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2010-10574 G (Plans):1115 ITV, OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF W,,Y. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. pj?AINAGE NOTE: 440 CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT ,ND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE: ALI. UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO ARFA REGIONAL STANDARD DRAWINGS. ANY CHANGES .)R REVISIONS THEREFROM SHAL_ BE APPROVED BY THE CITY ENGINEER PRIOR It ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED N/A DATED - N/A F'p^'ECT# N/A SHALL BE CONSIDERED AS A PART OF THIS GRAD' ;` J PLAN. d'..I 3RADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMFklrIAT! -NS �b SPECIFICATIONS CONTAINED IN g 'I? REPORT. 3. APPROVAL OF THIS PLAN DOES NOT "ONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILi71ES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PEE _;SION SHAT ' BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DBr':.)PER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK V:'IICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCU'ANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT _EAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE L'TY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". TilS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL G6:;VDING SHALL "LCTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS u,, :CTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COM- ACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS ` iQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPO•i r!�VQLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS ANU TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 7. _;T IN HIS C- NION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR e1EIR IN I ENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR I'3r,,3HED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED AREAS ' NTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTRJL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE FS?FPARED TO BE FILLED AND FILL SHALL BE PLACED A ACCORDANCE WITH STANDARD SPECIFICATION. A'.L VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEP `)F 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCU `T. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATE? AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REVISIONS II L`Ts c" 10 -20 -10 15. CU'f AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE - SLOPES OR EXCAVATION AND ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF, T'1E TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. B. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TU TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760) 633 -2770 B. GAS & ELEC1 1F'IC - SDGE - (760) 438 -6200 C. WATER - OLIVENHAIN MUN. WATER DISTRICT- (760) 753 -6466 D. TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE N - COX COMMUNICATIONS - (760) 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRETT HEERS AT (858) 692 -4356, 24 HC ' ^c, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 T9 APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS kiALL NOT BE MOV71) OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER .r;F fER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL m&n ?ES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTG AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. OLIVENrATN MUN. WATER DIST Tr NOTES: 1. REVIEW OF THIS PLAN BY OLIVFNHAIN MUN. WATER DISTRICT DOES NOT CON 'TITUTE A REPRESENTATION A`' 10 THE ACCURACY OF THE LOCATION OF OR THE EXISTENC _ OR NON- EXISTEI`"CL OF ANY UNDERGROUND UTILITY Per';' OR STRUCTURE WITHIN THE _NITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT *HE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROr'OSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED I71 1177-' "OSSINGS t- 'ITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN 0.. . JVLmENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEG' "O WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILIIIc.`� MUST MEET CURRENT OLIVENHAIN MUN. WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET" SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND 7LECTRIC VAULTS. 6. ALL WATER SERVICE TO BE CONST!�UCTEi CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS 1AUST BE IN rF?ONT OF PARCEL THEY ARE SERVING. PUBLIC WORKS APPROVED DATE REFERENCES DATE BENCH MARK S, ALE CLe Z-VIOR DESCRIPTION: BENCHMARK NO. ENC -18- LOCATION : 2.5" BRASS DISC IN CONC. HORIZOa ITAL NSA SLAB FOR F.H.. 800 NORTN,=.�_ END OF BUMANN RD RECORD FROM: CITY OF ENCINITAS VERTICAL _ _N/A STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND TF7 LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INk" UDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. 'DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED TORMWATER STORMWATF=; FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION .,AEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. tY7:�i0 ►L CONTRACTORS' EMPLOYF-.S WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE C °;Y OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO F'✓ERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTVtACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR 'OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING ^7 COVIERFD WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WXJfF"- 9ASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEAI :ED VEGETATION CAN BE RECt .:..: "- PInN- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDS >_ IS WASTE. "7`>MIATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) ,,. of "ON ON LANDFILLS AND TO ORDER DUMPSTERS CALL LDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXr'JSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST 3L IN GOOD WORKING ORDER AND CHECKED REQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL. BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION i,.,.air:vL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. FADMONMENTAL DATA 1) S17FPEST EXISTING NATURAL SLOPE ON -SITE = N/A 2) MAXIMUM VERTICAL DEPTH OF CUT = N/A 3) MAXIMUM VERTICAL DEPTH OF FILL = N/A 4) AVERAGE DEPTH OF CUT = N/A 5) �, ", "ERAGE DEPTH OF FILL = N/A EARTHWORK NMS: FILL: 0 CY CUT. 0 CY IMPORT: 0 CY REMOVE AND RECOMPACT- 0 CY PLANNING & BUILDING 0 .�� �� I AY: ko-Unp, DRTIS RS.,s ?,b 3 ®Z. PARKS & RECREATION DATE: PLANS PREPARED UNDER SUPERVISIOzv OF DATE: 10/20/10 ENGINEER R.C.E. NO.: 28302 ROBERT 0. 'SUKUP EXP.: -03L31JZ PREPARED FOR / OWNER: TRUST, DATED 02/12/2007 HEERS LIVING C/O BRETT HEERS 3468 BUMANN ROAD ENCINITAS, CA 92024 PHONE: (858) 692 -4356 SITE ADDRESS: 3465 BUMANN ROAD ENCINITAS, CA 92024 APN: 264 - 101 -29 =11 fl CAM/N0 i 06_o. LEGAJ, DESCRIPTION: VICINITY MAP NO SCALE THE EAST HALF OF THE SOUTHWEST QUARTER OF THE THOM. BROS. PG. 1048 D -5 NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED IN THE TITLE REPORT. OWNER PERMIITEE STAM MFNM IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. BY: hJ _ /, 4� DATE: 31'13 ® l HEERS LIVING TRUST, BRETT HEERS (TRUSTEE) I, N/A A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS; HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN `THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR AN UPDATE ON . ONE ;OMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLAN" AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPOR' FOR THIS PROJECT h; .VE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: EXP. DATE: JOB #: N/A STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WOR "C 'ERFORMED BY THE ENGINEER SHALL .:OMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITF THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER �OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THERE )N. I'HE ENGINEER klREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN 7HE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT A,10 ARISING OUT OF THE WORK PERFORME`) BY THE ENGINEER. BY- -- C: iTE: - -I / I L ROBERT 0. SUKUP i THE SEA BRIGHT COMPANY ROBERT 0. SUKUP 4322 SEA BRIGHT PLACE CARLSBAD, CA 92008 TELEPHONE NO. (760) 720 -0098 RICE NO.: 28302 EXP. DATE: 03- y1 -11-1 IMPERVIOUS AREA: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SID FT IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQ FT INCREASE IN IMPERVIOUS AREA: 0 SID FT A OLIVENHAIN MUN. WATER DIST. J ENCINITAS FIRE PROTECTION DIST. '� /�v � f'Q'r� ��� 3.11. ►`{ DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED APPROVALS RECOMMENDED APPRO E BY: I1/) . A^ 4 9Y: lea DATE: 3/271 14 DATE: DATE: A E3MP Project Status: STANDARD PERMITS DR /CDF PERMIT NO. . SPECIAL USE PERMIT N0. N/A TENTATIVE MAP N0. N/A CITY OF ENCINITAS ENGINEERING SERVICES DEPARTM REVEGETATION PLAN FOR: PLANNING CASE NO: 3466 BUMANN ROAD HEERS PROPERTY APN 264 -101 -29 DRAWING NO 10574 -G SHEET 1„ OF 8 00 O O O O N O rp z Q O U r m W 0 Lv Q z U) Lv Lli z z Lv 7 S 89'32 "_VG 663.84 _I.i _ .. _ - _ _ } - -. v r ✓ .vim^( "v - C I i -.. ,. v }'1 Y 1. rt _ -�, -- �. ...... -.... .-� r� �- .m.�.w.a��w�w ,�aa- . _ -..» � ems— :e::a, -c,. R. �;, -- --z -�� ,� -- ®+Bpasmaamb..�. ,.:�� -,- __mom,^ .^w�^^.^�+ -'s - a ..° ° ..- i r a f N :. rG M ' !.. .._ ', o.' - -,_. ? ,_ _ }`,._:..�.�, v :a,rt �l. ^.., \�+ - ..., +�L,ti .� ..,_Jy. {..r «a. 'f: - ,,, ..n,n,.n.,.._,. _ ;,,.- v r• _ W EI��' NEER OF WORK: m 313116 ._�._ �L CAl1faQ\� THE SEA BRIGHT CO. 4322 SEA BRIGHT PLACE CARLSBAD, CA 92008 w (760) 720 -0098 BY: AS 6UIL7 -- Z4 a W ROBERT 0. SUKUP, IRCE 28,309 DATE Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY _ Z 'AS 1RUILTS ?VALE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. u) PLANS PREPARED UNDER SUPERVISION OE RECOMMENDED Cl� Z�21 DESCRIPTION: BEI`!CHMARK NO. ENC -18 APF R REVEGETATION PLAN FOR: 0. LOCATION: 2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 80.' NORTH OF HORIZONTAL 1 " =30' {� y DATE: 10/20 10 3466 $UMANN ROAD w Ld END OF BUMANN RD I \0'[)U+i� 5 ©. BY: �`M BY: 10574—G Z I 2s3o2 HEERS PROPERTY RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =30' 13Y' Rp8E5uKVp D/i�E ENGINEER R.C.E. NO.: �/ ° 16 DATE; #1 7114 DATE: — APN 264- 1 "01 -29 Z ELEVATION: 309.922' DATUM: NGVD88 RCE $3d2 ROBERT 0. SUKUP EXP.: �3 31 1%1 PLANNING CASE N0: SI'EET 2 OF 8 W 3115 \REVEG_10 -20 -10 Ai I 7 S 89'32 "_VG 663.84 _I.i _ .. _ - _ _ } - -. v r ✓ .vim^( "v - C I i -.. ,. v }'1 Y 1. rt _ -�, -- �. ...... -.... .-� r� �- .m.�.w.a��w�w ,�aa- . _ -..» � ems— :e::a, -c,. R. �;, -- --z -�� ,� -- ®+Bpasmaamb..�. ,.:�� -,- __mom,^ .^w�^^.^�+ -'s - a ..° ° ..- i r a f N :. rG M ' !.. .._ ', o.' - -,_. ? ,_ _ }`,._:..�.�, v :a,rt �l. ^.., \�+ - ..., +�L,ti .� ..,_Jy. {..r «a. 'f: - ,,, ..n,n,.n.,.._,. _ ;,,.- v r• _ W EI��' NEER OF WORK: m 313116 ._�._ �L CAl1faQ\� THE SEA BRIGHT CO. 4322 SEA BRIGHT PLACE CARLSBAD, CA 92008 w (760) 720 -0098 BY: AS 6UIL7 -- Z4 a W ROBERT 0. SUKUP, IRCE 28,309 DATE Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY _ Z 'AS 1RUILTS ?VALE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. u) PLANS PREPARED UNDER SUPERVISION OE RECOMMENDED Cl� Z�21 DESCRIPTION: BEI`!CHMARK NO. ENC -18 APF R REVEGETATION PLAN FOR: 0. LOCATION: 2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 80.' NORTH OF HORIZONTAL 1 " =30' {� y DATE: 10/20 10 3466 $UMANN ROAD w Ld END OF BUMANN RD I \0'[)U+i� 5 ©. BY: �`M BY: 10574—G Z I 2s3o2 HEERS PROPERTY RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =30' 13Y' Rp8E5uKVp D/i�E ENGINEER R.C.E. NO.: �/ ° 16 DATE; #1 7114 DATE: — APN 264- 1 "01 -29 Z ELEVATION: 309.922' DATUM: NGVD88 RCE $3d2 ROBERT 0. SUKUP EXP.: �3 31 1%1 PLANNING CASE N0: SI'EET 2 OF 8 W 3115 \REVEG_10 -20 -10 SWR. MH CTR 3' DIA. I RIM EL= 299.52 SW . d/ 6- P pI I II I -I I 1 y 11 1 I ( I CO. O. I 11 t ! 1 1 1 1 1 t tI l I t I tI I li l r ! 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A ` 324.7 , 323.8 { 322.5 x x . x x . I I \ T \ � I, A 392.6 li \I \\ \\ \\ ♦ �\4.�". ` - -- e -_- - - -'"` - -/ ASPw ? • i I , 324.3 1J 323.8 323.9 t I I I r \ I 1 \ \ I °` \ 20.2 ®�.....�. - ®-- ®- _ -_� -_ Jd x � !/ x x✓ 322.5 x 1 1 1 I 97.6 L x 329.5 _ ! x 322.4 ' \ \\ 324.5 �_ FF A. 330 / /h� -4 411 mil( \j4•li 326.3 326%2 �! ` { I \ ' - - - - 1 3zfi.a ® \ 326.9. - - __'___ 1 \♦ o - -i ° ♦1 .-' ' \ x / ®- 3259 x _ \ ° - - -- DIRT- - - "' / - - - - - - x323.3 °® x322,5 /�' %321.5 z - - x319.3 !! - x39 83 398.3 ° °♦ - - - _ _ - -- - -_- -- -- HV -3s - "' - -- _ - -- - EXISTING-------- "s9so__ -Tfil -i0 BE 'U -0 FOR - -___ �y PO<ARY•METAL HORSE T€NS '® -' __ -- ®- -__ ' -_ - -- 3p5 WI ISM GFjASS BOiTTOM� 'f0 ALLOW -- _ ,HORSES TO ;-COOL /DOWN' - - -- - / RIQING ° ! / , ! _ _ TRAIL. / I 1 I 1 I I I I ) ! I I 1 E 1 1 1 4 I I I 1 i 1 1 I I I I I I I I I.I I I 1 1 I I I I f I I I I I I f I I I I ! ! f 1 1 1 1 1 I 1 1 ! I 1 I ! 1 R ulb 1 ^ ®ACH,EIY E 3$ � I I i I f t I , 1 / I 1 f P P }St }d t P 1 t 11 \ ♦ \\ 1 9 1 1 1 1 .♦ \ 1. I '\ 11'11. Y \ 1 1 1 \ i \ \ \° \\ \ It l \\ .♦ \\ \ 1I1 I \ e\ l /f !�• 1 i i 111 , it \ f , -IP I1{ ` ;II I I \ 4 1 S I I\ ! \ \ \ 1 , i' I \,\ \ 111 ! `I \\ 1 \ MINUTES ROTORS JANUARY 9.5 FEBFRUARY 12.5 MARCH 15 APRIL 16.5 MAY 21.5 JUNE 21.5 JULY \I 1 I i 1. \ l t \♦ I \ \ 111 I \� I ♦� \ \1 4 I 9� \\ NOVEMEBER \. \ I 2 \\ \ \\ \ \\ \\ \\ \\ \\ x' 3/4" LATERAL LINE 1.3 e \ I 2.4 PRESSURE REQUIRED 0 HEAD 25.0 TOTAL SYSTEM LOSSES \ ELEVATION CHANGE .a /- +10' 4.3 STAW PRESSURE AVAILABLE N/A RESIDUAL WATER PRESSURE +/- i \\ MINIMUM PRESSURE REQUIRED 0 ROD = 65.5 PSI T 0.40 ♦ \\ 1 9 1 1 1 1 .♦ \ 1. I '\ 11'11. Y \ 1 1 1 \ i \ \ \° \\ \ It l \\ .♦ \\ \ 1I1 I \ e\ l /f !�• 1 i i 111 , it \ f , -IP I1{ ` ;II I I \ 4 1 S I I\ ! \ \ \ 1 , i' I \,\ \ 111 ! `I \\ 1 \ ♦! II 39a:a v vI ♦ _ -- I> ;_ /° x 324.77 tl i j i / i i i i i i i y i i t vv v w vv I `v v rl 1 1 1 \ x \\ \ \\ \\ -_ - - -- ' \\ \\ �.\ HIT 1. i I I ! t ] ) P // I ✓ l I 1 I l 1 1 1 I / // !. j \ \ \\ / \ ♦ \'.♦ \ I \ \ - m \ \ -.\ \\ 324.0 x323.5 / 322.8 'S ` ♦` J \♦ ♦ __ \` \\ _ \ 1 I / x s 1 4 5 / ! 11 I I I r ` \` x } ♦ - _ ,;, `\ - e °� ®\ \\ - \ I, / ' II I I '1 ro 1 t ! l !/ ! % ( JI I 1 Il f 1 % P f -1 !r 7! ! J 1-1/ /\ INSII \\ 14- 9 SS 11 d I f ! :;< , i r i ,1 "l ! ,' t i !I pm $ ♦ "" -\ \ !/ 1 P ! o / 1 / I I I 1 9 ! li I i / / / / r I i ! ( � ER) \ 1 . \ w \ \ \ 1 , \ 324.4 324.7 324.6 i3 to 323. 322. - Ii P 1 f ,. P 4 / / ( P 1 f ! ( l l f f I 1 B .. \♦ ® ! ASPH \ I. \ \ \ -_ I l \ x z x p, . I , / / vi 1 i f 1 1 I 1/ S ♦ 0 E 1 l 1 1 1 \ \ 1 \ 1 1 \ 1 \ \ 1 \ ° a \ MONTHLY AVERAGE REFERENCE EVAPOTRANSPIRATION INCHES PER MONTH INCHES PER DAY MONTH ETo JANUARY 2.1 FEBFRUARY 2.6 MARCH 3.3 APRIL 3.7 MAY 4.9 JUNE 4.7 JULY 4.9 AUGUST 5.1 SEPTEMBER 4.1 OCTOBER 3.3 NOVEMEBER 2:3 DECEMBER 1.9 MONTH ETo JANUARY 0. 07 FEBFRUARY 0.09 MARCH 0.11 APRIL 0.12 MAY 0.16 JUNE 0.16 JULY 0.16 AUGUST 0.16 SEPTEMBER 0.14 OCTOBER 0.11 NOVEMEBER 0.01 DECEMBER 0.01 ANNUAL ETO: 42.9 DATA SOURCE: THE CITY OF ENCINITAS AND CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEMS (CIMIS) 6 MONTH ESTABLISHMENT IRRIGATION SCHEDULE DAILY RUN TIMES 3 -5 DAYS A WEEK MONTH MINUTES ROTORS JANUARY 9.5 FEBFRUARY 12.5 MARCH 15 APRIL 16.5 MAY 21.5 JUNE 21.5 JULY \I 1 I i 1. \ l t \♦ I \ \ 111 I \� I ♦� \ \1 4 I 9� \\ NOVEMEBER \. \ I 2 1" LATERAL LINE x' 3/4" LATERAL LINE 1.3 e \ I 2.4 PRESSURE REQUIRED 0 HEAD 25.0 TOTAL SYSTEM LOSSES SSA ELEVATION CHANGE .a /- +10' 4.3 STAW PRESSURE AVAILABLE N/A RESIDUAL WATER PRESSURE +/- I MINIMUM PRESSURE REQUIRED 0 ROD = 65.5 PSI T 0.40 WATER PRESSURE BE LESS THAN 80 PSI, CONTRACTOR SHALL NOTIFY 70 ROTOR HUNTER MPR40 LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH / I 4 Og \ I \ \ V \ W/ MP3000 22' -30' 40 3.64 1.82 0.86 INSTALLATION. 4•�♦ ♦! II 39a:a v vI ♦ _ -- I> ;_ /° x 324.77 tl i j i / i i i i i i i y i i t vv v w vv I `v v rl 1 1 1 \ x \\ \ \\ \\ -_ - - -- ' \\ \\ �.\ HIT 1. i I I ! t ] ) P // I ✓ l I 1 I l 1 1 1 I / // !. j \ \ \\ / \ ♦ \'.♦ \ I \ \ - m \ \ -.\ \\ 324.0 x323.5 / 322.8 'S ` ♦` J \♦ ♦ __ \` \\ _ \ 1 I / x s 1 4 5 / ! 11 I I I r ` \` x } ♦ - _ ,;, `\ - e °� ®\ \\ - \ I, / ' II I I '1 ro 1 t ! l !/ ! % ( JI I 1 Il f 1 % P f -1 !r 7! ! J 1-1/ /\ INSII \\ 14- 9 SS 11 d I f ! :;< , i r i ,1 "l ! ,' t i !I pm $ ♦ "" -\ \ !/ 1 P ! o / 1 / I I I 1 9 ! li I i / / / / r I i ! ( � ER) \ 1 . \ w \ \ \ 1 , \ 324.4 324.7 324.6 i3 to 323. 322. - Ii P 1 f ,. P 4 / / ( P 1 f ! ( l l f f I 1 B .. \♦ ® ! ASPH \ I. \ \ \ -_ I l \ x z x p, . I , / / vi 1 i f 1 1 I 1/ S ♦ 0 E 1 l 1 1 1 \ \ 1 \ 1 1 \ 1 \ \ 1 \ ° a \ MONTHLY AVERAGE REFERENCE EVAPOTRANSPIRATION INCHES PER MONTH INCHES PER DAY MONTH ETo JANUARY 2.1 FEBFRUARY 2.6 MARCH 3.3 APRIL 3.7 MAY 4.9 JUNE 4.7 JULY 4.9 AUGUST 5.1 SEPTEMBER 4.1 OCTOBER 3.3 NOVEMEBER 2:3 DECEMBER 1.9 MONTH ETo JANUARY 0. 07 FEBFRUARY 0.09 MARCH 0.11 APRIL 0.12 MAY 0.16 JUNE 0.16 JULY 0.16 AUGUST 0.16 SEPTEMBER 0.14 OCTOBER 0.11 NOVEMEBER 0.01 DECEMBER 0.01 ANNUAL ETO: 42.9 DATA SOURCE: THE CITY OF ENCINITAS AND CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEMS (CIMIS) 6 MONTH ESTABLISHMENT IRRIGATION SCHEDULE DAILY RUN TIMES 3 -5 DAYS A WEEK MONTH MINUTES ROTORS JANUARY 9.5 FEBFRUARY 12.5 MARCH 15 APRIL 16.5 MAY 21.5 JUNE 21.5 JULY 21.5 AUGUST 21.5 SEPTEMBER 19 OCTOBER 15 NOVEMEBER 2 DECEMBER 2 MONTH ETo JANUARY 0. 07 FEBFRUARY 0.09 MARCH 0.11 APRIL 0.12 MAY 0.16 JUNE 0.16 JULY 0.16 AUGUST 0.16 SEPTEMBER 0.14 OCTOBER 0.11 NOVEMEBER 0.01 DECEMBER 0.01 ANNUAL ETO: 42.9 DATA SOURCE: THE CITY OF ENCINITAS AND CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEMS (CIMIS) 6 MONTH ESTABLISHMENT IRRIGATION SCHEDULE DAILY RUN TIMES 3 -5 DAYS A WEEK MONTH MINUTES ROTORS JANUARY 9.5 FEBFRUARY 12.5 MARCH 15 APRIL 16.5 MAY 21.5 JUNE 21.5 JULY 21.5 AUGUST 21.5 SEPTEMBER 19 OCTOBER 15 NOVEMEBER 2 DECEMBER 2 ANNUAL ETO: 42.9 DATA SOURCE: THE CITY OF ENCINITAS AND CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEMS (CIMIS) 6 MONTH ESTABLISHMENT IRRIGATION SCHEDULE DAILY RUN TIMES 3 -5 DAYS A WEEK MONTH MINUTES ROTORS JANUARY 9.5 FEBFRUARY 12.5 MARCH 15 APRIL 16.5 MAY 21.5 JUNE 21.5 JULY 21.5 AUGUST 21.5 SEPTEMBER 19 OCTOBER 15 NOVEMEBER 2 DECEMBER 2 f �', I \ \� \ ✓`lfl;1 /r MATURE LANDSCAPE LL\\ \G\E\ o� '� G Ail \ \`\ ' \I ♦ I ♦\ / /`, /` ! ® IRRIGATION SCHEDULE l DAILY RUN TIMES 3 5 DAYS A WEEK - - -- _ c t SPACE'\ TRA,IL`\ EbGr °. ` I ®® � 1 tl 1 s--- °---.�- 1.- "°' =.' -- ; ! ! J ! , I , 1 I I l l , 7 1 , , 7 \ r \ \ \ \ I ♦\ 1. 11 is - \ \\ 39x4 .\ I /!tc- '.� ° 1 \ ♦ \ ♦ ♦ \ ♦ A v __ s °° � I I a \ \ Il ♦� ®� - - _ -.mii m e e ® ® <C_'. /'° ....� '� / i ( l i 1 F' I P P 1 ! 1 1 a \ \ r \ d- ♦ I \M/ 1 1 310.5 \\ \ \ e °�,.. ° ` °� ° °- ,c °_ ®° -- -- - _i,- �- ® ✓°'. °® / °, \ f ! k f / y .d- 1- j- \�.1 -r )- \ - \--! --r �° 4'-\.'_. -1...J .._ 1 -� -c` \ \ � \' r -\ ~`.. "`♦ J / I t\ \ -~° ♦♦ '�... °'w. >; _ .- 320 C -- - __ - ',-/ ✓/® ° ,/ s / '1' t 1 Y° P ) ! 1 I 1 I I 1 1 t I ife9�b\ \\ \\ \ \\ \\ \\ !i ♦ ° ^° `♦ \ °..___ ' °_- -x'S- _.._ --._ __ �. - -- _ ` -- - - - - ------- -' -.-.- _ .- -_._ - - - -- - -_° ° =.-__L .�- �--I -p -- ��- �- 1..-�f _ +_! ~�--1® ( ° { °4 1_!` 4♦ ' }t\ � � \<� ®® c°°c� \ \t♦ \ \..,.. -. �F °- -C° -°'T °1 °41 -1 \m ,..�- w`�° ®° \ - - - _ _ .® °: �' - 316.7 ! f , 1 , 1-- -t 1- -1 -1. =t ® \� \ m\ -282.4 1 i \ ♦\ 392.6 _ \ _ 317.0 1 I �} \ ®I� T T t'- `!- -`1-- / 393.Hx _- _._.-- .__ -.� -.- _.:.396.7 x - x ! I i l d\ \ 1 x x - _ \ __ I: 1 -ae _._.\� L. .ice a,- -� \7- Y _.. __ ._ - ® - _ - e \ \ \�♦ ♦\ ° _L~ 1_\ �° t-♦ /'" J / - - -- 'r 1/ _ i -®r, -- _L^.c-_-�- - -- - ! / / / ♦ I I 1 l l ! P 1 1 ! \ rF\ - 5 - \ 1�1i1f -2 1 x290.4 _ T - 3,D_ RO R' HUNfiER f 7 RED - -- °- 3 40 ® ,� / / H / a t l , I , I�I'G�TIOIVrN�TES� z x:379. , PRES "IIRE CALCULATION WATER METER # i SIZE: 1" MINUTES ROTORS H.G , XX 9 ELEVATION 1020' x 433 = XXX.X "PSI REMOTE CONTROL VALVE # A -31 14.5 MAXIMUM DEMAND 17.1 GPM ELEVAFOP6 1030" 21 PSI LOSSES 21 WATER METER 1.6 BACKFLOW PREVENTER /STRAINER 11.0 GATE VALVE 1.0 MAIN LINE 5.2 CONTROL VALVE 3.0 1- 1 /4CATERAL LINE - 0.2 1" LATERAL LINE 0.3 3/4" LATERAL LINE 1.3 10% FITTING LOSS 2.4 PRESSURE REQUIRED 0 HEAD 25.0 TOTAL SYSTEM LOSSES SSA ELEVATION CHANGE .a /- +10' 4.3 STAW PRESSURE AVAILABLE N/A RESIDUAL WATER PRESSURE +/- N/A MINIMUM PRESSURE REQUIRED 0 ROD = 65.5 PSI T JAMES P. BENEDETTI LANDSCAPE ARCHITECT -_ 4403 MANCHESTER AVE. SUITE 201 E:NCINiTAS, CA 92024 760/479 -0644 FAX 760/479 -0645 REVISIONS APPROVED I DATE REFERENCES MONTH MINUTES ROTORS JANUARY 9 FEBFRUARY 12 MARCH 14.5 APRIL 16' MAY 21 JUNE 21 JULY 21 AUGUST 21 SEPTEMBER 18.5 OCTOBER 1. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF 1.5 DECEMBER O3 ROTOR HUNTER / PGS- 360 -7.0 RED 40' 40 3.40 - - "ONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD STATIC (D O5 © ROTOR HUNTER / MPR40 -00 -CV W/ MP2000 13' -21' 40 1.47 0.74 0.40 WATER PRESSURE BE LESS THAN 80 PSI, CONTRACTOR SHALL NOTIFY 70 ROTOR HUNTER MPR40 LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH ® Og / -00 -CV W/ MP3000 22' -30' 40 3.64 1.82 0.86 INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES AND CONTROL WIRING STUBOUTS SYMBOL DESCRIPTION MANUFACTURER/MODEL REMARKS DETAIL PRIOR TO CONSTRUCTION. 3. MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. ® 1" WATER METER BY OTHERS, SEE CIVIL PLANS 4. CONTRACTOR SHALL SAVE EXISTING IRRIGATION LATERAL LINES WHERE 60® BACKFLOW PREVENTOR FEBCO 825YA -1.25 / INSTALL PER CITY STANDARDS 10 SHT I -2 / APPROPRIATE, AND SHALL PRESSURE TEST THESE LINES PER THE SPECIFICATIONS JAMES P. BENEDETTI LANDSCAPE ARCHITECT -_ 4403 MANCHESTER AVE. SUITE 201 E:NCINiTAS, CA 92024 760/479 -0644 FAX 760/479 -0645 REVISIONS APPROVED I DATE REFERENCES MONTH MINUTES ROTORS JANUARY 9 FEBFRUARY 12 MARCH 14.5 APRIL 16' MAY 21 JUNE 21 JULY 21 AUGUST 21 SEPTEMBER 18.5 OCTOBER 14.5 NOVEMEBER 1.5 DECEMBER 1.5 v NOTE: 1. AN ET CONTROLLER SHALL BE INSTALLED FOR THIS PROJECT AND THE CONTRACTOR SHALL INSTALL PER MANUFACTURE. THIS INFORMATION IS PROVIDED FOR REFERENCE ONLY. O O 2. NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 8:00 AM AND 6:00 PM. 3. IRRIGATION SYSTEM IS FOR ESTABLISHMENT OF NATIVE PLANT MATERIAL AND SHALL NOT BE USED IN A Z Z PERMANENT SCENARIO. Q Q 1&3 AUTOMATIC CONTROLLER HUNTER / PRO -C WALL MOUNT CONTROLLER INSTALL ONBARN WALL 11 / SHT. 1 -2 5. REMOTE CONTROL VALVES SHALL BE LOCATED IN NON TURF AREAS m RS RAIN SHUT OFF DEVICE HUNTER SOLAR SYNC INSTALL 1 PER MANUF. RECOMM, a_ / O UNLESS NOTED OTHERWISE. � fa REMOTE CONTROL VALVE HUNTER,/ PGV- 201E -B SERIES SIZE AS SHOWN 1 / SHT. 1 -2 6. VALVE CALL OUT: ® BALL VALVE KING GROG. B.T.U. INLINE SIZE\ BLOCKED TRUE UNION 5 / SHT. 1 -2 CONTROLLER CONTROLLER Npscgp q STATION NUMBER P r VALVE BOX CARSON 1320 B -13 OR EQUAL (PURPLE LID) SEE SPEC. - �Q sENEDerrl z CONTROL WIRE -14 GAUGE PAIGE / 14 GAUGE SEE SPEC. °s MAINLINE (PVC PIPE) SCH 40 FOR 1 -1/.2' AND SMALLER 1 "- 1 1/2" = SCH 40. 2 " -2 1/2 "+ = 4,11 / SHT. 1 -2 'VALVE SIZE VALVE DISCHARGE � � CLASS 315 FOR Z AND LARGER CLASS 315, SEE SPECS. NOT u shnature * U - - - LATERAL LINE (UVR -PVC PIPE) SCH.4O PVC SEE SPECS. 7. PROTECT ALL IRRIGATION LOCATED WITHIN THE PROJECT'S LANDSCAPE Pen Date s7aorie H WORK AREA. CONTRACTOR SHALL REPAIR AND OR MODIFY ANY DAMAGED TO EXISTING FACILITIES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND s, Date 1o/15710 \P _ THE CITY OF ENCINITAS. R'F cF CAI_!F °� U D! DATE BENCH MARK SCALE SPECIAL DISTRICT Q APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Ld DESCRIPTION: BENCHMARK N0. ENC -18 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO E, REVEGETATION PLAN FOR: a_ LSLAB FOR'FB , 800' NORTHCOFC HORIZONTAL 1 " =3 ' DATE : 06/30/10 3465 BUMANN ROAD U END OF BU ANN RD 3058 BY. BY. HEERS PROPERTY 10574_G p RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =30' LANDSCAPE "ARCHITECT R:L.A. NO.: DATE: Z � DATE: 3 Z APN 264 - 101 -29 z ELEVATION: 309.922' DATUM: NG D 8 JAMES P. BENEDETTI EXP. 09 30/10 -� -�/ PLANNING CASE N0: SHEET 3 OF H eep eo �' oo, °e °e 00 0. Q e 0 40°w 00 04b ° 00 00 1� BALL VALVE 6O FINISH GRADE IN TURF 1" IN G.C. �) PVC SCH 80 UNION O VALVE BOX W/ 2" BRANDED BV O SHORT PVC SCH., 80 NIPPLE (LENGTH AS RE Q D) O COMPACTED SUBCRADE 4X6" BRCIK SUPPORT BLOCKING ON COMPACTED SUBCRADE 9O PVC SCH 40 FEMALE SO 1 CU. FT. (MIN.) PEA ADAPTER (TYP.) GRAVEL SUMP FROI P.O. OBRASS NIPPLES 4 MIN. (fYP) OBRASS RISERS LENGTH AS REQ. O FINISH GRADE 1IIbNJ51 O R/P DEVICE FOR SPECIFICATION EE 7D LEGEND BRASS ELL (TYP) O BRASS UNION O BLOCK E(1 CU THRUST O 4" CONCRETE PAD PER STD. BF -TI O BRASS BALL SO VALVE (TYP) WYE STRAINER O1 FINISH GRADE FLUSH IN TURF FINISH S GRADE (FLUSH U CONTROL WIRES; BUNDLE AND TAPE (W/ 4' MIN. EXTRA WIRE) - EN Cl NITAS, CA 92024 GR O CONTROL VALVE I DATE 2O REMOTE CONTROL VALVE ELEC. CONDUIT COUPLING %morAer @ (SEE SPECS wl�l O(TYP.) PER MFGR. SPECS. O FEMALE ADAP. P. RAIN SHUT -OFF DEVICE NIPPLE 90 DEG. SWEEP SIZE AS REQ'D) ® SCH. 40 PVC SCH. 80 UNION WALL PVC NON- PRESSURE PIPE (SEE SPECS) 7O SO 1 CU. FT. PEA GRAVEL ®3 SOLENOID WALL W/ 6 - 1/4" DIA. ANCHOR BOLTS OR EQ. (P&tT AND SEAL EDGES) ® PVC PRESSURE PIPE O IRRIGATION WATER MAINLINE PVC SCH 40 TEE (SSS) OR ELL (SS) LJ 4X6" BRICK SUPPORT BLOCKING 6 ON MAINLINE UNDISTURBEC /COMPACTED SUBGRADE B� PLASTIC VALVE BOX 7 WIRES BUNDLED UNDER MAINLINE TYP. (12"LID� HEAT 2 BRAND "RCV" A & N' ROLLER STATION NO. ONTO LID 1 RLI1❑TE CONTROL VALVE eep eo �' oo, °e °e 00 0. Q e 0 40°w 00 04b ° 00 00 1� BALL VALVE 6O FINISH GRADE IN TURF 1" IN G.C. �) PVC SCH 80 UNION O VALVE BOX W/ 2" BRANDED BV O SHORT PVC SCH., 80 NIPPLE (LENGTH AS RE Q D) O COMPACTED SUBCRADE 4X6" BRCIK SUPPORT BLOCKING ON COMPACTED SUBCRADE 9O PVC SCH 40 FEMALE SO 1 CU. FT. (MIN.) PEA ADAPTER (TYP.) GRAVEL SUMP FROI P.O. OBRASS NIPPLES 4 MIN. (fYP) OBRASS RISERS LENGTH AS REQ. O FINISH GRADE 1IIbNJ51 O R/P DEVICE FOR SPECIFICATION EE 7D LEGEND BRASS ELL (TYP) O BRASS UNION O BLOCK E(1 CU THRUST O 4" CONCRETE PAD PER STD. BF -TI O BRASS BALL SO VALVE (TYP) WYE STRAINER (SCH. 40 PVC 1 1/2" OR SMALLER) MI . CONTROL WIRES TO BE 4" MIN. FROM PIPE WITH 4" OF SAND COVER. LATERAL LINE (NON PRESSURE PVC PIPE) NOTES: (PVC CL 200) 1. PROVIDE 2" OF CLEAN BACKALL UNDER ALL PIPING 2. NO OTHER TRADES (ELECTRICAL, LIGHTING) ALLOWED IN SAME TRENCH AS IRRIGATION PIPE. 3. PROVIDE PVC SLEEVES FPR ALL WIRING AND PIPING UNDER PAVING. 4. NO STAKING (VERTICALLY) OF PIPES IN SAME TRENCH. 3 TRENCHING 1 - ROTOR HEAD (ADJUST RISER PERPENDICULAR TO SLOPE) 2 - ANTI -DRAIN SPRING CHECK VALVE. 3 - PVC SCH. 80 RISER/ NIPPLE (TYP.) (LENGTH AS REQUIRED) 4 - 5 - SWING JOINT ASSEMBLY (2 SC. 40 PVC ST. ELLS) 6 - 10" MIN. FROM FINISH GRADE 7 - PVC NONPRESSURE (LATERAL) LINE (SEE SPECS.) 8 - PVC SCH 40 TEE (SST) OR ELL (ST) 9 - 6" - 8" FROM HEADER, ETC. 10 # REBAR W/ GALV. CLAMPS. NOTE: WRAP RISER W/ PURPLE WARNING TAPE. r5)IDALL VALVE 1(6)1 [IN-GRADE ROTOR RISER LANDSCAPE A RCH� ECT PRODVIDE 3/4" NOM. DIA. PLASTIC IRRIGATION METHOD 4403 MANCHESTER AVE. SUITE 201 - EN Cl NITAS, CA 92024 760/479 -0644 FAX 760/479 -0645 REVISIONS I APPROVED I DATE CONTROL WIRES (BUNDLE AND TAPE) I REFERENCES ELEC. CONDUIT COUPLING %morAer @ CONNECT TO CONTROLLER HOUSING wl�l CONCRETE FOOTING OR SLAB PER MFGR. SPECS. 5O PLASTIC ELECTRICAL CONDUIT 10 RAIN SHUT -OFF DEVICE 90 DEG. SWEEP SIZE AS REQ'D) © WALL 7O 3/4" EXTERIOR GRADE PLYWOOD (SCH. 40 PVC 1 1/2" OR SMALLER) MI . CONTROL WIRES TO BE 4" MIN. FROM PIPE WITH 4" OF SAND COVER. LATERAL LINE (NON PRESSURE PVC PIPE) NOTES: (PVC CL 200) 1. PROVIDE 2" OF CLEAN BACKALL UNDER ALL PIPING 2. NO OTHER TRADES (ELECTRICAL, LIGHTING) ALLOWED IN SAME TRENCH AS IRRIGATION PIPE. 3. PROVIDE PVC SLEEVES FPR ALL WIRING AND PIPING UNDER PAVING. 4. NO STAKING (VERTICALLY) OF PIPES IN SAME TRENCH. 3 TRENCHING 1 - ROTOR HEAD (ADJUST RISER PERPENDICULAR TO SLOPE) 2 - ANTI -DRAIN SPRING CHECK VALVE. 3 - PVC SCH. 80 RISER/ NIPPLE (TYP.) (LENGTH AS REQUIRED) 4 - 5 - SWING JOINT ASSEMBLY (2 SC. 40 PVC ST. ELLS) 6 - 10" MIN. FROM FINISH GRADE 7 - PVC NONPRESSURE (LATERAL) LINE (SEE SPECS.) 8 - PVC SCH 40 TEE (SST) OR ELL (ST) 9 - 6" - 8" FROM HEADER, ETC. 10 # REBAR W/ GALV. CLAMPS. NOTE: WRAP RISER W/ PURPLE WARNING TAPE. r5)IDALL VALVE 1(6)1 [IN-GRADE ROTOR RISER LANDSCAPE A RCH� ECT PRODVIDE 3/4" NOM. DIA. PLASTIC IRRIGATION METHOD 4403 MANCHESTER AVE. SUITE 201 - EN Cl NITAS, CA 92024 760/479 -0644 FAX 760/479 -0645 REVISIONS I APPROVED I DATE CONTROL WIRES (BUNDLE AND TAPE) I REFERENCES 3115 \REVEG_05 -25 -10 DATE BENCH MARK SCALE DESCRIPTION: BENCHMARK NO. ENC -18 LOCATION:2.5" BRASS DISC IN CONC, SLAB FOR F.H.. 800' NORTH OF HORIZONTAL 1 " =30' END OF BUMANN RD RE-CORD FROM: CITY OF ENCINITAS VERTICAL 1 " =30' SPECIAL DISTRICT O AUTOMATIC IRRIGATION 6O PRODVIDE 3/4" NOM. DIA. PLASTIC IRRIGATION METHOD CONTROLLER ELECTRICAL CONDUIT FOR 120V PERCENT OF TOTAL LA 1 POWER 20 PLASTIC ELECTRICAL CONDUIT 9O CONTROL WIRES (BUNDLE AND TAPE) 3O ELEC. CONDUIT COUPLING @ CONNECT TO CONTROLLER HOUSING 4O CONCRETE FOOTING OR SLAB PER MFGR. SPECS. 5O PLASTIC ELECTRICAL CONDUIT 10 RAIN SHUT -OFF DEVICE 90 DEG. SWEEP SIZE AS REQ'D) © WALL 7O 3/4" EXTERIOR GRADE PLYWOOD MOUNTING PLATE SECURED TO WALL W/ 6 - 1/4" DIA. ANCHOR BOLTS OR EQ. (P&tT AND SEAL EDGES) NOTE: MOUNT ON 6 X6 DOUG. FIR POST IF STRUCTURE IS NOT IN PLACE AFTER IRRIGATION HAS BEEN COMPLETED. CONTROLLER SOILS MANAGEMENT REPORT SOIL ANALYSIS NITROGEN, PHOSPHOROUS AND POTASSIUM ARE LOW. CALCIUM, MAGNESIUM AND COPPER ARE WELL SUPPLIED. ZINC, MANGANESE AND IRON ARE LOW. THE ORGANIC CONTENT OF THE SOIL IS LOW AT 1.4% OF THE TOTAL SAMPLE BY DRY WEIGHT. POTENTIALLY PROBLEMATIC SALINITY (ECE), SODIUM ADSORPTION RATIO (SAR) AND BORON VALUES ARE SAFELY LOW. THE REACTION OF THE SOIL IS MODERATELY ALKALINE AT 7.9 ON THE PH SCALE, WHICH COULD CAUSE A BROAD RANGE OF PLANTS TO SHOW SYMPTOMS OF ALKALINITY INDUCED CHLOROSIS. INCORPORATING SOIL SULFUR AND IRON SULFATE AT THE PROVIDED RATES AND DEPTH WOULD PROVIDE SOLUBLE IRON WHILE ADJUSTING THE SOIL PH DOWNWARD. THAT CHANGE WOULD HAPPEN SLOWLY OVER TIME AND ONLY AFFECT THE SOIL AS DEEPLY AS SULFUR AND IRON SULFATE ARE INCORPORATED. PLANS -THAT ARE SENSITIVE TO ALKALINE SOIL CONDITIONS SHOULD BE AVOIDED IN THIS SOIL. THE TEXTURE OF THE SOIL IS VERY GRAVELLY SANDY CLAY LOAM WITH 63.8% OF THE SAMPLE BEING COMPRISED OF GRAVEL LARGER THAN 2.0 MM IN DIAMETER. OF THE PORTION OF THE SAMPLE PASSING THE 2.0 MM SCREEN, 43.9% IS COMPRISED OF SILT AND CLAY. THESE SMALLER PARTICLES WILL SERVE TO "CEMENT" THE LARGER GRAVEL PARTICLES TOGETHER, CAUSING THE SOIL TO CONSOLIDATE AND COMPACT SEVERELY. THE ESTIMATED WATER INFILTRATION RATE IS A VERY SLOW 0.1 INCH PER HOUR. THE DEGREE OF SOIL COMPACTION MAY AFFECT THE ACTUAL WATER INFILTRATION RATE. COMMENTS THE PRIMARY CONCERN FOR THIS SOIL IS ITS TENDENCY TO CONSOLIDATE AND COMPACT. CONSIDER SOIL REMOVAL AND REPLACEMENT TO AN APPROPRIATE DEPTH TO PROVIDE THE PLANTS WITH A SUITABLE ROOTING ENVIRONMENT. SUGGESTED IMPORT SOIL SPECIFICATIONS ARE PROVIDED BELOW. IF IT IS DECIDED THAT THE SOIL IS TO BE REMOVED AND REPLACED, PLANTING RECOMMENDATIONS CAN BE PROVIDED BASED ON THE ANALYSIS OF A SUITABLE IMPORT MATERIAL. IF YOU CHOSE TO PLANT DIRECTLY INTO THIS SOIL, AFTER CONSIDER ITS POTENTIAL LIMITATIONS AS DISCUSSED ABOVE, SOIL CHEMISTRY AND PHYSICAL PROPERTIES CAN BE IMPROVED WITH STANDARD HORTICULTURAL AMENDMENTS. DUE TO THE FACT THAT THIS SOIL WILL COMPACT READILY, ROOT DEVELOPMENT, AERATION AND DRAINAGE MAY BE IMPEDED. SEVERELY COMPACTED AREAS SHOULD BE RIPPED OR TILLED TO AT LEAST A 9 -INCH DEPTH. SINCE DRAINAGE MAY BE SLOW, PERCOLATION TESTS SHOULD BE PERFORMED IN AREAS WHERE LARGER SPECIMENS ARE PLANNED. THIS CAN BE DONE BY EXCAVATING A PLANTING PIT TWO FEED IN DEPTH AND TWICE THE DIAMETER OF THE ROOT BALL. FILL THE PIT WITH WATER AND ALLOW IT TO DRAIN COMPLETELY. FILL THE PIT WITH WATER A SECOND TIME. IF THE AMOUNT OF TIME NECESSARY FOR THE PIT TO DRAIN THE SECOND TIME IS GREATER THAN 24 HOURS, CONSIDER INSTALLING SUPPLEMENTAL DRAINAGE FOR ANY SPECIMEN IN A 24" OR LARGER BOX. SUGGESTED LANDSCAPE IMPORT SOIL SPECIFICATIONS Chemistry: Reaction (pH) saturated paste 6.0 -7.7 Salinity (ECe dS /m) saturation extract less than 3.0 Sodium adsorption ratio (SAR) less than 6.0 Boron in saturation extract, ppm less than 1.0 Texture: Particle Size USDA Sieve Size (mm) Objective - Percent Passing Gravel 2.0 greater than 85% Coarse sands 0.5 greater than 75% Silt plus clay 0.05* greater than 35% *Use Hydrometer method THE CONTRACTOR SHALL OBTAIN AN AGRONOMIC SOILS REPORT AND RECOMMENDATIONS ONCE ROUGH GRADING HAS BEEN COMPLETED, REFER TO LANDSCAPE SPECIFICATIONS SECT. 108, D, 2 APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO ED DATE :06/30/10 - BY: BY: LANDSCAPE ARCHITECT R.L.A. NO.: 3058 JAMES P. BENEDETTI EXP. 09/30/10 DATE: 3��7� DATE: 3 Z11 STEP: 1. STRIP WIRES APPROX. 5/8 FROM END. 2. TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM. 3. MIX CONTENTS OF SEALING PACK, CUT 1/2" OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END. 4. WRAP OPEN END OF SEALING PACK WITH TAPE, ALLOW TO SET UNTIL RESIN JELLS. WI WIRE CONNECTOR WATER USE CALCULATIONS THIS CALCULATION ASSUMES THAT HYDROZONE 1 CONSISTS OF LOW WATER USE PLANTS WITH A PLANT FACTOR (PF) OF 0.2 AND UTILIZES A MP ROTATOR SYSTEM WITH AN IRRIGATION EFFICIENCY (IE) OF 0.75 (75 %). THERE ARE NO SPECIAL LANDSCAPE AREAS (SLA). HYDROZONEI PLANT WATER USE TYPE PLANT I FACTOR IRRIGATION METHOD IRRIGATION EFFICIENCY AREA PERCENT OF TOTAL LA 1 I LOW 0.2 1 ROTORS I 0.75 144,301 SFI 100% MAXIMUM APPLIED WATER ALLOWANCE (MAWA MAWA = (ETo) (0.62) (0.7 x LA + 0.3 x SLA) MA %WA = (42.9) (0.62) (0.7 x 44,301 + 0.3 x 0) MAWA = 824,823 gal / yr ESTIMATED TOTAL WATER USE (ETWU) Hydrozone 1 ETWU = (Eta) (0.62) (PF x HA / IE) ETWU = (42.9) (0.62) (0.2 x 44,301 / 0.75) ETWU = 314,219 gal /yr Total Project ETWU = 314,219 gal /yr The ETWU (314,219 gal / yr) is less than the MAWA (824,823 gal / yr) PERCENT = MAWA - ETWU x 100 = 8. 24,823 gal - 314,219 gal x 100 = 61.9% MAWA 824,823 gal THE TOTAL ANNUAL WATER SAVINGS IS 61.9% (510,604 GALLONS). d b water efficient landscape note i, James p. ber, :':, fti, certify that the plans are in accordance wish chapter 23•26 (water efficient landscape regulations) of the municipal code. O I rn 6/9/10 Ja a p. benedett, ca. r1a. IJ058 date m egistration expires 09130/10 O ,pbla, inc. CO 4403 manchester ave. suite 201 olivenhain ca 92024 7601479 -0644 U Z M w NOTE: A CERTIFICATE OF COMPLETION SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT WITHIN 10 DAYS OF THE INSTALLATION OF THE LANDSCAPING ALL NDSCnP w REQUIRED ELEMENTS IN SECTION 23.26.240 OF THE MUNICIPAL CODE. o gENED 7. 4Rc :2 z� R. rl ti Z VC;ID signature Ren Date 9/30/12 * w Sp Date 10/15/10 P ATP OF CAL�F� 0 Q CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w REVEGETATION PLAN FOR: a_ 3465 BUMANN ROAD �57 /� ^ 0 HEERS PROPERTY "t _ G Q APN 264- 101 -29 z PLANNING CASE NO: SHEET 4 OF 8 IRRIGATION 02810 -10 SECTION 02810 IRRIGATION PART 1 - GENERAL 1.01 GENERAL CONDITIONS: A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.02 SCOPE: A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. RELATED WORK: (A) LANDSCAPING SECTION (02900) 1.03 SUBMITTALS: A. SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURERES BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE: A. FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE - AT THE CONCLUSION OF THE MAINTENANCE PERIOD - ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NONSETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND /OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.05 OBI `,,VATION: A, IN \LL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS RL QUIRED AND /OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND /OR OBSERVATION OF THE ARCHITECT AND CITY REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3)WORKING DAYS IN ADVANCE OF THE TIME SI'CH INSPECTION AND /OR DIRECTION IS REQUIRED. B. OBSERVATION - "_ BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK; 1, UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESURE TESTS. D❑ NOT COVER ANY LINES UNTIL THEY HAVE BEET= IBSERVED AND APPROVED. 2 UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER Dr_VICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES, 3. WHEN TiiE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. 4. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK, 1.06 TESTING, ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT AND CITY REPREPRESENIATIVE. APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 1.07 RECORD DRAWINGS: A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. PROVIDE AS- BUILTS TO THE CITY OF OCEANSIDE MYLARS WITH (TWO) SETS OF PRINTS. WWI 1 ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL RE SHOWN ON THE RECORD DRAWINGS. 3. ALL REMOTE CONTROL VALVES, SHUT -OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE -HALF FOOT AT TWO REFERENCE POINTS. 4. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDUIF AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH \,kATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OP PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS, A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. PROVIDE TWO SETS OF THE CONTROLLER CHARTS FOR THE CITY' USE. EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. REVISIONS I APPROVED I DATE 3115 \REVEG_05 -25 -10 1.08 GENERAL REQUIREMENTS: A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. B. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. C. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. D. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. H. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. I. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. J. PERMISSION TO SHUT OFF ANY EXISTING IN -USE WATER LINES MUST BE OBTAINED 48 HOURS,dN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL`4RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT -OFF. K. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. PART 2 - PRODUCTS 2.01 MATERIALS: A. PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1. POLYVINYL CHLORIDE PIPE: (A) PVC PLASTIC ,PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCHES AND SMALLER SHALL BE TYPE I, GRADE 2, ,(IMPACT MODIFIED), DESIGNED AS PVC 1220, SCH. 40, BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION. (B) PLASTIC NON- PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2, (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256- 63. 1 (C) IDENTIFICATION: 'FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. 2. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. B. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE' PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. C. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE, COMMON WIRE SHALL BE WHITE. NO SPLICING SHALL OCCUR BETWEEN CONTROLLER AND VALVES. D. AUTOMATIC CONTROLLER: 1. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL AND DRAINAGE SERVICES, READY FOR OPERATION. UNIT SHALT. DE ELECTRIC, SELF - CONTAINED OUTDOOR TYPE, WALL - MOUNTED, OR APPROVED EQUAL. SEE DETAIL FOR CONTROLLER ENCLOSURE. 2. UNIT SHALL HAVE A MINIMUM OF STATIONS AS SHOWN ON THE IRRIGATION LEGEND. 3. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED. PROVIDE WARRANTY DOCUMENTS TO OWNER. 4. UNIT SHALL BE ``i,, 120 -VOLT, 60 -CYCLE CONTROLLER, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. 5. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 6. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. 7. CONTROL PANEL SHALL BE REMOVABLE PLUG -IN TYPE. 8. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL -PROOF CASE, MANUFACTURED OF 14 -GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. 9. THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITHIN ONE PROTECTING COVER. E. CONTROL VALVES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. REFERENCES DATE BENCH MARK SCALE DESCRIPTION: BENCHMARK NO. ENC -18 LOCATION:2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 800' NORTH OF HORIZONTAL 1 " =30' END OF BUMANN RD _ RECORD FROM:�TYOF ENCINITAS VERTICAL 1 " =30' F. VALVE BOX: 1. FOR REMOTE CONTROL VALVES 9 -1/2" X 16" X 11" PLASTIC METER BOX. 2. FOR BALL AND QUICK COUPER VALVES: 8 -3/4" DIAMETER X 12" PLASTIC VALVE BOX WITH EITHER BV OR QC BRANDED ON LID IN 2" HIGH LETERS. G. ANTI -DRAIN EXCESS FLOW VALVES: 1. ANTI -DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS. VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY C. AFTER RVC SHUT -OFF. VALVES SHALL HAVE A 'FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS THE RISER. THE ANTI - DRAIN VALVES SHALL BE VALCON #ADV- X.S. OR APPROVED EQUAL. H. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. I. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING - J. BALL VALVES: 1. PRODUCT: 1" - 2" SIZE (KING 'BROS. LO- TORQUE BALL VALVE D. MODELS LT. 1000 -T THRU LT.2000 -T) 2" - 4" SIZE (KING BROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA 91384 PHONE: (800) 541 -2672 OR (805) 257- 3262. K. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. L. BACKFILL SHALL BE CLEAN FILL SOIL. (4" SAND OVER CONTROL WIRES). M. CONTRACTOR SHALL PROVIDE TO THE OWNER: 1. TWO (2) CONTROL VALVE KEYS. 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. 3. SIX (6(5)OS SOPENING 4. FIVE EYBSBFOR AND LOCKING EACH AUTOMATIC CONTROLLER. 5. ALL WARRENTY DOCUMENTS, ALL MANUALS AND AS- BUILTS AND CONTROLER CHARTS. N. PRESSURE REGULATOR SHALL BE BRONZE WITH SCREW FITTING. SEE DETAILS AND DRAWING. " PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS: A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF E THE ARCHITECT BEFORE INSTALLATIONS. B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. C. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION OF IRRIGATION SYSTEM: 'A. EXCAVATION AND BACKFILLING OF TRENCHES: 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2. DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE 186 MINIMUM POLYVINYL CHLORIDE NON- PRESSURE LINE 126 MINIMUM F. 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. G. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. PROVIDE 4" OF CLEAN SAND OVER CONTROLLER WIRING. 5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE H. FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH -FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. L 7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL i -S APPROVED BY THE CITY, FREE FROM ROCKS AND CLODS OVER 1" IN SIZE. B. INSTALLATION OF POLYVINYL CHLORIDE PIPE: J. 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND " TITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STRR IG, TO K AVOID DAMAGE. 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVEF UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY F'_AT SO L. AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE M. DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. 4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF TF'E TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP- EDGED OBJECTS. 5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE SNAKED FROM SIDE -TO -SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF DATE :06L /10 LANDSCAPE ARCHITECT R.L.A. NO.: 3058 JAMES P. BENEDETTI EXP. 09 30 10 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 10. PLASTIC TO PLASTIC JOINTS: SOLVENT -WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 11. SOLVENT -WELD JOINTS: ASSEMBLE PER MANUFACTURERkS RECOMMENDATION. INSTALLATION OF BRASS PIPE: 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. 2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 -FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO \PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2 -1/2 INCHES OF INSULATION FROM EACH WIRE. (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. (3) SEAL CONNECTOR IN EPDXY RESIN. (4) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. 5. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. AUTOMATIC CONTROLLER: 1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. 2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB - PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. 4. CONTROLLER SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OF ANY OTHER VALVE. REMOTE CONTROL VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. 2" HIGH BRANDED LETTERING ON VALVE TOP OF VALVE BOX LID DELINIATING THE VALVE NUMBER AND CONTROLLER SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. BALL VALVES: 1. INSTALL WHERE SHOWN AS DETAILED. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT. INSTALLATION OF ANTI -DRAIN VALVES: ANTI -DRAIN VALVES SHALL BE INSTALLED riN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI -DRAIN DEVICES, INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND WITH IN 18" OF PLANTER CURBS IN SHRUB PLANTING AREAS. INSTALL QUICKCOUPLES VALVES NO FURTHER AND 170' APART. SLEEVING: 1. CROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30" BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18" BELOW FINISHED GRADE. 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES. 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED IN N -1. AND N -2. ABOVE. APPROVALS RECOMMENDED AP BY: "vi. AA -t- BY: DATE: 3/27/14 DATE: 3.03 CLEAN -UP: A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. 0 r � CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 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B_ Pp -I ._. � OI I II�x ♦c- �'°\ ♦.c- °\ ' - -___ _ '_.____ -315 _ ®__ ®_. -_ _ _'__.- _'_ -._ ° -_ - - ___.___._ _ °_ ° ® ®�' _ ..._i ®�. ®..%® r ..° r' .. r \ < \♦ ^.., \ ♦ .- } - .® ®.. - ®- --� - - ®. ®. - - _ \ ®- .- ..-..- - - 317.0 - ®316.7 / - f '_ I 1 i I I- J T 1 �.\ - '��1 -\ -t -S' T t-- \ -}-\ ♦7- 4 x2824 `C x ' s °° ® ® ®- / - "� - '° 1 31M7 x ( - s - \ - ®St ®- c ®-++.� - \\ _i ._,...9 ; _y- Y -I\ �c SC "c -4. -L- t®♦-°a !,r i. ! ®IS-- - t' i - �'- e `_---- _-- _ ----- _ ° / 3 ! , I J r f r rr J 711/71 ! / ! /�- -�'` ♦` \e - -, PLANT MATERIAL LEGEND- BOTANICAL NAME COMMON NAME SIZE QTY, HT♦ SPD REMARKS SHRUBS ARTEMISIA CALIFORNICA CALIFORNIA SAGE 1 GALLON 26 6 " -8" 6 " -8" FULL AND BUSHY, GOOD COLOR D ERIOGONUM FASICULATUM COMMON BUCKWHEAT 1 GALLON 20 6 " -8° 6 " -8" FULL AND BUSHY, GOOD COLOR V /- RHUS INTEGRIFOLIA LEMONADE BERRY 5 GALLON 20 12" -15" 12 " -15" FULL AND BUSHY, GOOD COLOR HETEROMELES AREBUTIFOLIA TOYON 5 GALLON 16 12 " -15" 12 " -15" FULL AND BUSHY, GOOD COLOR TEMPORARILY IRRIGATED SAGE SCRUB HYDROSEED MIX 0 0 LBS. / ACRE BOTANICAL NAME COMMON NAME 0 0 '7 ' 9.0 ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 0 0 1 6.0 ERiOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 3.0 SALVIA MELLIFERA BLACK SAGE 2.0 DEINANDRA FASCICULATA FASCICLED TARWEED 2.0 HAZARDIA SQUARROSA SAW - TOOTHED GOLDENBUSH 2.0 MIMULUS AURANTIACUS MONKEYFLOWER 1.0 GNAPHALIUM CANESCENS SSP. BENEOLENS EVERLASTING CUDWEED 25.0 JAMES P. BENEDETTI 3000 BONDED FIBER MATRIX LANDSCAPE ARCHITECT + + + + + + 4403 MANCHESTER AVE. SUITE 201 EXISTING SAGE SHRUB PROTECT IN PLACE ENCINITAS, CA 92024 + + + 760/479 -0644 FAX 760/479 -0645 + + + REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS 3115 \REVEG_05 -25 -10 111} } \ 1 \ \ 1 } \I t l 1 t 1 Iit Ill 1\ 11111 }\ 1 1 \91 i61 }} 1\ 1 1 } • } \111\ °t \\ \ \ \� 1 t e 1 } \ 1 9 1 1 1 1 111\ 1 1 11 V\ t I 1 1 \ h 4 1 S \ V t l I t \ ! _ IIIj 1 111 lII! I / I f/ JJ / / r r J I 0 / P t ♦' rr ° / x290.4 O SET RDOTBALL 1' ABOVE O PLANTING TABLETS AS FINISH GRADE SPECIFIED O MULCH O BACKFILL MIX AS SPECIFIED �3 FINISH GRADE O7 NATIVE GRADE O 4' EARTH BERM (REMOVE AFTER SHRUB IS ESTABLISHED) O'D SHRUB PLANTING N.T.S. V N C1 SCALE 1 "=30' 1 0) 0 I° 0' 30' 60' 90' 120' U Z m 0 n Vol PNDScApe w �� �a Q SENEDET�� 0� Q z NOS' USSSiqnoture R U Ren Date 9/30/12 LA H Date 10/15/10 �TF OF CAUF U Q CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Lu REVEGETATION PLAN FOR: a- 3465 BUMANN ROAD 10574 -G V HEERS PROPERTY APN 264- 101 -29 PLANNING CASE NO: SHEET 6 OF 8 ct1m Z °ill DESCRIPTION: BENCHMARK NO. ENC -18 LOCATION:2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 800' NORTH OF HORIZONTAL 1 " =30' VERTICAL 1 " =30' PLANS PREPARED UNDER SUPERVISION OF DATE :06/30/10 LANDSCAPE ARCHITECT R.L.A. NO.: 3058 JAMES P. BENEDETTI EXP. 09/30/10 RECOMMENDED APPROV BY: M BY: DATE: 3 �27� �4 DATE: 3 j8 END OF BUMANN RD RECORD FROM: CITY OF ENCINITAS ELEVATION: 309.922' DATUM: NGVD88 3115 \REVEG_05 -25 -10 111} } \ 1 \ \ 1 } \I t l 1 t 1 Iit Ill 1\ 11111 }\ 1 1 \91 i61 }} 1\ 1 1 } • } \111\ °t \\ \ \ \� 1 t e 1 } \ 1 9 1 1 1 1 111\ 1 1 11 V\ t I 1 1 \ h 4 1 S \ V t l I t \ ! _ IIIj 1 111 lII! I / I f/ JJ / / r r J I 0 / P t ♦' rr ° / x290.4 O SET RDOTBALL 1' ABOVE O PLANTING TABLETS AS FINISH GRADE SPECIFIED O MULCH O BACKFILL MIX AS SPECIFIED �3 FINISH GRADE O7 NATIVE GRADE O 4' EARTH BERM (REMOVE AFTER SHRUB IS ESTABLISHED) O'D SHRUB PLANTING N.T.S. V N C1 SCALE 1 "=30' 1 0) 0 I° 0' 30' 60' 90' 120' U Z m 0 n Vol PNDScApe w �� �a Q SENEDET�� 0� Q z NOS' USSSiqnoture R U Ren Date 9/30/12 LA H Date 10/15/10 �TF OF CAUF U Q CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Lu REVEGETATION PLAN FOR: a- 3465 BUMANN ROAD 10574 -G V HEERS PROPERTY APN 264- 101 -29 PLANNING CASE NO: SHEET 6 OF 8 SECTION 02900 LANDSCAPING - 22 SECTION 02900 LANDSCAPING PART 1 - GENERAL 1,01 GENERAL CONDITIONS A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISIIIN 1 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION, AND MUST BE FULLY CONSIDERED IN CONNECTION THEREWITH. 1.02 SCOPE A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT. B. RELATED WORK1 2. IRRIGATION (SECTION 02810) 1.03 SUBMITTALS A. CONTRACTOR SHALL SUBMIT A TYPEWRITTEN LIST WITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC„ WITH QUANTITIES OF EACH, 1.04 DEFINITIONS OF TERMS A. "PLANTING AREA" SHALL MEAN ALL AREAS TO BE SEEDED, SODDED, PLANTED WITH TREES, SHRUBS, AND /OR GROUNDCOVERS• 1.05 GUARANTEES AND REPLACEMENTS A. PLANT MATERIALS; PLANTS (15- GALLON SIZE AND LARGER) SHALL BE GUARANTEED TO LIVE AND GROW IN HEALTHY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOD OR UNTIL FINAL_ ACCEPTANCE (3.20 PART B). PLANT MATERIAL WILL CONTINUE TO BE GUARANTEED FOR ONE (1) YEAR. B. fl's MATERIAL SMALLER THAN 15- GALLON SIZE: SHALL BE FUARANIEED TO LIVE AND GROW IN VIGOROUS HEALTHY UPRIGHT u.INDITION FOR A MINIMUM OF ONE GROWING SEASON AFTER FINAL ACCEPTANCE OF WORK (EXCLUDING SEASONAL COLOR), C, REPLACEMENT ALL PLANTS NOT HEALTHY AND IN VIGOROUS GROWING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY• PLANTS USED F 1R REPL ',r'EMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED ;ti THE PLANI LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO COSTS TO OWNER, 1.06 VERIFICATION OF EXISTING CONDITIONS A. ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE .<CHITOCT OF ANY DISCREPANCIES, B. PR ' k;' i, THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO 'SUCH IMPROVEMENTS, IN THE EVENT OF CONFLICT BETWEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS WILL BE MADE FOR RELOCATION AS NECESSARY. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK AS HEREIN SPECIFIED AT HIS OWN EXPENSE. 1.07 PROTECTION OF EXISTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER, 1.08 INSTRUCTIONS AND OBSERVATION A. ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICATIONS BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IP WRITING• B. THE CONTRACTOR ?S SUPERVISOR SHALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSERVATION WITH THE OWNER ?S REPRESENTATIVE OF THE WORK, THE CONTRACTOR SHALL HAVE SUFFICIENT WORK PERSONNEL AVAILABLE DURING NORMAL WORKINF HOURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE- WORK SERVICES ARE TO BE PERFORMED WITHOUT INTERFERENCE OF RF5ULAR PROJECT SCHEDULE. C, PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND THE CITY AT THE PLACE OF GROWTH AND /OR UPON DELIVERY TO THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTION AT THE SITS DLJRING PROGRESS OF WORK FOR SIZE, CONDITION OF ROOT B= LATENT DEFECTS, OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. D. SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY TI'_' L. <.NDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATION, AN OBSERVATION WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE WORKING HOURS ON EACH OF THE STEPS OR CONDITIONS LISTED BELOW, THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION. THE CONTRACTOR WILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP OF WORK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE LANDSCAPE ARCHITECT. 1. PRE - CONSTRUCTION MEETING; IMMEDIATELY PRIOR TO THE COMMENCEMENT OF WORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND EQUIPMENT TO BE USED, AND METHODS OF INSTALLATION. s a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT 1 9 DL °T (/`1 Z21-tv DESCRIPTION: BENCHMARK NO. ENC -18 LOCATION: 2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 800' NORTH OF HORIZONTAL 1 " =30' END OF BUMANN RD RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =30' iul PLANS PREPARED UNDER SUPERVISION OF DATE :06/30/10 LANDSCAPE ARCHITECT R.L.A. NO.: 3058 JAMES P. BENEDETTI EXP. 09/30/10 APPROVALS RECOMMENDED APPR V BY: /IIA AA BY: DATE: 1/27/14 DATE: J. 2. INCORPORATION OF SOIL CONDITIONING AND FERTILIZING C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE INTO THE SOIL; i'r SOIL TESTS PERFORMED BY THE BROKEN BALLS SHALL BE PLANTED. TO REMAIN IN THE PROJECT, DAMAGE TO A PLANT WHICH RESULTS IN EIRSANIE- �NimPRB6EN 19 PERIVED FReM 6JRF:A AHB GEIPSEEDD LICENSED LABORANIRY SHALL BE SUBMITTED AND PAID ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT DEATH OR PERMANENT DISFIGURATION SHALL RESULT IN THE COMPLETES MEA A PLB9H StfPEfdP9I$sPi AddD En,- mQSE�� PRUNING: AT NO TIME SHALL THE PLANT MATERIALS BE FOR BY THE CONTRACTOR FOR AGRICULTURAL SUITABILITY MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT r; REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE - P4E.4m- ROTASH FR9P9 SH6FATE BF RPT,ASH AND COTTONSEED MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE r:icT AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONTRACTOR. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE - M €AL- NO- RQT4221I-IM OHLBRiD€ Tc T�- Q I UsFpl SkJLF�- cF� CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF GRADING HAS BEEN COMPLETED, AND PRIOR TO SHAEL: PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE r n S-H Tr nr "e, ^�en Lam, r= o, n; n;oic }A. GAL: EIFIM rRBP9 SdRERPI IOsRI- IA,-E, EI }F EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTING$ FROM SOURCE TO IN -PLACE G. SdLRIIdR�S9IL3 INSTALLING ANY PLANT MATERIAL• INSPECTION OF PLANT MATERIALS: REQUIRED BY CITY, LANDSCAPE ARCHITECT OR REIMBURSE THE OWNER THE COST OF SAID IR-WN FROM CCDpnll2 gUEPWAT€ IYND MiX €B SL�FTnEs ZI1VE G COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY 3, UPON THE COMPLETION OF FINISH GRADING AND MOW PLANT MATERIALS SCREff REPLACEMENT IF A REPLACEMENT CANNOT BE OBTAINED. THE LANDSCAPE AND- MANGANES€ A'O€ €`!PRESS €SAS NF-TAI-1-12- A; Ill iw Twd : R _ OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE CURBS LAYOUT IN THE FIELD, BUT PRIOR TO MOW CURB QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR ARCHITECT SHALL BE THE SOLE JUDGE OF THE EF=?gNTAL FBRP• CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL INSTALLATION PLANTS AT SITE, CONDITION OF THE ,PLANT, &GREEN- AMALYSISF Gi RETAINED) ARo ' "Tr . R�..INr, c: a FATr- - Tonni SHALL RE EX[2RLS2FD AS METAL LTG - G. 4• APPROVAL OF ALL PLANT MATERIAL QUALITY, D. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE X i cc r • 1 MESI -I - 12 ;41 3 MES1d - 21,2 "a29 04€Skd - -' n,^1. SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE 5. LAYOUT OF PLANT MATERIAL• INVOICE OF MATERIALS LATKIT{�{11M PROTECTED AT ALL TIMES FROM DAMAGE BY MEN AND 7448 A, 6, PRE - MAINTENANCE OBSERVATION; WHEN PLANTING AND SSRz EQUIPMENT, ALL DAMAGE BY THE CONTRACTOR TO EXISTING CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PLANTS SHALL BE REPAIRED AT HIS EXPENSE BY PERSONNEL w�� 5dRd3 --r Az SHALL BE WI TRWAY BANDINI BR KE669GG. lF H9T- SHALL MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE CALLED OUT ON DRAWINGS, 24' BOX AND LARGER SHALL APPROVED BY THE LANDSCAPE ARCHITECT. , AVAILABLE- 9144.66 BE €9dA6 TB BE DELIVERED TO THE PROJECT SITE FOR APPROVAL AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING E. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIAL REJECTION AND SUBSTITUTION: ALL PLANTS NOT CONFORMING OF THE MAINTENANCE PERIOD• THIS IS NOT A FINAL "a R6DWABLE FERTILIZER WITH 1% MITRBPF "ate; - 9% AND /OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, 9rI=E BE TTE*IT-EY EBMPRRESSEB eHlP -TYPE- :ncoi:noneic o�MTTnvrn€ ANId IB °S P9TA22I<4M Sd6FAT €. NB ;oai i ;o r.coo i cm i xo+.xa M OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED e' lE:BRfBE fF5 TB BE HSEB. BREANIE NITRBSEN OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF Sl TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIPLINE (THE REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH THE NURSERY AND /OR AT ITS PLACE OF GROWTH. ADDITIONAL QUANTITIES OF THESE K,',TERIALS TO FULFILL THE CONTRACT DOCUMENTS FOR THIS PROJECT, ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL OUTSIDE EDGE OF FOLIAGE OVERHAND) OF ANY TREE OR SHRUB PLANT F-99DI SULFA�� ,NB - EBTTBP EEf3 MEAE. MEET ALL APPLICAB' -.E INSPECTIONS REQUIRED BY LAW, ALL 7• FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED OR WITHIN 6? OF THE TRUNK OF A VINE• SHOULD ANY SUCH PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER MAINTENANCE PERIOD, THIS OBSERVATION SHALL ESTABLISH THE SITE PRE - MAINTENANCE SITE OBSERVATION, THE LANDSCAPE POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL 1IFFIR85EN 28.8% MiN. BEGINNING DATE FOR THE GUARANTEE PERIOD• I B.2i�AVAI6AvLE- RE�R� "rrm^i7�bdEI51 IT 9F- P6AM; ��-�- REMOVE SAID SOIL AS DIRECTED BY THE LANDSCAPE ARCHITECT PH9SP�19RSC ACLD 1A OX Mital °SIT E. ACCEPTANCE1 UPON COMPLETION OF THE FINAL OBSERVATION AND WATER MUST BE FREE OF IMPURITIES, EXCESS CHLORINE AND AND REPLACE IT WITH ACCEPTABLE SOIL AT NO EXPENSE TO PBT- 5,9X MiN. REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT THE OWNER. SHALL BE AGRiF- 91RH 9R GRB P9WER. IF NSTAVAl6A WRITING (1) WHETHER THE WORK IS ACCEPTABLE AND (2) OF ANY F, EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS: - SI IA66 BE E8dA6 :PP THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE - -AVAlE REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE, RIGHT TO CHANGES; THE LANDSCAPE ARCHITECT WITH THE CITY WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO MINIMUM REQUIREMENTS SPECIFIED. �1f 1.09 SUSPENSION OF WORK C, EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A• THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO THE OWNER THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING 6= BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK, A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL ANY NECESSITY TO SUSPEND THE WORK WHOLLY, OR IN PART, �PdBR69Pd�� ^A.N{jfl-rrERTz�r�ZE,^cS, rREE rL9WTN5, EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE ALONG WITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL FOR SUCH PERIOD OR PERIODS AS HE MAY DEEM NECESSARY DUE BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) UNDER ROOTS 2' AND LARGER IN DIAMETER. CUTTING OF AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL rnnTAZN TH€ FBL69\✓IAI6 MINIMUM Aa/ °TLARL� TO UNSUITABLE WEATHER, OR SUCH OTHER CONDITIONS AS ARE ROOTS 2' AND LARGER SHALL BE ONLY ON THE APPROVAL OF SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND IN THE SIZE AND /OR VARIETY OF ANY PLANT TO BE CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE OF OWNER ?S REPRESENTATIVE AND SUBMITTED TO THE SOIL THE LANDSCAPE ARCHITECT• PAINT CUT ROOTS WITHIN 24 SOIL AMENDMENTS AT THE FOLLOWING MIXTURES; RESULT ON THE SURFACE OF THE GROUND, MATERIALS WHICH THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE NITR86F4l 94BX MIN, HOURS OF INITIAL DAMAGE WITH APPROVED PRUNING PAINT• THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR WHEN THIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION SOIL AMENDMENT 112 C.Y. OF n:ITP95EPl @'544 WAT €R SB61-114L€ TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. 1.13 ADJACENT TO TREE SHADED WITH MOIST BURLAP OR CANVAS. STOCK STOCK PILED SITE SOIL 1/2 C.Y. C.Y. B. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN PART 2 - PRODUCTS 5 IRS R�CU /Y� 9F MIX G42SUMfd INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL 2.01 QUALITY s6j ( BIG` S- faER.EllZYD BF REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE IR9N MATERIALS IN SUCH A MANNER THAT THEY WILL NOT BECOME AN A• ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST TPBPI6FAT€ fflle 015% OBSTRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHALL B. GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN 1-6aS P €R.rSkL Yii BF I'll A, TAKE EVERY PRECAUTION TO PREVENT DAMAGE OR DETERIORATION OF TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED M THE WORK PERFORMED. THE CONTRACTOR SHALL COVER ALL OPEN STAKING MATERIAL AND /OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE �Rr TT} }g - }g) 9 L:BS, PER,'EH, =YD, 9F TREE GUY WIRES SHALL BE OF PLIABLE, ZINC - COATED STEEL EXCAVATIONS AND SHALL PROVIDE SUITABLE DRAINAGE BY OPENING SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE P43j DITCHES, PLANTING PITS, ETC., AND ERECT TEMPORARY STRUCTURES MANUFACTURERIS GUARANTEED ANALYSIS. 2.06PLANT MATERIALS (Q WHERE NECESSARY. 2.02 SOIL AMENDMENT AND FERTILIZER A. NOMENCLATURE: SCIENTIFIC AND COMMON NAMES OF PLANTS C. GRADING, SOIL PREPARATION, AND PLANTING WORK SHALL BE A. SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK HEREIN SPECIFIED SHALL CONFORM WITH THE APPROVED NAMES PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL AND d- OF PINE, REDWOOD, WHITE FIR AND RED FIR, OR CEDAR GIVEN IN 'A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF O OPTIMUM RESULTS MAY BE OBTAINED• IF THE MOISTURE SHAVINGS, AMENDMENT UPON ANALYSIS CONTAIN AT LEAST CALIFORNIA,' PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT WORKING 0,5% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH COLLEGE OF AGRICULTURE, MANUAL 32 (1963), SEE LIST OF IT WOULD DESTROY THE SOIL STRUCTURE, SPREADING, GRADING CONTENT NOT TO EXCEED 10%, A COMMERCIAL GRADE PRODUCT PLANT MATERIAL ON DRAWINGS. AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE SHALL BE USED. MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED B. LABELING, EACH GROUP OF PLANT MATERIALS DELIVERED ON DESIRED RESULTS ARE ATTAINABLE, REPRESENTATIVE WITH A SAMPLE OF THE PROPOSED AMENDMENT SITE SHALL BE CLEARLY LABELED AS TO SPECIES AND 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN VARIETY, HOWEVER, FINAL DETERMINATION OF PLANT SPECIES A. THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE• AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT AND, DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND /OR GUARANTEE WT./CU/YD, = +560# - 820 #, NITROGEN (ORGANIC WHOSE DECISION WILL BE FINAL, ALL PATENTED PLANTS INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF OR AMMONIC) 0.5%. PH (LESS THAN) 6.8. SALINITY (ECO X (CULTIVAR) REQUIRED BY THE PLANT LIST SHALL BE EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, 103 AT 250 C) = 2,5, ASH CONTENT NOT TO EXCEED 10 %. DELIVERED WITH A PROPER PLANT PATENT ATTACHED, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE MADE BY IRON (FE) EXPRESSED AS METALLIC 0.08%. DENSITY - THE LANDSCAPE ARCHITECT TO THE OWNER TO STOP WORK PROGRESS APPROX. 25 LB /CU /FT. ORGANIC MATTER = 85%. A NON- C. QUALITY AND SIZE: ALL PLANTS SHALL BE VIGOROUS, OF UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE IONIC WETTING AGENT SHOULD BE USED. PROPERTIES: NORMAL GROWTH, FREE FROM DISEASES, INSECTS, INSECT LANDSCAPE ARCHITECT. SCREEN ANALYSIS; % RETAINED ON STACKED SCREENS - 1 EGGS, AND /OR EXCEED THE MEASUREMENTS SPECIFIED, B• THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN MESH = 0.2%; 5 MESH = 36.6%; 8 MESH = 25.7%; 12 MESH = D. CONTAINER STOCK; SHALL HAVE GROWN IN CONTAINERS FOR AT ADVANCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND THE 30.7%; 32 MESH = 5,9%; REMAINDER 0.9%. LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER MANNER OF SHIPMENT, AND SHALL FURNISH THEREWITH AN SHALL BE WIL -GRO LIFE, FOREST HUMUS, OR LOAMEX. IF NOT PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH WHEN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF AVAILABLE, SHALL BE EQUAL TO. TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT 1 9 DL °T (/`1 Z21-tv DESCRIPTION: BENCHMARK NO. ENC -18 LOCATION: 2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 800' NORTH OF HORIZONTAL 1 " =30' END OF BUMANN RD RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =30' iul PLANS PREPARED UNDER SUPERVISION OF DATE :06/30/10 LANDSCAPE ARCHITECT R.L.A. NO.: 3058 JAMES P. BENEDETTI EXP. 09/30/10 APPROVALS RECOMMENDED APPR V BY: /IIA AA BY: DATE: 1/27/14 DATE: J. MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE B. -- A6Rl6UHTFJRAl= GBABE GYPSUM SI'ALL BE A (GA S94 1 29�_ SPECIAL APPROVAL, NO TREES WITH DAMAGED ROOTS OR RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE BROKEN BALLS SHALL BE PLANTED. THE REQUIRED INSPECTION AT THE POINT OF DELIVERY, THE - MESII SGREEN. eIIEMIEAL REAGT19N WILD RF=M9'-u -S9Pil ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT E. P, ES, 6YPSHM SB BBSE ^ HEAVY- g{RTH " PRUNING: AT NO TIME SHALL THE PLANT MATERIALS BE PROTECTIDNi ALL PLANTS AT ALL TIMES SHALL BE HANDLED MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT r; nv 2QII c TuogyGH €L €6TRB SH €MiSAL AQTlal rnlyT,oni Ur- MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE r:icT rninrnir_ APP6IEATIBN TS- MAN�ATBIRY, ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE a�T AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING, a ° " : "° CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF BE WILTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND SHAEL: PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE BE THE LANDSCAPE ARCHITECT. }F EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTING$ FROM SOURCE TO IN -PLACE G. SdLRIIdR�S9IL3 N9T AVAILABLE, SHALL BE EQdA6 T9. S,TA=�d3E E6Ei1E "aTAC SFJ6iRN "ar°r- E445 °!.�-F, INSPECTION OF PLANT MATERIALS: REQUIRED BY CITY, LOCATIONS INDICATED ON THE DRAWINGS, G COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY 1,11 PLANT MATERIALS SCREff It OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE A. QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL °BEE; - SHAPE BE E@H , PLANTS AT SITE, BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO 9 IRQN c: a FATr- - Tonni SHALL RE EX[2RLS2FD AS METAL LTG - G. ON -SITE INSPECTION OF PLANT MATERIALS: PLANTS SHALL BE FULFILL INTENT OF DRAWINGS, T1CRiVED FPBM- SL46FAT€ PF_VP EPEEM �CC cnn 1420) SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE 1.12 INVOICE OF MATERIALS LATKIT{�{11M A�Pd �X RETAINED BN A ie PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF A, UPON DELIVERY OF MATERIALS AND /OR COMPLETION OF ALL SOIL MOSH SSRz WORK FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING SPECIMEN TREE SELECTION: INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SHALL PROJECT SITE IMMEDIATELY. CALLED OUT ON DRAWINGS, 24' BOX AND LARGER SHALL SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS BE DELIVERED TO THE PROJECT SITE FOR APPROVAL AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE E. PRE PLANT BR STARTER FERTILlEER SHALL BE n G9MMF=RGlAI= H• REJECTION AND SUBSTITUTION: ALL PLANTS NOT CONFORMING GRADE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL O1 "a R6DWABLE FERTILIZER WITH 1% MITRBPF "ate; - 9% TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE NOT APPROVED. i i FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION, IF ° :ncoi:noneic o�MTTnvrn€ ANId IB °S P9TA22I<4M Sd6FAT €. NB ;oai i ;o r.coo i cm i xo+.xa M CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE PB:FAssfbm e' lE:BRfBE fF5 TB BE HSEB. BREANIE NITRBSEN OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF Sl I''`LL BE FREP68T:TBNSEEB MEAE - ANB-- HREA- PTrvSPI lAT - REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH THE NURSERY AND /OR AT ITS PLACE OF GROWTH. ADDITIONAL QUANTITIES OF THESE K,',TERIALS TO FULFILL THE 2.07 ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MINIMUM REQUIREMENTS SPECIFIED, SULFA�� ,NB - EBTTBP EEf3 MEAE. MEET ALL APPLICAB' -.E INSPECTIONS REQUIRED BY LAW, ALL B. AFTER INSTALLATION PLANT MATERIALS, BUT PRIOR TO THE PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER HYDROSEEDING SITE PRE - MAINTENANCE SITE OBSERVATION, THE LANDSCAPE A. COLOR AND CONDITION AS SPECIFIED HEREIN AND /OR AS ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES P9ESI I B.2i�AVAI6AvLE- RE�R� "rrm^i7�bdEI51 IT 9F- P6AM; ��-�- INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL NiTR9GEN }.9;: MiN. THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR WATER MUST BE FREE OF IMPURITIES, EXCESS CHLORINE AND INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND /OR Pi espi iBRie AeiB i9.0% MiN. REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT POTASH 300% MTM DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REQUIRE SHALL BE WI6 GRO, BANDINI 9R KE6696 6. 1F NOT THE LANDSCAPE ARCHITECT. SUPPLIER AND PERCENTAGE OF THE FOLLOWING + PURE SEED, THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE - -AVAlE E. SIIAEL BE E&HAI= TB. BfREANTE SBIL ENIIANGER I, RIGHT TO CHANGES; THE LANDSCAPE ARCHITECT WITH THE CITY MINIMUM REQUIREMENTS SPECIFIED. �1f sBi ..T'.,, °� „^ .., TBR�- Sfh�t�- SAR�@Pd, RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND /OR C, A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO F. PBST PEANT - ERTILIZEdR (MAINTf"er NeE)• FERTILIZER- SIZES OF PLANT MATERIAL TO BE FURNISHED PROVIDED THAT THEIR ORIGINAL UNOPENED CONTAINERS BEARING THE THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING 6= ssHh4t' R61A `E 19BIPdA�,�_����� THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE ❑F THE CONTRACT FOR SUBMITTAL T❑ A TESTING LABORATORY, AfdB- �PdBR69Pd�� ^A.N{jfl-rrERTz�r�ZE,^cS, rREE rL9WTN5, COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL ALONG WITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) OF SUCH CHARACTER THAT IT WILL DISPERSE INTO A UNIFORM AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, cunti rnnTAZN TH€ FBL69\✓IAI6 MINIMUM Aa/ °TLARL� DAYS BEFORE THE PLANTING OPERATIDN HAS COMMENCED, CHANGES RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE PEREENTAGES BY WEIGHT BF PLANT FBBBi IN THE SIZE AND /OR VARIETY OF ANY PLANT TO BE OWNER ?S REPRESENTATIVE AND SUBMITTED TO THE SOIL FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION IN COST RESULT ON THE SURFACE OF THE GROUND, MATERIALS WHICH LABORATORY FOR COMPARISON TO A CONTROL MIX, COST OF NITR86F4l 94BX MIN, SHALL BE ADJUSTED IN THE CONTRACT COST, THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE ° E. BORNE BY THE CONTRACTOR, (REMAINDER OF n:ITP95EPl @'544 WAT €R SB61-114L€ F. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES 1.25% WATER RqSB[mHB�=F= A BUILT -IN, CONTINUOUS AGITATION AND RECIRCULATION A. IT IS THE INTENT OF THE PROJECT THAT CERTAIN AREAS OF THE PH9SPH9RIC Acid 7n% MiN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE , THE DESIGNED UNIT PROPORTIONS AND A DISCHARGE SYSTEM REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE IR9N 2,9% WHICH WILL APPLY THE SLURRY TO THE AREAS TO BE TREATED LANDSCAPE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN, fflle 015% B. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE IVIAN5ANESF 8,15% A, PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK SHALL TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. 6ALGiulli 2.91X RANGE IN SIZE FROM 1/2 -INCH TO 3/4 -INCH. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT 1 9 DL °T (/`1 Z21-tv DESCRIPTION: BENCHMARK NO. ENC -18 LOCATION: 2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 800' NORTH OF HORIZONTAL 1 " =30' END OF BUMANN RD RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =30' iul PLANS PREPARED UNDER SUPERVISION OF DATE :06/30/10 LANDSCAPE ARCHITECT R.L.A. NO.: 3058 JAMES P. BENEDETTI EXP. 09/30/10 APPROVALS RECOMMENDED APPR V BY: /IIA AA BY: DATE: 1/27/14 DATE: J. ROOT CONDITION: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE, K. PROTECTIDNi ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY• ALL PLANTS DETERMINED BY THE OWNER ?S REPRESENTATIVE TO \ BE WILTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTOR ?S ON -SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE OWNER ?S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT G MATERIALS. L. SHRUB AND TREE SAMPLES; TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS• APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES WILL BE INCORPORATED INTO THE WORK, M. SPECIMEN TREE SELECTION: 1. ONE SAMPLE EACH OF EACH TREE VARIETY AND SIZE, AS CALLED OUT ON DRAWINGS, 24' BOX AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. 2. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. 3. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE, CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TO REVIEW TREES 24' BOX SIZE OR LARGER TAGGED AT THE NURSERY AND /OR AT ITS PLACE OF GROWTH. 2.07 GROUNDCOVER A. GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS, 2.09 HYDROSEEDING A. WATER; GENERAL PRECAUTIONS SHOULD BE OBSERVED WHEN DRAWING WATER FROM SOURCES OTHER THAN MAIN ?S PRESSURE, THE USE OF FILTERS MAY BE REQUIRED WHEN DIRECTED. SUCH WATER MUST BE FREE OF IMPURITIES, EXCESS CHLORINE AND SALTS. B. SEEDS; ALL SEED USED SHOULD BE CLEARLY TAGGED OR LABELED SHOWING TYPE OF SEED, TEST DATE, NAME OF SUPPLIER AND PERCENTAGE OF THE FOLLOWING + PURE SEED, CROP SEED, INERT MATTER, WEED SEED, NOXIOUS WEEDS, AND TOTAL GERMINATION CONTENT. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THEIR ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. C. MULCH; FIBER SHALL BE PRODUCED FORM CELLULOSE SUCH AS WOOD PULP OR SIMILAR ORGANIC MATERIAL AND SHALL BE OF SUCH CHARACTER THAT IT WILL DISPERSE INTO A UNIFORM SLURRY WHEN MIXED WITH WATER, THE FIBER SHALL BE OF SUCH CHARACTER THAT, WHEN USED IN THE APPLIED MIXTURE, AN ABSORPTIVE OR POROUS MAT, BUT NOT A MEMBRANE, WILL RESULT ON THE SURFACE OF THE GROUND, MATERIALS WHICH INHIBIT GERMINATION OR GROWTH SHALL NOT BE PRESENT IN B.FEI THE MIXTURE, FERTILIZER; THE FERTILIZER S;HA� BE IN RE66ET 99R . E. HYDROSEED MIX1 SEE PLANS, F. EQUIPMENT: MIXING SHALL BE PERFORMED IN A TANK WITH A BUILT -IN, CONTINUOUS AGITATION AND RECIRCULATION SYSTEM OF SUFFICIENT OPERATING CAPACITY TO PRODUCE A HOMOGENEOUS SLURRY OF FIBER, FERTILIZER AND WATER IN THE DESIGNED UNIT PROPORTIONS AND A DISCHARGE SYSTEM WHICH WILL APPLY THE SLURRY TO THE AREAS TO BE TREATED AT A CONTINUOUS AND UNIFORM RATE. 2.10 PLANTER MULCH A, PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK SHALL RANGE IN SIZE FROM 1/2 -INCH TO 3/4 -INCH. 2.11 STAKING MATERIAL A. TREE GUY WIRES SHALL BE OF PLIABLE, ZINC - COATED STEEL MINIMUM GAUGE NO. 12 AND ANCHOR TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2 -PLY RFTNFORCED RUBBER 1/4' IN DIAMETER, G'Y WIRES SHALL BE (Q rLAGGED WITH 1/8 -INCH DIAMETER X 4' -0' LENGTH SURGICAL O 07 d- O U Z e Im _ s . 1 1 � CITY OF E=NCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO REVEGETATION PLAN FOR: 3465 BUMANN ROAD 10574 -G HEERS PROPERTY APN 264- 101 -29 _ PLANNING CASE NO: SHEET 7 OF 1 8 W Q Z 0 I- W H ry Q w O- Q D z TUBING, TREE TIES SHALL BE VlT, CINCH -TIE AVAILABLE FROM V.I,T COMPANY, (714) 891 -8338. A. PRE 5EN HE-f? T, I�E�31f °SEE AS BETEF.MINEB BY THE T.14 WE EBeBN , „e A EIZD QQnITnrT HERBICIIE SHAI =113€ AS DET €Rl INFID W4 TWF PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DO NOT START PLANTING WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.02 PREPARATION A. GENERAL: THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDROSEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED TOPSOIL, FERTILIZING SOIL CONDITIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRAWINGS, EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN GOOD WORKING CONDITION, WORK SHALL BE PERFORMED ONL'( DURING PERIODS WHEN BENEFICIAL RESULTS CAN BE OBTAINED. B. CLEARING AND GRUBBING+ PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL WHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL WHICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST, C, OBSTPI.ICTION BELOW GROUND, ALL SUBSURFACE ROCKS OVER 2' IN 1)TAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE RF ";1VED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE, EXPLOSIVES SHALL NOT BE USED FOR REMOVAL WHEN THE LOCATIl7N OF UTILITY LINES IS -;AWN ON PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY, D. DEEP RIPPING; ALL AREAS (EXCLUDING SLOPES GREATER THAN 3:1) TL RECEIVE GROUNDCOVER, SHRUBS, AND HYDROSEEDING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF TWELVE (12) INCHES IN ALL DIRECTIONS. 3,03 SOIL AMENDMENTS: FERTILIZING AND ROTOTILLING A. RATE APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE, ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY, CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS (FROM A QUALIFIED SOILS LAB W/ WRITTEN RECOMMENDATIONS FOR EACH PLANT TYPE) OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. B. AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY `hCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. SOIL AMENDMENT: 6 CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF 8'. . -_ _1111 IZE : ^c ^oi1MEREdA�; -1 19 11^9 SI AL+: __ Al I�_zEB AT TI IE F, ----tttTt' fiHE: C. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TO HE LANDSCAPE ARCHITECT. SLOPES 2:1 AND STEEPER OR AS PER THE DRAWINGS OMIT SOIL CONDITIONER APPLICATION AND TILLING. D. DEEP WATER LEACHING AND SOIL TESTING; DEEP WATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGRONIMIC LABORATORY, THE FOLLOWING PROCESS FOR DEEP WATER LEACHING IS FOR BIDDING PURPOSES ONLY. ITEi1 NUMBEER THREE (3J SHALL BE PERFORMED AS STATED BELOW. 1, AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERIOD, APPLY 1/2' WATER AT EACH APPLICATION, WAIT ONE (1) DAY BETWEEN APPLICATIONS, 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E,C,). r' "INER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERA, L SAMPLES AND DELIVER THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE SALTS. E.C. TEST READING SHALL NOT BE ABOVE 2,0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE3 ?EPEATED UNTIL TEST READINGS ARE NOT ABOVE 2,0 3, IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2,0 F, CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. F ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH AMENDED SOIL AND BROUGHT TO FINISH GRADE, G. APPLY NAIAD WETTING AGENT 4 OZ, PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. REVISIONS 311 LANDSCAPE A RCHIITECTI 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479 -0644 FAX 760/479 -0645 c APPROVED I DATE I REFERENCES 3,04 FINISH GRADING A. FINISH GRADES SHALL BE AS,'INDICATED ON GRADING PLAN. B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN WATERED -IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIDNS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING, C. EASE TOP AND TOE OF ALL EXISTING SLOPES. D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL BEFORE PLANTING OPERATIONS ARE INITIATED, E, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS, F, FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN, H. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE. I, ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH THE FOLLOWING CRITERIA, 1' DIA. IN LAWN AREAS, 2' DIA, IN SHRUB AREA, 2' DIA, IN HYDROSEED AREAS, J, FINISH GRADE SHALL BE 2' BELOW FINISH PAVING SURFACE IN SHRUB AREAS, 3.05 PLANTING INSTALLATION A. TIMING; ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE B. LAYOUT OF TREES, ALL TREES (15' GALLON SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. THE TREES SHALL THEN BE MOVED SO THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED, THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOLES AND POSITIONED IN THE HOLES PER DIRECTIDN OF THE LANDSCAPE ARCHITECT. C. LAYOUT PLANTING: LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND /OR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND UTILITY LINES. D. BACKFILL FOR TREES AND SHRUBS+ SHALL BE AS SPECIFIED IN SECTION 2,03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL. E. DISPOSAL OF EXCESS SOIL AND DEBRIS: ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. 3.06 PLANTING TREES, AND SHRUBS A. SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICULTURALLY ACCEPTABLE, THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TO BE INSUFFICIENT FOR PLANTINGX;THE PLANTING PITS SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN BEFORE STARTING ANY PLANTING OPERATIONS. B, ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS, C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE -USE FOR THE FILLING OF HOLES, PITS AND BEDS. D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS, E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL, F. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT WHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CROWN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS OTHERWISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. G. EANTIiNG TABLETS SHALL BE ^ " ^r^ l -rAGH PI =AN`l6 H9LE -REeB MhENBAT-lBP!S. JILL LIl IV 1 . 1 21 GRAM TABLET PER GAEE9H E9NTATNER. - 9-- 21SRAM TABLETS PERK GALLON GEINTAINER. - -4- -2i GRAM TABLET PER 15 GALLON G9NTAINER, x -'1 GRAM :FABd =ET PER EACH -1 INEI I $9X -SIZE R -AABOM T_ESTIP G T I.I 1I +L LJI I I Lsl xlva 19 VERIFY PLANTING TA$L- c- IN &TAI:=�=ATT ^rrLlr� &WAl I Rc r^ "I111QT ^n nv TWF. QWNd =R'S R €PIS €S €NTATFV€ H. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION, I. ALL PLANTS SHALL BE THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING, K, STAKING: ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE STAKED AS DETAILED. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. M. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES AND SHRUBS WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND /OR SIZES CHARACTERISTIC TO EACH PLANT, PRUNING MAY INCLUDE THINNING, TOPPING, AND /OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4 -INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT, DATE BENCH MARK DESCRIPTION: BENCHMARK NO. ENC -18 LOCATION:2.5" BRASS DISC IN CONC. SLAB FOR F.H.. 800' NORTH OF END OF BUMANN RD RECORD FROM: CITY OF ENCINITAS SCALE HORIZONTAL 1"=30' VERTICAL 1 " =30' 3.07 PLANTING GROUNDCOVER A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2' IN DIAMETER AND DEBRIS. B. IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HORTICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BEFORE PLANTING, C. GROUNDCOVER PLANTS SHALL BE GROWN IN FLATS, VARIETY INDICATED ON THE PLANT LIST. FLAT GROWN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING, THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING OF THE ROOT BALL. D. GROUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS AND EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. E. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT BALL, F. EACH PLANT SHALL BE PLANTED IN A MANNER THAT WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS THAN TWO NODES, EACH GROUNDCOVER PLANT SHALL BE PLANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE. PLANTING AREA SHALL BE HAND - SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE. TO AVOID DRYING OUT GROUNDCOVER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. 3,09 HYDROSEEDING A. INSPECTIDN OF CONDITIONS, BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE OWNER'S REPRESENTATIVE. B. QUALITY OF WORK+ THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE, C. PRE -WEED CONTROL; 1. STRIP SLOPES TO RECEIVE HYDROSEEDING OF ALL VEGETATION, 3. CONTRACTOR SHALL IRRIGATE SLOPES FOR TWO (2) WEEKS OR UNTIL 100% COVERAGE WITH WEEDS HAS BEEN APPROVED BY THE LANDSCAPE ARCHITECT, WATERING MUST BE DONE FOUR (4) TIMES PER DAY FOR NO MORE THAN SIX (6) MINUTES EACH. 4. CONTRACTOR SHALL APPLY A 'CONTACT' WEED KILLER WITH A COLOR DYE ADDITIVE; COVERAGE TO BE APPROVED BY LANDSCAPE ARCHITECT. WEED KILLER SHALL BE A CONTACT TYPE BASED ON CACODYLAC ACID, SIMILAR TO PARAQUAT. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. 5. TWENTY -FOUR (24) HOURS AFTER WEED KILLER APPLICATION, THE CONTRACTOR SHALL WATER FOR ONE (1) MORE WEEK. AT THE COMPLETION OF THE WATERING PERIOD, THE CONTRACTOR SHALL REPEAT STEP 4 AND KILL ALL REMAINING WEEDS. 6. UPON WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT THAT THE WEED CONTROL IS SUCCESSFUL, THE SEED ORDER CAN BE PLACED AND THE REQUIRED TREES CAN BE PLANTED. 7. SLOPES SHALL BE COVERED WITH HYDROSEED / MULCH IMMEDIATELY AFTER GRADING AND WITHIN 30 DAY AFTER COMPL ETION OF GRADING. NO SECOND STRIPPING OF SLOPES IS NECESSARY AND SLOPES SHALL BE SLIGHTLY DAMP PRIOR TO SEEDING, INCLUDED WITHIN THE HYDROSEED MIX A PRE - EMERGENT CONTROL SIMILAR TO DUPONT'S 'TUPERSAN' SHALL BE SPRAYED FOR ADDITIONAL WEED CONTROL. D. SOIL PREPARATION 1. WATER ALL HYDROSEEDED AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRE - SOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES, 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHALL BE Slim RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF THE SOIL SURFACE. 2. ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE SHALL BE TAKEN NOT TO ALLOW THE SOIL SURFACE TO BE SUPER - SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME THE SOIL SURFACE SHALL NOT BE BONE DRY. THERE SHALL BE RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF THE SOIL SURFACE, 3. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR IN THE AGRONOMIC SOILS REPORT, WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A BLOTTER -LIKE MATERIAL, THE SPRAY OPERATION SHALL BE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE SO AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATIL]N AND COVERAGE, SPECIAL DISTRICT 4. PREPARATION OF HYDROSEEDING MIXTURE, THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SECTION 2.11. E. APPLICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. F. TIME LIMIT, THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO (2) HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO (2) HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO (2) HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT (8) HOURS AFTER MIXING, ANY MIXTURE NOT APPLIED AFTER EIGHT (8) HOURS SHALL BE REJECTED AND DISPOSED OF OFF -SITE AT CONTRACTOR'S EXPENSE, G. PROTECTION: SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE, H. HYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDROSEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS, I, MAINTENANCE AND IRRIGATION; 1. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IT IS HIS RESPONSIBILITY TO PROVIDE A FULL COVERAGE IRRIGATION SYSTEM, BE IT EITHER AN AUTOMATIC ON- AND -OFF TIMING IRRIGATION SYSTEM, AFTER MOISTURE MULCH HAS BEEN APPLIED, THE MULCH SHALL BE ALLOWED TO SET FOR ONE DAY. THE SLOPES CAN THEN BE IRRIGATED, NUMBER OF GALLONS TO BE APPLIED TO THE SLOPES WILL VARY FROM DAY TO DAY AND SYSTEM TO SYSTEM, DEPENDING ON THE RATE OF GROWTH AND CLIMATIC CONDITIONS ENCOUNTERED. THE SOIL SURFACE MUST BE KEPT MOIST AT ALL TIMES, PARTICULARLY DURING THE SEEDING GERMINATION PERIOD. 2. ANY EROSION OR SLIPPAGE OF THE SOIL WITHIN THE DURATION OF MAINTENANCE CONTRACT CAUSED BY WATERING SHALL BE REPAIRED AS SPECIFIED. 3. ALL SLOPES SHALL BE KEPT FREE OF WEEDS AND DEBRIS DURING THE MAINTENANCE PERIOD, SUCH WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF THE PROPERTY, OF ENE OF THE FEILEE]WIN5 FERTft-_fz!ERS BEPEHBING 9H TIIE SEAS94 J. GUARANTEE AND REPLACEMENT 1. GUARANTEE WILL BE MADE BY THE LANDSCAPE CONTRACTOR THAT A MINIMUM OF 80% COVERAGE WILL BE ATTAINED AT THE END OF A SIX (6) MONTH PERIOD AFTER INSTALLATION. ANY PLANTING FAILURE DURING THIS PERIOD SHALL BE RESEEDED BY THE LANDSCAPE CONTRACTOR. 2. SEEDS USED FOR REPLACEMENT SHALL BE OF THE SAME KIND AND QUANTITY RATIO AS SPECIFIED IN THE SEED FORMULA. THEY SHALL BE FURNISHED, APPLIED AND FERTILIZEDD AS SPECIFIED. 516 Pfttf l IO V A. TREES P13SSTF ERTILIZATIBN SHALL BGGHR A:P 198 BAY d- HBE-ES. FER -k:fFE-R- SHADE -WfE B, Sl 'RUBS PEST °rTfBI! S15" EE 8-16 68 BAYS AFTER PLANTINEi nT THE a TEASP� IIIVL Ill 1 L I I LR 11L1L PE!? EA 811 1 6AI =69N PLANT AND 1 TAB�ESPGON PER 99 -G�_ RI ANIT FF-E TTI TER SUN I BE (14 -7 -'2) \,/TI - r-,Pri f1R APPROVEB L. C -GR ^HNBGB "r nnB LAWN A REAS P9ST FEPTzLIZATIE3H S1 104=L BeeHR 6e BAYS AFTER AfdTIP46 ANB-APPLY r^, TILIZER AT (1,+-7- 3) Wit-GREI OR APPR`EB EaU . D­ AEL P�:ANTEB AREAS L: r^r'` • AfAf) WETTING AGENT, 4 [Jf. PER 1,060 S.F. 45 DAYS AFTER tHE START OF fHE MAINTENANCE PERI9P. 3.11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL; MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, FERTILIZING, PRUNING, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE, ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND WALKS SHALL BE KEPT CLEAR, CLEAN AND WASHED DOWN, B. ESTABLISHMENT PERIOD, TREES, SHRUBS, VINES AND GROUND COVERS - THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL BE PLANS PREPARED UNDER SUPERVISION OF DATE :06/30/10 LANDSCAPE ARCHITECT R.L.A. NO.: 3058 JAMES P. BENEDETTI EXP. 09/30/10 _l�� ;iAY /_l>�� RECOMMENDED ..e• l BY: M• M BY: DATE: 3/2-7L14 DATE: 3 2 a NINETY (90) CALENDAR DAYS, THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C. MAINTENANCE OPERATIONS; PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, PRUNING, MOWING, RESEEDING, ROLLING, RESOEDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROWTH, AND LAWN AREAS SHALL BE KEPT FREE FROM ALL WEEDS. DURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY, ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEALTHY CONDITION THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCE: WHEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT AND THE CITY, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDITIONAL COST TO THE CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE, E. PROTECTION+ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED. WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH - TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR, F. WEEDING AND CULTIVATING; ALL TREE, SHRUB, GROUNDCOVER AND HYDROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM, G, REPLACEMENT+ DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT, NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING, AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT AND THE CITY WILL MAKE AN INSPECTION OF THE WORK TO DETERMINE THE CONDITION OF ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF THE SAME KINDS AND SIZES AS ORIGINALLY SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE OWNER. H. ACCEPTANCE: AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT AND THE CITY, UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE, MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED, w w x w x REQUIRED OBSERVATIONS: 1. PRE - CONSTRUCTION MEETING 2. SOILS ANAYLSIS WITH WRIITEN RECOMMENDATIONS FROM A QUALIFIED AGONMIC SOILS LABROTORY, 3. PRESSURE TEST 125 PSI FOR FOUR HOURS - REDLINE AS -BULTS TO BE FURNISHED FOR ARROVAL. 4, LAYOUT OF TREES, SHRUBS AND GROUND COVER PRIOR TO INSTALLATION, 5, IRRIGATIOON COVERAGE TEST, 6, INSTALLATION OF MOW CURBS. 7, PERCOLATION TEST FOR TREE PLANTING PITTS ONE PER TEN TREES, TO BE DETERMINED BY INSPECTOR. 8. LOCATION OF IRRIGATION CONTROLLES, 9. FINAL OBSERVATION A" :ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT REVEGETATION PLAN FOR: PLANNING CASE NO: 3465 BUMANN ROAD HEERS PROPERTY APN 264- 101 -29 RAWING NO 10574 -G SHEET 8 OF 8 0 kA O I l y V O Q0 u Z m n 7) W Z Ai H- U W H- U G_ Q W O_ a Z