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PARK-ERSM-2 VIGINITY MAP ENCINITAS RANCH SOUTH MESA LOT 12 PARK SITEECT D WATER IRRIGATION s RECLAIME SHEET I NDEX LEUGADIA BLVD PASEO DE LA5 FLORA CITY OF E CALIFORNIA TITLE SHEET I CN DRAWINGS PREPARED FOR: 5 PA5E0 17E LA5 VERDES CORNERSTONE COMMUNITIES LANDSCAPE CONSTRUCTION 2 -3 CN SAN DIEGO, CALIFORNIA LAND50APE CO N5TRUCTION DETAILS 4 -5 DRAWINGS PREPARED BY: STiRUGTURAL EN61NEER DETAILS 6 -7 IRRIGATION PLAN 8 -q IRRIGATION DETAILS 10 -13 X b IVY LANDSCAPE PLANTING PLAN 14 -15 434 West Cedar Street LANDSCAPE PLANTING DETAILS 16 S u i t e 2 0 0 ENGiNITAS mow San Diego CA 92101 LANDSCAPE SPECIFICATIONS 17- I q 619 / 235 -5360 619 / 235 -5369 Fax ivy2 ® earddink . net Landscape Architecture _ Planning . ABBREV1 ATI ONS /5"rMBOLS GENERAL NOTES <EY MAP REGYGLED WATER STANDARD PLAN NOTES (SAN D I E60 D EB) D At- T OR ROUND VERIFY ALL EXISTi , 5 C.ONDMONS, DiMENSioNS AND ELEVATIONS BEi`ORE PROGE>:DiN6 WITH THE CENTER LINE WORK. NOTIFY LANDSCAPE ARCHITECT /OIMIERS AUTHORIZED REPRESENTATIVE iMMEDIATELY SHOULD 1• ALL V40W SHALL BE DOPE IN AGC.ORDANGE WITH THE OLIVENfAM MUNICIPAL WATER NUMiBER FIELD CONDITIONS VARY FROM THOSE SHIOM ON PLAN. DISTRICTS RULE AND RE6ULATiON5. AEG. A51PHATIC CONCRETE 2. DRINCIN6 WATER FOUNTAINS AND DESI6HATED OUTDOOR EATINS AREAS SHALL BE A/C AIR C.ONDiTiONIN6 DO NOT SCALE DRAWINGS. PROTECTED AGAINST CONTACT WIT# RECYCLED WATER SPRAY, MIST, OR RUNOFF. AJRCH ARGHMTEGTURAL /ARC.HHTEGT RB ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST 3. BEST MAJM PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE B.G. BOTTOM OF CU 55. BOTTOM OF STEP BUILDING GORE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES 60VERNIN6 THE Best ExrENT POSVME PONDING, RUN -OFF, OVER -SPRAY AND MaSTiN&. BLDG. BUILDING PLACE OF THE WORK. BUILDING CODE REGAAREMENTS TAKE PRECEDENCE OVER THE DRAWINGS 4. HOSE BIBS ARE STRICTLY PROH15171D G.B. CATCH BASIN AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO G.F. CUBIC FOOT BRIN6 TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETI^EEN THE 5. TIOM BFTVOEEN RECYCLED WATER LINES AND P1O'TA WATER LINES C.M.U. CONCRETE MA5O RY UNIT REGIUIREN11ENTS OF THE CODE AND THE DRAWINGS. ARE STRICTLY PROHIBITED. CONC. GOwA;V Ti: CTR' CENTER R WI EFERENCE TO ANY DETAIL OR DRAWING 15 FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE 6 E95TiMIO OF PIPE MATERIALS WILL BE ALLOfrED WITHOUT PRIOR APPROVAL vM. DOUBLE VIA. DIAMETER APPLICATION OF SUCH DETAIL OR DRAWIP165. OF T SAN DIECA T WATER DISTRICT. 61 ?. ALL MAINLINE PIPES SHALL HAVE NIARNiNS TAPE PER SAN DIEtSITO WATER DN. Dom DOUG. FiR DOU6LA�5 FIR DISCREPANCIES IN THE DRANIN65 OR BETNEEN THE DRAWIN65 AND ACTUAL FIELD CONDITIONS DISTRICTS RULES AND RE6U ATiONS. ~ ,/ /� • DR DOOR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAPHN65 OR INSTRUCTIONS 6. HOURS FOR IM16ATiON WITH RECYCLED WATER ARE FROM IO:OOPM TO 6=OOAM. THE DS DOM SPAY SHALL BE 15 0 PRIOR TO THE CONTINUATION OF THiS WORK. THE CONTRACTOR SHALL A55UNE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED H^WTFR MAY BE MODIFIED OP45 DR'`"NG FULL. RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN BY THE LOCAL Al1THORITY. IRRIGATION DURING PUBL_IG LOSE PERIOD' WITH DISHmECTE3D E TERTIARY RECYCLED WATER SHALL BE BE UNDER THE Wn3ZVI510N OF THE DE D EAST DISCREPANCIES. E..L EXPANSION JOINT USER 5UPER IRR16ATION WITH HATER OF A LESSER GiUALtTY NF THAN DISINFECTED 1 E NS. ENGINEER SAL GONlRAGTOR IS RESPONSIBLE FOR ALL WORK 5HIOV'N ON THESE DRANHN65 AND TERTIARY REGYGLJ� WATER SHALL BE BETVEftN THE HOURS OF 10 =OOWhI Arab 6 =OOAM. L--+ EQ EGIUAL LL 4. BURIAL OF ALL WIRIN6 AND PIPiNS SHALL MEET THE SAN D1E61TO WATER EMIR EwPr,lFNT SPECIFICATIONS UNL. SPECIFICALLY NOTED OTHERWISE. DISTRICTS RULES AND RE6lULATIOPlS. 4 % k F6 FINISH GRADE FS FINISH SURFACE THE CONTRACT DRAWIN65 AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNL 10. NON D USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED >s FT. FOOT OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF GONSTRUGTION. THE GENERAL WATER, HF"V - BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION 6A 6AU6E CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE 50LELY RESPONSIBLE OR OTHER USE. LACK OF PROT N BY DESIGN, GONSTRUGTION PRACTICE OR 6ALV. GALVANIZE D FOR ALL CONSTRUCTION MEANS, METHODS, T'EGHNIGIUE5, 5EQUENGE5 AND PROCEDURES. SYSTEM OPERATION, 15 STRICTL Y PR OHIBITED. Ti37. H.B. HOSE 50 11. IRRIGATION HEADS SHALL 19E RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE H10RiZ. HORIZONTAL OBSERVATIONS VISITS TO THE SITE BY FIELD REPR ESENTATIVES OF THE ARGHITEGT AND HIS OVER- 5PRp�YIN6 ON SIDEWALKS, STREETS, AND NON- DE516NATED AREAS, HT. H- T. H HORIZONTAL EN61 EERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE Z Z H MAXIMUM CONSTRUCTION PROGEDURE5 REQUIRED FOR SAME, WHICH ARE THE 50LE RESPONSIBILITY OF THE 12. RECYC UIGIC W WATER O COUPLING VALVES SHALL BE OF A TYPE DE516NED FOR USE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ON RECYCLED WATER DISTRIBUTION SYSTEMS PER SAN DIE61TO WATER DISTRICTS NMH N HOLE E ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED RULES AND RE60_ATIONS. MIN. MINIMUM INSPECTION SERVICES WHflGH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED 0. ON RECYCLED WATER SYSTEMS, ALL APPUR7FNAWZS (SPRINKLER HEADS, VALVE M15G. MISGELLA>'EOU5 BY THE ARCHITECT AND HiS EN6INEER5, WHETHER OF MATERIAL OR WORK, AND H- TETHER BO)(ES, ECT) SHALL BE DOLOR - CODED PURL.E PER AWWA 6UIDE.INES AND SECTION N NORTH PERFORMED TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED 50LELY 11 6815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. NCN NO COMMON NAME FOR THE PURPOSE OF ASSiS71N6 IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH NIG NOT IN CONTRACT CONTRACT DRAhMN65 AND SPECIFICATIONS SLIT THEY DO NOT 6 JARANTEE 6ENERAL 14. ALL IRRIGATION PIPES SHALL E STENCILED WITH THE WARNING, 'NON APEA A ID OR NO. NUP�iBER RECYCLED WATEIr;,'GOLOR -GORED (PURPLE) AND LAD H�TH WARNING TAPE AND o. NOT TO SCALE CONTRACTORS PERFORMANCE AND SHALL NOT BE GON5TRUED AS SUPERVISION OF 5TENCILIN& ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIE61T0 N oz. ON C. O SCALE WATER DISTRICTS RULES AND RE60LATIONS. P.L. PROPERTY LINE 15. ON NEW SiTE SYSTEMS (POST-METB�, POTABLE WATER, CONSTANT PRESSURE P.A. PLANTER AREA A PROTECTION FENCE SHALL BE CONSTRUCTED R CTED AND MAINTAINED DING CONSTRUCTION RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF 4 FEET APART RAD. RADIUS 00NFORMIN6 TO THE REGIVIREMEN75 OF THE BUILDING CODE. LINE5 SHOULD BE PLACED A MINIMUM OF 4 FEET APART OR AS DIRECTED BY THE REV. REVISION PROJECT ENGINEER AMID /OR REGULATORY A6ENGY, MEASUREMENTS SHALL BE Ryp 400D BETPEMN tENGING SURFACES, NOT PIPE: GENTERLINES. PRO J E G T DATA 5 SOUTH MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE 16. C0MTAW PRESSURE RECYCLED iNATER LINES SHALL CROSS AT LEAST 12' BELOW SKT. SHEET REWLATIONIS POTABLE WATER LINES, AND MAINTAIN AT LEAST TWELVE INCHES GR0551N6 DEC L A R A T I ON OF ARCH I T E CT OF W O R K SPEC. SPECIFICATION SEPARATION BETNE1rN OTHER UTILITIES. 5F SGtUAtZE FOOT 50. SWAM GENERAL GON7RAGTOR WARRANTS TO THE OWNER AND THE ARGHITEGT THAT ALL MATERIALS IT. E C,ON�TANT PRESSURE RECYCLED WATER LIRE MUST 9E INSTALLED ADONE A I hearby declare that th at I am l icensed architect of work for Oft project, STD. STANDARD AND EG'UIPMENT FURNISHED WILL 13E NEW UNLESS SS OTHERWISE SPECIFIED AND THAT ALL WORK WILL PORTABLE HATER LINE OR LESS THAN 12• BELCH A POTA11LE WATER LINE, THiEN THE ONER : CYCLED WATER LINE SHALL BE INSTALLED WiTHiN AN APPROVED PROTECTIVE SLEEVE Y that I have exercised responsible charge of over the design of the project TAG. TOP OF CAM BE OF GOOD QUALITY, ALITY, FREE FROM FAULTS AND DEFECTS RE as defined In section 6103 of the business and professional Corte, and T.O. TOP OF GRATE AS PER THE SAN VIE61TO HATER DISTRICTS RULES AND RE6ULATIONS. TS. TOP OF STEW THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CDORDINATIN6 HiS WORK AND /OR CORNERSTONE COMMUNITIES that the design is consistent with current standards. T.K TOP OF WALL E[ �pMENT SUPPLIED BY THE OV`1 ER. IC. DEVEI- 6 E TEST AS DIRECTED R SHALL THE SAN T A TION TEST AND TYP TYPICAL THE SAN TEST AS DIRECTED THE SA ID RONPI WATER D15TRICT AND/OR 4365 EXECUTIVE DRIVE, STE 600 understand that the check of dr and spec ifications the VERT VERTICAL . THE SAN DIEGO REC D TER. of ETIVIRON NTAL WEALTH PRIOR I SAN DIEGO, GA 82121 Gi of Encinitas, the San Db lto o ect Water District and t of Sea D W WEST PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN AGGORDANGE WITH G.A.G. TITLE 24 TO ANY USE OF REGYGLfD WATER. ty 9U GOV�Nty Diego AND As REQUIRED BY THE UNIFORM BUILDING CODE 1485 EDITION. PHONE: (858) 45b - 9700 Department of Environmental Health is confined to revleW only and does W/ WITH 14. THE REWIRED TION INSPECTION SHALL DE DONE BY EITHER THE SAN DIECATO HATER DISTRICT ANDIM THE 5M DIEM COUNTY DEPARTMENT FAX: ( 858) 452 - 3600 not relieve me, as the landscape architect of work, of my responsibilities HEIIS IRON IT SHALL BE THE RESPONSiBILITY OF THE 6ENERAL CONTRACTOR TO LOCATE ALL EXISTIN6 UTILITIES of ENVIRONMENTAL HEALTH. COPIES OF THE INSPE CTION REPORTS WILL 13E FROWARDED CONTACT: JACK ROBSON for the project design. SL SCORE LIFE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMA6E. THE 6ENERAL TO THE NON-INSPEGTIN6 PARTY. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE Firm Name and Address: EXECUTION OF THIS WORK. 20. THE DESIGN AND LO C A TIO N S UON H PLANS. FOR RECYCLED WATER 'DO NOT DRINK* 54&45 AL16 0 -1ENT TYP. EXE SHALL BE CALLED OUT ON THE E°LANS. \ / I /� *' IVY- Landscape ArGhlteGtS- it'1G. 3 PAVING, MASONRY AND CONCRETE TORS ARE TO COORDINATE WiTH THE 21. P'll19 RECYCLED WATER BECOMES AVAILABLE, AN OWSITE L5M 51UPE R%,A50R SHALL BE G I Y I L ENC7 I `LEER: 434 Cedar Street, Ste. 200 © REVISION INDZATION ELECTRICIAN, DRAiNLINE 5UBGONTRAGTOR AND IRRIGATION TOR FOR SLEEVIN6, DESIGNATED IN WRITING. THE INDIVIDUAL SHALL A FAMILAR WITH PUJMBINS 5Y5TESYSTEM WITHIN San Di 42104 THE PROPERTY, NTH THE BASIC CONCEPTS OF TION PROTECTION, 55 4 O INC. (614) 235 -5366 0 � O DETAIL R>� PIPING AND/OR PIPI AND /OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSGAPE ELEMENTS. THE RECYCLED PURVEYORS RULES AND REGULATIONS AND THE SPECIFIC W RE IRLMENTS COMM OF A RECYCAM HATER SYSTEM. OF THE DESIGNATION VMTH CONTACT PHONE 3615 KEARNY VILLA ROAD, 501 TE 2 O I PLATNTING GALL OUT (ON PLANTING PLAN ONLY) VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCIN 6 W NU ORK. MBERS SHALL BE PROVIDED TO THE SAN D9E61 HATER DISTRICT AND /OR THE SAN DIEGO SAN DIE60, GA,g2123 °°t°` L • •� NN-11BER COUNTY DEPARTMENT OF ENViRON-ENTAJ_ HEALTH. � PHONE: (858) 560 -1141 IN THE CASE OF DISCREPANCIES IN THE DRAW1H65, SPECIFICATIONS TAKE PRECEDENCE OVER gsra Harold E. ty . ane , Jr. Aft SEGTION/ELIEVATION INDICATION DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. Registration 21 DETAIL NUMBER IN CASE OF H�tER6ENGY CONTACT JACK ROBEiON AT (856) 45C -4'700 FAX: (858) 560"81 S , e Bp -03 y L � � SHEET NAt-V PHONE NUMBER CONTACT: RANDY SAFINO a FINISH 5GHEDUI E INDICATION SUBSTITUTIONS MUST 13E APPROVED IN WRITIN6 BY THE OP4NER. ''� © OR AFTER HOURS CONTACT JACK ROB5014 AT (614) 514-5105 VALVE CALL OUT (ON IRR16ATION PLAN ONLY) THE 6ENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT INANE PHONE NUMBER L NATU � VALVE NUMBER DRAHIN65 AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCAN11ENTS 22. A.L. PUBLIC AND PRIVATE POTABLE WATER MAINS INCL DRO FIRE MAINS AND ANY WATER LANDSCAPE ARGH I TEGT: &ALLONS PER MINUTE NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. HELLS AND WATER COUR WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOI"N ON VALVE SIZE .r THE PLAN5 IVY LANDSCAPE ARCHITECTS, INC. ar4r� a,fdl�' ALL LOCAL, MUNICIPAL, COUNTY AND STATE RE6ULAT10N5 GOVERNING OR RELATING TO ANY PORTION OF WORK ARE HEREBY INCORPORATED INTO THE PROJECT PLANS AND SPEGIFIGATIONS TO BE CARRIED OUT 23. GALL ouT oN THE PLANS IF THEM ARE oR ARE PLOT DRMCM6 FOUNTAINS AND /oR D£516Pa�RT® 434 WEST CEDAR ST. GTE. 200 ew BY THE CONTRACTOR. OUTDOOR EATING AREAS ON THIS SITE. SAN DIE60, GA 82101 PROJECT PLANS CONFORM WITH CHAPTER 23.26 OF THE MUNICIPAL CODE. 24. E37UCWt ALL MAINTENANCE PERSONNEL ON A CONTINUOUS 5"S OF THE PRESENCE OF PHONE: ((71q) 235 - 5360 ENCINITAS FIRE PROTECTION DISTRICT - REGYGL ED WATER. PERSONNEL MUST BE INFORMiED THAT RECYCLED V44TM 15 MEANT FOR FAX (61 235 -536cl IRR16ATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRtWM PURPOSES, HAND WASW46, CLEANING OF TOOLS, ETC,. GIVEN THE H15H TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE CONTACT: HAROLD MESTYANEK aVl7��JL , � INDUSTR`r IT 15 IMPORTANT THiS MPORMATION BE DISSEMINATiElD ON AN ALMOST DAILY BASIS. I. - o+ 25. A PHYSICAL SEPARATION SHALL BE PROVIDED EWTHE" ADJA AW AREAS IRRI6ATED KTH QATE: 1 4A -r- M('YC.LED HATER AND POTABLE HATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHao05. COMMUNITY DEVELOPMENT COMMUNITY SERVICES r L. r �cu$ APPROVED BY: TE. APPROVED BY: DATE: a n' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN er CHECKED BY APPROVALS CITY OF ENCINITAS ENGIN G DEPARTMENT DRAWING NO. SAN DIEGO DEPARTMENT OF DESCRIPTION TOP OF BRASS DISK • PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED ENVIRONMENTAL HEALTH IN WELL MONUMENT. HORI ZONTAL BY: O LOCATION: STN, 4 +24 EL CAMINO REAL DATE: Z ; _ ENC IN ITAS RANCH LOT 12 7297 -1 RECORDED FROM: S.D. CO. VERTICAL 121E 3�0 L R.L.A. NO. 2145 RTi BY: BY: CONTROL PAGE 105 vEcAL_ DATE: DATE: leis /eZ DATE: _ i 1/_7e /o 2 ELEVATION: 120.20 DATUM M.S .L. 5'IGNWURE EXPIRES 2 YEARS FROM L14 EM 6 -30 -03 � WORK PROJECT N0. T. M. NO. SHEET 1 OF 19 ti APPROVED 8Y: DATE: _ GONSTRUGT I ON LEGEND - I. EXISTING 6 FT. WIDE GRANITE PATH. sf DE Z 4 S _ ADJACENT TO LIMIT OF WORK - PROTECT IN PLACE. 2. EXISTIN6 FENGE(5) TO REMAIN - PROTECT IN PLACE 3. EXI5TIN6 6 FT. WIDE DECOMPOSED 6RANITE PATH D - PROTECT IN PLACE. 4. EXISTING 12 FT. WIDE DECOMPOSED GRANITE PATH /RR /GA T /ON CONTROLLER H PROTECT IN PLACE. T A � /O� � n��O 5. NX15� I 4 FT, Ht6H GRAIN LINK FENCE - PROTECT 6. EXI5TIN6 4 FT. H16H CHAIN LINK 6ATE5 PROTECT IN '7. X 5TING 6 FT. H16H CHAIN LINK FENCE - PROTECT IN PLACE. ' 8. CONSTRUCT b IN. WIDTH X b IN. HE16HT CONCRETE MOW 15 ; STRIP. OMAHA TAN WITH MEDIUM BROOM FINISH \ CONTINUOUS REBAR CENTER IN MOW STRIP: CONSTRUCT ' TOOLED 5GORE LINE EVERY 10 FT. ON CENTER - MAXIMUM � (� A _ .. 5PAG I N6 5EE DETAIL A, SHEET 4 V r 0 9. EXI5TIN6 UTILITY ACCESS WALK - PROTECT IN PLACE. D ! 10. EX15TIN67 CONCRETE CONTROLLER PAD - PROTECT IN PLACE. 11. FURNISH AND INSTALL TRASH RECEPTACLE W/ PAD ' PER MANUFACTURER S PER DETAIL B t G, SHEET 4. MANUFACTURER: SAN DIE60 PRECAST CONCRETE, MODEL - -7 \ TR2156 -BW hV LID MODEL *TRL2 , SGOFIELD COLOR- 'SOMBRERO HUFF . (blq) 44 0 /RRfGA T /ON PUMP 2 1 2. FURNISH AND INSTALL b' PARK BENCH PER MANUFACTURER SPECIFICATION 'CONTOUR SERIES' MODEL 111640 -6 WITH BLACK HA ILS BY LAND5GAO� STRUCTURES. STA TfON 12 85 \' CONTACT: COAST RECREATION (q4q) 553 -6065 FINAL LOCAT /ON SHALL BE FIELD VERIFIED - � 13. CONSTRUCT PICNIC SHELTER PER DETAIL A SHEET 5. O 117H THELANDSCAPEARCH/TECT PR /OR ~ - - TO BEG /NN/NGANY WORK _ ` � � � , 14 FURNISH AND INSTALL ROUND PICNIC TABLE MODEL 0 106AG, M COLOR, SAND, BY OUTDOOR CREATIONS, (530)331 - 6"174. _ d \ INSTALL PER MANUFACTURER SPECIFICATIONS. l l 15. FURNISH AND INSTALL IRRIGATION PUMP, REFER TO DETAIL ON SHEET 15 V , 16. GON5TRUGT D.G. PAD AT BENCH AREA PER DETAIL D SHEET 4 O , Il. CONSTRUCT CONCRETE PAVING PER DETAIL B SHEET 4 DOLOR SHALL BE OMAHA TAN, MEDIUM BROOM FINISH. GENERAL NOTES ks) 5 A. LIMIT OF WORK. z 5 rr�^^ B. RIGHT OF WAY - SEE CIVIL Eli. PLANS ' V, G. EXI5TIN6 TREES SHALL BE PROTECTED IN PLACE DURIN6 O CGRADIN6 AND TRAIL / PATH CONSTRUCT. CUTTING AND ? BURYING OF TREE ROOTS IS PROHIBITED. PRIOR TO TRAIL/ \ W PATH CONSTRUCTION, THE LANDSCAPE ARCHITECT AND ' t j AN AUTHORIZED REPRESENTATIVE OF THE CITY OF �_ Z ENCINITAS, COMMUNITY 5ERVICE-5 DEPARTMENT MUST ' APPROVE TRAIL / PATH LAYOUT. D. IRRI6ATION EQUIPMENT PER IRRIGATION PLAN. FOR 50REENIN6 REFER TO DETAIL E SHEET 21. E. EXI5TIN6 CULVERT / HEADWALL l l �. F. EXISTING b' MINIMUM WIDTH COMPACTED EARTH NATURAL RECREATION PATH. PATH SHALL BE IMPROVED TO COMPLY V 1 Q WITH CITY OF ENCINITAS TRAIL STANDARDS REFER TO CIVIL t ENC PLANS FOR PATH 6RADIENT5 AND HORIZONTAL CONFI6URATION. SEE 6RADIN6 PLANS. REFER TO IRRIGATION PLANS FOR IRRIGATION CONTROLLER SPECIFICATIONS. CONTROLLERS ARE SHOWN ON THIS PLAN ' FOR PLANTING FURP055ES ONLY. FINAL LOCATION OF ALL - CONTROLLERS SHALL BE REVIEWED AND APPROVED BY _ LANDSCAPE ARGHITEGT AND AN AUTHORIZED REPRESENTATIVE OF THE CITY OF ENCINITAS, COMMUNITY SERVICE DEPARTMENT PRIOR TO BEGINNING ANY WORK. 6RONOMIG SOILS TEST LOCATION B CJ t UC. 02 t 2 S TA TfON 12+85 2 sT, (°�� rr0�► `f,� G ENCINITAS FIRE PROTECTION DISTRICT - Imo BY: f V N DATE: W w F- V1 r ►+ C GRAPH IC SCAL£ COMMUNITY DEVELOPMENT COMMUNITY SERVICES �r �AA� /►� iL -0 m 40 20 0 20 40 � �/ A�' V�v+ / .3. O Z Q u �; APPROVED BY: DATE: APPROVED BY: DATE: < N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DE BY DRAWN BY CHECKED gr APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. °9► �M �V SAN DIEGO DEPARTMENT OF DESCRIPTION TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION os= RECOMMENDED APPROVED ENVIRONMENT HEALTH IN WELL MONUMENT. HORIZONTAL BY: LOCATION: STA, 64 +24 EL CAM REAL DATE: Z�z ENC /N /TA S RA NCH L O T 12 7297 -1 RECORDED FROM: S.D. CO. VERTICAL BY: 8Y. CONTROL PAGE 105 VERTICAL DATE: R.L.A. NO. 2145 DATE: f 24 ,bz DATE: / � • oi- APPROVED BY: DATE ELEVATION: 120.20 DATUM: M.S.L. SIGNATURE EXPIRES 2 YEARS FROM QA EXP. 6 -30 -03 �T WORK PROJECT NO. T. M. N0. SHEET 2 OF 19 GON5TRUGTION LEGEND I. EXISTING 6 FT. WIDE VECAOMP05ED 6#ZANITE PATH. ADJACENT TO LIMIT OF WORK PROTECT IN PLACE. 2. EX15TIW7 FENCE(5) TO REMAIN PROTECT IN PLACE 3. EXISTIN6 6 FT. WIDE DECOMPOSED GRANITE PATH PROTECT IN PLACE. 4. EX15TIN6 12 FT. WIDE DECOMPOSED GRANITE PATH PROTECT IN PLACE. N 5. EX15TIN6 4 FT. HI6+f CHAIN LINK FENCE - PROTECT IN PLACE. 6. EX15TIN6 4 FT. H16H CHAIN LINK 6ATE5 PROTECT IN PLACE. 7. EXISTING 6 FT. HI&H CHAIN LINK FENGE PROTECT IN PLACE. 5. CONSTRUCT 6 IN. WIDTH X 6 IN. HE16HT CONCRETE MOH STRIP. OMAHA TAN WITH MEDIUM BROOM FIN15H GONTINUOU5 REBAR CENTER IN MOH STRIP: CONSTRUCT TOOLED 5GORE LINE EVERY 10 FT. ON CENTER - MAXIMUM 9PAGINC -7 SEE DETAIL A, SHEET 4 cf. EXISTING UTILITY ACCESS WALK - PROT IN PLACE. 10. EX15TIN6 CONCRETE CONTROLLER PAD - PROTECT IN PLACE. 11. FURNISH AND INSTALL TRASH RECEPTACLE PV CONCRETE PAD k PER MANUFACTURER SPECIFICATIONS PER DETAIL 5 4 0, SHEET 4. MANUFACTURER: SAN DIE60 PRECAST CONCRETE, !`-ODE 0 TR2'756-13H PV LID MODEL *TRL2 SCOFIELD COLOR: '50MBRERO BUFF'. (61 444-bb 10. t 1, 12. FURNISH AND INSTALL 6' PARK BENCH PER MANUFACTURER SPECIFICATION 'CONTOUR 5ERIE5' MODEL * (11640--C, WITH BLACK HANDRAILS BY LAND56AOE 5TRLJGTL*2E5. CONTACT: COAST RECREATION 0144) 553-6065 J. 13. CONSTRUCT PICNIC SHELTER PER DETAIL A, SHEET 5. r t' O 14. FURNISH AND INSTALL ROUND PIC AG NIC TABLE, MODEL * 106 V COLOR: SAND, BY OUTDOOR CREATIONS, 0530)33 INSTALL PER MANUFACTURER SPECIFICATIONS. 15. FURNISH AND INSTALL IRR16ATION PUMP, REFER TO DETAIL ON SHEET 15 16. CON!5TRLr-,T 0.67. PAD AT BENCH AREA PER DETAIL D SHEET 4 11. CONSTRUCT CONCRETE PAVING PER DETAIL 5 SHEET 4 COLOR SHALL BE OMAHA TAN, MEDIUM BROOM FINISH. • W 6ENERAL NOTES A. LIMIT OF WORK. 13. RIGHT OF HAY - SEE CIVIL EN6. PLANS G. EXISTING TREES SHALL BE PROTECTED IN PLACE DURING C-RADIN6 AND TRAIL / PATH CONSTRUCT. GUTTING AND A PONT OF BEGNMING DMENSM BURYING OF TREE ROOTS IS PROHIBITED. PRIOR TO TRAIL/ 9 CENTER UNE OF EXISTIING D.G. E3 PATH C.ON5TRLk, THE LANDSCAPE ARCHITECT AND TRAL/ WALK AN AUTHORIZED REPRESENTATIVE OF THE CITY OF ENCINITAS, GOMMUNITY SERVICES DEPARTMENT MUST Lu APPROVE TRAIL / PATH LAYOUT. D. IRRIGATION EQUIPMENT PER IRR16ATION PLAN. FOR F 50REENIN6 REFER TO DETAIL E T 21. LAS E. EXISTING CULVERT /HEADWALL < A SACO DZ F. EX15TIN6 b' MINIMUM WIDTH COMPACTED EARTH NATURAL a RECREATION PATH. PATH SHALL BE IMPROVED TO COMPLY WITH CI TY OF ENCINITAS TRAIL STANDARDS REFER TO CIVIL A . . . . . . . . .... S ... . . .......... . .......... . .. . . . . . . . . C EN6. PLANS FOR PATH RADIENT5 AND HORIZONTAL 'ii�� PLANS. GRADING - - - - - - - - - - - - - - - - CONF16URATION. SEE c� 7 REFER TO IRRIGATION PLANS FOR IRR16ATION CONTROLLER /'� / /� SPECIFICATIONS. C ONTROLLERS ARE SHOWN ON THIS PLAN FOR PLANTIN6 PURPOSES ONLY. FINAL LOCATION OF ALL OONTROLLER5 SHALL 13E REVIEWED AND APPROVED BY < LANDSCAPE E3 AND N AUTHORIZED 12 REPRESENTATIVE ARCHITECT OF THE CI A TY OF ENCINITAS, C47MKNITY SERVICE DEPARTMENT PRIOR TO BE61NNIN6 ANY WORK. fj �OACAZONOMIC SOILS TEST LOCATION A t >1 zp §9 /* F ---.r3 ow II K 164 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - -- 46-7 47-7* --J - - - - - - - - - - - - - - - - - - - 7- - - - - - - - - m ED-up-= 10, T RE) A 2 A (DATE IS J. ENCINITAS FIRE PROTECTION DISTRICT BY: N t7 DATE: I GRAPHIC SCA COMMUNITY DEVELOPMENT COMMUNITY SERVICES -6-o 0 Lu Ln 40 20 0 20 40 - /a•4- 4A 0 tom APPROVED UY: 4j PROVED BY: DATE: in 40 r4 : 1 - REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED OY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. o-% 4L SAN DIEGO DEPARTMENT OF DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APPROVED "v n- IN WELL MONUMENT. HORIZONTAL BY: DATE: 7297- RECORDED FROM: S•D. CO. VERTICAL 1 w ENVIRONMENTAL ( H ALTH LOCATION: STA. 64+24 EL CAMINO REAL a ENCINITAS RANCH LOT 12 y - BY: --Nay: - DATE: R.L.A. No. 2145 z CONTROL PAGE 105 VERTICAL DATE: IL114 lel- DATE: 12 /30 Z& - 1 APPROVED BY: DATE; ELEVATION: 12 DATUM: M•S•L. SIGNATURE EXPIRES 2 YEARS F R OM Lm mi EXP. 6-30-03 f WORK PROJECT NO. T. M. NO. [SHEET 3 OF 19 GONSTRUGTION NOTES I. VISIT THE 51TE PRIOR TO 5UBMITTIN6 BIDS. 2. SUBMIT A UNIT COST FOR IMPORT 501L IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF 501L NECESSARY TO REACH THE 5ATI5FAGTORY GROUND LEVEL. 3. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO GOMMENG I N6 WORK. 4. REMOVE ALL DEMOLITION ITEMS FROM THE PROJECT SITE AND DI SPOSE OF IN ACCORDANCE W 1 TH APPL I GABLE CODES AND REGULATIONS. DO NOT BURY RUBBISH OR DEBRIS ON SITE. 5. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, GURB5, WALKS. PLANTING, WALLS, ETC. AT NO ADDITIONAL 005T TO THE OWNER. 6. VERIFY ALL EXISTING CONDITIONS DIMENSIONS AND I 2 O ELEVATIONS BEFORE PROGEEDIN6 WITH THE WORK. NOTIFY > _ LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM TH05E 5HONN ON PLAN. 7. REPORT DISCREPANCIES I N THE DRAW I NG5 OR BETWEEN THE �� DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE - ARCHITECT. GORREGTED DRAWINGS OR INSTRUCTIONS SHALL BE " i- ° o °• ° Oo ° o 155UED PRIOR TO THE CONTINUATION OF TH 15 WORK. ASSUME �o - �- 4 ° I = _ x r � ` f ` ` FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO o o .: oo ° o� ° o ° f . �. f ,,i FAILURE TO REPORT KNOWN DISCREPANCIES. N I 8. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER -I f r --1 IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL ` ' ' RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 5 '`' I q. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING 6 EQ. EQ ft 6 = j' ' CODE AND WITH OTHER CURRENT RULES, REGULATIONS AND 6• ORDINANCES GOVERNING THE PLACE OF THE WORK. BU i LD I NG CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRANING5 4" MIN. TE- �C • PEDESTRIAN SURFACES AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING 5ECTI ON 6' MN. T�•NCI4VESS • VENiC:ILAR SURFACES Lu LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF LEGEM THE ARCHITECT ANY D 15GREPANC I E5 OR CONFLICTS BETWEEN LEGEND: THE REQUIREMENTS OF THE CODE AND THE DRANING5. 1. PLANTING AREA L CONCRETE PAVNG - COLOR BY DAMS 1 OM AHA TAN, P A 10. LOCATIONS OF N.I.G. GON5TRUCTIO E LEMENTS SUCH AS 2. CONCRETE SMOOTH TROWEL FIN15H WrrH MEDIUM BROOM I`Wk z APPROXIMATE.�NOT�F HYDRANTS, HE LAN�.�GAPE ARCHITECT G " RADIUS TOOLED EDGE , ARE 3. I/2D 3 ��" O.C.. EACH WAY, CevTE?ED N SLAB LEGEND IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE 4. TURF 4. COMPACTED SISGRADE PEI2 SOILS ENGI4EE37S REPORT O WITH THE PROPER EXECUTION OF WORK. 5. # 3 REBAR, CONTINUOUS, 24" OVERLAP 5. yr TOOLED RADIUS I. ADJACENT EXISTING D.6. WALK- 5EE PLAN. 11. VERIFY ALL PAVING AND HARD5GAPE CONSTRUCTION 6. COMPACTED 50BGRADE (g5%). NOTES 2 TRA5H RECEPTACLE MANUFACTURER/ MODEL DRAWINGS WITH 501L ENGINEER 5 REPORT WITH REGARD TO 2 7 5 BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY 7. SCORE JOINT ® 10 PER GONSTRUGTION LEGEND. ' -O" O.G. TYPICAL. OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS A. PA TI- #G'IC BASE PREPARATION AND REIhR SH ARE OwN F OR BI PURPOSES ONLY. CONCRETE A5E PER DETAIL B, THIS SHEET. DIFFER FROM DRAWINGS. THE 5011-5 REPORT - : -. VERIFY OU S GOLOR B SHALL BE: OMAHA TAN BY DAV15 RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWING PR S, SOILS REPORT AND COMPLY SHALL TAKE PRECEDENCE. B . OVDID E FNISH SA MPLE PER SPECFICATIONS. COLORS W/ MEDIUM BROOM FINISH. 12. BE RESPONSIBLE FOR COORD INATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF - - - - SLEEVING, PIPING AND /OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. 13. DO NOT SCALE DRAWING5. O 14. SEE CIVIL ENG 1 NEER'5 PLAN FOR PREG 1 SE GRADING AND t l DRAINAGE INFORMATION. PLAN VIEW �J 15. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 16. PROVIDE A 4'X 4' SAMPLE OF EACH PAVING TYPE IN A MOM GURE3 N.T.S. B GONGRETE PAVING N.T.S. B TEAS fi� G�PTAGL� N.T.S. LOCATION SPECIFIED BY OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. 17. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH VARIES SEE PLAN GRADE I" IN TURF AREAS AND 1-1/2" IN GROUND COVER AREAS UNLE55 OTHERWI5E INDICATED. 4 18. DO NO EXCEED 3:1 SLOPE IN TURF AREAS. 4 2 Iq. FOR PROJECT NALK5 DO NOT EXCEED A SLOPE OF 20:1 (5�5 _ 5 GRADIENT) UNLESS OTHERWISE INDICATED. 20. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. 21. FOR RAMPS INTO BUILDINGS DO NOT EXCEED 15:1 OR 6.66%, ; •. :::.:.:;•::: : •s' * ' • - 4� � �y � i UNLE55 OTHERWISE INDICATED. - 22. HOLD FINISH GRADE A MINIMUM OF (9 BELOW FINISH FLOOR UNLESS OTHERWISE NOTED. - 23. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. ` V G 24. CONSTRUCT ALL CONCRETE WITH A MINIMUM GOMPRE551VE 6 STRENGTH OF 2,500 P51 a 28 DAYS. 25. PROVIDE OWNER WITH ALL WARRANTIES, 60ARANTEE5 AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, � I XTURE5, ETC. AS DESCRIBED IN THE SPECIFICATIONS. F RECREATIONAL TRAIL NOTES: 1. BRUSH, ROCKS, DEBRIS AND OTHER 0B5TR JGTIONS SHALL HE REMOVED FROM TRAIL. TRAIL SURFACE SHALL 13E COMPACTED TO A MINIMUM OF 80% SURFACE TYPE SHALL BE NATIVE 5011- OR DECOMPOSED GRANITE L AS APPROVED BY THE CITY. o`S �� UC. 14 2. MAXIMUM GUT SLOPE IS 2:1 MINIMUM FILL 51-OPE 15 2 :1. 3. VERTICAL GRADE OF TRAIL SHALL N6T EXCEED 20515. - EGEND: lY S E) 4. CRO55 SECTION OF TRAIL SHALL NOT BE LE55 THAN ISIS OR &REATER I DECOMPOSED GRANITE, FIRST LIFT, 3/8' DIAMETER MAX THAN 2515. 5. VERTICAL CLEARANCE OF 12' 5HALL BE MAINTAINED AT ALL POINTS COMPACTED TO 85%. (DATE 6. PROVIDE WATER BAR5 PER CITY OF ENCINITAS TRAIL STANDARDS 2. DECOMPOSED GRANITE, SECOND LIFT, 114" DIAMETER MAXIMUM 1. TRAIL MARKER: GARSONITE 6I5-3066 BROWN 66" 3.75". TO BE INSTALLED COMPACTED TO 95 5. PER MANUFACTORE5 SPECIFICATIONS 3. g5% COMPACTED 5056RADE. ENCINITAS FlRE PROTECTION DISTRIC AVAILABLE FROM: GARSONITE INTERNATIONAL GORPERATION 10 BOB CLIFFORD BOULEVARD 4. 2 IN. X 6 IN. PRESSURE TREATED DOUGLAS FIR. BY: P.O. Box a8 5. FIN 15H GRADE. a EARL 9483 WH, 56 24416 -OOgB 6. 1 IN. X 3 IN. X 16 IN PRESSURE TREATED DOUGLAS FIR AT 5 FT. DATE: � c ALL 516N TEXT TO BE PREPARED ON PRE55 5ENSITIVE DECALS USING WHITE REFLECTIVE CENTURY SCHOOLBOOK LETTER STYLE ON BROWN COMMUNITY DEVELOPMENT COMMUNITY SERVICES <� BACKGROUND. NULL OR PROHBITORY DECALS SHALL HAVE UNIVERSAL d $ RED SLASH AND CIRCLE. " '^ D DEGOMPOSED ORANITE PATH N.T.S. o� mow" [ APPROVED BY: DATE: APPROVED BY: DATE: < v W f4 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT ° "ED DRAWN BY CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. y �'" °� >;m c"4 SAN DIEGO DEPARTMENT OF DESCMFMON TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO D 1-4 ENVIRONMENTAL HEALTH IN WELL MONUMENT. HORIZONTAL BY: LA LOCATION: STA. 64 +24 EL CAMINO REAL DATE: ENC /N /T�4 S R,4 NCH -� LOT 12 7297-1 RECORDED FROM: S -D. CO. VERTICAL 191 1 CONTROL PAGE 105 VERTICAL DATE: R.L.A. N0. 2 45 DATE: Dy DATE: IZ _14 M.S.L EXP. 6 -30 -03 /� D � Ax- WORK PROJECT N0. T. M. N0. SHEET 4 OF 19 APPROVED BY: DATE: ELEVATION: 120.20 DATUM: S✓GNr4TUR£ EXPIRES 2 YEARS FROM QA 24 TYP I I' — 11 }- � 5 2 11 2" 6 O HIP BEAM END DETAIL 3 X 6 RAFTER 7 5 3/4" CHAMFER - I 0 0 0 0 ALL EDGES. 0 0 0 0 -- — - -- - -- (� 8 O RAFTER END DETAIL 4 I - a I I T�F W LEGEND I < 1. I. (4) 6 x 6 WOOD POSTS. COLUMNS 4 CONNECTIONS PER I THE STRUCTURAL ENGINEER, SEE SHEET 6. 4 i X 2. SANDSTONE LEDGERS TO BE CORONADO O 'COASTAL BROWN' RUBBLE. Q ly 3. FLAGSTONE POST GAP TO BE CORONADO I 6 BROWNSTONE GHISLED 28 X 28" . FOR GUTS, SEE BELOW. �p Q 4. 4 X 10 WOOD BEAM I �— � _ 5. 4 X IO HIP BEAM (5:12 ROOF PITCH) O 6. 3 X 8 RAFTER 5 7. HIP BEAM END DETAIL 8. RAFTER END DETAIL — I- q. 6" GLR. SPAGING NOTES: — 1 3 # — E ECT I I A. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR I FOHG S L I I I I I I I I FOR APPEARANCE, AND SHALL BE PAINTED/ FINISHED W 1 TH 24" �-- . .... . 2 GOATS FRAZEE 203, DURATEG 11, 'JERIGO BROWN'. 8 6 V! B. ALL EXPOSED METAL MEMBERS SHALL RECEIVE ONE 2 P I GN I G SHELTER GOAT SHOP PRIMER AND 2 GOATS FRAZEE 203, DURATEG 14, ROOF 'JERIGO BROWN'. O 28" X 28" POST GAP Lu 2 1_411 �..... 0 (4) 6 X 6 WOOD POSTS NOTE POST COLUMN PER SHEET 6. REFER TO STRUCTURAL ENGINEERING SHEETS 6 4 7 THE CONTRACTOR SHALL MAKE ALL GUTS TO THE GAP FOR TRELLIS FOOTINGS, CONCRETE COLUMNS, WOOD TO COLUMN AT 45° ANGLES, AND SHALL PLACE GAP AROUND THE 4 WOOD TO WOOD CONNECTIONS. 4 TRELLIS POST. PLAN VIEW OF GAP GUTS ---� A P I GN I G SHELTER NOT TO SGALE �o OA N E (DATE t OF COW a ENCINITAS FIRE PROTECTION DISTRICT - BY. F1 1 fV fV VT at DATE: ,u *a w F— V1•r H G COMMUNITY DEVELOPMENT COMMUNITY SERVICES N �r &.-Cum al UN COLUMN BASE �� - °� o 41 ] APPROVED BY: DATE , APPROVED DATE. z In r Eff REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DiEGUITO WATER DISTRICT DEAD DRA BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. J °� ��NaO SAN DIEGO DEPARTMENT OF DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED ENVIRONMENTA HEALTH IN WELL MONUMEINT. R HORIZONTAL BY: 7297 -1 T + DATE 0z � ENC /N /TA S RANCH -�- LOT 12 '� LOCATION: STA s4 2 EL CAM NO E& r� RECORDED FROM: S.D. CO. VERTICAL 2145 BY: BY: CONTROL PAGE 105 VERTICAL DATE: R.L.A. NO. DATE: 1 DATE: 12-Z S /e 2. - WORK PROJECT NO. T. A. NO. SHEET 5 OF 19 14 APPROVED BY: DATE: ELEVATION: 120.20 DATUM: M.S.L. SIGNATURE EXPYRE.S 2 YEARS FRIOM QA EXP. 6 -30 - r GENERAL NOTES The following notes apply unless otherwise noted on plans. 1. Do not scale drawings. Contractor shah use dimensions on architectural plans to lay out walls, foundations and other elements. If dimensional questions occur the Architect must be consulted. 2. The contractor shaft verify all dimensions and conditions and report any discrepancies to the engineer before proceeding with work. All dimensions on the plans are to be verified with the architect. 3. All construction and materials shaft comply with and be installed in accordance with all the requirements of all legally constituted public authorities having jurisdiction, including all county and local ordinances, and the Safety Orders of the State Industrial Accident Commission, OSHA. 4. The general contractor shaft be responsible for shoring and providing bracing during construction and/or erection to support all loads to which the structure may be subjected. 5. The engineer will not be responsible for and will not have control or charge of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction delineated by these plans. It should be understood that the contractor or his/her agent(s) shall supervise and direct all work and shall be solely and completely responsible for all construction means, methods, techniques, sequences, procedures and conditions on the job site, including safety of all persons and property during the entire period of construction. Periodic observations by Taylor & Syfan Consutting Engineers Incorporated (or "Taylor & Syfan" typ.) personnel or representatives are not intended to include verfication of dimensions or review the adequacy of the contractors safety measures on or near the construction site. 6. Substitutions of specified products (e.g. Simpson Strong Tie) for equivalent products are not recommended. Substitutions shall be considered provided that the contractor follows the following steps prior to any substitutions being made: a) Contractor shall provide Taylor & Syfan with satisfactory evidence of product equivalence. b) If satisfactory, Taylor & Syfan shall revise plans and reprint at the contractors expense. c) Contractor shall resubmit plans to the Building Department for approval. 7. See architectural notes and specifications for additional requirements. 8. No deviations are allowed from the structural details without the written approval of the Engineer. Approval by City (or County) Inspector, Deputyt Inspector, or any other party does not constitute authority to deviate from plans or specifications. All plan changes or addenda are subject to approval of City (or County) Building Department. The processing of changes, assembly of permit documents, and acquisition of permits is the responsibility of the General Contractor. 9. Per City and OSHA, shoring is required for all vertical cuts in excess of 64'. 10. Where inspection Is required, the Special (or "Deputy ") Inspector is to obtain City (or County) Building Department clearance prior to any work commencement. The general contractor is responsible for scheduling, coordination, and expenses involved in any and all inspections. 11. The plans, calculations, and specifications contained herein and provided herewith are the exclusive property of Taylor & Syfan Consulting Engineers Incorporated, Copyright 0 2001. The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited. Title to these plans and specification shall remain with Taylor & Syfan without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. 5TRUGTURAL DESi&N 1PARAMETER5 6EN PARAMETER SOILS VALUE Construction Type Type V Beaming Pressure 1000 psf Number of Stories 2 Lateral Passive 250 pcf Max. Height (abv.grade) 24 ft. EFP (alt -rest) 55 pcf Building Gode 1 A q "I UBG EFP (active) 3 5 pcf Roof DL /LL (psf) 13/16 Friction Coeff. 0.25 Floor DL /LL (psf) 15/40 Soil Classifications Silty Sands Deck DL /LL (psf) 10/60 V41ND DE 5l6 N 13ASi5 SE ISMIC DE SIGN BASIS Basic Mind Speed - 70 mph Seismic Zone 4 Exposure G Near Source Factors 1.3.1.6 Importance Factor 1.00 Importance Factor 1.00 Design mind Pressure 1 01.5 psf Design Base Shear (A50) 0.186Y4 SHEET INDEX 5 -1 5peGlf!cationg 5 -2 Plans t Details STANDARD BPL base plate DBL double EQUIP equipment CSALV galvanized INV invert (ed) MM millimeter PL plate, property line RET retain (Ing) UBG Uniform Building Code S C. I ABBREVIATIONS BRCS bearing DEG degree EQUIV equivalent 6G general contractor J5T joist MOD modify, modified, PLF pounds per linear foot REV revision (s), revised UNO unless noted otherwise ��t1S C. Sy'c BTWN between DEMO demolish, demolition EST estimate (d) 6EN general K kip (1000 pounds) modular PLB6 plumbing 5EC second (s) UTiL utility (les) 5 10 both ways DEP depressed ETC et cetera 61 galvanized from KLF kips per linear foot M5 machine screw PLT plate, plot Sim similar VAR varies, varnish AB anchor bolt GBG California OF Douglas Fir 194 each way 6L glass glazing glazed KSF kips per square foot MTL material (s) PLY (WV) plywood SPEC (5) specification (s) VERT vertical ABV above Building (:;Ode VIA (M) diameter EXCAV excavate 6LULAM glue laminated KSI kips per square inch (N) new PR pair STD (5) standard (s) VIF verify in (the) field 041155 GEM cement VIA& d EX15T existing C-IR gr ade, adin LABG Los A City N north PREFAB refabricated (ion) 5TL steel VOL volume 03 s�-03 A/C air conditioning � 9 9r' gr' 9 9 y p ADOM addendum GIRG circumference DIM dimension (s) EXP expand, expansion 6RBM grade beam Building Code N/A not applicable PRELIM preliminary STR (UCT) structural, structure W west, width, wide, water 4 , r ADJ adjacent, adjustable GJ ceiling joist DIV division, divider EXT exterior GYP gypsum LAM laminate (d), (tion) NAT natural PROJ project SUBFL subfloor W/ with A7� cl V %% � A66R aggregate GLS ceiling OJ deck joist EXTN extension HOR header LB (S) lag bolt (s), pound (s) ME& negative PROP property SURF surface WD wood CALIF ALUM aluminum GLR clear (ante) OL dead load FDN foundation HEX hexagonal L6 large NO number P5F pounds per square foot SUSP suspended WF wide flange ALT alternate GM centimeter (s) ON down FF finished floor HOR 0Z) horizontal LF Ilnear (1) foot NOM nominal PSI pounds per square inch SW shearwall YVH water heater AMC, anchor, anchorage GMU concrete masonry unit DP deep FIN finish (ad) H5 high strength LIN linear, lineal NT5 not to scale PT point SYM symmetry kcal), symbol WIN within DATE: Novembe 8, 2002 APPROX approximate COEFF coefficient OR door FL flange HT height LL live load OG on center (s) PVC polyvinyl chloride SYN synthetic WIN wlmdow PC SUBMITTAL 1 ARCH architect (oral) COL column DI"IL dowel FL6 flashing HVAC Heating/Ventli LT (6) light (Ing) OD outside diameter PWD powder T45 top and bottom W/O without ENCINITAS FIRE PROTECTION DISTRICT ASTM American Society of COM common DW6 drawing FLR(6) floor (Ing) Air Conditioning LTWT lightweight OMIT not part of cony. dots. QTR quarter T46 tongue and groove WP waterproof (Ing) Testing t Materials COMBO combination (E) existing FOG face of concrete iBC international MAS masonry OPN(6) open (Ing) QTY quantity TEMP temporary, tempered WS wood screw AUTO automatic CONG concrete E east FOM face of masonry Building Code MAX maximum OFF opposite R (AV) radius THK thick (mess) WT weight BY: AV6 average CONK connect (Ion) EA each FOP face of panel IBO Installed by others MB machine bolt 055 oriented strand board RD road, roof drain THRU through WWF welded wire fabric BO board GONST construction EJ expansion ,joint FOS face of studs iCBO Intl conference MBR member OT overturning RDWD redwood T05 top of beam 1 welded wire mesh BORM bedroom GONT continuous, continue EL elevation (grade) FOUND foundation of Building Officials MEGH mechanic (al) PAR parallel KEBAR reinforcing bar (s) TOG top of concrete YD yard DATE BEV bevel (ed) CORR corrugated ELAST elastomeric FP fireplace, fireproof ID inside diameter MED medium PGF pounds per cubic foot REG CC) receive (d) T06 top of grade D angie c BLDG buildlng COV cover ELEG electric (al) FR frame (d), (Ing), fire rated IN inch (es) MEMB membrane PEN penetrate (ion) RECT rectangular TOL tolerance • at COMMUNITY DEVELOPMENT COMMUNITY SERVICES BLK(6) block (Ing) GTR center ELEV elevator, elevation FT foot, feet INGL Include (d), (s), (ing) MEZZ mezzanine PERF perforate (d), (tion) REF reference TOP top of plate R delta 51 below GU cubic ENCL enclose (d), (ure) FT& footing INSTL Installation, install MFR manufacture (r) PERIM perimeter KE6 register T05 top of slab +� number / pound BM beam CYO cubic yard EN&R engineer FUT future INSUL Insulate (d), Con) MIN minimum, minute (s) PERP perpendicular REiNF reinforce (d), (Ing), (ment) TOW top of wall / per BOT bottom d penny EQ equal 6A gage, gauge INT interior MISC. miscellaneous PK park, parking REQ (D) require (d). (ment) TYP typical •/- plus or minus APPROVED T Y: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN CHECKED BY Brat Rooks Bret Rooks s Rollins C S en APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. s SAN DIEGO DEPARTMENT OF D ESCRIPTION. TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ROV D ENVIRONMENTAL HEALTH LMON NT. HORIZONTAL Y: L OCATION: cT &1�2� Et ca!!INO READ DATE: t3 -T -2001 7217 1 RECORDED FROM: &D. CO. VERTICAL Rollins C. Syfan BY: ENCINITAS RANCH ~ LOT 12 CONTROL PAGE 105 VERTICAL �_ ATE: R.C.E. NO. 041155 M.s.L- DATE: DATE: 1 ; � 'tD^ 2 W ORK PROJECT NO � APPROVED BY: DATE: LEVATION: 120 DATUM: SIGNATURE EXPIRES 2 YEARS FROM DATE EXP• 03 - - Vy . T. M. NO . SHEE 9 Refbrence: Deta11419-2 TO BE USED THROUGHOUT PEDESTAL & FOOTINGS: 3000 psi concrete 40 ksi rebar 40 ksi ties �i ip Above 4x Beam per Plan rmection per Detail 31S-2 �� Plan 1 1/2" T 518" MB Typical OK to Countersink Oil NA. Ci 3 1/2" Note: Waterproof & Clad per Arch. Roof Pitch is 5:12 x Beam per Plan \ y� I V-6" (verify with Landscape Arch. 6x6 Posts per PI �i 64 Posts Dapped & Connected Solid 400 Blocking Typ. 4 "x4 "x1/4" Angles w/ 5/8" MB (4 Posts per Pilaster, Symmetrical) �. ( 1 n" Log Bo i From Hip into Each Post 4 "x4"x114" Steel Angles }� 3 3 w/ 5" Embed Min. into Posts " S -2 S -2 Predritl 9 Set w/ Glue Finish per Arch. 1/4" Plate toAn" ss & q —_ - -� — — — — — — — — — — — — — — — — — — — — — — — — — — — __ y N = r I HIP &BEAMS TO 4 -POST CORNER 3 Weld 2 Legs Typ. 3/16 q - - - - -- - a r , = 9 1 2 l ,. y S -2 1" Max. Grout Space 010 t I #5 Bars Typ. #3 Ties 6" O.C. r y�r N I �j O 3J8" x 8" Min. Lag Double Ties T&B of Angles Each Rafter to Beam I Predrill 8 Set w/ Glue ��,�' ' : "�� `> (°• I 04 C 10" o.c. Both Ways 4 4 I S -2 1 c_ I o s r o' (� Rafter per Plan �, I M T y � Eaves per Arch Beam per Plan E 00 A y �. � .._�� (rs .�� .3.,��, >�2.; i�;.(`?� �f * .�0#�•�'� ,�'��:; �< v ' j, \Q S Std. 8" Hooks Typ. T -9" Square I ' RAFTER TO BEAM CONNECTION 4 TYPICAL CONCRETE COLUMN 1 1 I .,:y 4 s -2 I I S- ( � - �'tT� �+ -' ' 'P �J_ . i 7t i � t 1�lYi ' �i�'ViW • I 3116" Plate Connector I -- rain -36` i -------------------------- --- -- -------- w/ 5/8" Lags as Shown Predrill 1/2" Lead Holes and set with glue 3 SIDE VIEW 3 1 S- 0% � 1. i A .,� IT 1 1 t f_ 4x Hip per plan 4x Hip per plan P ROF 3x8 Trellis Rafters at 11 1/2" o.c. 1 CIL (9" Clear Spacing) Q OL 4» OF C OQ' _ 4. X DATE: November 8, 2002 PC SUBMITTAL 1 ENCINITAS FIRE PROTECTION DISTRICT 4x Hipper plan 4x Hip per plan a BY: 3/16" Plate Connector 0 & w/ 5/8" Lags as Shown = DATE: Predrill 112" Lead Holes v PLAN yt�y o and Set with glue COMMUNITY DEVELOPMENT COMMUNITY SERVICES _ St � h el �a•s.T -off ( 5 ) ROOF APEX CONNECTION ( 2 ) AP PROVED Y: AT APPRO Y' DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT Bre Rooks Bret Rooks RdiinsC S a APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.� RECOMMENDED APPROVED s SAN DIEGO DEPARTMENT OF D ESCRIPTION. TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF ENVIRONMENTAL HEALTH L HORIZONTAL _ Y: DATE: 8-7 -2001 : 7297 -1 `,� LOCATION: CT L R ECORDED FROM .�_, Rollins C. S 7' R.C.E. NO. an C41155 BY: Y S.D. CO VERTICAL /)A , ENCINITAS RANCH LOT 1 CONTROL PAGE 105 VERTICAL DATE: DATE: DATE: Zw/d -2 � APPROVED BY: DATE: ELEVATION: 12D 20 DATUM. M S.L. SIGNATURE EXPIRES 2 YEARS FROM DATE E(P. 03 -31 -03 WORK PROJECT NO. T.M. NO. SHEET7 OF jj ' - i i.•.- .f -_.. _., .L_- .._.:.._._. .__..-..-.... �._.-. .__7._.,.- _- .1- .._..- 1-- .__,F.. ....l.r.- .l. ►....r ...._f___. .._._.._..._ ... Two Two EXIS TING SHALL BE PROVIDED FOR EACH ISOLOED VALVE, RIND FOR EACH GROUP OF LIP TQ F IVE VALVES' EXTRA WIRE SHALL RUN r - - SER VE AREA 8 CONTINLMS FROM COI�ITROLLER EN,LOSURE TO O LNE OR - - - VALVES -EXTRA M E D VALVE c#ROUP : _ oF ( M ETER fti 1f (PER C /TYPLAN w THE FAwliEST VAL-VE-IN -R!!E-f RO ; CAA Tf3 ..... . BtMUTE$ INTG E10t ALONG- METER 8 WIRES SHALL - _ ;' r "s f •_ 1 3+6o THE WA FROM THE CONTROLLER LEAVING A 24 COIL OF WIRE � S T A TION N Exr IN EACH ?BOX. ALL EXTRA CONTROL A COMM WIRES, AND ONLY EXTRA H G L 410 • R. ON E Y = '� CONTROL WIRES, SHALL BE ORANGE Ill COL o ONLY EXTRA COMMON _WIRE SHALE. BE-- ' WIRE AM ' WfHfTE- WITH. 0' 0 F -Meter Elevation 23 AN ORANGESTRI - . � . •St tic Pressure 78 PSI r s, . Served 3.0 Acre ]� C� ...: :.::: - :r>o r s x•ii +s .r [l I�lax�l r Flow 80 GPM LIMIT OF WORK X/S /NG LE R/C L f r :�J ;f ��1 /r Me . S e r> (P R C /TY NS�1Q628 V f NT 4LL CF) ST 4 \ - . . . = {PER C/ PLANS 287 /) `\\ `' f w i UM 2 - � TA C/TYP NS CD _' (P C/TYP NS A4S287 ry - = ry y k '•, ti . V �. 1 _ 1 r ILL. . f _ , t r , i • r 1 R T CTED IN BE O _ V r T � - ALL EXISTING IRRIGATION O PLACE. REFER TO CITY DRAWING #6287 71 z , 1 f • 1 o LL O • ;i LIC. 116 i coo ENCINITAS FIRE PROTECTION DISTRICT LIMIT OF WORK LIMIT OF WORK BY: W S 1 ,"f N C A. ALL PLANTNG AREAS SHA.L BE CLEARED OF DEBRIS, TRASH AND ROCKS -- PER SATtSFACTpN OF THE CITY. DATE: ., B. CONTRACTOR SHALL PERFORM SELECTNE PRL�NG AND REMOAL OF DaSTM VEGETATION N THIS AREA PER DREC110N OF THE MY. GRAPH IC SCAL£ COMMUNITY DEVELOPMENT COMMUNITY SERVICES dv: 40 20 0 20 40 /i ' 1 ' ' o TE: APPROVED BY: DATE: _ APPROVED BY: J DESIGNED BY DRAWN BY CHECKED B'Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT _ - - REVISIONS AP PROVED RECOMMENDED APPROVED DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER TH DA SUPERVISION OF 7297 —� T : z ENCINITAS RANCH LOT 12 44 SAN DIEGO DEPARTMENT OF IN WELL MONUMENT. HORIZONTAL B E PA ENVIRONMENTA HEALTH LOCATION: sTA. �4 +24 EL (,AMINO REAS By L3 Y: RECORDED FROM: S.D. CO. VERTICAL R.L.A. NO. 2145 CONTROL PAGE 105 VERTICAL DATE: DATE: DATE: ��a 1 WORK PROJECT NO. T. M. NO SHEET 8 OF 19 _A EXP. 6 -30 -03 ELEVATION: 120 20 DATUM: M.S.L. S/GNATIJRE EXP /RES 2 YEARS FROM L14 APPR0 BY: DATE: i • -, .t t - ti i _ ti1 •'S ti• `t • ! 1 i 1 t 1 t i •t `t • r NOTE; ` t r REFER. TO'SHEET 8 FOR ELECTR /CAL PEDESTAL IRRIGATION LEGEND SERI/ /NG .Tip-/ IRR /GA ]�" ON COl1�!�ROLLERAND AND BOOS R PUMP. SYMBOL MA ACTIRFrR /MODE. NO DESCR�TiON PSI GPM RAD N O RAN IWD 1812 - SAM - PRS - IOC - VPC 30 .39 b' CIE RAN BIRO 1812 -SAM -PRS -ION -VPC 30 .79 b' RAN BIRO 1812 -SAM -PRS - 15F -VPC 30 3.7 15' RAN HRO 1812 - SAM - PR .1 S - 15 VPC 30 1.85 w RAN BIRD 1812 - SAM - PRS - 150 - VPC 30 .92 15' ' ;`, t \- _ -_ ..,- .''j' '•; ', ;• `� ` ; " RAN BIRD 606 -SAM -PRS -><iF -VPC 30 3.7 15' t RAN BIRD 1806 - SAM - PRS -15H - VPC 30 L85 15' RAN BIRO 006 - SAM - PPS 150 VPC 30 .92 IV Z RAN BIRD 1806 - SAM - PRS - 1014 VPC 30 .79 KY RAN BIRD 1806 - SAM - PRS - 100 - VPC 30 .39 10 CIE Go NOTES= PCS SCREENS ARE TO BE PLACED N ALL HEADS NOTM AS PE 0URM T7• EM ON TI-E PLANS, SEE ABOVE- W • - ` - _.- -. -:.:: _ _. _ - - .. - .. -- - V - _ _ - : - SHALL HAVE VANDAL PR� {VPC). ON PIaICLY MANTANED AREAS ALL RAN BIRD 1800 S LOCATE • a % _ l� r- •.._ - ,.-,,•'' L . r : - • .- 4j, z s +. v, a s 1 -i "' ,x� } --�= Y y � "�: -� l[�IA /NLI✓E TO BE CONNECTED .......... uj uj :.r. 3 . _y TO EX /STING MA 11W INE Z _ M!T pF wpR _ o A T THIS PO /NT PLANS iW28 J 1 2' • B (FOR EX /STING REFER TO CITY 7 / i , t / 1 Q - - — 9. 7 H18 V T 1/2- —A G - ALL EXISTING, TO BE PROTECTED IN - - - = 8 ! f PLACE. REFER TO CITY DRAWING =6287 -I s V v LIMIT OF WORK �r v v 1 v I r :� F $ , ,;- . ;' 28.11 H17 ;�'� 47 �T 1/2' Yl ' - B - - - - ALL EXISTING IRRIGATION TO BE PROTECTED ' IN PLACE:' r - SEE- -CITY DRAWING i*6287 - II t ^ N L IT 0 OR a m 145 33.3 H16 H14 H15 35.15 " 24.82 1112 �4� Xf NOTE. A. ALL PLANTING AREAS SHALL BE CLEARED OF owls. TRASH AND ROCK CAP MA/NLINEA T THIS PO /N T Pay SATISFACTION OF IW CITY ENCINITAS FIRE PROTEC710N DISTRICT LEA I/E GA TE t/AL i/E BO X MARKED "FUTURE USE ". BY: B. CONTRACTOR SHALL PH2FORM SELECTNE PRI�NC' AND KENDAL OF PROVIDE 30 "LOOP OF SPARE WIRES: EXISTM VEGETATION N 11-C AREA PER DRECTION OF nE CITY 6 CONTROL WIRES AND 1 COMMON WIREA T THIS DATE: " PO /NT /N VA VE BOX. EXTRA WIRES SHALL BE THAN NTROL WIRES. r W q It GRAPH IC SCAL£ COMMUNITY DEVELOPMENT COMMUNITY SERVICES DIFFERENT COLOR OTHE R HA CO dvun 40 20 0 20 40 �. . v ov+ APPROVED BY: DATE: APPROVED BY: DATE: N a N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT D ESI G NED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �; .• v v+ SAN DIEGO DEPARTMENT OF DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED DATE: ENVIRONMENT L HEALTH IN WELL MONUMENT. HORIZONTAL BY ENC /N /TAS RANCH LOT 12 7297 -1 LOCATION: STA 64 +24 EL CAMINO REAL RECORDED FROM: S.D. CO. VERTICAL 2145 BY: Y ' � `� CONTROL PAGE Io5 vEarlcAL DATE: R.L.A. N0. ( - �j DATE: / DATE. 12 o e APPROVED BY: DA ELEVATION 12 0.20 DATUM: M•S•L. ,S/GAMAIRE EXPIRES 2 YE4RS FROM Li4 EXP. 6 -30 - T� ? WORK PROJECT N0. T.M. NO. [ SHEET 9 OF 19 P.D..,E 1F;;:2QlGATl NOTE / GENEQAL IQQIGATION NOTE RECLAIMED WATER NOTES GENERAL IRRIGATION NOTES L ALL ON -SITE IRRIGATION IMPROVEMENTS SHOWN ON T1-ESE PLANS ARE PART 25. FAILURE TO COMPLY WITH THE DISTRICT RILES ADN REGULATIONS L ALL POP -UP SPRINKLER HEADS N SF-RIB OR GROIN -COVER 18. REMOTE CONTROL VALVES SHALL BE INSTALLED N A MANPOLD. OF A RECLAIMED WATB? DISTRIBUTION SYSTEM. NO CONSTRUCTION WILL BE IS A VIOLATION AND COULD RESULT N LION OF SERVICE UNTIL, AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE EACH MANIFOLD IS TO BE ISOLATED BY A BALL VALVE REMOTE ALLOWED UNTIL. ALL APPROVALS HAVE BEEN OBTAINED. THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. SPRINKLER S P ABOVE FINISHED GRADE CONTROL VALVES SHALL BE INSTALLED WITH THE LARGEST VALVE AND GPM FLOW INSTALLED FIRST ON THE MANIFOLD, WITH SMALLER PROVIDE ALL 2 CROSS CONNECTION BETWEEN RECLAIMED WATER LINES AND POTABLE 26. WHEIN RECLAIMED WATER BECOMES AVAILABLE, AN ON -SITE 2 ALL PRESSURE LINES SHALL BE TESTED FOR AND HOURS VALVES AND CAPACITIES TRANSIT M FROM Ti- THE LINE LINES ARE STRICTLY PROHIBITED. IBER/ SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS UNDER HYDROSTATIC PRESSURE OF 150 PSI AND BE PROVEN SIZE OF THE STUB`OFF FEEDING THE MANIFOLD SHALL BE THE SAME I�DIVDUAL SHALL BE FAMILAR WITH PLINBNC' SYSTEMS WITHIN THE WATER TIGHT. CONTRACTOR SHALL_ SIZE AS THE MAN..N`E. WATER 3. USE OF RECLAIMED WATER SHALL. ADHERE TO TITLE 22, DMSION4, CHAPTER EQUIPMENT FOR TEST. 3 OF THE CALIFORNIA ORNIA CODE REGULATION AND THE CURRENT RULES, PROPERTY, WITH THE BASiC CONCEPTS OF BACKFLOW / CROSS 19. REMOTE CONTROL VALVES SHOULD BE SET AND INSTALLED ALL SPR CONNECTION PROTECTION, THE RECLAMED PURVEYOR'S AND 3. INKLER F THE SHALL AREA T O BE SET TO N PL.ANTNG AREAS WHERE POSSIBLE. VALVE BOX SHALL BE REGULATIONS AND SPECIFICATION OF THE DISTRICT. REGULATIONS, AND THE SPECIFIC S OF A FINISH G?AOE OF THE O IRRIGATED UN L v J THE DISTRICT INSPECTION DEPARTMENT SHALL BE NO I m 48 HOURS (2 WATER SYSTEM COPIES OF THE DESIGNATION. WITH CONTACT PHONE OTHERWISE NOTED ON THE PLANS. SET PAR AU_El. TO EACH OTHER, AND PERPENDiC�1.AR TO 4. ADJACENT PAVING OR CONCRETE CURB. WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION AT (619) 670 2246. ALL NUMBERS SHALL BE PROVIDED TO THE SAN DEG TO WATER DISTRICT AND 4. THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM 20. EACH QUICK COLPLE12 VALVE SHALL BE INSTALLED N ITS Q WORK PERFORMiED WITHOUT BETERT OF INSPECTION SHALL BE SUBJECT TO SAN DECO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. OPERATNG PRESSURE AND THE MAJXIMUM FLOW DEMAND OWN VALVE BOX. REJECTION AND REMOVAL. N CASE OF EMERGENCY, CONTACT SHOWN ON THE IRRIGATION DRAWINGS AT EACH PONT OF CONNECTION THE IRRIGATION CONTRACTOR SHALL. VERIFY A LOCATE QUICK COUPLER AT REMOTE CONTROL VALVE `' 5. PUBLIC FACILITIES, SUCH AS DRINKING AND DECORATIVE FOUNTAINS, WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE MANIFOLDS AS IN ON PLANS. W COMFORT STATIONS, PLAYGROUND EQUIPMENT, ETC., DO EXIST J ROBSO AT (858)458 -9700 OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE ON THIS PROJECT. BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AWS 22 ALL QUICK COUPLER VALVES SHALL BE SET AND INSTALLED OR AFT67 HOURS, CONTACT AND THE ACTUAL PRESSURE READING AT THE IRRIGATION N PLANING AREAS OR AS DIRECTED BY LANDSCAPE ARCHITECT. 6 ALL ON -SITE RECLAIMED WATER IRRIGATION PIPING AND ON -SITE POTABLE POINT OF CONNECTION. N THE EVENT PRESSURE z WATER PIPNG INSTALLED UDDER THIS DESIGN SHALL BE IDENTIFIED IN DIFFERENCES ARE NOT REPORTED PRIOR TO START OF 23. MINIMUM LINE SIZE SUPPLYING A QUICK COIPL 82 IS I VIZ'. ACCORDANCE WITH THE DISTRICT STANDARD S'ECFICTIONS. JACK ROBSON AT (619) 519 -5105 CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL 0 ASSUME FULL QESPONS6LITY FOR ANY R!EVISiONS 24. EACH GATE VALVE SHALL BE INSTALLED N ITS OWN VALVE BOX. 7. ALL ON -SITE RECLAIMED WATER PIPING SHALL BE PURPLE COLORED PVC, 27. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL.MATED OR NECESSARY. CONTNUOUSLY STENCILED ON OPPOSITE SIDES OF THE PPE WITH THE WORDS CONTROL TO THE BEST EXTENT POSSIBLE POKING, RUN -OFF, 25. ALL GATE VALVES SHALL BE FILL PORT DESIGN ONLY. 'CAUTION - RECLAIMED WATER'. APPROVED MANUFACTURERS OF THIS PPE OVER -SPRAY AND MISTING. SHALL THE FINAL LOCATION OF THE A, OWNERS T7C CONTROLLER Q BE FOLD N THE DISTRICTS" APPROVED MATERIAL UST'. SHALL BE APPROVED BY THE OVVRER'S AUTHORIZED 26. NO SHARK USE OF TRC- f�K� -ES WILL BE ALLOWED BETWEEN CAN 28. WATER QUICK COUPLING VALVES SHALL BE OF A TYPE REPRESENTATIVE PRIOR TO NSTALLATML 120 VOLT VARIOUS TRADES AND FOR INCOMPATIBLE USES. POTABLE 8. ALL ON SITE WATER LINES SHALL. BE WHITE PVC UNLESS DESIGNED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEM ELECTRICAL POWER AT THE AUTOMATIC CONTROLLER WATER LINES FOR DRINKING FOUNTAINS SHALL BE IN A OTHERWISE APPROVED BY THE DISTRICT. (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATE12 QUICK COUPLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE DES E RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE 9. ELECTRICAL CONDUIT SHALL. BEN 9. UNLESS OTl- ERVMSE DIRECTED BY THE DISTRICT, A 4 FOOT HORIZONTAL SPIKES) PER OTAY WATER DISTRICT'S RULES AND REGULATIONS. FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE N A DESIGNATED TRENCId PRESSURE MAPL.NE AND LATERAL CONTROLLER IN ACCORDANCE WiTH LOCAL ELECTRICAL LINES WILL ONLY BE ALLOWED N THE SAME TRENCH WHEN A AND I FOOT VERTICAL SEEPARTION BETWEEN POTABLE WATER, AND CONSTANT 29. A PHYSICAL SEPARATION SHALL BE P12OVDM BETWEEN CODE N94M aM TRENCH WIDTH 19' IS PROVIDED. PRESSURE RECLAIMED WATER LINES SHALL BE MAINTAINED AT ALL TINES, ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE THE POTABLE LINES ES SHALL BE INSTALLED ABOVE THE RECLAIMED LINES. WATER. SEPERATION SHALL BE PROVIDED BY DISTANCE, CONCRETE 6. THIS DESIGN E DIAGRAMMATIC. ALL BE INSTALLED DIRECTLY OVER ONE ANOTHER ui MOW STRIPS OR OTHER APPROVED METHODS. SHOWN WITHIN PAVED AREAS ARE FOR PIPING, VALVES. ETC. Z7. NO PIPES ARE TO SIGN A MNML�A OF 6' HORIZONTAL SHALL BE FRONDED BETWEEN 10. WI-ERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATE92 CLARIFICATION ONLY. INSTALL PIPING AND VALVES N PARALLEL LATERAL LINES TO ALLOW FOR ACCESSNG ALL PIPES. LINES ES CROSS, T!4E PECLAAAED WATER LINE SHALL BE INSTALLED BELOW THE PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL Q POTABLE WATER LINE N A CLASS 200 PURPLE COLORED PVC SLAVE THE WATER INS AND DESIGNATED OUTDOOR EATING iT FOUNTA AND QUICK COUPLING VALVES 6' TO AWAY FROM 28. SAND BEDDING IS REQUIRED FOR ALL PRESSURE MAP41-4 -1 SLEEVE SHALL EXTEND 10 f-t= T ON EITHER SIDE OF THE POTABLE LINE. FORA AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED HAl2DSCAPE OR TURF AREA FOR EASY ACCESS. TOTAL OF 20 FEET. WATER SPRAY, MIST, OR RUNOFF. 29. DETECTABLE WARMING TAPE IS REQUIRED FOR ALL PRESSURE 7. THE IRRIGATION CONTRACTOR SHALL FLU N SH AND ADJUST MA J E. BURIAL WIRING n L A MINIMUM VERTICAL SEPARATION OF n NCF-ES SHALL BE MAINTAINED IAL OF ALL WIG AND PIPING SHALL MEE=T NAME OF WATER ALL. SPPWLE32 HEADS FOR OPTIMUM PERFORMANCE AND v , BETWEEN UTILITIES AT ALL TIMES. DISTRICT'S RULES AND REGULATIONS. TO PREVENT OVEERSPRAY ONTO WALKS, ROADWAYS, AND /OR BUILDINGS. THIS SHALL INCLUDE SEL.ECTNG THE 30. ALL PRESSURE . ALL FOR PPE 11/2' OR SMALLER SHALL 32. ON RECYCLED WATER SYSTEMS. ALL APPURTBNACES (SPRINK ER BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS BE SCE. 40 PVC. ALL PRESSURE MAIV_i�E FOR T - 3' SHALL. HEADS, VALVE BOXES.ETC. ) SHALL BE COLOR -CODED PURPLE PER AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO BE CL.315 PVC. M HOSE BIBS ARE STRICTLY PROF -BRED ON WATER SYSTEMS. 13. ALL SPRAY HEADS, VALVE BOXES, AND QUICK COUPLER VALVE SHALL BE AWWA GUIDELINES AND SECTION 16815 OF THE CALIFORNIA HEALTH OBTAIN OPTIMA OPERATNG PRESSURE FOR EACH SYSTEM. 3L NO ON-GRADE PIPING IS ALLOW. Q CLEARLY COLOR CODED GkA2PL M TO NDICATE THE USE OF RECLAIMED WATER. AND SAFETY CODE 8. DO NOT WILLFULLY INSTALL THE SPRIV al!P SYSTEM AS 32. A h#*AUM OF TWO (2) SPARE CONTROL WIRES SHALL BE RUN -, 14. RECLAIMED WATER LIES SHALL NOT CROSS ROADS, STREETS OR 33. TILE DESIGN AND LOCATION PROPOSED FOR RECYCLED WATER ' SHOWN ON THE DRAWINGS W IT IS OBVIOUS N THE FE LD ALONG EACH MAINLINE BRANCH TO THE FU?TE -EST VALVE EASEMENTS UNLESS SPECIFICALLY SHOWN ON THESE PLANS. DO NOT DRINK' SIGNS SHALL BE CALLED OUT ON THE PLANS. THAT OBSTRUCTIONS. GRADE DIFFERENCES, OR DIFFERENCES MANIFOLD. BUNDLE AND TAPE a OF ADDITIONAL WIRE AND N SITE DIMENSIONS EXIST THAT MiGHT NOT HAVE BEEN INSTALL N A PULL BOX ADJACENT TO VALVE MANIFOLD. 15. ALL PRESSURE LINES SHALL BE TESTED WITH HYDROSTATIC PRESSURE AS 34. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINOUS BASIS FORESEEN AND CON`' DB2M N THE EMINEERNG. THE REG1lJN;?ED N THE DISTRICT STANDARD SPECFiCTiONS, AND ALL NON- OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE OV*ER'S AUT7 REPRESENTATIVE SHOULD BE 33. ALL WIRES SHALL. BE COLORED CODED. SUBMIT A PROPOSED PRESSURE LIES SHALL BE TESTED WiTH THE EXISTING STATIC LINE PRESSURE. FORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION INFORMED CE SUCH OBSTRUCTIONS AND S, BUT COLOR CODING SCHEDULE. NO LEAK SHALL BE ALLOWED. CONTRACTOR SHALL PROVIDE ALL EQUIP K EQUIPMENT PURPOSES ONLY, A iS NOT APPROVED FOR DPWING PURPOSES, N TH E EVE T HA T THI NOTIFICATION B NOT PERFORMED, FOR HYDROSTATIC TESTS. THESE TESTS SHALL. BE WITNESSED BY A HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE TURNOVER SPO FOR ANY NECESSARY. L 34. NO SPLICES WILL BE ALLOWED O RUNS OF LESS T B 500'. HY RFJ'RESENTATTVE OF THE DISTRICT. RATE OF EMPLOYEES N THE LANDSCAPE INDUSTRY IT IS (IMPORTANT ON RUNS OF GREATER THAN 500', SPLICES ARE TO BE MADE WiTH APPROVED SPLICE UNIT,AK TO BE INSTALLED N A THIS INFORMATION BE DISSEViNATED ON AN ALMOST DALY BASIS. 9. INSTALL ALL PIPE MATERIALS AND AS SHOWN N 16. ALL SiGNAGE SHALL BE APPROVED AND INSTALLED PRIOR TO EERGIM NG CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE COfVC:RETE Pl.lt_ BOX. THE SYSTEM WITH WATER. A SiGNAGE PLAN INDICATING USE OF RECLAIMED RECLAIMED PVC PPE DOPE ON ALL PVC MALE PPE THREADS OF ALL SPPM-82 WATE92 SHALL BE S'IBIMTTEO TO THE DISTRICT FOR APPROVAL PRIOR TO SWING JOINT AND VALVE ASSEMBLES. 35. TWO EXTRA CONTROL AND ONE EXTRA COMMON WIRE SHALL BE INSTALLATION. AS A MINIMUM SIGNS MUST BE POSTED AND WRITTEN N L ( RECLAIMED WATF32 ONLY) PPE SHALL BE PURPLE COLORED PVC PROVIDED FOR EACH VALVE N AN ISOLATED AREA, AND FOR EACH ENGUS14 AND SPANISH WITH THE INTERNATIONAL SYMBOL (DO NOT MINK). MATERIAL MEETING ASTM- 131784, TYPE I, GRADE I, PVC -120 CELL. b. IT IS THE PEEFC61SIBILITY OF THE IRRIGATION CONTRACTOR G12OLF OF FIVE (5) VALVES. N THE GROUP 5 VALVES, THE EXTRA CLASS 12454 -B. SPECiFICTIONS AS MANUFACTURED BY BROWNLNE TO FAMILIARIZE HIMSELF WiTH ALL GRADE DFFfR ES, WIRES SHALL BE EXTENDED TO THE FARTHEST VALVE N THE GROLP. I7. METERS SHALL BE SIZED BY THE DISTRICT. INC. OR EQUAL. LOCATION OF WALLS, STRUCTURES AND UTILITIES . THE THE EXTRA WIPES SHALL BE LOOPED UP (24') INTO EACH OF THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, GRO UPED VALVE BOXES AND MA V ISIBLE FOR EASY FU TURE USE. 18. ALL RECLAIMED WATER SERVICES REQUIRE BACKFLOW PREVBNTIOPL 2 Cl2E(LAIAED WATER ONLY) ALL PLASTIC PIPE SHALL BE EXTRA AND BE RESPONSIBLE FOR ANY DAMAGE N EXCAVATING BE ORNGE IN COLD .. EXTRA AND ONLY EXTRA CONTROL COMMON CONTROL AND ONL � Y IRRIGATION SYSTEMS BBNG SUPPLED WITH RECLAIMED WATER SHALL CO NTNOUSL•Y AND PERMANTANLY MARKED WITH FOLLOWING INSTALL BACKFLOW PREVENTION AND A WYE STRAINER PER DISTRICT INFORMATION MANUFACTURER'S NAME, NOMINAL PPE Si . AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS STRIPE. NO SPLICES SHALL BE MADE N THESE WIRES UNLESS STANDARD DRAINING W -45. ROGATION SYSTEMS CURRENTLY BEING SUPPLIED SCHEDULE OR CLASS, PRESSURE 12ATNG N PSI, NSF APPROVAL AND WORK WITH THE COAL CONTIZACT012 AND OTHEER WRITTEN APPROVAL iS OBTAINED FROM THE COMMUNITi' WITH POTABLE WATER SHALL INSTALL A REDUCED PRESSURE BACKFLOW DATE OF EXTRUSION SUB- CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE SAES DEPARTMENT. PREVENTION DEVICE P62 DISTRICT STANDARD DRAWING W-51 OR W-52 VVi -IFJN INSTALLATION OF PPE SLEEVES THROUGH WALLS, UNDER RECLAIMED WATER BECOMES AVAILABLE, THE REDUCED PRESSURE BACKFLOW 3. 02ECLAMA® WATER ONLY) A WARMING MUST BE IMPRINTED ON ALL ROADWAYS, AND NEAR STRUCTURES IRRIGATION NOTE DEVICE SHALL BE REMOVED BY BY THE OWNER, AND REPLACED WITH A BACKFLOW RECLAIMED WATER PRESSURE SERVICE PIPES CONTNOUSLY AND L DRAINAGE OF WATER THROUGH SPRIViCLB? HEAD WILL NOT DEVICE AND WYE PER DISTRICT STANDARD DRAWING W -45 (SHT. 35 ). PERMANTLY ON TWO SIDES WITH THE FOLLOWING INFORMATION N ALLOWED. SOME SPRINKLERS WILL REQUIRE THE BE 5/8' Wi-#TE LETTERS 'CAUTION RE10LAIMED WATER- DO NOT DRINK', NSTALL.ATEON OF AN ANTI -DRAIN VALVE IN THE RISER NPPLE 19. PRIOR TO ENERC3IZNG THE ON -BETE SYSTEM WITH WATER, ONE (p AND ' PBaGRO AGUA NVPLRA- NO BEBER'. TO PREVENT DRAINAGE DURING THE COURSE OF CONTRACTOR SHALL ADJUST ALL SPRAY ROTOR HEADS FOR COMPLETE SET OF LAMINATED CONTROLLER CHARTS SHALL BE PROVIDED TO CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN THE DISTRICT. 4. q?ECI.AIMED WATER ONLY) PRESSURE LINES TO BE INSTALLED OPTIVLJM PERFORMANCE E; TO PREVENT OVa?SPRAY ONTO WALKS, ANTI-MAIN RE D U IRED _AT AN SP RINKLER SHOW 20. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQI�'METff SHALL BE L ALL PPE T AND LARGER SHALL BE CLASS 315 SATED FROM AN ON T OFF POSITION INSTALLATION ROADWAYS, AND / OR ALLATION ARC GS. THIS SHALL T NCLI E T <)NDM S ELEC TING IDENTIFIED WITH A SIGN BEARING THE WORDS ' RECLAIMED WATER USED FOR 2 ALL PPE SMALLER THAN 2' SHALL BE SCH.40 OF ANTI-MAN VALVES SHALL BE INCLUDED DED N THE BD PRICE THE BEST DEGREE OF ARC TO FIT THE EXISTING SI CONDITIONS, IRRIGATION N ENGLISH AND SPANISH. WITH WHITE LETTER AT LEAST I NCH 3. FITTING SHALL BE SC k 40 WITHOUT ADDITIOIS4AL COST TO T 1 E OWNER. SELECTING PCS SCPEE3VS AS APPLICABLE, AND / OR TWOTTLNG � HIGH ON A PURPLE, PANTONE 512, BACKGROUND. THE SIGN SHALL BE PLACED 5. WATER ONLY) LINES TO INSTALLED THE FLOW AT EACH VALVE TO OBTAIN OPTMJrVI AS TO BE READILY SEEN BY ANY OPERATIONS PERSONNEL UIZN TLG THE All PPE ADJACENT TO SIDEWALKS, CURBS, AND OR AT TOP COVERAGE FOR EACH SYSTEM. EQ AND TOE OF SLOPES TO BE PVC BIKED. L ALL PIPE SHALL BE SCI. 40 2L THE CONTRACTOR SHALL ADJUST ALL SPRiV -82 HEADS FOR OPTIMUM 2 FITTINGS SHALL BE SCI. 40 13. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED LOCATION OF BUABL.FR G APPROXIMATE ON PLAN. APPROVED AND SHALL CONFORM TO ASTM TEST AT EACH AMANCE. THIS INCLUDE THROTTLING THE FLOW CONTROL PER LOCAL CODE. CONTRACTORS SHALL SECURE EACH SYSTEM. 6 (RECLAIMED WATER ONLY) FITTAVGS< SOLVENT WELDED T7PE PVC ALL NECESSARY PERMITS. PLACE IN WATER BASIN OF TREE. �NQ°t PB2FOR ,y VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR , - 2, FNSF CONDITIONS THAT CAUSE OVEJ2SPRAY, PONDiNG, OR RUNOFF SHALL BE � uc 145 SCk 40 1 CI ELIMINATED. ADJUST SYSTEM TO AVOID THESE CONDITIONS. AND 2466. 14. CONTRACTOR TO SUBMIT SPE{�ICATIONS, TECF -KCAL DATA, AND WARRANTIES TO LANDSCAPE ARCHITECT FOR APPROVAL. 7. (PE(X.AIMED WATE12 ONLY) FITTNGS SHALL. BEAR THE CONTRACTOR SHALL RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT T " ) 22 THE IRRIGATION SYSTi!M HAS BEEN DES TO AND SHALL BE MANUFACTURER'S NAME OR TRADEMARK. MATERIAL DESIGNATION, PRIOR TO BEGINNING OF IRRIGATION WORK. NOTE USE PL52ME CAPS ON ALL WADS L OCATED ON OPERATED BETWEEN THE HOURS OF 000 PM AND 6 AM UNLESS SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF APPROVAL RECLAIM LINES OR FLl1LRE RECLAMvED LPES. PIRPI.E CAPS SHALL DTI ERWISE APPROVED BY THE DISTRICT. 15. ALL POC SHALL BE LOCATED N PLANTING AREAS, NOT N LAWN BE USED ON ALL I NES EXCEPT TEMPORARY LIES TO 9E CONNECTED TO I DIVDJAL � crw-�F 8. WATER ONLY) ALL SOLVENT SHALL BE AS 23. NO SUBSTITUTION OF PPE MATERIAL WILL BE ALLOWED WITHOUT REC E32 BY MANLFACTUR OF PPE FINING AND AS i6. MASTER VALVE SHALL BE LOCATED DIRECTLY AFTER STRAINE c R. tiETt�R�'AT A LATE? DATE) PRIOR APPROVAL OF TILE DISTRICT. APPROVED. USE NO SOLVENT FROM CANS WHICH HAVE BEEN LEFT VALVE BOX TO BE LOCATED N � A PLANTING AREA. OPENED OVERNIGHT NOTE THESE PLANS CONFORM WITH CHAPTER 23.26 OF THE! IvILNVCPAL CODE (CITY ENCINITAS FIRE PROTECTION DISTRICT 24. AN NITAL AND ANNIUAI. CROSS- CONNECTION INSPECTION WILL BE DONE AT 9. ENED WATER ONLY) NO CLOSE NIPPLES OR CROSSES SHALL I7. EACH REMOTE CONTROL VALVE SHALL BE NSTAI.l.E3) N ITS m SITES WITH BOTH POTABLE AND RECLAIMED WATER SERVED BY THE DISTRICT WECLA' OWN VALVE BOX. OF EiVCNTAS WATER LANDSCAPE PROGRAM) IM 4 AND / OR THE SAN DIEGO COUNTY ENVROMENTAL HEALTH. COPIES OF BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR. �' N H • 01 NSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. p, (PECLAPAED WATER ONLY) TH12EAD LUBRICANT SHALL BE TEFLON DATE: W M A rNr COMMUNITY DEVELOPMENT COMMUNITY SERVICES u�w � r i r• W A16� �w -+ 'V�u � O� APPROVED BY: APPROVED BY: TE: = N R APPROVED DATE REFERENCES DATE SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN er CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. J R BENCHMARK �m TOP OF BRASS DISK RECOMMENDED APPROVED SAN DIEGO DEPARTMENT OF DESCRIPTION PLANS PREPARED UNDER THE SUPERVISION OF ENVIRONMENTAL.- HEALTH IN WELL MONUMENT IioRIZONTAL BY: DATE M ENC /N/TAS RANCH LOT 12 7297 -/ LOCATION: STA 64 +24 EL CAMIN RECORDED FROM: S.D. CO. VERTICAL 2 45 BY: BY: CONTROL PAGE 105 VERTICAL DATE: R.L.A. N0. DATE. / o 1 _ DATE: 12-L D/ APPROVE BY: DATE: ELEVATION: 120.20 DATUM: M.S.L. S/GNATURE EXP /IRIS 2 YEARS FROM GY! EXP. 6 -30 -03 WORK PROJECT NO. T. M. NO SHEET 10 OF 19 IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL NO DESCRIPTION PSI GPM RAD PCS SCREEN VOLTAGE LOSS PER 1000' OF WIRE RUN (ONE WAY DISTANCE) PVC PIPE SLEEVE SCHEDULE 40 PVC Sl EEVE 90!S OD RAN BIRD 1812 - SAM - PRS - IOC - VPC 30 .39 10' FLOW WIRE GAUGE (AWG) PVC SoLVErvr wl30 BELL AND OE N BIRD 1812 - SAM - P12S - 101-1 - VPC 30 .79 10' 2 1 0 00 000 0000 P� 7 ��'� r°'°'�T FiTTN65 RAIN 18 16 14 14/12 +� 14/10 12 b 8 6 4 O RAIN BRD 1812 -SAM - PRS - 5F - VPC 30 3 7 �� O.i 1.28 0.80 0.51 0.41 0.35 0.32 0.20 0.13 0.08 0.05 0.03 0.02 0.02 0.02 O.OI O.OI r z r 1 2 lr2' O RAN BN2D 1812 -SAM - PRS - 15H - VPC 30 1.85 15• 0.2 2.55 1.61 I.OI 0.82 0.70 0.64 0.40 0.25 0.16 0.10 0.06 0.05 0.04 0.03 0.02 0.02 1 1/4' .24 7 4 I v2' 3' 3' AO RAN BIRD 1812 - SAM - PRS -150 - VPC 30 .92 15' 0.3 4I 2 2 L z 4• 4' 0.4 5.1 .21 202 1.65 1.41 1.27 0.80 0.50 0.32 0.20 0.13 0.08 O. .04 2 vz 6' 6• 0 V RAN BIRD 1806 - SAM - P12S - 15F - VPC 30 3.7 15' 05 2 7 L 9 1. .2 3• 6' 6' 4• 6 w RAN BIRD OW 1806 - SAM - PPS - 15H - VPC 30 L85 15' O 2 L 7 6 a 10' .7 g 17 17 O RAN BIRD 1806 - SAM - P12S - 150 - VPC 30 .92 15' 0.8 10,22 6.43 4.04 3.29 282 2.54 1.60 LOl 0.63 0.40 0.25 0.20 0.16 0.12 0.10 0 RAN BIRD 1806 - SAM - PPS - ION - VPC 30 •79 10' 0.9 1.49 7.23 4.55 3.70 3.17 2.86 L80 U3 0.71 0.45 0.28 0.22 0.18 0.14 O.N 0.09 OZ RAN BIRD 1806 - SAM - P12S - 100 - VPC 30 .39 r0' CIE LO 25. 8.03 5.05 4.1 3.52 3.18 200 1.26 0.79 0.50 0.31 0.25 0.20 0.16 0.12 0.10 PVC WIRE SLEEVE SCHEDULE 20 25.54 16.06 10.10 8.23 7.05 6.35 4.00 2.51 l58 0.99 0.63 0.50 039 0.31 0.25 0.20 Ste, 40 MAXIMUM NUINLBER NOTE= SC-EUU -E IS FOR ftt2 AND NOTES= 3.0 38.31 24.10 1515 12.34 10.57 9.53 .99 .77 237 L49 4 0.74 0.59 0.47 0.37 0.29 SLEEVE SIZE OF OF OF WIRES SMALLER SOLD Cam, PLACED N ALL HEADS NOTED AS REOU IPING THEM 4.0 20.2 16.45 14.10 1270 7.99 5. 3 L99 L25 .99 .79 . 2 .49 .39 r 9 SINGE -E MPE 1.F=) WI ERECT PCS SCREENS ARE TO BE - BURIAL (TYPE lF) WI PE. PLANS, SEE ABOVE 5.0 40.16 25.25 20.57 17.62 15.88 9.99 6.28 3.95 249 L56 L24 LIB 0. 2 0.49 1 V4' I7 ON THE PLANS, SPRINKLERS LOCATED ON PUBLICLY MANTANED AREAS - 1 ' 23 ALL RAN BIRD 6.0 48.19 24.68 21.14 19.06 1.99 7.54 4.74 2.98 1.88 L49 1.18 0.94 0.74 0.59 2,. 38 SHALL HAVE VANDAL PROOF CAPS (VPC). 7.0 35.35 28.79 24.67 2223 8.79 5.53 3.48 219 L73 L38 1.09 0.87 0.69 2 V7 54 8.0 - - 40.40 3290 28.19 25.41 15.98 10.05 6.32 3.98 250 L98 L57 L25 0.99 0.78 9.0 - - 45.45 7. 31.72 28.58 17.98 1.31 7.1 4.47 2.81 2.23 L77 L40 U OZ8 (( � EQUIPMENT LEGEND 10.0 - - 50.50 41.13 35.24 31.76 19.98 1256 7.90 4.97 3.13 2.48 L97 L56 L24 0.98 FOR REFEREiVC.E ONLY= ( CIE ) EXISTING PER CITY OF ■ 14 - HOT / 12 - COMMON ENCINITAS DRAWING tt 6287 -1 SYM30L MANLJFACTURE MODEL NO. /DESCRIPTION F ELECTRICAL CONNECTION ( STATION 1 + 1234) COPPER WRE RESISTANCE (OHMS PER 1000' OF WIRE) WIRE GAUGE (AWG) Lu H CALSENSE ET2000 24 -R-RR/ SSE - R IRRIGATION CONTROLLER? PHONE READY 18 16 14 14/r2 Kai � � 8 6 4 2 I O 00 000 0000 INTEGRATED RADIO REMOTE: RECE R BOARD AND ONE RADIO QE-MOTE 6.385 4.016 2525 2.057 1762 1.598 0,999 0.628 .395 0.249 0.124 0.098 0.078 0.062 0.049 TRANSMITTER. CONTROLLER ASSEMBLY PB2 CALSENSE. LOCK TO BE KEYS FOR ENCINITAS PARK E BEACH DIVISION. CONTROLLER TO BE INSTALLED THESE FIGURES WERE DERIVED BY USING OI -#N'S LAW AND THE ABOVE VALUES FOR COPPC WIRE RESISTANCE THE DISTANCES SHOULD BE REDUCED TO ADD SAFETY FACTOR, USUALLY BY ABOUT 20%, N ORDER TO MAKE-UP FOR LOSSES DUE TO CONNECTION`', BROWNOUTS, ETC. N A CALSENSE TOP ENTRY STAINLESS STEEL ENCLOSURE ASSE O LOCATION OF THE CONTROLLER SHALL BE AS SHOWN ON THE PLAN. AND SHALL BE VERIFIED BY THE LANDSCAPE ARCHITECT AND THE CITY'S APPROVED REPRESENTATNE PRIOR TO INSTALLATION. IRRIGATION PRESSURE LOSS CALCULATIONS , HEADS NEAR CONTROLLER SMALL BE MOVED OR ADJUSTED AS ESTIMATED W A TER USE: C O N TROLLER H , SERVE AREA 8 NESSECARY TO AVOID OVERSPRAY ONTO THE CONTROLLER. RECLAIMED WATER METER 51ZE= 2" CONTRACTOR SHALL CONSTRUCT AN ACCESS WALK TO THE DOOR SO. FT, OF LANDSCAPE AREA FOR CONTROLLER 4 HYDRO c�RADE LINE = 410' 918 SO FT. • 1.56 ACRE ELEVA TO THE SATISFACTION OF THE CITY AND THE LANDSCAPE ARCH ITECT. 67, 43 (� P5 1 •METER: 180' X .433 = '1'7.44 L.. CONTRACTOR SHALL FUPNI94 AND INSTALL TELEPHONE CONDUIT FROM ESTIMATED WATER USE PER YEAR 665,074 GAL 5Y5TEM L055E5 CONTROLLER TO NEAREST TES -LONE CONNECTION. CONT12 ACTOR SHALL DE r� 352 TER= .ao ARRANGE FOR TELEPHONE COMPANY TO MAKE FINAL CONNECTION. C1MIS ETO 429 FOR OCEANSIDE IsoLATIO VALVE . PROVIDE DIAL TONE AND PNONE N�JNBER FOR CITY'S CENTRAL CONTROL MASTS AL 1 .40 FLOW 5ENSOR: .60 SYSTEM PRIOR TO ANY WORK. CONTRACTOR SHALL VARIFI' TELEPHONE MAINLINE= 2 10 COMPANY PEIDUIRIEMENTS AND COMPLY. CONTROL VALVIE- 350 STATIONS PER CONTROLLER' LATERAL LINE. 6.0 .� 40' ELEV. GAIN: - Al = 5i1BTOTAL: 33b2 12AN3920 � N B -CP- P-HA V SERIES - SIZE PER PLAN INSTALL N A UL V 12 X CT RECTANGULAR LOCKING VALVE BOX - PURPLE (RECLAIMED WATER) FOR VALVE CONTROLLER 4 20AS FITTIN65= SueTOTAL= 40.34 0.3 BOX INSTALLATION REFER TO DETAIL H8, SHEET 13. � (1 RAINE3R0 EFB-CP SERFS - 7 � THROUGH H - 19 STATIONS (CITY) USED HEAD REt,�uIRI�NT= 40.00 VAL VE M A R X 17' SUBTOTAL: 80.34 Q ® MASTER VAL INS TALLED RECTANGULAR LOCKING VALVE BOX - PL12ME (RECLAIMED WATER) MAINLINE FLUCTUATION= ZQQQ TOTAL P51 54EWIRED= 10034 CALSENSE FM SERIES FLOW SENSOR - I V7 INSTALLED IN A 12 X 17' RECTANGULAR LOCKING G VALVE BOX - PURPLE (RECLAMM WATER) PRE AT METER= PSI BOOT: 4 ?r 7Z O 00 NELSON MODEL 7645 RECLAIMED QUICK COLPLE 2 VALVE PER DETAIL HO, SHEET 12 W/ LAVEND RESIDUAL= (25%) OR 24b ER CAP. TOTAL RE: {24 CARSON/BROOKS PURPLE (RECLAIMED WATER) 9" ROUND VALVE BOX 255id) FOR VALVE BOX INSTALLATION REFS? TO DETAIL H8, SHEET 13. A• vKVe rravM+ r� ►NON MwEMsr VKIM, W%952) KING BROSL K81 -BTU LINE SIZE BALL VALVE P67 DETAIL I-9 SHT12, INSTALLED N A H CARSON /BROOKS PURPLE (RECLAIMED WATER) 10' ROUND VALVE BOX FOR VALVE BOX INSTALLATION REFER TO DETAL 1-18 SHEET G. .....�.....+,.. +� PACPIC PLASTICSCLASS 315 PRESSURE MAPLINE FOR I V7 AND LARGER. SCI-D. SCI. 40 PVC FOR 1-1/4' AND SMALLER. (PLRPL.E - RECLAIMED) PACFIC PLASTICS CLASS 200 NON-PRESSU PE LATERAL LINE FOR 3/4' AND LARGER. SCHEDULE 40 FOR 1/7. PURPLE ( RECLAIMED) FOR ALL LINES CONNECTED NOTE= USE PURPLE CAPS ON ALL HEADS LOCATED ON TO METERS SHOWN ON PLAN. USE POTABLE PVC PPE ONLY FOR IRRIGATION SYSTEMS SERVED BY RECLAIMED LEES, OR FUTL12E RECLAIMED LINES. (PURPLE CAPS SHALL BE USED INDIVIDUAL RESEAL METERS, ON ALL LINES EXCEPT TEMPORARY LINE TO BE CONNECTED TO INDIVIDUAL � ®2 IRRIGATION PUMP. RESIDENTIAL METERSAT A LATER DATE.) � f CIE ® IRRIGATION RECLAIM METER - 7 SIZE. YD 7 WLKNS MODEL YB 'WYE STRAINER' NOTE: THESE PLANS CONFORM WITH CHAPTER 23.26 OF THE MUNICIPAL CODE {CITY OF ENCINITAS WATER EFRCBVT LANDSCAPE PROGRAM) Q 'DO NOT DRINK SKIN LOCATIONS' SIGN PER DETAIL 1 SHT. 13. y~ uc. 145 �1�� NOTE= FL- INSTALL ALL PPE AND CONTROL WIRE L ME 2 PAVING N SLEEVES. SEE CHARTS THIS SHEET. AND 7 SLEEVES FOR CONTROL WIRES. 1 U S A - - - - - - WIRE SLEEVE INSTALL PER DETAIL H3 SHT. G Call: TOLL FREE ( DATE SIZE AS NOTED W/ MN. 24• COVER, PROVIDE A PVC SCH 40 WIRE SLEEVE FOR ALL WIRES UNDER PAVING 1 -800 �� °F �`� 422 04 ^ ��' COIVTROLL WIRE CONDUIT ENCINITAS FIRE PROTECTION DISTRICT ems BY. ... m ., t IY h v� A H DATE: N H COMMUNITY DEVELOPMENT COMMUNITY SERVICES WAALO L�UM V in .2 .33 •uZ o - Ai p ROVED BY: APPROVED BY: DATE: < DESIGNED BY DRAWN BY CHECKED W APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. J °'► REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT _ - - A RECOMMENDED APPROVED �.►�"' DESCRI TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF • 297_1 SAN DIEGO D EPARTMENT OF IN WELL MONUMENT. HORIZONTAL BY: DATE: -eZ'Z*'fz E ITAS RA NCH LOT 12 ENVIRONMENTAL HEALTH LOCATION: S TA. 64 +24 EL CAMINO REAL _ RECORDED FROM. S.D CO. VERTICAL DATE: R.L.A. NO. 2145 BY y BY. II OF 19 CONTROL PAGE 105 VERTICAL ` DATE: DATE: APPRO BY: DATE: ELEVATION: 12 .20 DATUM: M.S.L. SJGIWTUR£ EXPIRES 2 YEARS FROM A01 EXP. 6 -30 -03 WORK PROJECT N0. T.M. NO. SHE 12" MAX. b' MIN. �L 2 Z a L_ — 9" MAX. I 12' 77 Z to — — 12 'I I 1 12" 3" MIN. .: 2" MIN. O 4 I y ,+ s o O� •O • 41 S 4 p 3 9 6 10 6 SECTION VIEW 6 PLAN VIEW SECTION VIEW '7 n - ■ 4" SEPARAT10M . SEE sPeGs. FOR LEGEND • DEPTHS. SEE SLEEVE DETAIL 4 O REGTANI6ULAR VALVE BOX W/ 'T' 0 WIRE CONNECTORS. COIL 90' SPECS. FOR DEPTHS UNDER PAVING. LEGEND NOTES LEGEND HEAT BRAND STATI R ON �� OF HIRE. Q G 4 110 w/ °I10 -48 2" IN SHRUD AREAS, FLUSH IN t RpUPIp VALVE BOX Yi/ LOCKING T' t0 PRF- QJIGK COUPLER LID. t0 PVC, MALE ADAPTER. COVER. HEAT BRAI'4ID SV ONTO LAWN AREAS. 0 0 LID. TYPE COVER PER SPECS. HEAT 5WIN6 JOINT AS MANUFACTURED BY O FINISH 6RADE/rOP OF MULCH. tt ID TAG. LEGEND NOTES: O FINISH 6RADPJTOP OF MULCH. MRINLI D EOR TH ON THE AC+ff !TVff BRAND WV ONTO LID. DURA. MODEL M- AI -1 -I I -12. O REMOTE VALVE PER (D FINISH GRADE A P L WHT T IN HALL BE DOHNSTRFAM 510£5 O THE BALL 0 FINISH GRADE/TOP OF MULCH. tt *4 X w LENGTH REBAR STAKE. LEGEND 4 SPECS. O2 LATERAL LINE -518= SPECS. O KBI- BLOCK® THE UNION BALL VALVE. 3 WICK COUPLER VALVE PER L86END � ��,� �� BUNDLE HIRE 4 NRAP Al TAPE • VALVE IM � A CGS Q �� GOr1!°AGTED EARTH. �RISe!�'.F1Q!??'5, 4 REC�it11R1 =D, ( ' CO MAINLINE - SM '.IPE05. ._ O BRiGK SUPPORTS. 4 ItEGUlIIRED. b MIN. DEPTH Y4�45hED 6RA1/EL. TIE A 24 LOOP IN ALL NNRfNb • 0 BRICK SUPPORTS. 4 REOUIRED. ' 2" IN 5~ AREAS, FLUSH IN i3 CONTROL WIRES - we SPECS. GHANeMM OF DIRECTION GREATER b" MIN. DEPTH KA SHED &RAVEL. NOTES O p10BARRIER, ROOT GONT'ROL LAN" AREAS. THAN THAN 90 DEGREES. UNTIE /1FT> = Lu 'R ® 6" MIN. DEPTH WASHED GRAVEL. . 2■ IN SHRIM Af EAS, FLUSH IN SYSTEM FABRIC. ©TRENCM ALL CON NEGTIONS HAVE BEEN (� © BIOBARRIER ROOT CONTROL 1 AS USE TEFLON TAPE ON ALL u SYSTEM FABRIC. © BIOBARRIER ROOT CONTROL PVC PVC MAINLINE FROM MANIFOLD THREADED CONNECTIONS. OY BAC,HGFILL PER SPECS. MADE. SYSTEM FABRIC. USE TEFLON TAPE ON ALL BALL VALVE. 0 PVC MAINLINE PIPE. 1 T'HREADW FITTINGS, TYPICAL. z ` 7 PVC, PIPE PROM BALL PVC, LATERAL. PIPE TO SPRINKLERS. ® FROM MAINLINE. VALVE. O Q TO REMOTE CONTROL- VALVE. (2) MICK LOCK BY DURA. REV: 10,22/02 Q MAINLINE FITTING. REV, 10/22/02 REVS 10 2 /02 R> v: 10/22/02 BALL VALVE T..OmZAALLZEE QUICK COUPLER VALVE REMOTE CONTROL VALVE _ PIPE & WIRE TRENCHING CITY OF ENCINITAS Standard Detail _ 2 0 ' _ C ENCINITAS CT CITY O F N IN AS Standard Detail I,IO SCALE ' _ 1 � CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail ' Community Services Department NO SCALE C � Commuri ty Services Department ' pity Services Department NO SCALE CY Lu .. ._:A.. >. N•.:I:, !•:, Ui ._ i =,dhJ[ 1; R.t.Y !t• >t 1:. "i1 .... J�i.Uf ., tJCt41 ;,e. :1L iA.4 CP `I Q ...,.vq, .. .•. C .,. ;... s.. ,.. � . `)i:iiAt':.. ti; S.;f A1:.. '�- Y:yt'SVi.7Y: [n.?u`j. }.1'fi':" . lfM�C F - J�.!1. JTI " 1 .'.1. -. � � 1:. L fir .Jh nitl J��ii '• r Jr(] f:t: f. I D_ T f* V 1 =. 4 I I — dI 12 12* 3 —II I I I IJ b �GT,ON vrert - KT� . 2' IN 1U1W AREAS 4" IN SHRUB AREAS vrre c++ I AT C, I/2' TO 4* IN Si2s:' M +�!!E 1'ldOM NQNGiL/dt PA~ * * 4' = s 2p IN TURF AREAS 4 IN SHRUB ,AREAS V1' TO 4' IN SIZE MORE !'.,OMI 1 PA~ * * 4' 4 3 b * DEPTH Pm spe cs. LEGEND NOTES LEGEND NOTE: MALE PfPE USE TEFLON TAPE O PAVING PER PLAN. SLEE VES SHALL BE 2 TIMES THE DiA. OF THE tO SHRUB /6ROlJN� COVER. A ADS FOR PVC, TO PVC, 4 !f b PIPE OR HIRE BUNDLE CARRIED UNL-E55 2 FINISH 6RADe/roP OF MULCH CONNECTIONS. LEGEND NOTE: Q SAND BAGKFILL cowAGTED To INDIGAym TO BE LARGER ON PLANS MATCH RECOMMENDATIONS FOR A. L15E TEFLON TAPE ON MALE PIPE ADJACENT 51.15- 65RADE. BUNDLE KRIN6 4 WRAP Al ELECTRICAL PR Y OR ROTOR B. INSTALL . PLUMB. ADJUST D O O e� �B /gyp �,O�R JUST SPRAYS " OR THREADS rtOR PVC, TO PVC, TAPE • 10' INTERVALS. NOZZLE STREAM TO COYER @ FINISH 6RADE/TOP OF M1LC.H CONNECTIONS. O3 PVC. LATERAL LINE ALL MAINLINE PIPING SHALL BE INSTALLED IN Q HUNTE=R 1/2" SWING JOINT SJ512 LANDSCAPE= AREA WITHOUT M W SGH. 40 PVC, WIRE SLEEVE. OR 5/4 5WIN6 OVER-SPRAY' ONTO PAVING, JOINT SJ712 A5 0 POP-UP SPRAY Olt ROTOR ,SPRINKLER B. INSTALL _ S ADJUS T PRINKLER SPRAYS HEA IICG C.E ORDANANUFACTURERS 3 Q REWIRED TO MATCH �SPRINKLESPRINKLER FENCES, WALLS OR BUILDINd . NO ZZLE STREAM TO R OR INSTALLATION MANUFACTURER'S INLET SIZE. Q HUNTER 1/2' SHINS JOINT 5-02 OR 5/4• s SCH. 40 PVC, MAINLINE SLEEVE. ALL PVC MAINLINE, PVC, LATERAL LINES, 4 C INSTALL SPRINKLER HEADS SHIN& JOINT SJ712 AS REOUIRED TO MATCH LANDSCAPE AREA WITHOUT O CONTROL WIRE=S SHALL BE 5L.EEVED BELOW O PVC SCH. 40 5 X 5 X T TEE OR 5 FLUSH NV GRADE IN TURF AREAS SPRINKLER INLET SIZE. OVER -SPRAY ONTO PAVING, 4 1/2" ABOVE GRADE IN FENCES, WALLS OR BUILDIN&S. O UNDtSTIJIRHED ' SOIL. ALL HARDSGAPE ELEMENTS W/ 5GH. 40 PVC. X T ELL FITTING - LATERAL X SPRINKLER INLET SIZE. SHRUB /GROUND DOVER AFMA6. O PVC SC.H. 40 5 X S X T TEE OR S X T ELL FITTING - LATERAL. X SPRINKLER INLET G. INSTALL SPRINKLER HEADS FLUSH W/ GRADE IN TURF AREAS C. ONTRAGTOR SHALL MARK ED6E OF PAVING @ PVC, L Fes' SIZE. t 1/2" ABOVE GRADE IN ABOVE BOTH ENDS OF SLEEVE NV A SCORE 7� 0 SHRUB /GROUND COVER AREAS. MARK TO DE516NATE SLEEVE LOCATION. PVC, LATERAL PIPE. 0 SLEEVE ENDS SHALL EX'T'END 12" BEYOND O WALK OR CURB QQ d'RAS- EDGE OF HAR175GAPE. O UNDIMMED SOIL. Q WALK OR CURB 6 � 2146 AFTER INSTALLATION OF PIPE 4 WIRE, 10 ANTI -DRAIN VALVE AS F42M UtRED 0 UNDISTURBED SOIL. � A CONIRAGTOR SHALL FILL !REMAINING VOID IN 0 TO PREVENT LOW HEAD s ENDS OF SLEEVES W/ CONDUIT PUTTY. DRAINA6E. 10 ANTI -DRAIN VALVE AS REWIRED TO } per: 10/22/02 WV: 10 /72 /0 2 PRFVEN T LOW HEAD DRAINAfsE. RE`,/, 10/22/02 ` SLEEVES POP -UP SPRAY & ROTOR _ 12" POP -UP '�� or Co. CITY OF ENCINITAS Standard Detail I �� CITY OF ENCINITAS Standard Detail 4 CITY OF ENCINITAS Standard Detail Cornmurtity Services Department SCALE Community Services DepadmeM SCALE Community Services Department NO SCALE ENCINITAS FIRE PROTECTION DISTRICT _'r :.C! .. ,. ..' � i7,.) e' t5 '- pL1{;. 2 !: : :..A' :�u.�. :i :mnberi- +'O {': ra.,(i :ivr�..!'C• ,. .: J � O> BY: 9 ry .. N cn DATE: W Y 1- � N •r H C COMMUNITY DEVELOPMENT COMMUNITY SERVICES�w 6. �r AAA vu T p .. 11 -dL uu - W BY: E: APPROVED BY: DATE: z N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DES IGNE D BY DRAWN 13Y C HE C KE D BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. }} >M Wit• SAN DIEGO DEPARTMENT OF DESCRIPTION: TOP L BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN D APPROVED ENVIRONMENTAI[s HEALTH IN WELL MONUMENT. HORIZONTAL B Y: DATE 7297 -1 LOCATION: STA, 64 +24 EL CAMINO REAL ENC /N /TA S RA NCH L O T 12 _.aJ RECORDED FROM: S.D. CO. VERTICAL 2145 BY: Y: , R.L.A. N0. (� - CONTROL PAGE toy VERTICAL DATE: _ _ DATE: DATE: o '— W PR OJECT N0. T.M. NO. H F 1 APPROVED BY: DATE. ELEVATION: 120.20 DATUM: M.S.L. SIGNATURE EXPIRES 2 YEARS fROM Q4 EXP. 6 30 03 `r WORK OJ£CT S HEET 12/ O 9 LEGEND NOTES METER BOX WI METER Q 16 GA. &ALV. STEEL 51&N PAINTED W/ BACKGROUND FOR 5I6N SMALL SID1eWALK REFLECTORIZED PAINT PER NOTES BELOW. BE PURPLE (PANTONE 512). CURB ZC INCLUDING FASTENERS. CONTRACTOR SMALL SUBMIT I? BAGKbROUND PAINTED REFLECTORIZED SAMPLE OF SIGN TO CITY FOR r 77 7 7 7 77 I ! 'S PURPLE. R VIEW 4 APPROVAL PRIOR TO APPROX. S" 4 !2" I2" Q OL INTERNATIONAL SYMB GRAPMIG FOR "NO" - PAINTED M WHITE REFLECTORIZED PAINT. Q Z - *10 X 5/4• SELF TAPPING VANDAL PROOF SCREW5 TO ATTACH 546N TO POST. _ O Z" VIA. STANDARD Y'Cib"T bALV. STEEL PIPE � " I POTABLE SERVICE LINE "Ru ( n �, POST. IN5TAL1_ GAP ON TOP. LOCATE PER I PLAN. @ •FILM{! FINISH ORADE OR FINISH SURFACE OF PAVING �"'°■R I ® Q PLAN VIEW PER PLAN (V*EFQE ocGURS)- 10'MINIMVM TO POTABLE MAINLINE IN STREET '-- O7 4M COMPACT® SUBGRADE. 4 L ' 6 Q I VIA. CONCRETE FOOTING. Q 0 LEGEND Q I" RADIUS. in � b RECLAIMED WATER IRRI GA TION MA/NLJM WISLEEVE lO MAINLINE FROM SOURCE • DEPTH PER 5PEG5. SEE STANDARD t®1/2 STEEL ROD PIN THROUGH P05T TO NOTE: Z DETAIL 1 -12. PREVENT ROTATING. O O BALL VALVE IN VALVE BOX. SEE STANDARD DETAIL 1-4. tt LETTERING PAINTED W/ WHITE REPLLGTORIZED - VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN PAINT SHALL. READ 'In order to Conserve CROSSING OF A POTABLE WA TERLINE INSTALLATION OF 30 MAINLINE • 12" DEPTH. der h RECLAIMED WATER IRRIGATION MAINLINE 24 FROM FACE OF - E SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL Q REMOTE= CONTROL VALVES IN VALVE BOX. QUANTITY PER PLAN t 2 LETTERING 4 BORDER PAINTED W/ WHITE CLEARANCE FROM POTABLE MAINLINE IN STREET. PROVIDE A 12" SEPARATION BETVI=EN VALVE 60 5- SEE REFLECTORIZED PAINT SHALL ROAD (D STANDARD DETAIL 1 -II. "RECLAIMED WATER IN USE ". V O QUICK COUPLER VALVE IN VALVE BOX. PROVIDE A 12 Q LETTERING PAINTED W/ WHITE 1REFLECTORIZED :11rinorder SEPARATION BETYeEN VALVE BOXES. SEE DETAIL 1-10. PAINT SHALL '� VO NOT DRINK O D POTABLE MAINLINE CROSSING CY 2 © EDGE OF WALK, LAWN, CURB, ETC. t4 LETTERING PAINTED W/ WHITE REFLECTORIZED PAINT SHALL READ "WASH HANDS AFTER NOTES CONTACT S". Cormw" Water W SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF WALK, LAWN, UJRB, ETC. t© LETTERING PANTED W/ WHITE REFLECTORIZED PAINT SHALL READ 'NO TOME EL AQUA ". RECLAWD WATER IN USE FINISH GRADE LOCATE VALVES IN SHRUD /GROIMD COVER ARE-0 WHERE 16 00 NOT DOW ND LETTING PAINTED W/ WHITE REFLEGTORIZED +� Imo. ER PAINT SHALL READ "LAVIESE 5U5 MAN05 WOW Fwos " COM Sus DE5PUE5 DE USAR ". came Ls" - Q REGYGL® GRmw 57mBOL PAINTED W/ RV- 10/22/02 WHITE REFLECTORIZED PAINT. Q REV: 10422102 V WIDE METALLIC MARKER TAPE z TYPICAL MANIFOLD LAYOUT RECLAIMED SIGNAGE "ALIERTLINE'• PURPLE LATERAL Q 1 - 18 ' =3 O RECLAIMED WATER PIPE FROM IRRIGATION HEAD CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE Community Services Department NO Community Services DepaMnent POTABLE PIPE NO SLEEVE IS REQUIRED. w r;., ;;•.r , . T , A h :'r`. L. ; +•1:.: `.. r \, :?% i!w : �c,.;.:•;ILny..:,t . "',�! J. _ .. y . I O "ALERTLPW PURPLE COLORED PRESSURE MAINLINE PIPE. NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED RATER LINES CROSS, THE RECLAIM LINES SHALL BE INSTALLED BELOW THE RA I N B I R D 180 8 SERIES PCS SCREEN PERFORMANCE CHART POTABLE W ATER LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE MODEL PCS -ele PCS -629 PCS -639 rCS-040 PCS -669 PCS -998 PCS -125 PCS -175 PCS -26e PCS -376 LINE FOR A TOTAL OF 20 FEET GPM 1 1 •2 .3 A .6 •9 1.25 1.75 2 3.76 COLOR PURPLE BROWN SILVER ORAMW BLACK WHITE GREEN YELLOW BLUE RED _ OF 1' 3' s• ABLE WATERLINE SN S• r 8' 1 r MINIMUM CLEARANCE TYP ST 3 e' SQ r w r 1OF 2 10' ® ECLAIMED PRESSURE MAINLINE i SLEEVE 10H 10' OT r r 77 10' 10Q r 8' 10' 12F 3 ' s• r ' °, 'r 12H 4 4' so 10' 1 2' C RECLAIMED WATER PIPE /POTABLE WATER 1 12Q 12' 111 PIPE SECTION 15F 5' r 8 11' 13' 15H 19 4! 5' 8 12' Is 15T T w 8' 12' 1 15Q r so r 12' 15' 314" LATERAL 9SST rX14' 8'X16' 9'X18 15C 4'X12' 4'X24' 4'X30' 1535 4'X16' 4'X18' 4 4'X30' 3Mr at11CK COUPLM 1 SES 4'X14' 4'X18' 4'X15' SF-B 3" 1' r 3' ►� 0 # SH-B 5" 1' r 5" 5" 10" 3' LIKE SIZE BALL VALVE SCST 7 14w 3' S• f 16F 6" 1' 4' 10' 14' 16' 1 6Q 6 r 5 ' 1 2 ' 16 22F 3' If 4' 1 6' 12 1 r 2f 22H 4" 1' 3' S' 1 r 18' 22Q 6" 2' I 6' 10' 16' 20' 111 1111p LINE srzlE BALL VALVE CONTRACTOR TO DETE�E PCS SCIZEEV FOR I-EADS MARKED N PCS COLl11NV OF L EGEY'D '` NOT TO SCALE Jb (a � CONNECTION TEST STATION A PCS SCREEN CHART MT.S. B CROSS N ENCINITAS FIRE PROTECTION DISTRICT BY: m at DATE: N » COMMUNITY DEVELOPMENT COMMUNITY SERVICES Sri W AA� APPROVED BY: - - E: APPROVED BY: DATE: i An l C 4 V •r REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT D _ DRA eY C HECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '� SAN DIEGO DEPARTMENT OF DESCRIPTION: TOP L BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED ~V %A ENVIRONMENTAL HEALTH IN WELL MONUMENT HoRizoNTAL BY: LOT LOCATION: STA 64 +24 EL CAMINO REAL DATE Amer � ENCINITAS RANCH ~' L O / 12 " 7 29 —/ f RECORDED FROM: S.D. CO. VERTICAL BY: Y: tgef4 (Y /w— R.LA. N0. 2145 CONTROL PAGE 105 VERTICAL DATE: DATE: 1 DATE: APPROVED BY: DATE: ELEVATION: 120.20 DATUM: M .S.L. S IG 7ZIRE EXPIRES 2 YEARS f7ROM L14 7F EXp. 6 -30 -03 WORK PROJECT NO. T.M. NO SHEET 13 OF 19 �i - PLANTING LEGEN "PASE0 DE ZS 4 SYM3M BOTANCAL NAME / 00K*A0N NAAC SIZE cok4 e4m 15 GALLON 9' X 3 v a' `i CALFORNA SYCAMORE fi .. - ` >. _ SHIZLBS r . SYK 90L BOTANCAL NAME / OOMIADN NAAAE 512E CX7A* EhITS Lo ROSMARNUS OFFrNALIS FLATS T O.C. f .. _ . _- _.. ,. �' �''� ^^ �' .' ti ,.'• 10CKWOOD DE FOREST 12APHOL. M BALLERINA 5 GALLON 3! - O.C. NO COMMON NAME CISTUS 'DORIS I�BB?SON' I GALLON 3'-O' O.C. CIST .. .. __ ... - - . ` _ •~\ `~ • . , \• J 'vim , ;� , US SHpuBS BENG PLANTED ARE TO BE KEEPED BACK FROM WALK WAYS (egg, �j$L A S - z •� , ,.� ` -: ! �� PLANTED N A NURSE CROP OF TI-E 1VTIAL EROSION CONTROL SEED MIX SHALL BE USED. n 1 ,` • • ` `\� I D FOR L0 V i?E THE NATIVE EROSION CONTROL 4 \ ~ `L ti\ �+ 1 ° , r' • ~ _� Mp( MALL W[-v. . 1 ' 1 s `''- •' • -♦ ~ ` ^- .`.- -,, � ti •�^ V j. � ♦ O ,• , TURF GRASS SEA MARATHON 2 • (OR APPROVED E0"ALEN`n 4011 ui D MX SLIMY: V IRGIN WOOD F IBER FROM WOOD CJ 500 ECOLOGY AM�D4Ei? 100 i ♦ `.♦ r' 6 FE3ZTL&MR 300 NOTESy THE ABOVE HYDROS MX SLURRY 6 PROVO® `♦ .♦ + ` ` '� FOR BD PLRPOSES CtLY, CONTRACTOR SHXL VEP Y ` , D- eXISTING LANDSCAPE TO BE PROTECTED 14, PLACE. =1 REFER TO CITY DRAWING *6287 -1 �s) _ 7 f ' 1 7 Y. 7 M •t _ F- , C 4 A. •; d J' ` e _ .•. .- );.` - fit' S A -t'• u: f' : `C 1 I - I OF CO-, f, A. ALL PLWM AREAS %iAI.L M CLEARED of oeBRIS, TRASH AND PO= PM SATISFACTION OF THE CITY. ENCINITAS FIRE PROTECTION DISTRICT B. CONTRACTOR SHALL P132FORM SH.ECTNE PRL M AND REWAL OF EASTNG VMUATI IN N THIS AREA PER DRECTCN OF THE CITY. BY: ;' r %A 0% DATE: W 4-o A H V1 r F•L C _ L GRAPH IC SCAL£ COMMUNITY DEVELOPMENT COMMUNITY SERVICES Lra WA ALO O.�UM 40 20 0 20 40 N 0 i men APPROVED BY: TE: APPROVED BY: DA TE: < in REFERENCES DATE A SAN DIEGUITO WATER DISTRICT D ES I G N E D BY DRAWN CHECKED 6Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. J� °" APPROVED GATE E BENCH MARK S C LE >'' a '" REVISIONS �M ADD SAN DIEGO DEPARTMENT OF DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED .,�.. T HEALTH IN WELL MONUMENT. HORIZONTAL BY: / 7297 ENVIRON LOCATION: STA. 64 +24 EL CAMINO REAL DATE ENC /N /TA S RANCH ^' LOT �2 RECORDED FROM: S.D. CO. VERTICAL BY: 8Y: -` CONTROL PAGE 105 VERTICAL DATE: R.L.A. N0. 2145 1 � l � Z3 DATE: D DATE: WORK PROJECT NO. T. M. NO M.S.L. EXP. 6 -30 -03 SHEET 14 OF 19 - XF PROVED BY: DATE ELEVATION: 120.20 DATUM: S/GIVATI/RE EXP /RES 2 YEARS FROM GW \ 1 \ PLANTING LEGEN ` { , TREES: SYMBOL BOTANICAL NAME / COMMON NAME SE COM1t+ENTS p PLATANILIS RACA IS GALLON 4 X V t CALIFORNIA SYCAMORE r te• •!—. -'` -'\ f ' 1 `e .\ `t s SHPUB S i '� �; t; SYMBOL BOTANICAL NAME / C:M*AOIV NAME SM CONVENTS l _ _ ROSINARI�IS FLATS r-0' � r `r' 'LOCKWOOD DE FOREST L-- RAP4- AOLEPIS 5 GALLON 3'-O' O.CL NO COMMON NAME i �.. . 5 t \+ - \._ 1,.' �•''�. \ � I /•/ � � CISTLIS IJ0121.7 HEE- -KJON I GALLON 3' O.C. CISTLJS SI - RIBS BEING PLANTED ARE TO BE KEEPED BACK FROM WALK WAYS, / RED �� Q��j? APRNgaSaE1j1&"pV4Sf11G OL N N C THE NITIAL EROSION CONTROL D MIX LL BE A NURSE CROP OF SEE SHALL l.1SED. ARE EXCEPT FOR LO� V��RE THE NATIVE EROSION CONTROL / HYDR OSEED MIX SHALL - ( f ,' ;, ;� : _ .. - -.... _ ._... ', s• ' � ` Y .. r : ' • TL921 GRASS SEED MARATHON 2 -- ' � " ! :r I - - ` ... __ Y ;' .. • _ - -�1`` ` ` , `s.. - -- ` .r: ' ' � • ' j* .- ,/ ,f r (OR APPROVED ECXNALEVTf W w j! J _ f - - • . - _ - _..... __ I `� ' .. . -� NYDROSEED MD( SLIA?R mr moo OL i TTYDROPOST' COMPOST MLLON 1000 ~ '` ECOLOGY CONTROLS MF9RDE32 100 W yO -Z ` frZO FERTLGMR 300 NOTES THE AB P 1 1.PLSW MD( SCR ' N7 r 1C V 7 VL i/ Lu _ BD P SE0 (/ -- R.L.A. N0. ® r r / � - - - PIQPOSES OILY, CONTRACTOR SHALL VERFY FM t r * • � `f S r '7 .... ... 00 EXISTING LANDSCAPE TO BE PROTECTED IN PLACE REFER TOCITY DRAWING #6287 -I _ Z I -- •' - ._ 1, '-•`!,__.. � _.. ,' '{.,� � '• r If TING LAND PE TO BE ; PROTECTED IN CE. REFER T0' -CITY DRAWING X -I 6287 . h f •(D►� A. ALL PLANTING AREAS SHALL BE CLEARED OF DEBRIS. TRASH AND ROCKS � a COL PER SATISFACTION OF THE CITY. ENCINITAS FIRE PROTECTION DISTRICT B CONTRACTOR SHALL PERF -ORM SELECTIVE PRIM" AND AND REWAL OF . 11. EXISTING VEGETATION N TINS AREA PER DIRECTION OF THE CITY, ` BY: N N N 01 DATE- •u v A to r GRAPHIC SCALE COMMUNITY DEVELOPMENT COMMUNITY SERVICES d�uK, 40 20 0 20 40 �i � APPROVED DA APPROVED BY: DATE. ° z N _�' DESIGNED aY DRAWN BY CHECKED BY RAW D RAWING G N O . J REVISIONS SAN DIEGO DEPARTMENT OF DESCRIPTION PLANS PREPARED UNDER THE SUPERVISION OF APPROVED DATE REFERENCES DATE BENCHMARK SCAL SAN DIEGUITO WATER DISTRICT _ _ _ APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT D tM �� TOP OF BRASS DISK RECOMMENDED APPROVED ENVIRONMENT HEALTH IN WELL MONUMENT. HORIZONTAL BY: _ LOCATION: STA• 64+24 EL CAMINO REAL DATE: Z� _ � ENCINITAS RANCH -�- LOT 12 72 � RECORDED FROM: S.D. CO. VERTICAL 2 BY: Y. CONTROL PAGE 105 VERTICAL DATE: APPROVED DATE: ELEVATION: 0.20 DATUM: M.S.L. SIGNATURE EXPIRES 2 YEARS FROM 04 EXP. 6 - 30 -03 DATE: Z- DATE: ��3T D �-- WORK PROJECT NO. T. M. NO SHEET 15 OF 19 1 PLANTM NOTES REFIB? TO PLANTING SPEC'FiCA 1ONIS AND DETAILS FOR SOIL PREPARATION; FERTLIZATiON; k4JX3 -NG AND OTHM PLANING t4201AAATUR I NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCENIIENT OF 3 WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. � � f '• 4 GE ED OF PLMVTiVQ AABA 5 3 • VERIFY ALL EMSTNG AND ELEVATIONS BEFORE PROCEEDING • NTH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHIOLI.D FIELD CONDITIONS • VARY FQOM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES N THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FiLD � I I�I�I •''~ E31i91 I I CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTS DRAWINGS OR INSTRUCTION q .� b SHALL. BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSN FULL RESPONSiBILITY 5 FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. b 4 —• • • • • • • b / LOCATE ALL EXISTING UTILITIES V -IIET ER SHOWN HEREON OR NOT AND PROTECT THEM 1 FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL I I x ROOT • • • • • • RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT N CONJUNCTION WITH ( I D I A DAMAGED URti'E�. 2 x DIROOTB A . � LOCATION OF N.I.C. CONSTRUCTION ELEMENT SUCH AS LIGHTS, SiGNS, VENTS HYDRANTS, LEGEND TRANSFORMERS, ETC ARE APPROXIMATE NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY LEGEND 0 5HRUB OR ViNE PER PLAN. 0 1 09CLIAL SHOULD THE LOCATION OF THESE ITEMS IN I ERFB?E WiTH THE PROPER EXECUTION OF WORK. (D EXISTi1V6 SLOPES. Q EARTI•I WAT1 =RiNG BASIN (RAKE OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BEPMS FROM ON - SITE SMOOTH PRIOR TO S®IN6 IN EXCAVATIONS. SHOULD IMPORT SOL BE NECESSARY, SUBMIT IMPORT SOL TESTING RESULTS INSTALL C NETTING • Cllr FILL PORTIONS OF HYDROSEED ,RREAS, AT ET OF W FOR APPROVAL PRIOR TO IMPORTATION SOIL SHALL. BE SANDY LOAM CONTAINING NO SLOPE ro C ONTROL I�OSION. PLANT t5 PERIOD OF CHEMICALS OR ELEMENTS V"CH MAY WIBIT OR RETARD NORMAL PLANT SF uB� OR VINE PER PLAN. FOR ALL REMAININcs BASINS). QQ FINISH GRAVE. GROWTH. O LET GROM�� OF 51•iRLJB I' MOVE EXfST1NG SLOPE AFTER ROUGH GRADES HAVE BEEN ES TABLISHED N AREAS, HAVE SOL SAMPLES o N" . ROOTBALL (SET c.ROrw +1 • TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION HAVE SAMPLES TESTED BY Q cur INTO SLOPE a FILL A5 REGIUIRED To CREATE ABOVE FINISH GRADE). a All 9i• R PLMVTED AT BQ1AL BUTLER MILL (619)263-68 FOR SOIL F�TLITY, AGRICI�TU? SUTABILITY TEST AND LEV1g BASIN. EARTH WATFRIN6 BASIN. SPACING (TRIAN6lLA{� lN-ESS Of�$?1NiS1c NDICAl!'!D MAEi�DATIONS. TAKE TWO SAMPLES AT EACH LOCATION= (b Os COMPACTED dAOKFtu. MIX (PER ON �'�' SEE ��D FM �A� SOIL PREPARATION RECO� Q USE EXISTING SOIL TO CREATE LEVEL PLANTING PIT PI-ANTIN6 SPECS./NOTES). Q GROUND LEVEL TO 10' DEEP, (2) 24' TO 36' DEEP. EACH SAMPLE SHALL CONTAIN a WATERING BASIN. a UWDISTUROM NATIVE SOIL. APPROXIMATELY I QUART OF SOL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL. iaOOTBALL o PREPARATION AND BACK FILL MIX TO CONFORM TO Ti-ESE RECOMMENDATIONS RATIONS ONLY O UPON RECEIPT OF WRITTEN C"ANGE ORDER FROM OWNER. SUBMIT SOIL REPORT TO O C.01- PACTED BACKFILL MIX (PER PLAN'1'INS LANDSCAPE ARCHITECT PRIOR TO PLANTING. F LOCATIONS FOR SOILS TEST ARE NOT 0 FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAD LOCATIONS PRIOR TO BEGIN NW� ANY WORK QQ UNDt5T11 om NATIVE SOIL. REV. +o /22/02 Ri=V= I0/22i02 KILL AND REMOVE ALL EXISTING WEEDS FROM HYDROSEED AREAS AS FOLLOWS PRiOR TO HYDROSEED APPLICATION, WATER AREAS SLFFICENiLY FOR A MN. OF 14 DAYS TO SHRUB PLANTING (SLOPE) SHRUB PLANTING z GERMINATE WEEDS PRIOR TO APPLICATION OF A CITY APPROVED CONTACT HIERBICIDE P=2 CITY OF ENCINITAS Standard Detail P-1 A S NR U B AND G R O U N D C O V E R SPACING OBTAIN REVIEW AND APPROVAL OF ADEQUATE WEED GERMINATION FROM CiTY CITY OF ENCINITAS Standard Detail INSPECTOR APPLY CONTACT HERBICIDE PER er THE RECOMMENDATIONS OF THE Community Services Deparbnrt NO SCALE Community Services Department NO SCALE CITY/L ICED PEST CONTROL AGENT. REPEAT ABOVE QEFt RENCIED PROCEDURE AS D:-CET NCINITAS DETM.sSNIbSOM-OWO SAM1 DVErA"WNCIWAS DEr t.aw SAW1 RE XJPED ANDS DEIFRMINEE D BY CITY INSPECTOR. REMOVE OR TREAT WEEDS AS NECESSARY THROUGHOUT ENTIRE MAINTENANCE PERIOD TO ENCOLRAGE OPTIMAL ESTABLISHIVENT OF HYDROSEED MIXES. - REFER TO SPECIFICATIONS FOR PRE EMERGANIT APPLICATION N ALL NON HYDROSEED AREAS. 1 1 1 ASSURE POSiTNE DRAINAGE N ALL PLANTING AREAS, 2% N94M M. LLJ LOCATE AND TAG ALL flI..ANT MATERIAL. MATERIAL SHALL BE N CONFORMANCE WRH o o PLANTING PLAN DE rrIONIS AND SPECIFICATIONS. ALL PLANT MATERIAL IB SUBJECT TO REVIEW AND APPROVAL POOR TO INSTALLATION, PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT W"- M 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL. INCLUDE A PERSON FOR SCALE PURPOSES. • ' z • ' .; :. : Q LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATS21AL ••�. 10 DELIVERED TO THE SITE MAY BE REJECTED BASED ON L"EALTHFLL APPEARANCE OR NON - n Z CONFORMANCE WiTH SPECIFICATIONS EVEN F PREVIOUSLY REVIEWED BY THE LANDSCAPE II ARCHITECT OR OWNER. - Q n ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. n q - FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE - OWNER'S AUTHORIZED REPRESENTATIVE. 4 5 PLANTING CIUANTiTES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND \ SPECIFIED SPACING SHALL TAKE PRECEDENCE. 2 AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SWI JB AND /OR 3 2 GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE -HALF THE SPECIFIED ON CBNITE? SPACING. q b INSTALL GROUND COVER AND /OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OT►- ERWISE INDICATED. n PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT I GALLON AND n 5 — — — — i 2 x ROOT5;LL I LARGER PER SPECIFICATIONS. _ — 4 b VIA. LEGEND 101 FOR ALL TREES WiTHN 5' OF CONCRETE / D.GJ A.C. PAVING INSTALL A 24' LINEAL 2 x ROOTBALL t \ ROOT BARRIER AVAILABLE FROM DEEP ROOT 1 766 - 8835 MODEL.. sal B24 -2 o EXISTING SLOPE. 1zOOTeAI -L-• �` — EST, 0 MATERIAL 10' MN. BEYOND TREE PLANTING N BOTH DIRECTIONS ALONG PAVING EDGE. LEGEND PLANTING NI WATER BARBER JOINTS SHALL OVERLAP A K94MUNM OF 6' AND BE SEALED WITH A s tuTE LOPE • TO cur a Flu. co . MPAC BAG OT ICFiLL Mix MM R A DOUBLE ROW OF MANUFACTURERS SEALANT TAPE. SEAL BARR6? TOP TO ADJACENT Ot T REE PER PLAN. O UNDISTURBED NATIVE SOIL. Of O PORTIOt, INSTALL . Lg COPE CONTROL EROSION SPECS /NOT>r5). f PAVING WiTH A BEAD OF SILICONE SEALANT O EARTH WATERING BASIN OtAKE SMOOTH Q TRIM TOP OF STAKE'S DHOW LOVC!ST O O PRIOR TO SEEDING IN HYDROSEED AREAS; BRANCHES TO PREVENT DAMAGE. 3 TtR� PER PLAN. tl UNDISTURBED NATIVE SOIL. ALL CAVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT TRIM, SMOOTH AND • Ism OF PLANT ESTABLISHMENT PERIOD 0 SET Cfto M OF TREE Is ABOVE EXISTING 10 TRIM TOP OF STAKES eELOW LOrE5T UNIFORM. ALL RHr1AiMIN6 BASINS). © GROE�6 TiE sETYt mN STAKE a TREE PER SLOPE �� BRANCHES TO PREVENT DAMAGE. PLANTING 'SPFLSJNOTES. REMOVE ALL NI-RSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION 0 FINfSh ��• !i 2• VIA. X 10' L.ON& LODGE POLE STAKES Q GuT INTO SLOPE a FILL AS IrC,Iumm TO tt cpos. TiE 9BT�N STAKE a TREE Pm OADSCAft UPON PROVIDING SUPPORT PER PLAN. o CREATE LEVEL BA51N. INSTALL EARTH PLANTING S p O R,OOTBALL (SET GROMW •1i" ADOVE FINISH (INSTALL W1VM THAN ROOTBALL). WATERING BASIN. uc. t,e LIST ON THE PLANT MATERIAL GUARANTEE ALL EXISTING TREES THAT HAVE HAD WORK ��) tz 2" VIA. x 10' LONG LOOSE POLE STAKES Q USE ExIST REATE LEVEL WI iNG SOIL TO C (INSTALL DER THAN ROOTBALIJ. PERFORMED WITHIN 6 OF TRUNK. 0 COMPACTED BACKPILL MIX (PER PLANTING PIT a Y'lATERIN6 BASIN. REV: 10/22/02 R ) PALMS - ANY PALMS INDICATED ON THE PLANS SHALL. BE FU PN 314M BY THE CONTRACTOR PLANTtNb sPSCSYNOT>c5). ✓ Iv 7 �cj IN A ! T12LJW CONDITION UNLESS NOTED OTHERWISE OR INDICATED BY THE TREE PLANTING (SLOPE) LANDSCAPE ARCHITECT TREE PLANTING P=3 P=4 ,� DATE \ ,� DURING THE LENGTH OF THE GUARANTEE PERIOD BE RESPONSIBLE FOR PROPER STAKING CITY OF ENCINITAS Standard Detail 140 �� C i Y OF SENNCIINI Standard Detail NO o� c►� � AND /OR GUYING OF TEE RS TO ENSURE STABILITY. Communky Services Department D 1DETAILSIENCINiTAB OETALMTmw.dwg 644 D:IDETAILSIENCINITAS DETAILS1Trn.S".dwg &'WI ENCINITAS FIRE PROTECTION DISTRICT MACH ALL LANDSCAPE AREAS (EXCLLIDI G TURF) HAVING LESS THAN A 21 SLOPE VHTH A 3' DEEP LAYER OF MEDIUM GRID M LLCHI' AT THE CONCLUSION OF PLANTING OPERATIONS. BY: . � 1'V fV DATE: W w V1 •� ►+ C COMMUNITY DEVELOPMENT COMMUNITY SERVICES �r r.ww� < v U% mom APPROVED BY: CATE: APPROVED BY: DATE: < N REVISIONS APPROVED DATE REFERENCES DATE NCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED Br oRAwN C HECK ED W APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. J A BE��,�, SAN DIEGO DEPARTMENT OF DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED _ ENVIRONM TAL/'HEALTH IN WELL MONUMENT. HORIZONTAL BY: 7297 LOCATION: STA. 64 +24 EL CAMINO RIBA! DATE ENC /N /T,4 S R.4 NCH -�- LOT � 2 BY: k P/ 121 ` RECORDED FROM: S.D. CO. VERTICAL 2145 - L J CONTROL PAGE 105 VERTICAL DATE: R.L.A. N0. DATE: DATE: !Z-� ��: APPROVED 13Y: GATE ELEVATION: 120 .20 DATUM: SIGNATURE SIGNATURE EXPIRES 2 YEARS FROM A4 EXP. 6 -30 -03 - T� T WORK PROJECT NO. T.M. NO SHEET 16 OF 7 9 O 1 000 (SAL REC E1v1BYTS o . Test dl pressure fines under hyd•oswl pressure of 150 Pau per ware N . Tree Stakes' Qersr to Drawings for appropral typWoonci ton) $ . PVC oonstant pressure main Ire I - i / 2 inches and .,clan Solvent weld inch. and prove watertight . Sustain press re k Anse for not less than two A . Comroctar% per, pint , PVC Class 200 , Sohsdule 0 where lnc1C d . (2) hours . It lease develop . replace pinta and repeat test urn" entire I Copper Naphflhanafe Green Color srpregrhated Lodge Pole Pkw I Except as spedfloaMp noted. provide and pay for 9. PVC Intermittent preserve 17 we cut* Solvent weld job, PVC Class 200, system I. proven W&Wt gnt . 0. 10 feet long for 5 gallon and 15 parson . a. Labor, motev a equrpi nwnt . SdwKk is 40 where Indicated. d. Prom" toot d piping naiad Paved areas under hydrostatic pressure of 150 b . 12 feet long tar 24 boa and larger. b. Toole, construction equipment and machinery 10. PVC fltttngn PVC schedule 40 Solvent weld and too" maUfOct red . or ponds Per oquore inch and prove watertig t . prior to paying . 2. Steel POO Stakes 0. Waled , heat, and ut"es rec" for tonstruonon . Schedule 40 with rtbtw pint • e . AI ostatlo testa shall be mode only k the presence of the I.crhdroaps 0. 2' (2-3/8' O . D .) Schedule 40 polvar�tzed steel pipe. f Do not - with Paint flat block . hhyy�� r e pr esentative o the Owner . b . I O+ 6' A rchitect a other autho epr kxg cap d . Other fadNtleo and services necessary for duty proper execution and oomPletbn of Work . F . PVC PIP►h0 place bgokitM until testa trove been approved . 3 . Tres Ties 2. Ploy 1 e9dy recluk .dies , consumer, and use th>xee f . Furnish necessary taros pwv aid al other teat equipment . I instal PVC Pbstb PrPe and fltfkhpS below prods • a. sroe atdcr Chop - Tie as maxufoohred by V.I.T. Can,pahy . 3. Secure and pay for . as necessary for proper odW Will 2 . PVC ppe, NFS- approved Type 1. Grads I compound conforming f0 C Ern completion of each phase of work, toot k=ind e system to exeoRlon and of Work and d oppNOabke meet alto requirements. b . Doble otcoe' Twletaoe as rfhorxunoottred by V.I.T. Company . 1784. ASTM D 4. The entire led SYetem snail be under toil wtomhaflc operation for a Period O. Vine Ties r of +Prfd �� at two of ql� eoept 0. pandl . 3. PVC Schedule 40 and Schedule 80 ppe' ASTM D 1 7 85 and ASTM D 2 4 6 6. period of seven (7) dogs prior to POOM . The Landscape Architect reserves b . Government tees . I Clear plastic also wtih eye to receive preen pkartic covered vine ties. Soot" o . Licenses. 4. PVC Class 160, Crass 200, and Class 3 15 solvent weld aid Ring -TIM 4 . Give roquared not inns rig to waive or snorters ttw operation period . ices . Pipe' ASTM D 2 2 4 1 . P. Condit Seal P . F•iwrbloldes with approved adhesive. Sock" a. Non- hadining , Putty nbber oompoette , thunb grade Sealer Preetosed 5. Comply with codes , ordfanoes , rules, regutaiton. , 5. PVC Solvent osmenf+ ASTM D 2564. G5saters Inc . model x 1003 seder) I . Pro en a gent and/or contact herbicides to be provided and append any cc order and ather kMd requlremerrts of public oithortttes per the r of a likened pest control agent . wtioh bear On pertormharnoe of Work . Nothing In 6. LNR-PVC 13row " Me" Wye acbd for, an - grade pipe shall be LNR-PVC these Drawings or Speolrlcations is to be oon&ued to pipe anchored s 10 toot intervals . a *1 as per mharhuufochrerb reotmendcftfar . 02 950 LANDSCAPE PLANTING permit work not conforming to these modes. A. Soil SuitobMftY and FertlMfy Analyses Report a. Hydraft Seeding MaterloW 6. Promptly a&W written noltoe to Landscope Architect of observed vartarroe G. Gals Valves and Volvo Boxes I . In oddltla to fines. doormerft , comply wtih the r Of the 1 . Fibers Cellulose fiber . Conwed Hydro Mulch or Sava Fiber. of Co rtroat Documents from ISO requirement.. in the event that no notice Soil Suitability aid Fertility A clysee Report. as directed by the Owner. M provided. Qxwocta aid assure responelloRty for any Work performed I Use Oois valves of the sane site as tthe pipe Ikiee h which th ore Installed . 2 . Ferttilzen B-3-2 plus 3% Fe s t o�ower�ls . *0 M contrary to such requlrertherrta . 2. Where no soil. report k available. obtain an agronmn oetrb .oM test after 2. For stze. 2 Inches aid smaller 150 pond sotnxAed steam 101 brass body - rough trading has boon completed. Sot test aholl be mode by the ButleA 3. Organic Sol Stabil" Ecology COntrcls M -IrKder . B. Coniract Limits ASTM B 62, screw pint., non - rising stem screwed bonnet, solid dlso, mnaMeable Millis irnc . , San Diego. CA (6 1 9) 263-6 1 8 I of the Owner% expense . These documents or* not Mended to set snits between If unless specifically so Iran • teal horde or hor dwhesl . Send copy of the BON report and r emnownendollcre to the Landsocpe staled . The Owner will deter ni, wtvt work will be done and by wthom . Architect . Report shots Include specft r for 3 . For sine. 2-1/2 hdhss and WW 200 pou O . W . G . , tan body - 0. Soil ansndrthe I , f ertilizer aid oherniod oondfloner appeoation rates R . Sol Preparation Mb� C . VerffkrOttah' ASTM A 1 2 6 Class B, fudged louts, non -rising stem, bolted bonnet, double also tm% equipped with square operating nut. b . Plant pit prepar l . For ktil mix d turf and grand Dover ar ea (exoludg o .lopes ver 3' 1) . The Owner aid the Contractors std visit and Inspect the alto ad fa filial c . Auger tale requirements (where appNoable) . themselves with We oem KI tons , and stud cum y tow documents fully before cu eehg to 4. Provide two operating keys tar valves burled 18 hciee or deeper . d . Post- pladtp mahterwhce fertilization. 2 . Mixture Per 1000 S. F . work an the b Proot . That OQeernent to work an the b vtee b consitt Boxes Look lid type, odlustabte 8 horns. I . D . oorx>rete Sleeve with B. Quality Aasra cW a . 6 atblo yards s nitrogen etobMzed orgcrie amendrherrt . V verification that have q shaded the SitW aid documents the documents . 5. Valve b . 15 Pa oast ton Ad in paved areas . Piastic with bolt dawn Id In Planted areas . AN I . Finnan plant no1ei m certified by State or Federal Department of C. 200 poun ds agraulttrd gypsum and be mar 12-12- us, commercial fertilizer. With Inv T?VC' or ' respectively, with oarrhol station b Agriculture to be free from hazardous eets or apparent disease . • z ked O . Occkr um nents numbers for ooMrot valves stencil k an ed � white valve cover. . 2 . Furrisi n plant ma terdr khs pecte kd by Landscape Architect at the growing We S . BodctMl Sots MW 1 The p are nee T schsmiotlo and do not he Dra wings, Speditoolic; . a i d Addenda are N W. Bodkfbw Proven k" does t ot preclude right offrelecfion of ooro vctlon sit 1 i 19 alt e an at growing site I TopsoA• Q11s trrport topsoil when requi by Solt report) O oo tiatlono . _ f The Draw -- . S s cal for and y am mast always be y l . . C . ttair 6 Pis by volume . Lin type as Indicated an the Drawings . 2. O m Orga aendment' 4 Parts by volume . 2. Do rot soda tram the Drowhhge . 2. As plph an g between point of correction d backfbw prevenflm unit to be of 1 ' Sol , � or o ne � d Sped eliveries. �' °t 3. Aarttorm fa tftzee table! m req uired otel as re by local code aWor County Heath Department • - 3 gallon pla _ En as . Omissions, Discrepancies, a Adverse Conditions 2 � e purify gemw r rotton • . A° Statement of oorrposttlon , b per each e o 5 5 0cbn nt 4 E . E tableta • U i . Check Naives VA w, a. of , arnissions or In the conditions apperont , bring torn to *0 or adverse Ann -dick valves shag be of heavy wty virgin PVC or brass oonefivatton with c . per each I gallon plant - 1 tablet . 1 0 . Product Delivery. Storage and Hax" d . box trees - I tablet per I / 2' trunk calker . Of the Owner. F.I.P. thread Inlet and outlet. Mal Pats shot be field adk~ a9alntt ca dtia . or any errors. water when It the G . P . M . preset by fit n T . Preparatla 2 . Tins Owner and k*riedlatey. . and h wrttMp , bring to the attention of the d'�tt * 5 to 40 feet of head. The anti n valve. where hdioated on 1 Deliver k _ Or u alysisad , containers bearing pksns . shall have an ercoeeI flow fool" vin" will wiomanoally stop the flow of aiemcai analysis , i V trodemak and erity that final Qods. hove been eefablteihed prior to begin, Plarnng apercAb ns Landscape Architect any adverse lob a Sane exceeds whutWt rer . The, afn-drain oantorrixnce to State law . a.ftel n . o dis crepancies In the d or other londsoope ar valve Shall wiom wnodly reset itself when the water prIl"" Is relieved . Antt-drain l r 2 . Deliver plant moterld wtih Iegble Identttioation labels . 2 . Do not w ork o wh en winen content k mo glean that e In U services. Thom not so repot 1 renci to respondAly of the Owner . and excess flow valve The Laidsome Architect Is necessarily responsible for tthOee that ore or approved e4+af shd be MmMar to the Vdcan ADV -XS , Rahbtd SM- i root bail or deesioation of leaves . moisture ort � for P��1In0 M so dry trot dart will f h the air as, tio 3. Protect plant mater" drug delivery and while on one to prevent damage to that clods will not break readily • Apply water as required to provide Idea of F . Changes 4. and Protect plan ma t e ri a l not to be Panted wttihIn tort hours Of 3. excavation to a Iep" and D orrott c a k� no a" to LLJ J . Contra Wiring s dsoofie Architect of of anges In the job aid pay an I . Use dieot bard oapoe wire AWG-U . F . 600 volt for corrections between the Owner . The Owner s,d nottfy Mw La n the LadsOgae Ardifeet% an alysis Of the ohomgM and/or far dhahging the outaranc oontroiter and the electric ocntrcl valves . No wire size lea 5 . Remove trt000ept�te plant rthcttertd from pip efts Mnedlofeh • 4 . Make all MI arsaa smooth even and with fkNh ?odes I ' below t o surface 0 J extra tee tar the y than x14. Lire block color wire for pilot , white for oorrSnon . E . Job �, of walks , paved areas and orbs and slightly lees than flush with a" ba" . manholes , deahouts . valve boxes Ord Shrilar feat res . G � , 2. 12 0 volt wtW std be per local code as to type and quality . I . Perform actuot pla,1k only when weather and sail conditions are Suitable 5. Cultivate oil areas to be Planed (except Hope. g'eorar than 3 to a depth 3 . Install wiring clang some route as preseve Supply a katerd lines wherever poaelbie . In accordance with k)oafty accept obfe Pact of at least 6' so that the sots Is boss and friable . For the top 2' of sal h d Follow mautooft"et P A .Ied drecflone and delaled drawings In all c rune where F . Subs"full hey the manufacturer of artioles used h tins Work furnishes dteetiorr covering points 4. Where mad than ens wire Is Pfd in c trench tape wiring together of fen rrtervaM m igh t be arW a ht i ndranoe to planting and mndritenahoe t . remove all micros roots and other dsleterlauo not Shown in the Drawings or described h the Specifications. i . Subefnute Plant 'rater" for the kdi rot ooted plant mole will riot be permitted ! be . toot I . u ien VedrooilV approved h writing by the Laxtocpe Architect . 6 F broadcast and lhoraugty koorporafe to a 1.1. Subs"futiorw 5. Pro Mde an erparbn out wtltnkn If. test of each wire connection. depth ploni of d' � cane is by moons of rotottlier or accepted 9". Mole tols not sown all oonst or herein Shall as the Owner . 6 . Mace spNres with Soctch -.ok x 35 7 7 Cameotar Sealing Pocks or Par -TIN G . Guarantee' U. Plar"V boxed ki fiel gown o w W trees t 1 and oW h an *accept I Do not ocr bfe . , mnenoe pi irrill t M fuctlon work, grading, sot V Substitutions m be ver wrtthp by the Owne � �e not �Use one sPlloe Per connector oedti0 Pods • Fwd I . Guarantee d .picas, d � ►a and k �� htitdianon tow bee n oompletee . I. Moterkls ad the Work upright poentan' for a period of arse year after completion of the Specified K . Sprtncbr �bvds' mahtenanoe Period and " coo sptaoe . Definition of live aid glow' land m I Store oterols to prevent vandolmm or delerlaatlon d a on directed be 'coceptable , upright poellia Shall mean that the tree must. dring the 2. When Want material IS spooed In row* verity fins Owner . antee peiod . sustain a hedfhy aid appearance If �vtipp�orrotut . the tree , to ford dmerrlon and apace 2 . Protect e roterloh before , during. and otter Inekllotlon . I . lbe sprhnder teas of the sums S type, and Same rate of preolplickv with the this guarantee p , does not aurficn this appearance remove ad punts x, p within the deMgnorfed area . plait mharterbl N crown h p Sr i a rarhdorn parts, . apace the material as shown In the Drawings and as ocn�guots 0104tl Q . stnu5tkr 1 directed by the Landscape Architect. . Space ground cover Planting as IK1001 d donated (or rocks) of throw. Pressu e . and discharge as Shawn an the Drawhhgs . replacde Ittgewl> o o tr scrod t the as i � a on o r . J . man 2 . AI sprinkler heads of the same type to be of the sane Ma ufacturer . ding replacement operations . k a random Pottem and not k Strdgrt rkwra Each contractor Shall also his work. odlocent work attecled by ti cottoi , aid ins 2. Cworantee all sod and 00,1000 plant moierlol up and 3. Excavate Plant pits as Indicated an Drowtgs . work area as erected ad to the saMetoctbn of the Owner. L. Water Stpply i b alze as o ownh and health far o period of 9� days otter 4 . Pravids gown Algid auger drilled drohnogo saps ford ties pit* as I . System dselp I. based on m it. u, operating txeesre shown at each Point of of the apec�ried maintenance perod and find 000eptahoe . indicated an the Drawhgr . See Flan detaea for number and Sire . 02 200 EARTI - M/OW connection Maximu n GPM demand Specified . Verity all pressure on site prior to 3. Remove and repla al guar anteed plant male td fo r whic for afy reason and/or a In addition to tthere doc caniPiy with aMl Structural engneerh g too t R � of �� fw 5 . Set Warta h Pla di d» so that lase bear the .amine den p it n to rod revs, when oorrtrtuctbn . 6. BodktlN Wart pit w"h apecMeO mix . Badk li lt with soil n* to half Its depth and water thoraugiy . Bookfil remainder of Wt with moll mix . Fhm doamerffa , kcludng to coils report. as dratted by tine Owner . M . Eleetrtoai SupPM provide am" down . 9lkrinafkg all air pkxikefa . Do not pack . Form a scow bash N . Plot EatcbMSnieft Perioc! around plant to hold enough water to saturate the root ball and bodkfM . A . Dust, 1 120 volt eboMoal Power Ouullef for outoniotb ocntroiler to be provided by alined, • plants in Immedla►ely otter Wanttrg . Moisten s to oomtrd dust to Owner% sanefaclict . Mace required elech loal connection of automatic oontroW to outlet. r 0 ra acceptance don th b e con Oel before the Landscape Architect will 7 . Water al pater Akants a with ba tely sail Mx To within 2' of top . B. Finish Gradhhpf N. hrtoeatlar I . TOpeco 8 • k afl as t oche tl neat ad pr , bl app avioe � I Toleronoes O. 1 toot of the hA glde coted a . I . PMor to all work of this swilon . carefully kspeot the hetoNed work of all oil be 2. Make finish gro a smooth . uniform, and free of cbruPt gods charges and trades and verity that all such work Is oomptete to the Point whom this hefdtanan I . LIn natural trtalbke wN of the n , tree *= n lumps . clay , toxic deprsee" to here Sumacs drainage . may Property com manc+e . Substances , sticks. debris. ve tio n , stones over one Inch In r i ft nkm V . Staking of Trees dimension. and containing no decomposed stone , Salts, recd . herbicides 3. S trades away tram bulks at 1148 (2%) m li lnun elope for at lets! 2. Verify thoi the krlgotlon syNern will be I a! in strict c000rdahce with d or noxious woods. I . Double stake five foot from bJldngs • C ill it codes and tk]ne , the origr hld design , the rgWenced Standards, aid the mhaxufoctu ery reoorifrnendatlons . 2 . Silt Plus clay content not to exceed 1 5 by welgrt . o . Set tress h Warn Wt , drive one lodgepole tree .talcs to firm Boll nut 02 44 1 LANDSCAPE iRRK'ATCN SYSTEM 3. Verify all field oo xglkx including property lines. rights of way tract boundaries, to the root ball an each skis Ord bockril Wt with prepar .oil mix ed . A . Explakotlon of Drawkgs easo comp of ntS , aid any bpd a successful physic l Slow! as recOrOd for the success 3 . Boron Oantent not to exceed 1 PPM as ,scared by the aakrafkon extract . b. Sears free to stakes with 'TwM�rooe' per mnaxufacftrerb 4. Sodrn absorption ratio (SAR) not to exceed six aid the eleahk:d otnductivny Due to the node of the Duo" . ti M not is C Ns to indicate d Offsets , MI!! , 4. Tr e id of tins saturation extract not to exceed 3 .0 mMMmols. Per centimeter W. Plarhtlnp Rooted CL"" Meovee ad all components which may be required. Carefully investigate o structural 0. Prcwmo a mnlnknm of eighteen rnotnes cover for d pressure supply lines. at 25 degrees oentiQode . conditions . lines. oo ondtbro offeotlng fine work and plan work c000rdkgy. . Finish such fltthhgo b. Provide a n*#rxm of twelve Inches cover for ail intermittent Press" 10161 I t ANow d plant mdtertda rp time f as f stock an Warn N remain o d finish o and mpa ww rl as may be required to meet such 5 . ingot toPmoil' Furnhh and hrtON Pe► r Of soils report . the flats t until tens for tall pla . Provide suffic from re Provide a mtrimcrrn of eighteen Indies cover for all control wiring. Pl floc sail s la thohr .oil does not tail apart when of plan s lamttng n from the flat . c . Prov Drawings as genera diagra nalic and hdloa" of the worts to be IrW . hm ON J ' �Oc* Amnendmenh Insur a m d et rbo nce t oo f or to � 7k» aoa in a mha,ner than will the work in such a manner as to avoid confMcts between hrtgatia Systems. Pkanthp . d. Do not bocdal 1, a 01lDm UM all required tests ors NoText NoText