN STNS). CONTRACTOR SHALL EXERCISE CAUTION AND SAFELY IN ALL EMITTERS, IF DIFFERENT THAN PLANS. LOCATE BY DIMENSIONIN6 FROM TWO FIXED METERIN6 BY RAINBIRD PRE55URE SET At 30 G Q In �'I; till' 44Th °II' l,� l� I MATTERS PERTAINING TO WORK ON THE SLOPE' b. FLUSH ALL PIPES GLEAN PRIOR TO INSTALLING EMTTERS. VALVE WITH PSI. PER DETAIL ! 1 z Q y4-INGH BARB T� MOD 14- NCH TUBING: III I I , —' —I I , I T`I POINTS (CONTRACTOR MAY USE A BOLT ORT IN THE SPRINKLER PLAN AND EDIT IN ` J — •XBFSTEE OR POLYETHYLENE CONNECTOR MOD DISTRIBUTION TUBING I/4 -INCH TUBING STAKE: ' —III S.C. S. END OF b MONTHS INTO THE MAINTENANCE PERIOD, 'T. OBTAIN AN IRRI&ATION C.OVERA&e APPROVAL FROM THE LAND50APE PERMANENT RED INK FOR THE A5 -BUILT DRAWING) ® BgLL Vpd VE BTU - SERIES LINE SIZE FOR MANIFOLD, PER DETAIL 5 W z RAIN BIRD T5-025 ARCHITECT PRIOR TO PLANTING. CONTACT LANDSCAPE ATRGtIITEGT AT LEAST 24 XBFIGONN BY RAINBIRD RAIN BIRD PT-025 CONTRACTOR TO ADJUST LOCATION OF XERIBW TO RVOD 5,4TURATED ROOT 15. PROVIDE THE FOLLOWING TOOLS AND MATERIALS AS PART OF THIS CONTRACT: KBI ANTI -DRAIN / CV SERIES LINE SIZE, USE SPRING GHEGK VALVE ONLY Q F'- GROWN. HOURS IN ADVANCE OF DESIRE? INSPECTION TIME. GUARANTEES. FER PLAN. INSTALL CORRECTLY WITH ��/� w GHEC'K VALVE DIRECTION OF FLOW ON LATERAL LINE, E V J � W W I. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEMS THAT ARE GOhPLETE AND 6. PROVIDE ANTI -DRAIN VALVES OF CORRECT LINE SIZE WHERE FIELD B. PLASTIC SEALED DIAGRAM OF��TEM AREAS. REDUCED PRINT FROM PER PLAN AND DETAIL - _ �j� A. ALL EWIPMENT OPERATION FUNCTIONIN& IN EVERY WAY. CONDITIONS DEMAND, PER PLANS, AND /OR AS REQUIRED. LANDSCAPE ARCHITECT. - 17RI P EMITTER 2. PLANS ARE PRECISE, AND YEr DIA6RAMMATIG. PRECISE LOCATION of G. 1 AS -BUILT DRAWINGS. BROWINLINE UVR -PVC, SON. 40 USE DE GRADE LATERAL LINE, LAYOUT ON - O D TEMPORARY EMITTERS SHALL BE FIELD AD.U5TEV TO MEET MINOR VARIATIONS IN PLAN. LATERAL LINE GRADE WITH V.I.T. STABILIZERS, PER 6 LL NOT TO SCALE FINISH GRADE (W/ MULC71N ' DETAIL W Z PLASTIC VALVE BOX T° VIA. VANE BOX CONNECT LATERAL LINE TO FLEXIBLE J BELOW VANE BOX TO TUBING WITH EASY FIT GOMPRE5510N � � � 5/Ib' HOT ROWED STEEL 'J' HOOK (2 READ) COVERED WITH BACK FLUSH PRE55URE REGULATING S�S.INiIBITORS PER SHRUB PLANTING AREA FITTINGS SYSTEM r 1 N J U Q O PROTECTIVE VINYL TUBING, WELDEV TO 04 REBAR 5TAKE. TYPICAL. FILTER RBF-100-HFF ADAPTER MOD!TMDGF50FTP, _ Il — — _ COUPLING MOD?TMDFGOUP, AND � N GRADE 5GH 40 UVR -PVC — —_ ----- - - - - -- D. MDGFTEE, BY RAINBIRD, O Z O� TEE MO INISH GRADE BROWNLINE MAINLINE OR l =1 11 =1 11= I L =1 11 =1 11 =1 I 111= I 11= mFICAL. w F .*, cn 5 Q LATERAL LINE AS occuRS, 1, , t t —t I I — - AUTOMATIC =1 I I —III I I —) I f- — SGH 40 UVR -PVC LAZE PER PLAN. -I I ( =III III 'METERING VALVE. I I I =1 I I= ATMOSPHERIC W2-0 i SIZE, TO BE INSTALLED U 1� Y Z 45° Ell. - _ I I -1 11= I I I, I II ( I I I 11 i 1 I I— ® AcauM BREAKER = W W U w� IWO5PI000U5LY IN BETN�N SHR 135, AND MALE =III �n DETAIABOVE HIGHEST HEAD OF SYSTEM, P1Bt - z O I6HE5 D 11 =1 11 =1 11 =1 11 =1 I I _ ;III -1 11 =1 I I 1 =1 11 =1 1= BALI" VALVE L j �- _ _ _ _ PVC. 5GH. 40 ANY G MAIN LINE SCA 40 USE ON GRADE LATERAL LINE, LAYOUT ON CO J =I I I =III -I I -III- ` I -I I -I I I I -I I I -I ( -I I- III -III- FLOW NIPPLE. GRADE WITH V.I.T. STABILIZERS, (IF REQ DJ, Q -1 11 =1 I I I -1 11 =1 I I 11 =1 11= 11 =1 11 =1 I I I ,III; ,I LATERAL pl �- PVC. 5X5 �G v` O I —III I =1 I I— III =I I =I I ( I I I I ELL RANORD FLEXIBLE BLACK X86.100. PLACE ON GRADE W/ GALVANIZED OL TRIPE TUBING. STAKE DOWN MOD. #TD5 -050 T� - III -III - a� W/BEND, BY RAINBIRD 0 W O.G. MA I —III— II iii- PVC. 5CH. 40 o a RAfeTT� ION MDGFGAP AT EACH END OF BLACK STRIPE TIDING n NIPPLE. ° 8p TTIN6 �,gp LINE INSTALL WITH COUPLING MOD. UNDE2 GROUND 5GH 40 WG MAINLINE Tq IDFGOUP, BY RAINBIRD. oR Ie PVC, SCH 40 O O 0 0 8 Opd' swrr TO BALL VALVE OR LATERAL LINE ro *{X REBAR ROD WITH 'J• FEMALE ADAPTER SPRINKLER aL OC+GURS, HooKF� RADIUS AT ONE FEMALE PVG TEE 4 VIA GRAVEL \ R"ORD ' DISTRIBUTION PT -025 INSTALL Y4" BARB TRANSFER FITTING u 4 —III— OR ELL. SUMP. b' X b' IN6, FOR SINGLE EMITTER OUTLET: END TO HOLD. AT 18' MIN. USE MOD. E EMITTER AND — PEA ��. PVC MAIN. FOR DOUBLE EMITTER Gt1TLET: = I 1 =I TTY DEPTH. LENGTH AS REQ'D. BRICK. (oPnONAU• - - - A-1 MRMCLR Z NE USE MOD. •XBF3TEE BY RAINBIRD. AUTOMATIC NtETERING VALVE YV/ FI BALL YALYE $ p PER MINUTE B I L L ZER c NOT TO SCALE TEMPORAR OF COTE 'k ON GRA17E PIPE AN17 STA tr7 NOT TO 50AM TEMPORARY NOT ro SCALE TEMPORARY APPROVALS CITY ❑ F E N C I N I T A S ENGINEERING SERVICES DEPARTMENT DRAWING N ❑• SCALE SPECIAL DISTRICT A GRADM PLAN FOR: do ASSOCIATED STRUCTURAL REPAIRS REVISIONS APPR VED DATE REFERENCES DATE BENCH MARK PLANS PREPARED UNDER SUPERVISION OF 1 1:VtEWfV 8Y: TO UPP BLUFF RETENTION SYSTEM 1►13 (v l (3 DESCRIPTION: � 18410 -S. � � ! 9 -14-11 D� AAA , BYi <SORICH PROPERTY LOCATION: STAMPED 131wCCST M SIDEWALK DATE MR- RICK , IN THE 90134WCC 10 IN D ALK•�1DfA HORIZONTAL t' -to' 1962 MASIH MAHER u� CE A. WATT 816 NEPTUNE AVENUE, ENCINIT. =a, CALIFORNU4 ��c72¢ BLVD. AM orTPHOUS /►VE" 37 FEET R.L.A. NO, � to jt / DAT��pg�/ APN: 256 = 011 -12 AND 256 -C' 1 -04 FASTERLY OF IRAFF1c SIGNAL N A DAVID W. REED RLA x_30_13 DATE, E �i PLANI@ICi CASE NOS 10- f� RECORD FROM: C.S.D. VERTICAL CONTROL VERTICAL �— EXP. SHEET 7 OF JO ELEVA110 N I 543�NAVD68)DATU M: U.S.0 -&G.S. V H a U Z e " Z a O N o N N � d C IRRI6ATION 910M IPICATIONS � Q PART I - doom PART S - im e0ftom � � ° a PART 4 - SWALLATION Z CD ❑ IOI DGSGRIFTION 501 `A5-0&r IRRIGATION ORAWINSS o W a A. WORK DISCUSSED IN THIS SECTION INCLUDES THE FURNISHING, OF ALL LABOR, MATERIALS, AND EQUIPMENT 401 LAYOUT PREPARE AN "A5- BUILT' DRAWING ON A BLUELINE PRINT MIGH SHALL SHOW DEVIATIONS FROM THE BID O CU vi REQUIRED TO COMPLETE WORK INDICATED ON THE DRAWINGS. THE WORK SHALL BE PERFORMED IN A. LAYOUT WORK AS ACCURATELY AS P055113LE TO THE DRAWINGS. THE DRAWNGS, THOUGH CAREFULLY DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAIN LINE PIPE, CONTROLLER LOCATIONS, VALVES a w ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE DRAWN, ARE 6ENEIRALLY DIAGRAMMATIC TO THE EXTENT THAT PIPE NOT SHOWN. JOB CONDITIONS WILL NOT AND SPRINKLER }FADS. THE DRAWNG5 SHALL BE DELIVERED TO OWNER OR HIS REPRESENTATIVE BEFORE C7 ae IM ° CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE ORANNSG, NOTES, AND ALWAYS PERMIT LOCATING, PIPING, VALVES, AND HEADS WHERE S OM. WHEN TH15 SITUATION OCCURS, IT SHALL FINAL ACCEPTANCE OF WORK. LANDSCAPE CONTRACTOR SHALL KEEP REDLINES AS- GUILTS UP TO DATE IN A Z w v= M THESE SPECIFICATIONS. BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY AND THE RELOCATION DETERMINED IN A JOINT DAILY BASIS. z CONFERENCE. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RELOCATING, OF ANY ITEMS NTHOUT W _- u a IRR6ATION AND LANDSCAPE WORK MAY BE DONE coNcApiRENTLY, HOWEVER, PLANTING MAY NOT START IN FIRST OBTAINING OWNERS APPROVAL. HE SHALL REMOVE AND RELOCATE SUCH ITEMS AT H15 OWN EXPENSE IF 5.02 6WIRANTEE Ld � a ANY SECTION PRIOR TO INSPECTION AND APPROVAL OF THE SPRINKLER WORK 50 DIRECTED BY THE OWNER A. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN Z 3 D MATERIAL, EQUIPMENT, AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART — O r,, G. PRIOR TO EXCAVATION FOR IRRIGATION PIPE, LOCATE ALL EL.EGTRCAL GABLE, CONDUITS, AND ALL UTILITY D. MINOR CHANGES IN LOCATIONS TO THE ABOVE FROM LOCATIONS 5HIONN SHALL BE MADE WHEN DIRECTED OF THE PREMISES, RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMAN5141P TO = LINES 50 THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS OR EXI5TIN6 SY OWNM AT NO ADDITIONAL COST (TO THE ONCIR) PROVIDING SUCH CMANSE 15 ORDERED BEFORE 5UGH THE SATISFACTION OF OWNER OR HI5 REPRESENTATIVE. Z W z z zz CONDITIONS. IN THE EVENT OF A CONFLICT BE1YCEN SUCH LINES AND PIPE LOCATIONS, PROMPTLY NOTIFY THE ITEMS OF WORK, OR WORK DIRECTLY CONNECTED TO SAME ARE INSTALLED, AND PROVIDING NO ADDITIONAL OWNER WHO SHALL ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE MATERIALS ARE REQUIRED. B REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY UPON NOTIFICATION BY OWNER OR HIS REPRESENTATIVE J a PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR (AT HIS OWN EXPENSE) MAKING ANY AND ALL AT NO ADDITIONAL COST. REPAIRS FOR DAMAGE RESULTING FOR WORK HEIiMAVER. 4A2 EXCAVATIM AND TFAWh NG (W TIREWAM ON SLOPE,►. O A. PRIOR TO EXCAVATION, LOCATE ALL UTILITIES. SEE NOTE IDI G AT THE BEGINNING OF THIS SECTION. Co. MAINTENANCE DATA: SUBMIT MAINTENANCE DATA AND PARTS LIM FOR IRRI6ATION SYSTEM MAIERIAL5 (n IA2 r•++C' +UAL OONDITIONL4 PERFORM ALL EXCAVATIONS AS REWIRED FOR THE INSTALLATION OF THE WORK INGLUDW UNDER THIS AND PRODUCTS. INCLUDE THESE DATA, PRODUCT DATA, SHOP DRAWING5 AND RECORD DRAWINGS IN THE GENERAL CONDITIONS ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK, AND APPLY TO SECTION, INCLUDING, SHORINA9 OF EARTH BANKS TO PREVENT GAVE -INS. RESTORE ALL SURFACES, EX1511NO MAINTENANCE MANUAL. THIS SECTION FULLY AS IF REPEATED HERE. UNDERGROUND INSTALLATIONS, ETC„ DAMAGED OR OUT AS A RESULT OF THE EXCAVATIONS, TO THEIR ORIGINAL CONDITION AND IN A MANNER APPROVED BY OWNER U Z IDS GAL 111111011111045M O FURNISH AND INSTALL IRRIGATION SYSTEM, INCLUDING ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH B. ALL TRENCHES SHALL BE A MINIMUM OF 6 INCHES FROM PAVING. TRENCHING ADJACENT TO STRUCTURES Z CAN REASONABLY BE INFERRED AS PART OF THE WORK, AS NECESSARY TO PROVIDE A COMPLETE AND SHALL BE CLEARLY OUTSIDE THE ANGLE OF INFLUENCE OF FOOTINGS (A HORIZONTAL DISTANCE TWICE THE U WORKABLE SYSTEM., DEPTH FROM FINISHED GRADE TO THE TOP ONE THIRD OF THE FOOTING). Ld O Ljj 1,04 WORK IMCMA ED Co. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 4 INCHES BETWEEN PARALLEL PIPE LINES. Z THE FOLLOWING ITEMS ARE DETERMINED TO BE A PART OF THE IRRIGATION WORK (OR WORK OF LANDSCAPE MAINTAIN A MINIMUM OF I INCH VERTICAL CLEARANCE BETWEEN LINES. TRENCHES FOR PIPE LINES SHALL BE O V) Z SUBCONTRACTOR) WHEN APPLICABLE TO THE PLANS. MADE OF SUFFICIENT DE'TH5 TO PROVIDE THE MINIMUM COVER FROM FINISH GRADE OF 12-INCH MINIMUM COVER W O OVER LATERAL LINES TO HEADS. U A. P.O.G. CONNECTION OF SYSTEM TO EXISTING WATER SUPPLY 6. REVIEW OF UTILITY PLANS SHOWING OTHER UNDERGROUND FACILITIES. • I. 18-INCH MINIMUM COVER OVER MAINLINES TO REMOTE CONTROL VALVE5. Co. TRENCHING AND BACKFILL. 0 2.12-INCH MINIMUM COVER OVER LATERAL LINES TO HEADS. D. ALL IRRIGATION MATERIAL AND EQUIPMENT INDICATED ON DRAWINGS. E WATER CONNECTION. D. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES, AND R37 SIGNAL LANTERNS AS REQUIRED BY THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY AND ANY LOCAL ORDINANCES. I45 GODE3 RUJ=�i, AND SAFETY ORD9Z9 ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF 466 FIFE LSE ASSEMBLY THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY; THE UNIFORM PLUMBING CODE PUBLISHED BY A. BACKFL.ON PREVENTER INSTALL 12 -INCH MINIMUM ABOVE GRADE WITH CONCRETE THRUST BLOCKS. THE WESTERN PLUMBING OFFICIALS' ASSOCIATION; AND OTHER APPLICABLE LAY45 OR RESA LATTON5. NOTHING IN THESE ORAWIN65 OR 5PECIFICATION5 I5 TO BE CONSTIRUED TO PERMIT WORK NOT CONFORMING TO THESE B. REMOTE CONTROL VALVES: INSTALL WHERE SHOWN. GROUP TOGETHER M RE PRACTICAL. PLACE NO COVES. CLOSER THAN 5 INCHES AND PARALLEL TO PAVING, AND HOUSE IN VALVE BOXES WITH TOPS SET TO GRADE. I0b sAwnwirim AND APPROVAL Co. PLASTIC PIPE AND FITTINGS: PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE PIPE FROM N4HEREVE2 THE TERMS 'APPROVE ", *APPROVAL", OR •APPROVED EGUTAL" ARE USED IN THE PLANS 4 SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. SOLVENT -AELD PLASTIC SPECIFICATIONS, THEY SHALL MEAN THE APPROVAL OF LANDSCAPE ARCHITECT IN WRITING. PIPE AND FITTINGS, USING SOLVENTS AND METHODS AS RECOMMENDED BY MANUFACTURER OF THE PIPE, EXCEPT WHERE 5GR34ED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY GLEANED TAT 90111SPLILE OF WORK OF DIRT, DUST, AND MOISTURE BEFORE APPLYING SOLVENT. INSTALL PIPE AT TEMPERATURES OVER 40 SCHEDULE AND COORDINATE HYDROSEEDIN6 AND RATER CONNECTIONS, AND THE PLACEMENT OF MATERIAL VESREE5 F. AND EQUIPMENT IN A MANNER THAT WILL EFFECT THE EARLIEST COMPLETION OF THE WORK IN CONFORMANCE WITH THE CONSTRUCTION PROGRESS SCHEDULE. IMPORTANNTL - GLEAN OFF EXCESS SOLVENT. ALL WELDD JOINTS SHALL CURE AT LEAST 15 MINUTES BEFORE MOVING OR HANDLING, AND AT LEAST 24 HOURS BEFORE WATER 15 PERMITTED IN THE PIPE. PART 2 - OdNOlY• SITGIRAiE AND liA1Dl.9li D. PLASTIC TO METAL PIPE CONNECTIONS: MAKE ALL CONNECTIONS- BETWCEN PLASTIC PIPE AND METAL PARTS R(1 201 NOTrVoATION OR PIPE WITH THREADED FITTINGS USING PLASTIC MALE ADAPTERS. APPLY A NON - HARDENING PIPE DOPE OR v� PROVIDE NOTIFICATION OF DELIVERY SCHEDULE IN ADVANCE 50 MATERIAL MAY BE INSPECTED UPON ARRIVAL TEFLON TAPE TO MALE THREADS. TAKE UP WITH L16W WRENCH PRESSURE. AT THE JOB SITE. REMOVE UNACCEPTABLE MATERIAL FROM THE JOB SITE IMMEDIATELY. � O E DRIP EMMITERS: INSTALL ON HIGH SIDE OF PLANT BASIN 202 PROTECTION A. PROTECT WORK AND MATERIALS UNDER THIS SECTION FROM DAMAGE DURING CONSTRUCTION AND STORAGE. F. PLUGGING PIPE: GAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE POLYVINYL CHLORIDE (PVC) POLYETHELINE PIPE (PE) AND FITTIN(95 SHALL BE SHIELDED FROM DIRECT SUNLIGHT. ENTRANCE OF MATERIALS THAT COULD 05STFJCT THE PIPE, AND LEAVE IN PLACE UNTIL REMOVAL 15 NECESSARY FOR COMPLETION OF INSTALLATION. _ S. ASSUME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING GO5TRI1G110N AND RESTORE PROPERTY TO ITS 6. FLUSHING IRR6ATION SYSTEM: THOROUGHLY FLUSH OUT ALL WATERLINES, THEN INSTALL HEADS, VALVES, . v ~a, OR16INAL CONDITION 5HOULD DAMAGE OCCUR AS A RESULT OF THE WORK OF TH15 SECTION. AND OTHER HYDRANTS. TEST IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: ,rte G. HANDLE PLASTIC PIPE AND FITTINGS CAREFULLY AND STORE UNDER COVER TO AVOID DAMAGE. BEDS ON I. REQUEST THE PRESENCE OF OWNER OR HIS REPRESENTATIVE AT LEAST FORTY -EIGHT (48) HOUR5 IN +L WHICH MATERIALS ARE STORED MUST BE FULL LENGTH OF PIPE TO AVOID DAMAGE. ANY PIPE THAT HAS BEEN DAMAGED OR DENTED SHALL NOT BE USED IN THE WORK. ADVANCE OF TESTING. TEST 15 TO BE ACCOMPLISHED AT THE EXPENSE OF CONTRACTOR, AND IN THE PRESENCE OF THE OWNER OR M15 REPRESENTATIVE IF 50 DESIRED, OR WITH SUBMITTAL OF RECORDED V PART 9 - MA711lW.fs RESULTS OF TEST. WE • 2. CENTER LOAD PIPING WITH SUFFICIENT AMOUNT OF BACKFILL TO PREVENT ARC44IN6 OR SLIPPING UNDER n SAI GENERAL PRESSURE. APPLY CONTINUOUS WATER PRESSURE OF THE NINBER OF POUNDS PER SQUARE INCH SPECIFIED +�- ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. FOR ALL MATERIALS, ON THE PLANS AT THE POINT OF CONNECTION. AN INVOICE SHALL BE SUBMITTED SHOWING QUANTITIES OF MATERIALS. A. PRE55LRE LINES TO BE TESTED FOR FOUR HOURS. 902 DE501111tIPT'ION B. LATERAL LINES TO BE TESTED FOR 1Y40 HOURS. A. PLASTIC PIPING: ALL MAIN LINE PIPE SHALL BE AN APPROVED BRAND, CLA55 515 PVC,. ALL LATERAL PIPE TO SPRINKLERS SHALL BE SCH 40 UVR -PVC, TYPE II20 -1220 POLYVINYL CHLORIDE (LUG) PIPE. ALL PIPE • S. REPAIR LEAKS RESULTING, FROM TESTS AND RETEST UNTIL SYSTEM MEETS SPECIFIED TESTS. SHALL CONFORM TO ASTM 0E785 AND A5TM 02241. K ORIPPERLINE INSTALLATION: 15. PLASTIC FITTINGS AND OTHER PARTS: SCHEDULE 40, POLYVINYL CHLORIDE (PVC) STANDARD ME16W AS 0 I. INSTALL ALL FLEXIBLE PIPE (BLACK STRIFE) TUBING AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE MANUFACTURED BY SLOANE, LASCO, OR AN APPROVED EQUAL, ASTM P2464, ASTM D2466, OR ASTM D246't AS ON ALL THREADED CONNECTIONS. Z REQUIRED. • 2. CLAMP FLEXIBLE PIPE (BLACK STRIFE) TUBING FITTINGS WITH GALVANIZED STAKE DOWN MOD. WrOS -050 O O Co. SOLVENT CEMENT: COMPATIBLE WITH PVC, PIPE AND OF PROPER CONSISTENCY. NO MIXING OF SOLVENT I KENO, BY RAIN15IRD a 5' O.G. MAX WTH THINNER WILL BE ALLOWED. • 5. GAP OR PLUG ALL OPENING5 AS 50ON AS LINES HAVE BEEN INSTALLED TO PREVENT THE IWRU51ON OF 7 D. PIPE PRIMER: COMPATIBLE WITH PVC, PIPE AND OF PROPER CONSISTENCY. MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL 15 NECESSARY FOR P , L Q COMPLETION OF INSTALLATION. V LL. E DRIP EMMITERS: OF MANUFACTURERS SPECIFIED IN LEGEND OF DRAWINk55. 0 • 4. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER HYDRANTS. Q w F. FLEXIBLE (BLACK STRIPE) TUBING, AND DIST. TUBIN6:OF THE MANUFACTURE SPECIFIED IN LEGEND ON S. TEST IN AGGORDANCE WITH PARAGRAPH ON HYDROSTATIC TEST'S. V ,� � 0 � Z DRAWIN65. DRIPPER FLOA RATE AND SPACING, SMALL BE AS INDICATED ON DRA14INSS. L\Q. LI..I L� W I. UPON COMPLenoN OF THE TEsTIN6, THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLER Q I. DRPLINE FITTINGS: ALL CON ECTIONS SHALL BE MADE WITH DRIPLINE (MANUFACTURE APPROVED) INSERT HEADS FOR PROPER DISTRIBUTION. N LL FITTINGS. 2. SOIL STAPLES: ALL ON- SURFACE INSTALLATIONS SHALL BE HUD IN 4.04 BAC49O L AND GOMFAGTING A. AFTER SYSTEM 15 OPERATING, AND REQUIRED TESTS AND INSPECTIONS BEEN cd Li— LL Z • PLACE NTH SOIL STAKE DOWNS HAVE MADE, 5AVMLL J SPACED EVENLY EVERY 5' ON CENTER, AND WITH TY40 STAKE DOHS ON EACH4 CHANGE OF LOCATION. EXCAVATIONS AND TRENCHES NTH GLEAN SOIL, FREE FROM RUBBISH. _ L N 6. LINE FLUSHING VALVES: OF THE MANUFACTURE SPECIFIED IN LEGEND ON DRAWINNG5. ALL DRIPLINE SYSTEMS IL BACKFILL FOR ALL TRENCHES, REGARDLESS of THE TYPE OF PIPE COVERED, SHALL BE GOMPACIED To DAVID REED U JM v ° SHALL BE INSTALLED WITH AN AUTOMATIC, LINE FLUSHING VALVES AS INDICATED ON DRAWINGS. DRIPLINE WITH 90AH DENSITY. W N INTEGRATED :CHECK VALVES DO NOT REQUIRE AN AUTOMATIC LINE FLUSHING VALVE BUT MST HAVE A MANUAL LANDSCAPE W D O Z FLLSHHIN6 PORTY6) IN THE POSITION THAT AN AUTOMATIC FLUSH VALVE WOULD BE POSITION. W K AIRNAGUUM RELIEF VALVES: OF THE MANUFACTURE SPECIFIED IN LEGEND ON ORAWNGS. EACH INDEPENDENT ARCHITECTS = U LLB DRIPLINE SUBSURFACE IRRIGATION ZONE SHALL BE INSTALLED NTH WM AN AIRIVAG RELIEF VALVE AT THE Li ZONES HIGHEST POINT(S). DRIPLINE NTH INTEGRATED CHECK VALVES ZONES DO NOT REQUIRE AN AIRNACUIM RELIEF HI n Vj D L�L 1�/- V Z O 2171 INDIA STREET SUITE A , H/ >, O J_ SAN DIEGO, CALIFORNIA 92107 Q ( ) D V � / ^ � V � 00 0 (619) 2393300 w .dmslaxom FIE NIL 6NE 06-27 -10 lI�T a cp ZL AS &jta- �teloN A � 930 -i Daft ®� o®a�m sw OF CAbAF CHMM W. REVISIONS APPR VED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED 13Y 1 DRAWN BY CHFCKrn i3y APPROVALS CITY ❑ F- E N C I N I T A S ENGINEERING SERVICES DEPARTMENT DRAWING NO. DWR GB AS Arn Ul ur - G )I }3 ' 4 DESCRIPTIONS Na 1024 PER IPASS O � SURVEY tease. 25 BRASS DISK LOCATION: STRIPED 0134WOCSI• IN SWEIMLX IN THE SOUTHEAST QUADRANT UEUCADN NNIX A ORPHEUS AVE., 37 FFFT ND HORIZONTAL 1 - -10' PLAN PRE A E DER SUPERVISI ❑N OF DATE = 9 -14 -11 ftSVIOWLFD Sy: 4,t /0 G BY= BY= GRADING PLAIN F�AEMEnC & ASSOCIATED STRUCTURAL REPAIRS TO UPPER BLUFF RETENTION SYSTEM MR. RICK SORICH PROPERTY logos -G EASTERLY OF TRAFFIC SWAAL RECORD FROM: C.S.D. VERTICAL CONTROL ELEVATION 978543 VERTICAL N/A R.L.A, N❑. = 1962 DAVID W. REED RLA 9 -30 -13 MASTH MAKER NIR&'NC& A. IV TT 1 G pv61.Uc wvak DH DATE= / Z /ll DATE= �b 1 -7- // 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 256- 011 -12 AND 256- 011 -04 (NAVD88)DATUM :U.S.C.deG.S. EXP, PLANNING CASE N❑= 10- MUPM ❑D /CDP SHEET 8 OF 10 V H a v W(VROSEE7I NG SPEC I F I CATIONS I. %PL.S. = % PURITY TIMES % GERMINATION OF SEED. THIS INDICATES THE MINIMUM THE MYDROMU C441N& SLURRY COMPONENTS SHALL NOT BE LEFT IN THE 10. PREPLANTIN6 FERTILIZER MAY BE APPLIED WITH THE HYDROSEED. FERTILIZER PERCENTAGE OF PURITY OF THE SEED TO BE PROVIDED. HYDROMULGH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS SHALL BE AN ORSANIG, M LLETED OR CHIP TYPE, UNIFORM IN COMPOSITION, �/ /xi-* / ` \ O n ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR FREE - FLOWING, SUITABLE FOR APPLICATION MUTH APPROVED f�iUIPMEM, AND 2. THE SEED COMPANY SHALL APPLY ALL SEED WITHIN ONE YEAR OF COLLECTION. SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY DELIVERED TO THE SITE IN UNOPENED, ORIGINAL CONTAINERS, EACH BEARING /" °1 a SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO H011R5 AFTER THE MANUFACTURERS STATEMENT OF GUARANTEED ANALYSIS. FERTILIZERS //x/*�* . �� U ¢ M 3. HYDROSEEDIN6 WILL M05T EASILY ESTABLISHED, IF APPLIED BETNEEN MIXING. THE CONTRACTOR SHALL ADD '15% MORE OF THE ORIGINAL SEED MIX SHALL BE AT RATES R6GOMh1QJDID BY A6RIGULTURAL SUITABILITY SOIL ' max/" * U M OCTOBER 15 AND JANUARY 15.. TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER TE5TIN6 RESULTS OR THE LANDSCAPE ARCHITECT. / */ \ " \ MIXING. ANY MIXTURE WHICH HAS NOT BEEN APPLIED WITHIN 6 HOURS OF MIXING / x / \ ` U) ^ 4. ADDITIONAL RATES OF MULCH AND BINDER HAVE BEEN SPECIFIED TO BE SHALL BE REJECTED AND DISPOSED OF OFF -SITE AT CONTRACTORS EXPENSE. II. 6UARANTEE: ALL HYI7ROF�DING SHALL BE GUARANTIED BY THE CONTRACTOR /* x/ 0 u ADEQUATE FOR THE STEEPNESS OF SLOPE. AS TO GROWTH AND HEALTH FOR A PERIOD OF THIRTY (30) PAYS, FINAL \ „ x /* ' } ZO 00 w 6. SPECIAL CARE 15 TO BE EXERCISED BY THE CONTRACTOR TO PREVENT THE ACCEPTANCE BY THE LANDSCAPE ARCHITECT. AREAS THAT FAILT'0 &ROW ' ix/ \ U c°OV j 5. CONTRACTOR 15 ADVI5M THAT THE ACTUAL AREA (ON SLOPE) FOR THI5 SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PLANTERS, PROPERTY, OR SHALL BE RESEEDED UPON DIRECTION OF THE LANDSCAPE ARCMITIECT. THE '' '/ '� ¢ w PROJECT 15 APPROXIMATELY 120% LARGER THAN THE AREA SHOWN IN THE ONTO WALKS OR WALL5. ANY SLURRY SPRAYED ONTO THESE AREAS SHOULD BE CONTRACTOR 15 SUBJECT TO A SIXTY (60) DAY MAINTENANCE' PERIOD OF THE v 1 au ,� */* = C CD PLAN VIEN. SEED, KLC44 AND BIDER AND FERTILIZER AMOUNTS SHALL BE GLEANED OFF BY THE CONTRACTOR RESEEDED AREAS. 1. '/ /* z N z N of COMMENSURATE WITH THIS ACTUAL SLOPE AREA, (NOT THE PLANIMETRIC AREA) Z Q. 6ERMINATION STAGE IRRI&ATION: WITHIN 12 HOURS AFTER HIYDROMULGHIN6 THE I +/! / W b. SUPERVI510N: ALL HHYDR05EEDIN6 IS SUBJECT TO APPROVAL BY THE PLANTING AREAS, THE WATERING SEQUENCE SHOULD BE INITIATED. THE WATER '`` ' `��/'/ s /* �x /* \ w J 3 LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE, AND THEY SHALL, IF SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE SOIL THOROUGHLY TO THE y I ice/* /f */, �\ \! U C NECESSARY, BE RELOCATED A5 DIRECTED AS PART OF THE CONTRACT. THE DEPTH OF THE SLURRY MULCH, TAKING CARE NOT TO SUPER SATURATE OR WASH y LANDSCAPE ARCHITECT OR HI5 REPRESENTATIVE SHALL SUPERVISE THE AWAY THE SLURRY AND SEED. THE CONTRACTOR MULL REPAIR ALL SEED / i �/°� `* W Z a WASHING OR EROSION. A L16HHT, FREQUENT IRRIGATION 5EGM34CZ SHOUT \ / HYDROSEEDIN6. \ CONTINUE UNTIL THE SEEDLIN65 HAVE &ROHR) BEYOND THE 6ERMINATION STAGE. */ `- t` � o { 1. HYDROSEED APPLICATION: A SLURRY OF FERTILIZER, SEED, AND WOOD PULP OR THE GERMINATION STAGE WILL RANGE FROM 45 TO 60 DAYS. FIBER SHALL BE AGITATED TO PROVIDE A UNIFORM MIX. THE OPERATOR 1 \, % / O SHALL SPRAY THE AREA WITH A COMPLETE UNIFORM VISIBLE COAT U51N& THE C ` COLOR OF THE CELLUL05E FIBER AS A VISUAL GUIDE. THE SLURRY SHALL BE Rl - APPLIED IN A DOWNWARD DRILLINb MOTION I) =XGEPf ON SLOPES WELL ABOVE , THE OPERATOR) VIA A FAN STREAM NOZZLE. THE MATERIALS SHOULD BE \ c UNIFORMLY IMPREGNATED WITH SEED AND SHALL ALLOW PENETRATION OF •,GI RG w * E G ! RAINFALL AND PERCOLATION OF MOISTURE INTO THE UND�LYINS SOIL. 1 \ \ z O cy- ABA° ' ft * W � l i f i AB \1 RI ` \* i FD w E (n Z S i GI cc GG GG , 1 O z AG \ \ \ AG AL�� rl G R 1 O 26 RT. G ros Z GM ET)P GM \ i i CJ GAL. EDP x/x ; i' E 1 G G RC DAVID REED RI V' LANDSCAPE 06 \ ARCHITECTS E 103 SAL. AG. M RG L Q ON MAX i GM AG GM E G ' s 2171 INDIA STREET SUITE A a GLE. 150. E . GC G I E G GI Y SAN DIEGO, CALIFORNIA 92101 CAL V i (619) 239 -3300 0 I .dmslamm Q MAX N O R T H ° \\ GI RC GG f Ir I i RHU. INT. RI VN 0 4 8 16 1 {_.9 AB 142-- _ GAM. GS o�J�ORffp f,�� z i RHHA. GAL �� GI L9P E GI MAX. - Q 5 GAL. C M'DROSEED, z F�DP TYPICAL " -1' -0" * apran * ' ^ I GBH 12 TR ERE. THIS SYMBOL( ® ) SCALE: 118 V J SEE LIST 5 GAL. �9� 9- 1�4-II �� W Ib ER1: DP N SLOPE O r® NATIVE PANTING I GAL. ERL BD. H Y n M I X NATIVE CONTAINER PLANTS NOTES: SCIENTIFIC OR PRODUCT NAME COMMON NAME P.L.5. RATE/ACRE 5EED5A-5. AMR. 51ZE QTY. SCIENTIFIC NAME COMMON NAME - THE NATIVE NON - IRRIGATED HYDROSEED MIX SHALL BE APPLIED TO THE 4' SHADE GL01H MOUNTED T11 0 z SLOPE BETWEEN OCTOBER 15 AND JANUARY 15 TO PROMOTE NATURAL BINDER AZTEGTM OR APPROVED EQUAL 225 LBS. ART. GAL. I GAL. 26 AR7EMISIA GALIFORNIGA CALIFORNIA 5A6EBR11514 ON T LL e 1 S A O.C. ( O.G. 0 GERMINATION AND EARLY GROWTH OF THE PLANTINGS WITI41N THE FERTILIZER TRIG 6 -2-4 500 LES. ATR. ERE. 5 GAL. 12 ATRIPLEX L. 'BRE°ERI' BREWER SALTBUSH INSTALL O 10't G. (PLAN 11 111-1 1 -1 LL.� O VI5V 'ON- CONTOUR' I� 11 =111 MONTHS WITH MORE PREGIPTATION. " MULCH VIR&IN WOOD FIBER 3000 165. GAM. 09. 1 GAL. MAX. 42 GAMISSONIA CHEIRANTHIFOLIA SUN CUF, BEACH EVENING - 111 =111_ - PRIOR TO LANDSCAPE CONSTRUCTION, CONTRACTOR SHALL MEET ABRONIA VILL05A SAND VERBENA 15% 1 1_55. 15,000 SSP. SUPFRUTIC05A - PRIMROSE = 111 =11111 Q ' ^ ON -SITE WITH THE LANDSCAPE ARCHITECT TO REVIEW THE SITE -IIII V I AMBROSIA GHAMI550NI5 BEACH BUR 42% 40000 GLE. 150. I GAL. MAX. 40 GLEOME 150MERI5 BLADDER POD -I 11= z Q CONDITIONS, AS &RAVED SOILS, SUCCESS CRITERIA AND OTHER ARTEM151A CALIFORNIA COASTAL 5A6EBRUSH 9% 5 L65. 55,000,000 ANGLE =5 ° -10° ly Il l =II U i- REQUIREMENTS OF THE PROJECT GOR MAR I GAL. MAX. 35 CORF.OP515 MARIT1MA SEA DAHLIA GAMI550NIA GHEIRANTHIFOLIA 55P. SUFFRIJrIG05A SUN GUP (BEAGk EVENING PRIM05Fa 72 I/2 LBS 4,000 1 111- III =11 O Z_ ENG. GAL. 16AL. MAX. 105 ENCELIA GALIFORNIGA CALIFORNIA ENGELIA 1 11- Q U C0REOPSIS MARITIMA SAN DIEGO SEA DAHLIA 1/2 L65 =11 111 J < ' ^ ERI. D.P. I GAL. Ib ERIO60NJM 'DANA POINT DANA POINT BUCKWHEAT I -III= v , LL� GOREIHRO&YNE FILANSINIFOLIA SEP. LINIFOLIA DEL MAR MESA SAND ASTER 1% 1/2 LBS Q40,000 II ICI 11 Z (ALT) ERI. BD. I SAL. ER106MM FASGICULATUM PROSTRATE CALIFORNIA - II 111= � W LLJ AS A FIRST ITEM OF WORK CONTRACTOR SHALL PROVIDE THE ENCELIA CALIFORNIA CALIFORNIA ENCELIA 24% 9 LB. I-M,000 'BRUCE DICKINSON' (ALTERNATE) - BUCKWHEAT -II < LL.I 0- LANDSCAPE ARCHITECT WITH A COMPOSITE 501L SAMPLE, COLLEGT'ED �10&ONUM FA50I0ULATUM CALIFORNIA BUCKWHEAT Z% 10 LIDS. 450,000 III I- 11111= - AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, OF ROUGHLY EQUAL LASTHENIA CALIFORNIA DWARF GOLDFIELDS 0.30% 1 -1/2 LBS. 3,250,000 RHA. GAL 5 CAL. 16 RHAMNU5 GALIFORNIGA CALIFORNIA COFFEEBERRY O W AMOUNTS, FROM A MINIMUM OF 6 LOCATION5 ON THE PROJECT SITE. 501L LASTHENIA 6LABRA GOLDFIELDS -1'1% 1 -1/2 LBS. 1,600,000 RA-U. INT. 5 GAL. 16 RHUS INTESRIFOLIA LEMONADE BERRY L, Q_ z SAMPLE WILL BE PROCESSED BY THE LANDSCAPE ARCHITECT. ACTUAL LUPINU5 BICOLOR PY45MY-LF-AFED LUPINE -16 5 IBS. 115,000 Q 111111111 1111 Z SOIL AMENDMENTS WILL BE BASED ON THE RESULT'S OF THE LAB TEST I 1111 LL THE AMENDMENT SPECIFICATIONS HAVE BEEN MIMULUS PUNIGEUS MONKEY FLOWER 1% 1 -1/2 LES. 1,200,000 v III - II -III III= -J _ LI OF T1415 SAMPLE 6 6AL5. NATIVE II III �I�II U Q O TO COVER MOST GONTIN6ENGIES FOR AMENDMENT, S'�� II -1111 6-0 _ ! , of � N CONSTRUED 50 AS III -III V THEREBY ELIMINATING THE P0551BILITY OF A GHANSE IN COST. ` BTMVEW 20ZJIOO GALS OF HYDR05EED SLURRY SHRUB EXIST. FINISH GRADE III -II II- m Z ADD GYPSUM OR FLOWAIDLE 6YP5UM TO THE MIX AND CONFIRM BEFORE APPLICATION 1900 LEIS. ON SLOPE. I II= 1111 =I MIYGORRHIZAL INOGULUM, 6LOMI5 INTRARADIGES 40 OZ. II= 1111 II= f , 1111 = 111 =1I I� I--- ' Q I MULCH IN BASIN "- "'- "' - "'- IiII =U WY a_ Z PLANTI NCS NOTES 6 BERM AROUND I I 111 =1 =1 L1J 0 W � PLANTING BASIN TO BE I 11 =111 =111 =1 � � � - I. ALL VEGETATION PLANTED ON THE SITE SHALL GON5I5T OF NATIVE, DROUGHT "1. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE B. ALL PLANTED AREA5 5HALL BE WATERED IN THOROWHLY WITH SARVOW, C0WAG� EARTH II 111= 11MII =IIk � /� , ^ F Z O TOLERANT 5PECIE5, NON IWA51VE PLANTS. ALL HYDRO5EEDING ON THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER THE PER MANUFACTURERS SPEGIFIGATIONS IN ADVANCE OF PLANTING. ALL PLANTS �p Tom- = III =111 11 �/ / R/ / L M I I I P1-M1 NOTES �J1 I I III 111 APPROX. I:IS SLOPE CONSISTS OF SPECIES NATIVE TO THE SAN DIEGO COUNTY PLANTING. SHALL BE WATERED THOROUGHLY WITH SUPERTHIRIYE WITHIN 2 HGI1R5 OF z I= III- II�IIF�II LLI Lr � COASTAL BLUFF5. PLANTING. ? �'; 1111 I1 =III =I III 00 Q 5. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL SHRUBS I : g: `; I I= III = 11111 =111 =III Q pp O 2. ALL PLANTING SHALL BE COMPLETED WITHIN 60 DAYS OF THE CONSTRUCTION PRIOR TO PLANTING. I -I a 13. ALL PLANTS I- GALLON SIZE OR LARGER SHALL RECEIVE AGRIFORM 2I -GRAM z =a?: °° -° lL =111 111 1 III= III -III 20 -IO -5 FERTILIZER TABLETS AT THE FOLLOWING RATE-5: "' ' OF THE BLUFF. - '.:.FM;:-' -• 5 ��.t *= .�" -x�'�: PREPARED BAGKFILL =P� H'WJ- I _111=111- 9. I CAL. SHRUB PITS SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND I -I /2 I PER SPECS. I/5 ORGANIC 111111'= "' = "'_ 3. ALL REQUIRED PLANTINGS WILL BE MAINTAINED IN GOOD GROWING CONDITION TIMES CONTAINER DEPTH. 1- GALLON: ONE; TWO PER 5- GALLON; PLACE TABLETS AT HALF THE DEPTH OF THE I I I ( I I ( SOIL AMENDMENT, 4U5 EX15T. 11 111111III oraE 00 -2f -10 THROUGHOUT THE LIFE OF THE PRO I£GT, AND, WHENEVER NECESSARY, SHALL BE PLANTING PIT AND I" FROM ROOTBALL. SOIL, PLUS CORRECTIVES FNNW REPLACED WITH NEW EQUIVALENT PLANT MATERIALS TO ENSURE CONTINUED 10. DO NOT DAMAGE PLANT ROOTBALL DOING TRANSPORTATION OR FLANTIN6. I - I N. 2x DIAM PER PLANTING NOTE #13. t0� COMPLIANCE WITH LANDSCAPE PLANS. 14. ALL PLANTS PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOT$ALLS � ROO,Bf�LI. �' � II. NITROLIZED ORGANIC AMENDMENT SHALL BE WILBUR -ELLI5 WIL -GRO"" SOIL SCORED WITH A SHARP TOOL TO A DEPTH OF I" IN THREE LONGITUDINAL• INCISIONS mp-0 4. 51NCE THE HIYDR05EED MIX 15 NATIVE, IRRIGATION SHALL BE APPLIED ONLY AS AMENDMENT, LOAMEX -, OR APPROVED EQUAL. AT LOCATIONS SPACED AROUND THE R007BALL BEFORE PLACING PLANT IN 0 AS tSulH.T NECESSARY TO PROMOTE THE GERMINATION AND EARLY GROWTH OF THE PLANTING HOLE. PLANTINGS, AND THEREAFTER FOR UP TO 26 MONTHS AFTER SEEDING, ONLY AS 12. A. PLANTING BACKFILL MIX FOR ALL CONTAINER PLANTS SHALL CONSIST OF W REQUIRED TO MAINTAIN THE PLANTING5 IN A HEALTHY CONDITION. Y5 NITROLIZED ORGANIC AMENDMENT AND 4/5 EXI5TIN& 501L PLUS 2 LBS. PER 15. ALL SHRUB BASINS (ONLY) .SHALL BE COVERED WITH A I" DEEP LAYER OF A TEMPORARY AI NVISGREEN FOR GU. YD. OF SOIL SULFUR, 1/2 L85. OF IRON SULFATE, 4 LEIS. O� TRI-G ORGANIC HIGH QUALITY MULCH (BAGGED PRODUCT). ALL BARK TO BE NITROLIZED WITH 5% 5. LANDSCAPE CONTRACTOR SHALL RECEIVE THE 51TE AS 15. FERTILIZER 6 -2 -4 PER CUBIC YARD. IN ADDITION APPLY !xi LBS. OF TRI-C MYGO NITROGEN. NATIVE P ANTI NG ON PLANT ESTABLISHMENT DRENCH FOR THE TOTAL OF BACKFILL OR PER MFC-R'5 SPE C CIFICATIONS. ®Br b. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT I6. A LANDSCAPE MAINTENANCE PERIOD OF I YEAR SHALL BE CONSIDERED PART SCALE: I /6' =i' -0' LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE OF THIS CONTRACT. PLEASE BID AS A SEPARATE ITEM. CHMM W. ARCHITECT. a El ; S-:1 REVISIONS APP R VED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY ❑ F E N C I N I T A S ENGINEERING SERVICES DEPARTMENT DRAWING N❑. PONr NO. 10x4 PER HmoaHO OF PL S PRE RE UNDER SUPERVISION OF RF-V1 FWFPSy: GRADING PLOW FOR:AESTHETIC & ASSOCIATED STRUCTURAL REPAIRS L DESCRIPTION: 18416, 2.5' eRAW DW TO UPPER BLUFF RETENTION SYSTEM LOCATION: SfANPED '134WCC51' N SDEN►AHK DATE 1 9 -14 -11 A^ 10$0$ -G N THE so1MIUM WADRANr LBUI:WA HORIZONTAL 1 =10 BY1 BYE MR. RICK SORICH PROPERTY BLVD. AND ORPHEUS AVE, 37 FEET 1962 MASIH MAHER REA X A. WATT 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 EASTERLY OF TRAFFIC SOML R.L.A. NO. 1 uH3LHC olt vHq RECORD FROM: C.S.D. VERTICAL CONTROL VERTICAL N/A DAVID W. REED RLA DATES 0111111 DATE` �Y - /1 APN: 256-011-12 AND 256-011-04 ELEVATION178 .543(NAVD88iDATUM:U.S.C.dcG S EXP. 9 -30 -13 PLANNING CASE NOe 10- MUPMOD /CDP SHEET 9 OF 10 LAN175GArPE PREPARATION 4 PLANTING PART I - 61eRAL 1;01 S00FE OF WORK • A. WORK DISCUSSED IN THIS SECTION INCLUDES THE FURNISHING LS OF ALL LABOR, MATERIALS, AND EQUIPMENT REQU111MV TO COMPLETE WORK INDICATED ON THE DRAWINGS. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE COITINIOIIS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE DRAWINGS, NOTES, AND THESE SPECIFICATIONS. • R IRRIGATION AND LANDSCAPE WORK MAY BE DONE CONCURRENTLY, HOWEVER, LANDSCAPE WORK MAY NOT START IN ANY SECTION PRIOR TO INSPECTION AND APPROVAL OF THE SPRINKLER WORK. • G. PRIOR TO EXCAVATION, LOCATE ALL ELECTRICAL GABLES, CONDUITS, SPRINKLER VALVES, AND ALL UTILITY LINES 50 THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND AREAS REQUIRING SOIL PREPARATION, PROMPTLY NOTIFY THE OWINER. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR (AT HIS OWN EXPENSE) MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK HEREUNDER. ID2 SUBMITTALS • A. CERTIFICATION5 OF CONFORMANCE OR COMPLIANCE: IN ADDITION TO ANY OTHER CERTIFICATES SPECIFIED, THE GONTRAGTOR SHALL RM1514 A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL STATING THE SOURCE, QUANTITY, TYPE OF MATERIAL, AND THAT THE MATERIAL CONFORMS TO THE SPECIFICATION REQUIREMENT. THESE CERTIFICATES SHALL BE SUBMITTED TO THE OWNER PRIOR TO THE START OF THE MAINTENANCE PERIOD. AFTER THE SOIL HAS BEEN PREPARED AS GALLED FOR IN THE SECTION ON SOIL PREPARATION, THE IRRIGATION SYSTEM HAS BEEN INSTALLED AND TESTED, AND CONDITIONS ARE FAVORABLE TO PLANT, THE LANDSCAPE CONTRACTOR SHALL REQUEST APPROVAL TO START PLANTING FROM THE OWNER • D. AGRICULTURAL SUITABILITY 501L TESTS SHALL BE MADE BY THE CONTRACTOR (AT THE DIRECTION OF THE LANDSCAPE ARCHITECT) AFTER ROUEN &RAVING 15 COMPLETED AND CONTRACTOR SHALL ADJST SOIL AMENDMENTS AGGORDINSLY. PART Z - DPLIVOW AND STORA6E 2DI DE"IVERY • A. PROVIDE NOTIFICATION OF THE DELIVERY SCHEDULE IN ADVANCE SO MATERIAL MAY BE INSPECTED UPON ARRIVAL AT THE JOB SITE. REMOVE UNACCEPTABLE MATERIAL FROM THE JOB SITE IMMEDIATELY. • 9. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO THE ROOT BALLS OR DESICCATION OF LEAVES. • G. DELIVER PESTICIDES OR OTHER CM41CALS TO THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS. CONTAINERS THAT DO NOT HAVE A LEGIBLE LABEL THAT IDENTIFIES THE ENVIRONMENTAL MANUFACTURERS REGISTERED USES WILL BE REJECTED. 2.02 STORAGE • A. KEEP GYPSUM AND FERTILIZER IN DRY STORAGE AND AWAY FROM CONTAMINANTS. • 96 STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE 51TE AS FOLLOWS: L OUTSIDE STORAGE SHALL BE PROTECTED FROM THE WIND. 2. KEEP PLANTS, INCLUDING THOSE IN CONTAINERS, IN A MOIST CONDITION BY WATERING WITH A FINE MIST SPRAY. S. SEPARATE PLANTS TO PREVENT DAMPING OFF. • G. DO NOT STORE C E MICAL5 AND HERBICIDES WITH ANY OTHER LANDSCAPE MATERIALS. STORE IN AN APPROVED, LOCKED, SEPARATE STRUCTURE OR VEHICLE. 2DS HAN7LM6 • A. PLANTS: TAKE CARE TO AVOID DAMAGING PLANTS BEING MOVED FROM THE NURSERY OR STORAGE AREA TO THE PLANING SITE. HANDLE ALL PLANTS CAREFULLY TO AVOID CRACKING OR BREAKING THE ROOT BALL. DO NOT HANDLE PLANTS BY THE TRUNK OR STEM REMOVE DAMAGED PLANTS OR PLANTS NTH BROKEN OR CRACKED ROOT BALLS FROM THE SITE. • B SPECIMEN PLANTS SHALL BE PLANTED, MULCHED, GUYED, AND IN A BASIN AND FERTILIZED WITHIN 48 HOURS AFTER REMOVAL FROM PREVIOUS LOCATION. 2D4 JOB CONDITIONS PLANTING CONDITIONS: PLANTING SHALL NOT BE DOPE WHEN THE GROUND 15 MUDDY OR IN AN UNSATISFACTORY CONDITION FOR PLANTING. 2D5 GUARANTEE WORK SHALL BE SUBJECT TO THE TERMS OF THE 6ENERAL PROVISIONS, EXCEPT THAT PLANT MATERIAL SHALL BE GUARANTEED THROUGH THE PLANT MAINTENANCE PERIOD. ALL PLANTINGS SHALL BE GUARANTEED FOR AS LONG AS THE CONTRACTOR IS MAINTAINING THE LANDSCAPING, WITH THE EXCEPTION THAT BOXED TREES SHALL BE GUARANTEED FOR ONE YEAR. ANY MATERIAL THAT 15 NOT 6RONNG PROPERLY DURING THIS PERIOD SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN SEVEN (1) DAYS AFTER THE RECEIPT OF A WRITTEN NOTICE BY THE OWNER. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR THE OR16INAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. THE CONTRACTORS GUARANTEE MAY BE EXTENDED BY THE OWNER IN GASES AHCRE PLANTS ARE SLOW TO ESTABLISH. IF THE CONTRACTOR FAILS TO MAKE REPLACEMENTS WITHIN THE TIME LIMIT, THE OWNER MAY REPLACE THEM AT THE CONTRACTORS EXPENSE AFTER DULY NOTIFYING HIM. PART 9 - PRO17 I S SDI 6YP9UM AND PH ADJJSTER9 • A. GYPSUM: C.oMMERGIALLY PACKAGED, FREE FLOWING GYPSUM CONTAINING NOT LESS T14AN A5 PERCENT, BY VOLUME, OF CALCIUM SULPHATE AS ACTIVE INGREDIENT • B. PLOWABLE GYPSUM SHALL BE A CALCIUM SULFATE, DIHYDRATE, EQUIVALENT TO 5.1 LENS. GALLON. • Co. SULFUR: SHALL BE MM -ENTA L; 90% PURE. 9.02 SOIL C*VIT10NER5 USE INDIVIDUALLY OR IN COMBINATION AS REWIRED TO MEET SPECIFIED REQUIREMENTS FOR TOPSOIL. • A. ORGANIC SOIL AMENDMENT: SHALL BE DERIVED FROM WOOD (RESIDUAL PRODUCTS) FROM THE BARK OF PINE WHITE FIR AND RED FIR, CEDAR SHAVINGS OR REDWOOD SHAVINGS. AMENDMENT UPON ANALYSIS SHALL CONTAIN AT LEAST 05% NITROGEN BASED ON DRY WEIGHT WITH AN ASH CONTENT NOT TO EXCEED 10%. A WMIMERCIAL GRADE PRODUCT SHALL BE USED, WITH A SAMPLE AGGONPANIEP BY AN APPROVED LABORATORY ANALYSIS WITH TFE FOLLOWING: GUARANTEE - WT/ CU. YD: 560- 82OL55.; PH LESS THAN 6.5; SALINITY EGE LESS THAN 25 MILLIMOHS / CG; IRON EXPRESSED AS METALLIC, = 0.1 % USE INDIVIDUALLY OR IN COMBINATION AS REQUIRED TO MEET SPECIFIED REQUIREMENTS FOR TOPSOIL. PARTICLE 51ZE: MINIMUM PERCENT BY WEIGHT PASSING: - NO. 1 MESH 50R EMN 2% - NO. 5 MESH SCREEN 56% - NO. S MESH SGRBEI 25% - NO. 12 MESH SCREEN 50% - W. 52 MESH SCREEN 5% SIDS FERTILIZER • A. FERTILIZER: ONLY IF NOT SUPERGEDED BY A SITE SPECIFIC AGRICULTURAL SOILS REPORT, USE A COMPLETE COMMERCIAL, GRANULAR FERTILIZER CONTAINING THE FOLLOWING, MINIMUM PERCENTAGES, BY WEIGHT, OF PLANT FOOD NUTRIENTS: - 6% AVAILABLE NITROGEN - 2% AVAILABLE PHOSPHORUS - 4% AVAILABLE POTASSIUM - 5% SULFUR SUCH AS TRI-C ORGANIC FERTILIZAER • 9. FERTILIZER PLANTING TABLETS. TIGHTLY COMPRESSED FERTILIZER CHIPS FORMING A TABLET THAT IS INSOLUBLE IN WATER, 15 DESIGNATED TO PROVIDE A CONTINUOUS RELEASE OF NUTRIENTS FOR AT LEAST 24 MONTHS AND CONTAINS THE FOLLOWING MINIMUM PERCENTAGES, BY WE161417, OF PLANT FOOD NUTRIENTS: - 20% AVAILABLE NITROGEN - 10% AVAILABLE FH05FHOFZ - 5% AVAILABLE POTASSIUM PLANTING TABLETS SHALL WEIGHT APPROXIMATELY 21 GRANS EACH FOR TREES AND SHRUBS AND 5 GRAMS FOR &ROUND COVER PLANTS. • G. IRON CHEL.ATES: CONTAINING 10 PERCENT IRON AS METALLIC. 9.04 PLANT5 • A. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND / OR SPACANG AS SHOWN, OR NOTED FOR EACH LOCATION, AND SHALL BE OF THE SPECIES, KINDS, 51ZES, ETC., AS SYMBOLIZED AND /OR DESCRIBED IN THE DRAWINGS. PLANT NAMES INDICATED OR LISTED ON THE DRAWINGS CONFORM TO "STANDARD PLANT NAMES" ESTABLI5HED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, EXCEPT FOR NAMES NOT COVERED HEREIN, THE ESTABLISHED CUSTOM OF THE NURSERY 15 FOLLOWED. 9. PLAMIN6 STOCK: PLANTING STOCK SHALL BE WELL- BRANCHED AND W91- FORMED, SOUND, VIGOROUS, HEALTHY, AND FREE FROM DISEASE, SUNSGALE, WINDBURN, ABRASION, AND HARMFUL INSECTS OR INSECT E6G5, AND SHALL HAVE HEALTHY, NORMAL, AND UNBROKEN ROOT SYSTEMS AND NOT ROOT BOUND. SHRUBS SHALL BE SYMMETRICALLY DEVELOPED, OF UNIFORM! HABIT OF GROWTH, WITH STRAIGHT BOLES OR STEMS AND FREE FROM OBJECTIONABLE DI5F161,11REMENTS. SHRUBS SHALL HAVE WELL DEVELOPED SYMMETRICAL TOF5 WITH TYPICAL SPREAD OF BRANCHES FOR EACH PARTICULAR SPECIES OR VARIETY. GROUND COVERS AND VINES 5HALL BE VI60ROU5, HAVE THE NUMBER AND LENGTH OF RUNNERS, AND CLUMP 51ZE SPECIFIED, AND BE THE PROPER AGE FOR THE GRADE OF PLANTS SPECIFIED. ONLY VINES AND &ROUND COVER PLANTS WELL ESTABLISHED IN REMOVABLE CONTAINERS, INTEGRAL CONTAINERS, OR FORMED HOMOGENEOUS SOIL SECTIONS SHALL BE USED. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT, OR HIS REPRESENTATIVE. IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. • Co. SIZES OF PLANTS: SHALL BE AS STATED IN THE PLANT LIST. CONTAINER STOCK (I GALLON, 5 GALLON) SHALL HAVE BEEN GROWN IN COWAINER5 FOR A PERIOD OF TIME SUFFICIENT TO DEVELOP ROOT GROWTH SUFFICIENT TO HOLD THE SOIL BALL TOGETHER TO THE 51DE AND BOTTOM OF THE SUFFICIENT TO HOLD THE SOIL BALL TOGETHER TO THE SIDE AND BOTTOM OF THE CONTAINER IN WHICH IT WAS DELIVERED. THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION; AND SHALL BE AS INDICATED ON THE DRAWINGS. THE CALIPER OF ALL TREES SHALL BE MEASURED 2' -0' ABOVE THE SURFACE OF THE GROUND. WERE CALIPER OR OTHER DIMENSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM THE DRAWINGS IT SHALL 13E AVERAGE STOCK FOR TYPE LISTED. • D. PLANT MATERIAL: PLANT MATERIAL SHALL BE NURSERY GROWN, UNLESS OTHERH15E INDICATED. GROUND COVER PLANTS SHALL BE WELL ROOTED CUTTING5 GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL PLANTED. • E SEED FOR HYDROSEEDING: ALL SEED 15 TO BE DELIVERED TO THE JOB SITE, UNMIXED, IN SEPARATE SEALED CONTAINERS. EACH SEALED CONTAINER WILL BEAR THE SEED SUPPLIERS' TA65 WHICH SHALL INDICATE THE CONTAINER WEIGHT, SEED TYPE, SEED PARITY, AND SEED GERMINATION. ALL SEED SHALL BE LABELED ACCORDING TO STATE AND FEDERAL SEED LANE. A SAMPLE OF EACH SEED TYPE WILL BE DRAWN BEFORE SEEDIN6 TO ASSURE THAT SEED SPECIFICATIONS HAVE BEEN NET. PLANT NAMES INDICATED OR L15TED IN THE 'LIST OF PLANT MATERIALS' ON THE DRAWINGS MIST CONFORM TO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE. WIEtN NAMES ARE NOT COVERED THEREIN, THE ESTABLISHED CUSTOM OF THE NURSERY IS FOLLOWED. I. PLANT LIST: AS INDICATED ON DRAWINGS. 2. SAMPLES, TESTS, AND INSPECTIONS: SOURCE OF MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE OWNER OR LANDSCAPE ARCHITECT. 5. MULCH FOR HYDRO5EEDIN6: EACH PACKAGE OF CELLULOSE SHALL SHOW AIR -DRY WEIGHT. FIBER HEIGHT 5HALL BE EQUIVALENT TO TEN PERCENT M015TWZ AS BASED ON THE TECHNICAL A650CIIATION OF FULP AND PAPER INDUSTRY STANDARDS FOR AIR -DRY GELLUL05E. 4. SLURRY FOR HYDR05EEDIN6: NO GROWTH INHIBITING MATERIAL SHALL BE PERMITTED IN THE HHYDROSEED SLURRY. • F. SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT, AND THE SUBBSTITUTIONS ARE MADE AT NO ADDITIONAL CHARGE TO THE OWNER EXCEPT FOR THE VARIATIONS 50 AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE RELVIREME NT5 OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. • 6. APPROVAL: ALL PLANT MATERIALS SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF OWNER OR HIS REPRESENTATIVE, BEFORE PLANTING. ALL PLANTS SUPPLIED To THE PROJECT (AHIETHER PLANTED OR NOT) ARE SUBJECT TO REJECTION BY THE OWNER OR 14I5 REPRESENTATIVE. PLANTS NOT APPROVED SHALL BE REMOVED FROM SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. PART 4 - EXI5GUTI0N 4.01 SOIL PREPARATION SAGE • A. NO 501L PREPARATION SHALL SE PERFORMED UNTIL ALL STRUCTURES AND WALLS AND CONSTRUCTION ITEMS (INCLUDING IRRIGATION MAINS) HAVE BEEN INSTALLED. • 9. SLOPES: THE LANDSCAPE CONTRACTOR WILL RECEIVE ALL SLOPES AS 15. SOIL AMENOtwERI5 SUCH AS GYPSUM, IRON SULFATE, IF REQUIRED BY 5011 TEST, SHALL BE RAKED INTO THE ZIPPER 2' OF THE SOIL ONLY WERE PLANTING 15 TO TAKE PLACE. OTHER SLOPE AREAS ARE NOT INCLUDED. SARVON 15 REQUIRED AND IT SHALL BE APPLIED PER MANUFACTURING SPECIFICATIONS. SLOPES SHALL BE INSPECTED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO PLANTING TO INSURE THAT THEY ARE FREE OF EROSION, GULLIES, WEEDS, AND OTHER DELETERIOUS MATERIALS. SLOPES SHALL NOT BE DISTURBED IN A MANNER MICH C44ANSM THE 501L GONDITION ESTABLISHED. IN PARTICULAR, SLOPES SHALL NOT BE MADE MORE PERMEABLE TO WATER, THUS CREATING AN UNSTABLE SURFACE AREA. • G, NEED CONTROL: PRIOR TO ANY HYDROJEEDIN6, IRRIGATE ALL PLANTING AREAS FOR APPROXIMATELY TWO (2) WEEKS TO ENCOURAGE WEED SEED 6ERMINATION. ALLOW NEWS TO GROW UNTIL THEY REAGI4 A MAXIMUM HEIGHT OF TWO TO THREE (2 TO 9) INGHE5 AND THEN THOROUGHLY SPRAY NTH "ROUND UP'. REMOVE ALL WEEDS PRIOR TO 5EEDIN6. DO NOT ALLOW THE LSASE OF ANY PRE - EMERGENCE HERBICIDES OR *DON'"" FOR NEW CONTROL. • D. HYDROSEEDIN6 1. SUPERVISION: ALL HYDR05E EDINO 15 SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE, AMC) THEY SHALL, IF NECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE SHALL SUPERVISE THE HYDR05EEDIN6. 2. HYDR05EED APPLICATION: A SLURRY OF FERTILIZER, SEED, AND Y40M PUP OR FIBER SHALL BE AGITATED To PROVIDE A UNIFORM MIX. THE OPERATOR SHALL SPRAY THE AREA WITH A COMPLETE UNIFORM VISIBLE GOAT USING THE COLOR OF THE CaILL05E FIBER AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD OMLU146 MOTION (EXCEPT ON SLOPES WELL ABOVE THE OPERATOR) VIA A FAN STREAM NOZZLE. THE MATERIALS SHOULD BE UNIFORMLY IMPREGNATED WITH SEED AND SHALL ALLOW PENETRATION OF RAINFALL AND PERCOLATION OF MOISTURE INTO THE UNDERLYING SOIL. THE HYDROMILOHIN& SLURRY COMPONENTS SHALL NOT BE LEFT IN THE HYDROMILLC4 MACHINE FOR MORE THAN TWO HIOURS. IF SLURRY GOMPOEWS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE OR16INALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 15% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE WHICH HAS NOT BEEN APPLIED WITHIN 8 HOURS OF MIXING SHALL BE REJECTED AND DISPOSED OF OFF -SITE AT CONTRACTORS EXPENSE. S. SPECIAL CARE 15 TO BE EXERCISED BY THE CONTRACTOR TO PREVENT THE SLURRY FROM SEINE SPRAYED ONTO ANY ADJACENT PLANTERS, PROPERTY, OR ONTO WALKS OR WALLS. ANY SLURRY SPRAYED ONTO THESE AREAS 5 4OLLD BE CLEANED OFF BY THE CONTRACTOR 4. GERMINATION STAGE IRRIGATION: WITHIN 12 HOURS AFTER HYDRONULGHIN6 THE PLANTING AREAS, THE WATERING SEQUENCE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE SOIL THOROUGHLY TO THE DEPTH OF THE SLURRY MULCH, TAKING GAPE NOT TO SNIPER SATURATE OR WASH AWAY THE SLURRY AND SEED. THE CONTRACTOR WILL REPAIR ALL SEED WASHING OR EROSION. A LIGHT, FREQUENT IRRIGATION SEQUENCE SHOULD CONTINUE UNTIL THE SEEDLINGS 14AVE GROWN BEYOND THE GERMINATION STAGE. THE & ERMINATION STAGE WILL RANGE FROM 45 TO 60 DAYS. 5. PREPLANTIN& FERTILIZER MAY BE APPLIED WITH THE HYDRO515M. FERTILIZER SHALL BE AN ORGANIC, PELLETED OR CHIP TYPE, UNIFORM IN COMPOSITION, FREE - ROWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND DELIVERED TO THE SITE IN UNOPENED, ORIGINAL CONTAINERS, EAC44 BEARING THE MANUFACTURERS STATEMENT OF GUARANTEED ANALYSIS. FERTILIZERS SHALL BE AT RATES RECOMMENDED BY AGRICULTURAL SUITABILITY 501L TESTING RESULTS OR THE LANDSCAPE ARCHITECT. 6. GUARANTEE: ALL HYDROSEEDING SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF THIRTY (50) DAYS AFTER FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. AREAS THAT FAIL TO 6" SHALL BE RESEEDED UPON DIRECTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR 15 SUBJECT TO A SIXTY (60) DAY MAINTENANCE PERIOD OF THE RESEEDED AREAS. 4.02 FINAL GRADM6 • A. EXCAVATION FOR PLANTING: PRIOR TO EXCAVATING FOR PLANT PITS, THE AREA SHALL CONFORM TO THE LINES AND GRADES SHOWN. VERIFY LOCATION OF UNDERGROUND UTILITIES. REPAIR ANY DAMAGE DONE TO UTILITY LIDS SHOWN. IF UTILITY LINES NOT SHOWN ON THE DRAWINGS ARE ENCOUNTER67, NOTIFY THE OWNER IMMEDIATELY. IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENGOUNTEERED IN THE PLANTING OPERATION, ALTERNATE LOCATIONS WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. LOCATION OPERATION WILL BE DOPE AT NO EXTRA COST TO THE OWNER. 1. PLANT PITS, DI& PITS BY ANY METHOD PROVIDED THAT THE PITS HAVE VERTICAL SIDES AND FLAT BOTTOMS. THE CONTRACTOR SHALL TAKE CAUTION NOT TO OVER WATER PLANTS. • IL ALL PLANTS SHALL BE SET 50 THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED &RAVE AS THEY BORE TO THE NATURAL GRAVE BEFORE BEING TRANSPLANTED. EACH PLANT SHALL BE PLANTED IN THE CENTER OF THE PIT AND BACKFILLED, UNLESS OTHERWISE SPECIFIED, WITH THE PREPARED SOIL. NO 501L WILL BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRAYED ROOT SHALL BE PROPERLY CUT OFF. USE EXCESS TOP501L TO FORM WATERING BASINS AROUND PLANTS. AMEND AS DESCRIBED IN NOTES AND DETAILS. I. WATER THOROUGHLY WITH A SOLUTION OF SUPERTHRIVETM PER MANUFACTURER'S SPECIFICATIONS IMMEDIATELY AFTER PLANTING. 2. 6ROUND COVERS: DO NOT REMOVE FROM FLATS AND CONTAINERS UNTIL IMMEDIATELY BEFORE PLANTING. SPACE AT THE INTERVALS INDICATED, SUFFICIENTLY DEEP TO COVER ALL ROOTS. AFTER PLANTING 100 PLANTS, WATER THOROUGHLY NTH A SOLUTION OF SUPERTHRIVE� PER MANUFACTURER'S SPECIFICATIONS IMMEDIATELY AFTER PLANTING, UNTIL ENTIRE AREA 15 SOAKED. SMOOTH PLANTING AREAS AFTER PLANTING TO PROVIDE EVEN, SMOOTH FINISH. PART 5 - GOMPLLRION OF CONTRACT SDI RCTIORATION AND G12AN -UP REMOVE EXCESS WASTE MATERIAL DAILY. WHEN PLANTING IN AN AREA 15 COMPLETE, CLEAR THE AREA OF DEBRIS, SPOIL PILES, AND CONTAINERS. WHERE EXISTING PLANTING BEDS HAVE BEEN SCARRED OR DAMAGED, RESTORE THESE DAMAGED AREAS TO THEIR ORIGINAL CONDITION. REMOVE DISUSED EQUIPMENT AND IMPLEMENTS OF SERVICE AND LEAVE ENTIRE AREA INVOLVED IN A NEAT ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER. SD2 M9PEGTION5 AND ON SITE REVIEW THE OWNER HIS REPRESENTATIVE OR THE LANDSCAPE ARCHITECT MAY MAKE PERIODIC ON 517E REVIEWS DURING THE PLANING. ANY PLANTS THAT HAVE NOT BEEN HANDLED, SPOTTED OR PLANTED PROPERLY SHALL BE SUBJECT TO REMOVAL, AND THEY SHALL, IF NECESSARY, BE REPLACED OR RELOCATED AS DIRECTED AS PART OF THE CONTRACT. A PLANT MAY BE REJEGTED BY THE LANDSCAPE ARCHTECT FOR ANY IMA50N AT ANY TIME. 5.09 MAINTENANCE PERIOD • A. DEFINITION: THE MAINTENANCE PERIOD SHALL BEGIN ON THE DATE THAT THE OWE OR DULY APPOINTED REPRESENTATIVE INSPECTS AND &IVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL CONTINUE FOR I YEAR FROM THAT DATE. • B. MAINTENANCE: MAINTAIN ALL PLANTING AREAS IN A VIGOROUS, THRIVING CONDITION BY WATERING, CULTIVATING, SPRAYING, AND ANY OTHER NECESSARY OPERATIONS DURING THE ENTIRE PERIOD OF THE INSTALLATION AND UNTIL FINAL ACCEPTANCE BY THE OWNER • Co. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DARING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. • D. THE ENTIRE PROJECT SHALL EE SAT15FACTORILY MAINTAINED FOR A PERIOD OF I YEAR COMMENCING FROM THE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANTING, WORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FORESOING ARTICLES OF THESE SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE OWE • E ESTABLISHMENT WORK INCLUDES ALL WATERING, WEEVING, PLANTING, CULTIVATING, SPRAYING, NECESSARY TO BRING THE PLANTED AREAS TO A HEALTHY GROWING, CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGE, AND ATTRACTIVE. • F. DURING THE PLANT E5TABLISHNEW PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WELL AND WEEP-FREE AT ALL TIMES, PLANT BASINS 5HALL BE AS NEEDED. • 6. ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEED, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE MAINTENANCE PERIOD. • H. DURING THE MAINTENANCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT 45 OWN EXPENSE. • I. ALL BASINS AROUND PLANTS SHALL BE MAINTAINED AT A 2 -I/2" INCH DEPTH THROUGHOUT MAINTENANCE PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. • J. CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND /OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. • K. AT COMPLETION OF ESTABLISHHPENT PERK, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY GLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATIONS. • L ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 5D41 RITION NOTICE AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS SUBSTANTIALLY COMPLETED THE REQUIRED WORK AND WANTS TO START MAINTENANCE AS OF A DATE MENTIONED IN THE NOTICE. AT THE END OF SPECIFIED MAINTENANCE PERIOD, THE CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THAT OWNER. 5A16 FINAL M919EGT10N AND AGO91PTANGE A. FINAL INSPECTION AND ACCEPTANCE IN WRITING, OF LANDSCAPING WORK WILL BE MADE AFTER RE'LAGB•IENT, FERTILIZING, AND CORRECTIVE MAINTENANCE HAVE BEEN COMPLETED. �I a F05 4 VA on DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 w .dmsloxom lol� U Z Z O I- U af z O U CD _Z W W z_ 0 Z W J O U) U Z Z O F- c h J U LLI OLJOf �zP- 6 In Z z W O O v N o N N O m U M N 10 a ~ o n N m U v z °m w a c w I N Q W � � o W N M N . i W O M a Dt ID 0 = w z z o o d Jo In V! 7- �4 v. 4, IL f0- fn V! 0 LLJ O Z 0 Q' ^ ry 7 Q U V) W LLJ U < /) V W Of � <Z LIJ �LL QY � JLL- a D w C) Q _ U > a N 0 a) W pm �u � Q =UWWcY.> w V) cra- �� z o LL- LLI (-o Q Q(10 :DU):2i 00 c) 10-M REVISIONS APPRj3yED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT A APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑. S lI (� DESCRIPTION :�T �• 10'14 PQt rMW D � P S � PARED UNDER SUPERVISION OF F%evl51NED Y: GRADING PLAN FmAESTHETIC & ASSOCIATED STRUCTURAL REPAIRS LOCATION: X181 T34tro 1= slo�lc TO UPPER BLUFF RETENTION SYSTEM IN THE SOUTWFAST QUADRANT LEUCADM HORIZONTAL 1 ` =10' / DATE 9 -14 -11 B-w• AND ORPHEl� AVE, 37 FEET �. V BYE /VL /v I Br, MR. RICK SORICH PROPERTY 1080$ -G FwstflHLT! oH- TH1AFFIC SCWJ- '�L' R.L.A. NO. 1962 MAS%" MAHER WRSNCB ^.W^-TT 816 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 RECORD FROM: C.S.D. VERTICAL CONTROL VERTICAL N/A uc woRKS DH _ _ ELEVATION178 .543(NAVD88)DATUM :U.S.C.&G.S. DAVID W. REED RLA EXP. 9 -30 -13 DATES IQ //;;II/ DATE �� ^ 1 3 -R►! PLANNING CASE NOOi 10- 256MUPMOD /CDPND 256 - 011 -04 SHEET 10OF 10 H N is-