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2000-6287B I (Plans) NCINITAS RANCH MONUM NTATION QUAIL GARD NS DR LVD CITY OF ENCINITAS, CALIFORNIA, DRAWINGS PREPARED FOR: CORNERSTONE COMMUNITIES S HEET INDEX SAN DIEGO, CALIFORNIA Ti.E SHEET DRAWINGS PREPARED BY: LANDSCAPE GRADING PLAN 2 LANDSCAPE CONSTRUCTION PLAN 3 „ LANDSCAPE CONSTRUCTION DETAILS 4 IRRIGATION PLAN 5 I v Y IRRIGATION DETAILS 6 -9 LANDSCAPE ARCHITECTS INC LANDSCAPE PLANTING PLAN 10 .- + LANDSCAPE PLANTING DETAILS 11 434 West Cedar St. Ste. 300 --. San Diego, California 92101 LANDSCAPE SPECIFICATIONS 12- 14 619.235.5360 619.235.5369 fax `7 t ABBREVIATIONS /SYMBOLS GENERAL NOTES KEY MAP RECYCLED WATER STANDARD PLAN NOTES I• (SAN DIEGO DEH) } i AT DIAMETER OR ROUND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE OLIVENHAIN MUNICIPAL WATER CENTER LINE DISTRICT'S RULES AND REGULATIONS. NUMBER VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE A.C. ASPHATIC CONCRETE WORK. NOTIFY LANDSCAPE ARCHITECT /OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD PROTECTED AGAINST CONTACT NTH RECYCLED WATER SPRAY, MIST, OR RUNOFF. A/C AIR CONDITIONING HELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE ARCH ARCHITECTURAL /ARCHITECT BEST EXTENT POSSIBLE PONDING, RUN -OFF, OVER -SPRAY AND MISTING. I B.C. BOTTOM OF CURB DO NOT SCALE DRAWINGS. B.S. BOTTOM OF STEP 4. HOSE BIBS ARE STRICTLY PROHIBITED BLDG. BUILDING ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST C.B. CATCH BASIN BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE 5. CROSS - CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER ONES C.F. CUBIC FOOT PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS ARE STRICTLY PROHIBITED. C.M.U. CONCRETE MASONRY UNIT AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL CONC. CONCRETE BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE OF THE SAiN DIEGITO WATER DISTRICT. CTR. CENTER REQUIREMENTS OF THE CODE AND THE DRAWINGS V 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGITO WATER 08L. DOUBLE - DIA. DIAMETER REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE DISTRICT'S RULES AND REGULATIONS. W DN. DOWN APPLICATION OF SUCH DETAIL OR DRAWINGS. 8. HOURS FOR IRRIGATION WITH - RECYCLED WATER ARE FROM 10:00PM TP 6:OOAM. THE > DOUG. FiR DOUGLAS FIR HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED Ul) I m DR DOOR DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED V-1 p J DS DOWN SPOUT SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS TERTIARY RECYCLED WATER SHALL BE BE UNDER THE SUPERVISION OF THE DESIGNATED DWG DRAWING SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THiS WORK. THE CONTRACTOR SHALL ASSUME USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED E EAST FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:OOPM AND 6:OOAM. Q I E.J. EXPANSION JOINT DISCREPANCIES. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET THE SAN DIEGITO WATER ENG, ENGINEER DISTRICT'S RULES AND REGULATIONS' v EQ. EQUAL GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND Z aC .. EQUIP. EQUIPMENT SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 10. NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED — FG FINISH GRADE- WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION FS FINISH SURFACE THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR FT. FOOT OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL SYSTEM OPERATION, IS STRICTLY PROHIBITED. GA CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE GGALV GAL VANIZED GA FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OVER- SPRAYING ON SIDEWALKS, STREETS, AND NON - DESIGNATED AREAS, ! H.B. HOSE BIB OBSERVATIONS VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE HORIZ. HORIZONTAL ON RECYCLED WATER DISTRIBUTION SYSTEMS PER SAN DIEGITO WATER DISTRICT'S HT. HEIGHT CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSi 11UTY OF THE RULES AND REGULATIONS. { MAX. MAXIMUM GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS MFR. MANUFACTURE ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED 13 ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE p I INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BOXES, ECT.) SHALL BE COLOR - CODED PURLS PER A A GUIDELINES AND SECTION Q r MH MANHOLE 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. O MIN. MINIMUM PROJECT N BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER � MO MISCELLANEOUS PERFORMED TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, 'NON - POTABLE OR SITE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH RECYCLED WATER,'COLOR -CODED (PURPLE) AND LAND WITH WARNING TAPE AND N NORTH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERAL STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGITO Z NCN NO C NAME NIC NOT IN C CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF WATER DISTRICTS RULES AND REGULATIONS. O X W N0. NUMBER CONSTRUCTION. 15. ON NEW SITE SYSTEMS (POST - METER). POTABLE WATER, CONSTANT PRESSURE NTS NOT TO SCALE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF 4 FEET APART Q D.C. ON CENTER A PROTECTION FENCE SHALL CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION LINES SHOULD BE PLACED A MINIMUM OF 4 FEET APART OR AS DIRECTED BY THE P.L. PROPERTY LINE CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. PROJECT ENGINEER AND /OR REGULATORY AGENCY. MEASUREMENTS SHALL BE . P.A. PLANTER AREA BETWEEN FENCING SURFACES, NOT PIPE CENTERLINES. , RAD. RADIUS 10- CONSTANT PRESSURE RECYCLED WATER LINES SHALL CRO55 AT LEAST 12' BELOW LEUCADIA BLVD ' MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REV. REVLON POTABLE WATER LINES, AND MAINTAIN AT LEAST TWELVE INCHES CROSSING RAID REDWOOD REGULATIONS. SEPARATION BETWEEN OTHER UTILITIES. SHT. SOUT T HE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS 17. IF CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTA ABOVE A FLORES SF SQUARE FOOT V S AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL PORTABLE WATER LINE OR LESS THAN 12' BELOW A POTABLE WATER LINE, THEN THE E SPEC. SPECIFICATION BE OF GOOD QUALITY. FREE FROM FAULTS AND DEFECTS. RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PASEO 0 SO. SQUARE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND /OR AS PER THE SAN DIEGITO WATER DISTRICT'S RULES AND REGULATIONS. STD. STANDARD EQUIPMENT SUPPLIED BY THE OWNER. 18. DEVELOPER /CONTRACTOR SHALL CONDUCT A CROSS- CONNECTION TEST AND T.C. TOP OF CURB COVERAGE TEST AS DIRECTED BY THE SAN DIEGITO WATER DISTRICT AND /OR T.G. TOP OF GRATE PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR Z T.S. TOP OF STEP AND AS REQUIRED BY THE UNIFORM BUILDING CODE 1985 EDITION. TO ANY USE OF RECYCLED WATER. T. W. TOP OF WALL 19. THE REQUIRED CROSS - CONNECTION INSPECTION SHALL BE DONE BY EITHER THE PROJECT DATA TYP• TYPICAL IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES SAN DIEGITO WATER DISTRICT AND/OR THE SAN DIEGE COUNTY DEPARTMENT VERT. VERTICAL WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL OF ENVIRONMENTAL HEALTH. COPIES OF THE INSPECTION REPORTS WALL BE FROWARDED W WEST CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE TO THE NON - INSPECTING PARTY. W/ WITH EXECUTION OF THIS WORK. U W.I. WROUGHT IRON 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER b0 NOT DRINK' SIGNS WT WEIGHT PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE SHALL BE CALLED OUT ON THE PLANS. ti SL SCORE LINE ELECTRICIAN. DRAi14UNE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEViNG• 21. WHEN RECYCLED WATER BECOMES AVAILABLE. AN ON -SITE USER SUPERVISOR SHALL BE OWNER 2 PIPING AND /OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. DESIGNATED IN WRITING. THE INDIVIDUAL SHALL BE FAMR AR WITH PLUMBING SYSTEMS WITHIN Q ALIT TYP THE PROPERTY, WITH THE BASK CONCEPTS OF BACKFLOw /CROSS - CONNECTION PROTECTION CORNERSTONE COMMUNITIES VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE 4365 EXECUTIVE DRIVE STE 600 ® REVISION INDICATION IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER NUMBERS SHALL BE PROVIDED TO THE SAN DIEGITO WATER DISTRICT AND /OR THE SAN DIEGO SAN DIEGO ' CA 92121 DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. Z SAIL FENCE IN CAS: OF EMERGENCY CONTACT JACK ROBS AT (8W)4W PHONE: (619) 458 -9700 J PLANTING CALL OUT (ON PLANTING PLAN ONLY) SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. NAME PHONE NUMBER FAX: (619 452-3600 At NUMBER CONTACT. JACK ROBSON THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVID WITH CURRENT LEGEND NUMBER DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS AFTER CONTACT JACK ROBSON AT (619) 518 -5105 s,' Q SECTION/ELEVATiON INDICATION NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE NAME PHONE NUMBER DETAIL NUMBER SHEET ALL LOCAL.. MUNICIPAL. COUNTY_ STATE REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER DECLARATION OF ARCHITECT OF WORK A FINISH SCHEDULE INDICATION WORK ARE HEREBY INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS TO BE CARRIED OUT WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON CIVIL ENGINEER I hearby declare that I am the licensed architect of work for this pro tt ❑ BY THE CONTRACTOR. THE PLANS J NA. VALVE CALL OUT (ON IRRIGATION PLAN ONLY) 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED SB &0 INC. that 1 have exer cised responsible charge Of O ver t he design Of the project VALVE NUMBER PROJECT PLANS CONFORM WITH CHAPTER 23.26 OF THE MUNICIPAL CODE. OUTDOOR EATING AREAS ON THiS SITE. as defined in section 6703 of the business and professional code, and 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS of THE PRESENCE of GALLONS PER MINUTE 3615 KEARNY VILLAROAD, SUITE 201- that the design is consistent with current standards. ~' .• Q SAN DIEGO CA 92123 •-�' '{ Z VALVE SIZE RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR ' ' IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING PHONE: (858) 560 -1141 1 understand that the check Of project drawings and specifications by the CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE FAX: (858) 560 -8157 City of Encinitas, the San Dieguito Water District and the County Son Die(p. INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. CONTACT: MARTY OHMSTEDE Department of Environmental Health Is confined to review only and does not relieve me, as-the landscape architect of work. of my responsibilities ci 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH for the project design. RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE. CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. Firm Name and Address: v I LANDSCAPE ARCHITECT IVY - Landscape Architects -Inc CQ �b uc. i ee 434 Cedar Street, Ste. 3 �, SAN DIEGO DEPARTMENT OF IVY LANDSCAPE ARCHITECTS INC San Diego CA 92104 o ENCINITAS FIRE PROTECTION DISTRICT COMMUNITY SERVICES ENVIRONMENTAL HEALTH COMMUNITY DEVELOPMENT 434 WEST CEDAR ST. STS. 300 (619) 23 - 0 (SIG TURE � �+ 1 1 , SAN- DIEGO, CA 92101 - E' ��,�.� � ^s,' `) PHONE: 619) 235 -5360 signature: Date: e'• 0 , / FAX: (619 235 -5369 M APPROVED 9Y: DATE: AP OVED BY: DATE: APPROVED BY: DATE CONTACT HAROLD MESTYANEK Harold E. � l �0i 4"k Registration 2 e 6 -02 , DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT APPROVALS- CITY OF ENCINITA ENGINEERI NG DEPARTMENT D RAWING N0. I DESCRIPTION: PLANS PREPAR D UNDER THE SUPERVISION OF RECOMMENDED APPROVED MONUMENT PLANS FOR: HORIZONTAL BY: c�J ��--- DATE: ��' i • 0 62 1 LOCATION: ENCINITAS RA NCH COMMUN /T Y IDEW TIF /CA TICN RECORDED FROM: BY: VERTICAL DATE: 174io 1 R.L. NO 2•ry5 AND ENHANCEMENT FEATURE'S — DATE: 12/1110 1 DATE: / O� 44. ELEVATION: DATUM: SAG97URE EXPIRES 2 )TARS FROM Q47E EXP. 60" WORK PROJECT NO. T.M. NO. SHEET 1 OF 14 A a low, P410 d d i D �� ►� �►� D • 14 b d f m EXIST GOLF COURSE dd -�__ 1 IA- 4 4 - o o ❑ o ` LOA s s 1►' kv i N 0 a (D , O� s ss 07 t� �0 EXISTING' STREET ENHANCEMENT Q UAIL GARD a. ENCINITAS FIRE PROTECTION DRICT COMMUNITY SERVICES SAN DIEGO DEPARTMENT OF IST ENVIRONMENTAL HEALTH COMMUNITY DEVELOPMENT BY: y � � o TO DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: _ ' 1 - REVISIONS APPROVED DATE REFERENCES �'� DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT NECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. R a PUNS PREPARE# UNDER THE SUPERVISION OF RECOMMENDED APPROVED CRAMNG n►N FOR HOWL BY DATE: It I1 01 ENCINITAS RANCH COMMUNITY /DENT /F ICA T /ON 6287-1 � R.l . J%. NO. 'Z/ 'q.6 gy' 1 BY' 10 0� AND ENHA NCEMENT FEA TURFS ` B VOMAL ELEVA110N: - Ori►1u� 3yCJWI MW EXP✓R£5 ? WA RS f 1 �i1 �/ a4 X EXP. D • DATE. / 1 ,I DAB Z WORK PROJECT NO. T.M. NO. SHEET 2 Of fit 0 C3 HAI CONSTRIAMMLE O O co2vsTR 24" SQUARE BY' j' 'T BATTERED STONE VENEER IQ.Asm !ER W DETAQ. ., SHEET. 4 �� UCT LOW BA STONE VENEER WALL PER DETAIL _ _, SHEET n V-*i EXISTING GOLF COURSE - O � t ' "�T BArnmm STONE VENEER wALL !ER DETAIL 0 _ .1 A 4. BOULDER OUT CROP - 411BPiMJM PER. GRO[7MN(' VARIOUS SiZE3 1 TO 3 TONS. TO Bi- � ♦ _ —— SPOTTED BY AMID UNDER DBiBCTION OF LANDSCAPE ARCHITECT. BOULDERS TO MATCH W ALL VPMP" m Al� O CONSTRUCT T-r HIGH BATTERED STONE VENEER OREL= PER DETAIJ. , f5_ SHEET —fj- - 0 � o CONSTRUCT C WIDE X 6" DEEP CONCRETE MOW SAP PER DETAIL ti . SHEET GENERAL LEGEND b _ �--- - % = A. EXIS'TIIaIG UTRXnES TO-REMAIN AND BE PROTECTED. •) / , 13 I A D. EaasTII4o 3PIXr RAII. PENCE TO RMAAIN AMID BE PROT F.CTFD. C . ECISTING BvCAL YPTUS TREE TO REMAIN AMID BE PRPROTECTED. ` �� �� U f'�� D. EXISTM PALM TREE TO BE PROTECTED AND MAINTAINED THROUGH DURATION OF CONSTRUCTION AMID MAIIVTENANCE PERIOD. Or O' E EXISTING GRANITE PATHWAY Tb REMAIN AND BE PROTECTED. • �" T �� ' F. EXMTIISG MMA7ION SYSTEM TO � ltEPi.ACED wTIH NEW. W , G. EXISTING BLRI ATIOMI SYSTEM TO REMAIN AND BE PROTECTED. A f jjj MATERIAL FINISH SCHEDULE 0 � loo .. • . •: � A -1 WALL STONE VENEER SHALL BE: CORONADO IDAHO DRYSTACK °SMOKEY GREY' B-1 WALL STONE CAP SHALL BE: CORONADO `BROWNSTONE' CHISELED STONE WALL CAP C -1 NATURAL GRAY CONCRETE MOW CURB WITH TROWEL MNISH Wl PILASTER POST CAP SHALL BE: CORONADO'BROWNSTONE' CHISELED STONE POST CAP r • • ' PILASTER STONE VENEER SHALL BE: CORONADO 'COASTAL BROWN' COUNTRY RUBBLE NOTE: STONE MATERIALS AVAILABLE AT: RCR BLOCK R BRICK, INC. ENCINITAS, CA EXISTING'? STREET 1TTHANC Nffi T X60) 753 -1164 QUA' GkRDENS p, o� CT REFER TO SHT. # OF FOR CONSTRUCTION DETAILS. ENCINITAS FIRE PROTECTION DISTRICT COMMUNITY SERVICES SAN DIEGO DEPARTMENT OF COMMUNITY DEVELOPMENT ENVIRONMENTAL HEALTH BY. V • 1 APPROVED Bar: DATE: APPROVED BY: DATE: APPROVED BY: DATE: DATE: ��« SAN DIEGUITO WATER DISTRICT E° " �' C eY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N O. R REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE _ RECOMMENDED APPROVED CONSTRUCTdON -PLAN FOR: 6287 oESCRrPnoN: BY: PLANS PREPARED UNDER THE SUPERVISION OF DATE: 1/ 111-01 �� EAI CINI TA S RANCH COMMUNITY IDE C�4 TION _ o� �►�: BY: IV. A4 �: DATE: R.L .& N O. y a DA �t ss o AND ENHANCEMENT FEATURES •� DATE: � DATE. 'WORK PROJECT N0. T.M. N0. SHEET 3 O!' M- ELEVATM: DATtJirf: Si�^Mnh?�E EXPIRES 2 YEARS MW WE EXP. 1 13 7VPM RJ# M MOW 1. 1- ON CORNER LEDGERS 2 7001 UFDGER 13OX FIELDSTONE. . V-33/4 6 DARK OXIDIZED POLISHED L 5 1 1 v. C1 Lb r PATINA 4 p� 1 3 i 12 1' Ow TV. 1 2 3 4 a 1 1/2 7T I .:.: :; •• 10 PLAQUE PER GRAPHICS SOLUTIONS � :�.r' "�:.•:: "!..• "_ (619) 239 -1335 - CONTRACTOR TO VERIFY N MIN. TO 6" MAX. FINISHES AND MATERIAL. _ �. _ 2 LEND: r -4- 3 � � s � 1.21• X 21• CORONADO `BROWNSTONE' CHISELED STONE POST CAP. 4 7 PLAQUE ENLARGEMENT 5 -1 1 1 1 1 � - 3 2 6 X 12 CMU CORNER BLOC( - FILL VOIDS Wl MASONRY GROUT g EQ. EQ ' 1. PLANTING AREA PERSPECIFICATIONS. 6 " 2. CONCRETE, SMOOTH TROWEL FINISH 5 3.204 PER BLOC( COLUMN (TOTAL Ili - 3. 1/4" RADIUS TOOLED EDGE - 4. NOHRMK N - S MASONRY GROUT PER SPEC FICATIONS. SECTION 4. TURF O - 5. 6 X 12 PACE ALONG SIDE OF 2CMU CORNER BLOCKS) - FILL 5. 4 - VI�W /MASOINRY GROUT PER SPECEICATIONS e I - 6. COMPACTED SU ADEU ( OVERL NI CORONADO 'COASTAL MOWN COUNTRY RUBBLE STONE VENEER. 2 7 5 joi. T STEEL MASONRY ANCHORS PER STRUCTURAL ENGINEER'S 7. SCORE JOINT ® 10' 0" O.C. TYPICAL. 8. COLOR SHALL BE "OMAHA TAN" DETAILS & VSSww FICATIONS ■ ■w��y�� t F INI SH . V - TO V.•R PLANS. -' �• •,• ;M_ 1 • ••• DAMS COLORS 6' C.I.P. FOOTING PER STRUCTURAL ENGNEER. 10 1. BOULDERS (TAN -BEIGE COLOR RANGE TO MATCH STONE VENEER) 10. COMPACTED FILL PER SOILS REPORT. • '. ; •_•:: ; •� ' - t •. -' : 11 CORONADO BROWNSTONE CEL ® STONEWALL CAP - - - J 2. WALL CAP PER DETAIL A, THIS SHEET iZ CORONADO IDAHO DRYSTAC('SMOKEY GREY' STONE VENEER I, 2' -l0' 4 3. STONE FACED WALL PER DETAIL A. THIS SHEET 4. HEIGHT VARRIES - SEE PLAN. 11 (?) CORONADO BROWNSTONE 12 X 24' FLAGSTONE WALL CAP NOTES: LE 6. DOWEL(METAL) WALL TO BOULDER IN (3) LOCATIONS MIN. INTERRUPT MASONRY FACING @ WALL JOINT d PROVIDE 1. 21" SO. CORONADO 'BROWNSTONE' CHISELED STONE POST CAP. CONTINUOUS NON­SHRINK EPDXY EXPANSION JOINT. 2 6 X 12 CMU CORNER BLOCK - FILL VOIDS W/ MASONRY GROUT PER SPECIICATIONS. PLAN VIE _ W FOR MASTER JOINT @ WALL, SEE MASTER JOINT DETAILS 3. 2 /4 PER BLOCK COLUMN (TOTAL 8) AND #4 LOOPS AT EVERY OTHER BLOCK. N STRUCTURAL ENGINEERS DRAWINGS. 4. NON - SHRINK MASONRY GROUT PER SPECIFICATIONS. PROVIDE SHOP DRAWINGS FOR EACH PILASTER. 5.6 X 12 (PLACE ALONG SIDE OF 2CMU CORNER BLOCKS) - FILL PROVIDE SAMPLES FOR MASONRY FASTENERS. VOID W/ MASONRY GROUT PER SPECIFICATIONS USE ONLY HOT-DIPPED GALVANIZED STEEL COMPONENTS. 6. CORONADO 'COASTAL BROWNY COUNTRY RUBBLE STONE VENEER. DOWEL ALL STRUCTURAL ELEMENTS PER STRUCTURAL ENGINEER'S 7. STEEL MASONRY ANCHORS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. SPECIFICATIONS. & FINISH GRADE - REFER TO CIVIL ENGINEER'S PLANS. SUBMIT LEDGE STONE OR COBBLE SAMPLES FOR APPROVAL 9. C.I.P. FOOTING PER STRUCTURAL ENGINEER. BY OWNER PRIOR TO INSTALLATION. 10. COMPACTED BASE PER SOILS REPORT. 11. BRONZE ENCINITAS RANCH PLAQUE PER OWNER, SHALL BE CAST RED BRONZE MATERIAL SEE PLAQUE ENLARGEMENT. 12. (2) CORONADO BROWNSTONE 12'X24' FLAGSTONE WALL CAPS PLACID SIDE BY SIDE 13, GALVANIZED MASONRY TES TYPICAL O A PILASTER / WALL B 7'-0" HIGH OBELISK N.T.S. C MOW CURB N.T.S._ D BOULDER N.T.S. N.T.S. VERIFY IN n LD '- w 2 ' 6 5 5 , A o s Z e 3 W 4 3 O e 2 o ° Q - - - - -- - - v LEGEND: NOTES• 1. CORONADO CHISELED STONE PST CAP PER DETAIL A. THIS SHEET. 2 24• - 3W DNA. BOULDERS (TAN -BEIGE COLOR RANGE TO MATCH VENEER) INTERRUPT MASONRY FACING WALL JOINTS AND PROVIDE 2 3. CORONADO IDAHO DRYSTACK CONTINUOS NON - SHRINK EPDXY_ EXPANSION JOINT. FO ` J "SMOKY GREY' STONE VENEER 4. SIGNAGE AREA - TEXT: ' ENCINITAS RANCH' FONT TO BE CUSTOMIZED CONDENSED ' ;j^ SARIF BASED ON TRAJAN BOLD PER GRAPHIC SOLUTION - PILASTER JOINT WALL, SEE PILASTER DETAILS IN STRUCTURAL u. 1 r HIGH RAISED BRONZE LETTERS SIGNAGE DETAILS PER GRAPHIC SOLUTIONS, PHONE: ENGINEERS DRAWINGS.` _ 61 X239 -1335. PROVIDE SHOP DRAWINGS FOR EACH PILASTER. S. CORONADO BROWNSTONE CHISELED STONE WALL CAP. PROVIDE FAST •~' •,{ d. CORONADO 'COASTAL BROWN COUNTRY RUBBLE STONE VENEER 0 DE SAMPLES FOR MASONRY FA * .r, Q 7. FINISH GRADE - REFER TOCML ENGINEERS PLANS. USE ONLY HOT DIPPED GALVANIZED STEEL COMPONTS. DOWELL ALL STRUCTUAL ELEMENTS PER STRUCTUARAL ENGINEERS SPECIFICATIONS SUBMIT- LEGEND SAMPLES FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. I E MONUMENT WALL ELEVATION ENCINITAS FIRE PROTECTION DISTRICT COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN DIEGO DEPARTMENT OF �� ENVIRONMENTAL HEALTH AL. - BY: N (DATE) IL APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: OATS: or �`f U i t REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED ELY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, DESCRIPnON: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED MONUMENT PLANS FOR � HORIZONTAL BY: 6287-1 LOCATION: DATE: BY. � BY. ENCINITAS RANCH COMMUNITY /DENT /F ICA TION - B vERnCAL DATE: RECORDED FROM. R . L.A. NO. DATE: A ND ENHA NCEEMENT FE "A TURES / el 4 4 /� l� O ELEVATION: DATUM: SIGNATURE EXPIRES 2 YEARS FROM DATE DATE I Lj 1 q EXP. 4`� WORK PROJECT NO. T.M. N0. SHEET 4 OF 14 i I� - - T�. s DRIVE LITTON LEGEND .G�� DEMO - — / " rte 1. REMOVE EXISTING FULL IRRIGATION HEAD 6 2. EXISTING IRRIGATION SYSTEM TO BE REMOVED. w �' J• nl� i tt/1[i CONTRACTOR TO TURN ALL REUSABLE EQUIPMENT TO GOLF COURSE SUPERINTENDENT. - ,!`` • %�;. l`',• �,� • .! . - 30. CONTRACTOR TO CAP EXISTING LATERAL. 1 •� '0 00, lk �. _ ® EXISTING VALVE TO REMAIN AND BE PROT1✓CTED. O 0 JI INSTALL NEW HUNTER PART CIRCLE IN PLACE OF FULL CIRCLE • HEAD. CONTRACTOR TO RE- CONNECT SYSTEM WITH LATERAL. LINES y 1 - t •' � ' ` AND HEADS OUTSIDE OF THE MONUMEN'TATION AREA. SEE PLAN ---- ,__,,.� r' .. BELOW THIS SHEET. Q % 2 \ \\ l kX kp ls t • i i } Yom`: ?R T 17� \••` � �� `'r��w._. -�` 'lam . Y ' I f \: ' \� \ .�� ,� •_� •. � �. ...'- f , �' o- �xi Nit �rt�5 ii \ • 1 ,1 . \� � ' . - .' `�.. ' � .+sue• ' EXISTINC3 GOLF COURSE' DEMOLITION PLAN ' 4 ® 3 0 ° SCALE 1" = 40' I �� DEMOLITION NOTES: J . 0 H N 1. ALL WORK IS TO BE COORDINATED WITH ENCINTTAS RANCH GOLF COWE SUpERINTEMENT (760) 944 - 5601.` LOT 59 L 4 1 /q. t � r 3 • ' p j• A n L 14 ` we a t -. N F � y EXISTINC'STREET ENHANCENSNT� S A� s " CARD I Q UAIL _ IRRIGATION NOTES: IRMGATION 1. ALL IRRIGATION WORK TO BE COORDINATED WTTH ENCINITAS RANCH SCALE 0 = 10' GOLF COURSE SUPERINTENDENT (760) 944 -5601. REFER TO # _L OF 14 FOR IRRIGATION DETAILS o SAN DIEGO DEPARTMENT OF V SAN DIEGO DEPARTMENT OF COMMUNITY DEVELOPMENT ENVIRONMENTAL HEALTH ENCINITAS FlRE PROTE DISTRICT COMMUNITY SER VICES ENVIRONMENTAL HEALTH le i ^ bi 1 �V BY: .7C APPROVED BY: DATE: _ v . APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: � DATE: •� � SAN DIEGUITO WATER DISTRICT REVISIONS AP PROVED DATE REFERENCES DATE BENCHMARK SCALE CHECKED sr APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ; DESMI PLANS PREPARED UNDER THE SUPERViSiON OF RECOMMENDED APPROVED HMOAnON KAN FOI ►SAL eY: DATE: ENC /N /TA S R�4 NCH COMA�1 UN /T Y /DENTIFIC,4 TION 6 7-1 FRIM. R.I.A. N O. BY' AND, ENHANCEA�IENT FEA TURFS VERMAL DATE. DATE: I s / i I of DATE: � Zo Gy SHEET OF j•!r DA?tWM. S7l?JWn/Rh E71'PA S 2 WARS FMV LHTE EXP. -3 WORK PROJECT N0. T.M. N0. I i RECLAIM D IRRIGATION NOT S GENERAL IRRIGATION NOTES VJ RECLAIMED WATER NOTES GENERAL IRRIGATION NOTES H 1. ALL ON -SITE IRRIGATION IMPROVEMENTS SHOWN ON THESE PLANS ARE PART 25. FAILURE TO COMPLY WITH THE DISTRICT RULES ADN REGULATIONS 1. ALL POP -UP SPRINKLER HEADS IN SHRUB OR GROUNDCOVER 18. REMOTE CONTROL VALVES SHALL BE INSTALLED IN A MANIFOLD. W OF A RECLAIMED WATER DISTRIBUTION SYSTEM. NO CONSTRUCTION WILL BE IS A VIOLATION AND COULD RESULT IN SUSPENSION 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 IS 1" ABOVE FINISHED GRADE. CONTROL VALVES SHALL BE INSTALLED MATH THE LARGEST VALVE AND GPM FLOW INSTALLED FIRST ON THE MANIFOLD, WITH SMALLER 2. CROSS CONNECTION BETWEEN RECLAIMED WATER LINES AND POTABLE 26. WHEN RECLAIMED WATER BECOMES AVAILABLE, AN ON SITE 2. ALL PRESSURE LINES SHALL BE TESTED FOR - FOUR HOURS VALVES AND CAPACITIES T FROM THERE. B LINE UNDER HYDROSTATIC PRESSURE OF 150 PSI AND BE PROVEN SIZE OF THE STUB -OFF FEEDING EDING iO THE E M MANIFOLD SHALL BE THE SAME O WATER LINES ARE STRICTLY PROHIBITED. USER/ SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL SIZE AS THE MAINLINE. INDIVIDUAL SHALL BE FAMILAR MATH PLUMBING SYSTEMS WITHIN THE EQUIPMENT FOR TEST. 3. USE OF RECLAIMED WATER SHALL ADHERE TO TITLE 22, DIVISION4, CHAPTER WITH THE BASIC CONCEPTS OF BACKFLOW /CROSS 19. REMOTE CONTROL VALVES SHOULD BE SET AND INSTALLED ~ 3 OF THE CALIFORNIA CODE REGULATION AND THE CURRENT RULES, PROPERTY, 3. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO CONNECTION PROTECTION, THE RECLAIMED PURVEYOR'S AND IN PLANTING AREAS WHERE POSSIBLE. vALVE BOX SHALL BE REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS REGULATIONS AND SPECIFICATION OF THE DISTRICT. SET PARALLEL TO EACH OTHER, AND PERPENDICULAR TO WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE OTHERWISE NOTED ON THE PLANS. ADJACENT PAVING OR CONCRETE CURB. rt, 4. THE DISTRICT INSPECTION DEPARTMENT SHALL BE NOTIFIED 48 HOURS (2 v WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION AT (619) 670- 2246. ALL NUMBERS SHALL BE PROVIDED TO THE SAN DIEGITO WATER DISTRICT AND 4. THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM 20. EACH QUICK COUPLER VALVE SHALL BE INSTALLED IN ITS WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND OWN VALVE BOX. REJECTION AND REMOVAL. IN CASE OF EMERGENCY, CONTACT SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY 21. 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 INDICATED ON PLANS. H COMFORT STATIONS, PLAYGROUND EQUIPMENT, ETC., DO EXIST AT OWNERS AUTHORIZED REPRESENTATIVE ANY DIFFERENCE ON THIS PROJECT. BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS 22. ALL QUICK COUPLER VALVES SHALL BE SET AND INSTALLED OR AFTER HOURS, CONTACT AND THE ACTUAL PRESSURE READING AT THE IRRIGATION IN PLANTING AREAS OR AS DIRECTED BY LANDSCAPE ARCHITECT. W 6. ALL ON -SITE RECLAIMED WATER IRRIGATION PIPING AND ON -SITE POTABLE POINT OF CONNECTION. IN THE EVENT PRESSURE a WATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN DIFFERENCES ARE NOT REPORTED PRIOR TO START OF 23. ALL QUICK COUPLERS SHALL BE ISOLATED WITH ITS OWN BALL VALVE. ACCORDANCE WITH THE DISTRICT STANDARD SPECIFICTIONS. AT CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS 24. MINIMUM LINE SIZE SUPPLYING A QUICK COUPLER IS 1_1/2 ". U 7. ALL ON -SITE RECLAIMED WATER PIPING SHALL BE PURPLE COLORED PVC, 27. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMATED OR NECESSARY. CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE WITH THE WORDS CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN -OFF, 5. THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER 25. EACH GATE VALVE SHALL BE INSTALLED INNS OWN VALVE BOX. CIS "CAUTION - RECLAIMED WATER ". APPROVED MANUFACTURERS OF THIS PIPE OVER -SPRAY AND MISTING. SHALL BE APPROVED BY THE OWNER'S AUTHORIZED CAN BE FOUND IN THE DISTRICTS" APPROVED MATERIAL LIST'. REPRESENTATIVE PRIOR TO INSTALLATION. 120 VOLT 26. ALL GATE VALVES SHALL BE FULL PORT DESIGN ONLY. 28. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE ELECTRICAL POWER AT THE AUTOMATIC CONTROLLER 27. NO SHARED USE OF TRENCHES WILL BE ALLOWED BETWEEN 8. ALL ON SITE WATER LINES SHALL BE WHITE PVC UNLESS DESIGNED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE O 4t � I THERWISE APPROVED BY THE DISTRICT. (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE VARIOUS TRADES AND FOR INCOMPATIBLE USES. POTABLE SPIKES PER OTAY WATER DISTRICT'S RULES AND REGULATIONS. FINAL HOOK -UP FROM THE ELECTRICAL OUTLET TO THE WATER LINES FOR DRINKING FOUNTAINS SHALL BE IN A l 9. UNLESS OTHERWISE DIRECTED BY THE DISTRICT, A 4 FOOT HORIZONTAL ) CONTROLLER IN ACCORDANCE WITH LOCAL ELECTRICAL DESIGNATED TRENCH. ELECTRICAL CONDUIT SHALL BE IN F --1 AND 1 FOOT VERTICAL SEPARTION BETWEEN POTABLE WATER, AND CONSTANT IN A DESIGNATED TRENCH. PRESSURE MAINLINE AND LATERAL PRESSURE RECLAIMED WATER LINES SHALL BE MAINTAINED AT ALL TIMES, 29 A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN CODE. LINES WILL ONLY BE ALLOWED IN THE SAME TRENCH WHEN A ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE THE POTABLE LINES SHALL BE INSTALLED ABOVE THE RECLAIMED LINES. WATER. SEPERATION SHALL BE PROVIDED BY DISTANCE, CONCRETE 6. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. MINIMUM TRENCH WIDTH 18" IS PROVIDED. MOW STRIPS OR OTHER APPROVED METHODS. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN 10. WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN 28. NO PIPES ARE TO BE INSTALLED DIRECTLY OVER ONE ANOTHER. LINES CROSS, THE RECLAIMED WATER LINE SHALL BE INSTALLED BELOW THE 30. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL A MINIMUM OF 6" HORIZONTAL SHALL BE PROVIDED BETWEEN POTABLE WATER LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE. THE AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED AND QUICK COUPLING VALVES 6" TO 12" AWAY FROM PARALLEL LATERAL LINES TO ALLOW FOR ACCESSING ALL PIPES. SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE, FOR A WATER SPRAY, MIST, OR RUNOFF. HARDSCAPE OR TURF AREA FOR EASY ACCESS. Q 29. SAND BEDDING IS REQUIRED FOR ALL PRESSURE MAINLINE. \ TOTAL OF 20 FEET. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST 31. BURIAL OF ALL WIRING AND PIPING SHALL MEET NAME OF WATER ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND 30. DETECTABLE - YANING TAPE IS REQUIRED FOR ALL PRESSURE % 11. A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED DISTRICTS RULES AND REGULATIONS. BETWEEN UTILITIES AT ALL TIMES. TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND /OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE (1) AR STRICTLY PROHIBITED ON RECLAIMED WATER SYSTEMS. 32. ON RECYCLED WATER SYSTEMS. ALL APPURTENACES (SPRINKLER BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS 31 ALL PRESSURE MAINLINE FOR PIPE 1 1/2" OR SMALLER SHALL O� 12. HOSE BIBS E HEADS, VALVE BOXES,ETC. ) SHALL BE COLOR CODED PURPLE PER AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO BE SCH. 40 PVC. ALL PRESSURE MAINLINE FOR 2 3 SHALL 13. ALL SPRAY HEADS, VALVE BOXES, AND QUICK COUPLER VALVE SHALL BE AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH OBTAIN OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. BE CL.315 PVC. w CLEARLY COLOR CODED (PURPLE) TO INDICATE THE USE OF RECLAIMED WATER. AND SAFETY CODE. 8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS 32. NO ON -GRADE PIPING IS ALLOWED. 33. THE DESIGN AND LOCATION PROPOSED FOR RECYCLED WATER SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD 14. RECLAIMED WATER LINES SHALL NOT CROSS ROADS, STREETS OR DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES 33. A MINIMUM OF TWO (2) SPARE CONTROL WIRES SHALL BE RUN EASEMENTS UNLESS SPECIFICALLY SHOWN ON THESE PLANS. IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN ALONG EACH MAINLINE BRANCH TO THE FURTHEST VALVE 15. ALL PRESSURE LINES SHALL BE TESTED WITH HYDROSTATIC PRESSURE AS 34. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINOUS BASIS FORESEEN AND CONSIDERED IN THE ENGINEERING. THE MANIFOLD. BUNDLE AND TAPE 10' OF ADDITIONAL WIRE AND REQUIRED IN THE DISTRICT STANDARD SPECIFlCTIONS, AND ALL NON- OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE OWNERS AUTHORIZED REPRESENTATIVE SHOULD BE INSTALL IN A PULL BOX ADJACENT TO VALVE MANIFOLD. INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES BUT PRESSURE LINES SHALL BE TESTED WITH THE EXISTING STATICE LINE PRESSURE. INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, 34. ALL WIRES SHALL BE COLORED CODED. SUBMIT A PROPOSED NO LEAK SHALL BE ALLOWED. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT THE IRRIGATION CONTRACTOR SHALL ASSUME FULL COLOR CODING SCHEDULE. O PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, FOR HYDROSTATIC TESTS. THESE TESTS SHALL BE WITNESSED BY A HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE TURNOVER RESPONSIBILITY FOR ANY REVISIONS NECESSARY. RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT 35. NO SPLICES WILL BE ALLOWED ON RUNS OF LESS THAN 500'. REPRESENTATIVE OF THE DISTRICT. THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 9. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN ON RUNS OF GREATER THAN 500', SPLICES ARE TO BE MADE 16. ALL SIGNAGE SHALL BE APPROVED AND INSTALLED PRIOR TO ENERGIZING CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE WITH APPROVED SPLICE UNIT,AND TO BE INSTALLED IN A THE SYSTEM WITH WATER. A SIGNAGE PLAN INDICATING USE OF RECLAIMED RECLAIMED PVC PIPE: DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER CONCRETE PULL BOX. WATER SHALL BE SUBMITTED TO THE DISTRICT FOR APPROVAL PRIOR TO SWING JOINT AND VALVE ASSEMBLIES. INSTALLATION. AS A MINIMUM, SIGNS - MUST BE POSTED AND WRITTEN IN 1. ( RECLAIMED WATER ONLY) PIPE SHALL BE PURPLE COLORED PVC 36. ONE EXTRA COMMON AND TWO EXTRA CONTROL WIRES ENGLISH AND SPANISH WITH THE INTERNATIONAL SYMBOL (DO NOT DRINK). MATERIAL MEETING ASTM- D1784, TYPE 1, GRADE 1, PVC -1120 CELL 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR IX CLASS 12454 -8. SPECIFICTIONS AS MANUFACTURED BY BROWNLINE TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, SHALL BE PROVIDED FROM CONTROLLER TO LAST VALVE ON EACH SECTION OF MAINLINE. ALL EXTRA CONTROL MARES, 17. METERS SHALL BE SIZED BY THE DISTRICT. INC. OR EQUAL. LOCATION OF WALLS, STRUCTURES AND UTILITIES. THE AND ONLY EXTRA CONTROL WIRES, SHALL BE ORANGE IN IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, COLOR. THE EXTRA COMMON WIRE SHALL BE WHITE NTH A Z 18. ALL RECLAIMED WATER SERVICES REQUIRE BACKFLOW PREVENTION. 2. (RECLAIMED WATER ONLY) ALL PLASTIC PIPE SHALL BE �RF ,PN STRIPE. THE EXTRA WIRES SHALL BE LOOPED UP W IRRIGATION SYSTEMS BEING SUPPLIED WITH RECLAIMED WATER SHALL CONTINOUSLY AND PERMANTANLY MARKED WITH FOLLOWING AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING 24 LOOP INTO EACH VALVE BOX ALONG ITS RUN AND MADE INSTALL BACKFLOW PREVENTION AND A WYE STRAINER PER DISTRICT INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS VISIBLE FOR EASY FUTURE USE. STANDARD DRAWING W -45. IRRIGATION SYSTEMS CURRENTLY BEING SUPPLIED SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL AND WORK WITH THE GENERAL CONTRACTOR AND OTHER 2 WITH POTABLE WATER SHALL INSTALL A REDUCED PRESSURE BACKFLOW DATE OF EXTRUSION. SUB - CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE PREVENTION DEVICE PER DISTRICT STANDARD DRAWING W -51 OR W -52. WHEN 3. INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER = WATER BECOMES AVAILABLE, THE REDUCED PRESSURE BACKFLOW HE (RECLAIMED WATER ONLY) A WARNING MUST BE IMPRINTED ON ALL ROADWAYS, AND NEAR STRUCTURES. W RECLAIMED DEVICE SHALL BE REMOVED BY THE OWNER, AND REPLACED WITH A BACKFLOW RECLAIMED WATER PRESSURE SERVICE PIPES CONTINOUSLY AND TLY ON TWO SIDES WITH THE FOLLOWING INFORMATION IN- 11. DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT PERMAN - DEVICE AND WYE PER DISTRICT STANDARD DRAWING W -45 (SHT. 35 ). 5/8" W HITE LETTERS: "CAUTION RECLAIMED WATER- DO NOT DRINK ", BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE Q 19. PRIOR TO ENERGIZING THE ON -SITE SYSTEM MA AND " PELIGRO: AGUA IMPURA- NO BEBER ". INSTALLATION OF AN ANTI -DRAIN VALVE IN THE RISER NIPPLE WITH WATER, ONE 1 () TO PREVENT DRAINAGE. DURING THE COURSE OF COMPLETE SET OF LAMINATED CONTROLLER CHARTS SHALL BE PROVIDED TO 4. (RECLAIMED WATER ONLY) PRESSURE LINES TO BE INSTALLED CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN THE DISTRICT. UNDERGROUND ANTI -DRAIN AS REQUIRED AT ANY SPRINKLER SHOWING 1. ALL PIPE 2" AND LARGER SHALL BE CLASS 315 SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS 20. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE OPERATED FROM AN ON TO OFF POSITION. INSTALLATION IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR 2. ALL PIPE SMALLER THAN 2 SHALL BE SCH.40 OF ANTI -DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE IRRIGATION" IN ENGLISH AND SPANISH, WITH WHITE LETTER AT LEAST 1 INCH 3. FITTING SHALL BE SCH. 40 WITHOUT ADDITIONAL COST TO THE OWNER. 2 HIGH ON A PURPLE, PANTONE 512, BACKGROUND. THE SIGN SHALL BE PLACED _ 5. (RECLAIMED WATER ONLY) NON PRESSURE LINES TO BE INSTALLED 12. ALL PIPE ADJACENT TO SIDEWALKS, CURBS, AND OR AT TOP AS TO BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE \ EQUIPMENT. UNDERGROUND: AND TOE OF SLOPES TO BE PVC BURIED. 1. ALL PIPE SHALL BE SCH. 40 j 21. THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM 2. FITTINGS SHALL BE SCH. 40 13. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED PERFORMANCE. THIS INCLUDE THROTTLING THE FLOW CONTROL AT EACH 6. (RECLAIMED WATER ONLY) FITTINGS: SOLVENT WELDED TYPE PVC AS PER LOCAL CODE. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. SCH. 40, 1 -2, II -NSF APPROVED AND SHALL CONFORM TO ASTM TEST V CONDITIONS THAT CAUSE OVERSPRAY, PONDING, OR RUNOFF SHALL BE PROCEDURE D 2466. 14. CONTRACTOR TO SUBMIT SPECIFICATIONS, TECHNICAL DATA, ELIMINATED. ADJUST SYSTEM TO AVOID THESE CONDITIONS. AND WARRANTIES TO LANDSCAPE ARCHITECT FOR APPROVAL. 7. (RECLAIMED WATER ONLY) FITTINGS SHALL BEAR THE Z MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, CONTRACTOR SHALL RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT 22. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND SHALL BE SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF APPROVAL. PRIOR TO BEGINNING OF IRRIGATION WORK. OPERATED BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE APPROVED BY THE DISTRICT. 8. (RECLAIMED WATER ONLY) ALL SOLVENT SHALL BE AS 15. ALL POC SHALL BE LOCATED IN PLANTING AREAS, NOT IN LAWN. RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS ~ 23. NO SUBSTITUTION OF PIPE MATERIAL WILL BE ALLOWED WITHOUT APPROVED. USE NO SOLVENT FROM CANS WHICH HAVE BEEN LEFT 16. MASTER VALVE SHALL BE LOCATED DIRECTLY AFTER BACKFLOW Z PRIOR APPROVAL OF THE DISTRICT. OPENED OVERNIGHT. PREVENTERNALVE BOX TO BE LOCATED IN A PLANTING AREA. 24. AN INITAL AND ANNUAL CROSS - CONNECTION INSPECTION WILL BE DONE AT 9• (RECLAIMED WATER ONLY) NO CLOSE NIPPLES OR CROSSES SHALL 17. EACH REMOTE CONTROL VALVE SHALL BE INSTALLED IN ITS W SITES WITH BOTH POTABLE AND RECLAIMED WATER SERVICE BY THE DISTRICT BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR. OWN VALVE BOX. AND / THE SAN DIEGO COUNTY ENVIROMENTAL HEALTH. COPIES OF 10. (RECLAIMED WATER ONLY) THREAD LUBRICANT SHALL BE TEFLON INSPETION REPORTS WALL BE FORWARDED TO THE NON- INSPECTING PARTY. RIBBON -TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED v I S INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. _ cl DEPARTMENT OF ENCINITAS FIRE PROT DISTRICT COMMUNITY SERVICES E C SAN DIEGO DEPAR COMMUNITY DEVELOPMENT - ENVIRONMENTAL HEALTH ' " BY: 1, lao 10L APPROVED BY: DA TE: APPROVED BY: DATE: APPROVED BY: DATE: OF DATE: REVISIONS APPROVED DATE REFERENCES -DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED eY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I ` DESCRIPTION: PLANS PREPARE UNDER THE SUPERVISION OF RECOMMENDED APPROVED MONUMENT PLANS FOR: HORIZONTAL DATE: ' i • ENC /N /TA S RANCH COMMUNITY IDENTIFICATION 6287-1 p LocAnoN: BY: � V ' • A4 BY: i� -. RECORDED FROM: R.L N H A-IVD ENHA NCEMENT FEA TURFS p VEF;MCAI- DATE: DA TUM: SIGIVY171IR£ EXPIRES 2 YEARS FROM UATE EXP. DATE: 1 1./ �� �Q DATE: � a/ -WORK PROJECT NO. T.M. NO SHEET 6 OF 14 ELEVATION: DA VOLTAGE LOSS - PER 1000' OF WIRE RUN (ONE WAY DISTANCE) PVC PIPE SLEEVE SCHEDULE FLOW WIRE GAUGE (AWG) 40 PVC SLEEVE SIZES PVC SOLVENT WELD BELL AND (AMPS) 18 16 14 14/12 * 14/10 12 10 8 6 4 2 1 0 00 000 0000 PPE SIZE SCH.42 " FITTINGS GASKET FITTINGS 0.1 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 0.01 0.01 - 3/4' 2" 0.2 2.55 1.61 1.01 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" 21 2" 1 1/4" 1 3" 0.3 3 2 1.52 1.23 1 7 4 0 1 1/2" 1 3" 3 0.4 5.11 3.21 2.02 1.65 1.41 1.27 0.80 0.50 0.32 0.20 0.13 0.10 0.08 0.06 0.05 0.04 2" 4" 4" 2 1/2* 6 6 IRRIGATION LEGEND 0.5 1.76 1 1 4' 6' 6' 1 SYMBOL MANUFACTURER /MODEL NO. DESCRIPTION PSI GPM RAD 0'6 6" 10" 10" 0. 7 2 8 12' 12" 0.8 10.22 6.43 4.04 3.29 2.82 2.54 1.60 1.01 0.63 0.40 0.25 0.20 0.16 0.12 0.10 0.08 F -e1 V RAIN BIRD 1812 - SAM - PRS - 100 - VPC 30 .39 10' PCS SCREEN 0.9 11.49 7.23 4.55 3.70 3.17 2.86 1.80 1.13 0.71 0.45 0.28 0.22 0.18 0.14 0.11 0.09 w 1.0 12.77 8.03 5.05 4.11 3.52 3.18 2.00 1.26 0.79 0.50 0.31 0.25 0.20 0.16 0.12 0.10 A RAIN BIRD 1812 - SAM - PRS - 10H - VPC Q 30 .79 10 2.0 25.54 16.06 10.10 8.23 7.05 6.35 4.00 2.51 1.58 0.99 0.63 0.50 0.39 0.31 0.25 0.20 g RAIN BIRD 1812 - SAM - PRS - 15Q - VPC 30 .92 15' 3.0 38.31 24.10 15.15 12.34 10.57 9.53 5.99 3.77 2.37 1.49 0.94 0.74 0.59 0.47 0.37 0.29 PVC WIRE SLEEVE SCHEDULE NOTE: SCHEDULE IS FOR f12 AND 4.0 32.13 20-20 1 .4 14.10 12.7 7.99 5.0 3.16 1.99 1.25 0.99 .7 .6 .49 0.39 SCH. 40 MAXIMUM NUMBER SMALLER SOLID COPPER, O RAIN BIRD 1812 -SAM -PRS - 15H - VPC 30 1.85 15' 5.0 _ 40.16 25.25 20.57 17.62 15.88 9,99 6.28 3.95 2.49 1.56 1.24 0.98 0.78 0.62 0.49 SLEEVE SIZE OF OF OF WIRES SINGLE CONDUCTOR, DIRECT M� RAIN BIRD 1812 - SAM - PRS - 15F - VPC 30 3.70 15' * 6.0 _ 48.19 30.30 24.68 21.14 19.06 11.9 7.54 4.74 2.98 1.88 1.49 1.18 0.94 0.74 0.59 1" 9 BURIAL (TYPE UF) WIRE. 7.0 _ _ 35.35 28.79 24.67 22.23 13 8.79 5.53 3.48 2.19 1.73 1.38 1.09 0.87 0.69 1 1 4" 17 RAIN BIRD 1812 - SAM - PRS - 80 - VPC 30 .39 8' 8.0 - - 40.40 32.90 28.19 25.41 15.98 10.05 6.32 3.98 2.50 1.98 1.57 1.25 0.99 0.78 1 1/2" 23 V H 9.0 - - 45.45 37.02 31.72 28.58 17.98 11.31 7.11 4.47 2 2" 38 .81 .23 1.77 1.40 1.11 0.88 2 1/2" 54 10.0 - - 50.50 41.13 35.24 31.76 19.98 12.56 7.90 4.97 3.13 2.48 1.97 1.56 1.24 0.98 * 14 = HOT / 12 = COMMON F�-1 W COPPER WIRE RESISTANCE (OHMS PER 1000' OF WIRE) 00 ALL RAINBIRD 1800 SPRINKLERS LOCATED ON PUBLICLY MAINTAINED AREAS WIRE GAUGE (AWG) r � SHALL HAVE VANDAL PROOF CAPS (VPC). 18 16 14 14/12 14/10 12 10 8 6 4 2 1 0 00 000 0000 V 6.385 4.016 2.525 d 2.057 1.762 1.598 0.999 0.628 0.395 1 0.249 0.1,56 0.124 0.098 0.078 0.062 0.049 A THESE FIGURES WERE DERIVED BY USING OHM'S LAW AND THE ABOVE VALUES FOR COPPER WIRE RESISTANCE. THE DISTANCES SHOULD BE REDUCED TO ADD Z SAFETY FACTOR, USUALLY BY ABOUT 20 9, IN ORDER TO MAKE -UP FOR LOSSES DUE TO CONNECTIONS, BROWNOUTS, ETC. I v Q SYMBOL MANUFACTURE MODEL NO. /DESCRIPTION O LEIT 4000 4- STATION CONTROLLER LOCATION PER PLAN. INSTALL CONTROLLER IN ENCL 4000 STAINLESS STEEL ENCLOSURE MANUFACTURED BY ALTEC IRRIGATION (619) 229 -3750 RAINBIRD EFB- CP- NP -HAN SERIES - SIZE PER PLAN WITH LEMA 1521S ACTUATOR BY ALTEC. INSTALL IN A 12 X 17' RECTANGULAR LOCKING VALVE BOX - PURPLE (RECLAIMED WATER) 4 NELSON MODEL 7645 RECLAIMED QUICK COUPLER VALVE W/ LAVENDER CAP. CARSON/BROOKS PURPLE (RECLAIMED WATER) 9' ROUND VALVE BOX KING BROS. KBI -BTU LINE SIZE BALL VALVE INSTALLED IN A CARSON/BROOKS PURPLE (RECLAIMED WATER) 10' ROUND VALVE BOX Qk PACIFIC PLASTICS CLASS 315 PRESSURE MAINLINE FOR 1 1/2' AND LARGER. SCHD. SCH. 40 PVC FOR 1 -1/4" AND SMALLER. (PURPLE - RECLAIMED) W PACIFIC PLASTICS CLASS 315 PRESSURE MAINLINE FOR 2' AND LARGER. SCHD. SCH. 40 - PING MGR 1 -1/2' AND SMALLER. (PURPLE - RECLAIMED) TEMPORARY MAINLINE. W CONTRACTOR SHALL DISCOVMMT - %W4RARY MAINLINE FROM PERMANENT MAINLINE AND CONNECT INDIVIDUAL RESIDENTIAL VALVES TO INDIVIDUAL WATER METERS THEIR RESPECTIVE AS AS THEY ARE MADE AVAILABLE. ABANDONED TEMPORARY MAINLINE MALL BE REMOVED AND DISCARD. PERMANENT MAINLINE SHALL BE CAPPED OFF. SERVICE TO ALL VALVES SHALL REMAIN V UNINTERRUPTED THOUGHT OUT THE CONSTRUCTION PROCESS. Z PACIFIC PLASTICS CLASS 200 NON- PRESSURE LATERAL LINE FOR 3/4' AND i LARGER. SCHEDULE 40 FOR 1/2'. PURPLE (RECLAIMED) FOR ALL LINES CONNECTED TO METERS SHOWN ON PLAN. USE POTABLE PVC PIPE A NLY FOR IRRIGATION SYSTEMS SERVED BY INDIVIDUAL RESIDENTIAL METERS. Z q 'DO NOT DRINK SIGN LOCATIONS' NOTE INSTALL ALL PIPE AND CONTROL MARE UNDER PAVING IN SCH. 40 SLEEVES IRK TWICE THE DIAMETER OF THE PIPE BEING SLEEVED AND 2' SLEEVES FOR CONTROL SPRAY HEADS NOT ADJACENT TO WALKS, PAVING, CURBS, ETC. MAY BE INSTALLED ON SCH.90 PCV RISERS WITH KIN CV500 -MF CHECK VALVES. - - - - - - MARE SLEEVE SIZE AS NOTED W/ MIN. 24' COVER: PROVIDE A PVC SCH 40 MARE SLEEVE FOR ALL WIRES UNDER PAVING Z Z Underground Service Alert cr1 . Q C* TOLL FREE 2 1 -800 2 422 -4133 W 7W WOMM DAYS SUM Wo IN ENCINITAS FIRE PROTECTION DI SAN DIEGO DEPARTMENT OF o�' "� 'F_ C � COMMUNITY SERVICES ENVIRONMENTAL HEALTH COMMUNITY �, �, I NA UR BY: 3� p HEADS LOCATED ON NOTE: THESE PLANS CONFORM WITH CHAPTER 23.26 OF THE MUNICIPAL CODE (CITY \, .y/) D RECLAIMED LINES, OR FUTURE R CLAIMED LINES. (PURPLE CAPS SHALL OF ENCINITAS WATER EFFICIENT LANDSCAPE PROGRAM) 0.1 O ALL LINES EXCEP TEMPORARY LINES TO BE CONNECTED TO INDIVIDUAL DATE APPROVED BY: DATE: APPROVED BY: DATE: APPROVE BY: RESIDENTIAL METERWa- LATE DATE.) 4 r v OF CO-I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED B Y owa APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. I s DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED MONUMENT PLANS FOR:" 3 HORIZONTAL BY: LOCATION: DATE: i 1, / q 0 f ENCINITAS S fi'A NCH COMMUNITY / 62-87- RECORDED FROM: . A SENT /F /CAT /ON BY: w , • BY: VERTICAL DATE: L A. NO- Z / y3 AND ENHANCEMENT FEATURES ELEVATION: DATUM: S /GNAT B DATE: 1 2- 1 1 9 11 0 1 DATE: �� O� WORK PROJECT NO. T. M. NO. URE EXP /RES 2 YEARS FROM QATE EXP. G •3o•D3 SHEET 7 OF 14 TY M Ax. 1 2 7 a 6' MIN. 1 2 s 4 1 2 s 1/20 T s - _ 12" 12" _ 12" Z 3 lY e T _—F 4 E\ - t2' 5 r MIN. _ " 3 11 12 12 » TYPICAL 6 M�1 7 * Y IN TURF AREAS 4 I N SHRUB AREAS_ LEGEND 3 11 7 0 1 1. 14" X 19" RECTANGULAR VALVE BOX. 2. 1 A I vM A��NDV A B 1 a T F� UII;K COUPL \r ,f 3. EDGE OF LAWN, WALK, FENCE, CURB, ETC. LEGEND NOES 4 5 s 0 O ID ATM OF • � SHRUB Awim RAM M um NOTE WE W 2) CONNECTION oOOONINEC11ONS. ON "" THRUM LEGEND NOTE 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. s 10 TAO 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER /SHRUB AREA ND � s►«x,e / aRaxo � A. Use TEFLON T APE ON MALE LEGE + � V� PIPE THREADS PVC TO AND FLUSH WITH FINISH GRADE IN TURF AREA. HEAT BRAND STATION NUMBER ON LID 2 FTNISH ORACE/1oP OF MULCH PVC co►sNECTIOHS 3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER /SHRUB AREA WHERE POSSIBLE. O 1O1ND VAN! *T 7 QQ S ascNC o motm 3 -UP SPRAY OR RN)TDR SPRINKLER: T TYPE DOVER PER /EJ1T SIMN6 JOINT AS WMJFACRIRED .� a F"m ORADE/w OF M Lcm POP--UP` s INSTALL SPRINKLER HEADS INSTALL IN LAWN ONLY IF GROUND COVERDOES NOT EXIST ADJACENT TO LAWN. BRAND 'OCV' ONTO LID. OLR k MODEL NUMBER D APTER 4 HUNTER 1 SWING JOINT &812 OR I LLAW ADJUST SPRAYS OR I- A1- 1- 11 -12. s REMOTE OoN1ROl V ALVE 0 NOZZLE STREAM TO COVER 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN, WALK, @ FINISH Ni�E/TOP OF MULCH. s /4• JOINT S.rrl2 AS REOUIRM PEW LEGEND !SPECS TO MATCH SIZE OF SPRINKLER MET OVER -SPRAY ONTO PA V LALANDSCAPE AREA WITMI G, OUICIK oouPlFle 1NILK PER tsW1NB HALE A A D FENCE, CURB, ETC. 0# x 38' LE m RESIR STALE 7 PVC PW O3 ! ® PVC aCH +0 s x S x T TEE OR MC MALTILI S x T FENCES. WALLS OR BUILDINGS. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES To PREVENT COLLAPSE AND SPECS 0 PE PIPE FROM W VALVE. s PVC LATERAL PIPE tD SPRINKLEIRS - LATERAL x SPRINKLER INLET SPRINKLER HEADS DEFORMATION OF VALVE BOX SIDES. WICK LOCK BY our. 11 CCLrPNLCTED EAIrIH F..� s (1 OF 4) a LATERAL WE FLU IN FLUSH w/ GRADE TURF 6. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ©RaL ®saBAIeAEIR ROOT CONTROL SYSTEM FAIRIC. GRAS AREAS 1/ COVER ENCLOSE ASSEMBLY FOR EASY ACCESS. V 49HED a kV s SIGN MINIMUM CEPIII a a/+ INCH ® soeAleeEtl Root aaNT sYSTON F ABRX. 11 s INC .- IN GRAVEL s W" cot am (11 seat (1 OF 4). mom ®PVC MAMIU+E FROM MANIFOLD BALL VALVE 8 UNDISTURBED Sole 0, wrNLw FRTINS. • r IN SHRUB AREAL PLUSH IN LORI AREAS. _WICK OKx1PLER VALVES SHALL BE OF A to awn -ORAIN VALVE As REVuREn TYPE APPROVED FOR RECYCLED WATER USC DR TO PREVENT LOW HEAD AINAGE. FTT7INGS. 11•: m TYPICAL. A ON ALL 11IEP0ED ' ` REMOTE CONTROL VALVE N.T. POP - VALVE BOX INSTALLATION QUICK COUPLER V' VP SPRAY HEA &ROTOR N.T.S. N.T.S. N.T.S. A 1 � T T 6 + 1 — 2 NNW 1 /2w Z 3 `2» # 4 5 mil— zz n I 7 7 >a CONCRETE THRUST 12" 3 No - BLOCK (TYPICAL) Q ` 1 • AREAS T 2• M URF y / 4 N SHRUB AREAS c 3 IN. O � g 7 4 S 6 T s 3 9 4 SECTION VIEW s PLAN VIEW 0 SECTION VIEW * 4' SEPARATION #L UK 7VU0 TM an "ME PTHS UNDER SHRUB / GROUND COVER PIPE ,I.MAOS FOR PVC TO 2 FlHW G RADE/MP OF MILS, Pw CONNECTIONS. LEGEND Nom HI u R AV1N \ 0 ' PCP -NIP SPRAY OR Ro1vR WRI1a.EA s P�iMi R H EAD a Oi CARSON-BROOKS silo w to-4B /� / �� 4 III17Elt 1 lelN d0•IT iD12 OR • 2AREAWIS SI IRlle AREAS FLUSH M RAVINE f Q NOZ2lE STREAM TO cooER COVER. HEAT BRAND ONTO TO MATaN SP IDINT ER IN I ET Slg AEaIIlm CAPE AREA WTHOUT lD ARKLER IIET OVER -SPRAY ONTO PAVING NO LA Ii R . $+e�«aETt INLET FENCES, WADS OR suLORlos PROVIDE VALVE eox EXTENSIONS As 2QFBNISH GRADE/TOP of MLILN3N REQUIRED. LEGEN MOM: � G INSTALL SFROOMER HEADS © PC LATERAL PIPE FLUSH W/ WRAOE w TURF OKBI- BLOCKED TRUE UNION BALL USE 13 DEGREE ELLS T+0 ACHIEVE Oi FINISH GRADE ALL PLASTIC PIPING "I E OWED T aIASS 11r ABOVE VALVE PER LEGEND ! SPECS. MAIFS.INE DEPTH THE UPSTREAM SIDE WIITNN TiRENCH. DOVER INSTALL MAIN LINE AS PER MANUFACTURER'S WALX ON OUNI AREAS. QBRIac (t OF 4) ( LATERAL LINE - SEE SPECS. BUNDLE II t NC t WRAP w/ TAPE • 10' INSTALLATION GUIDE. SIZE OF CONCRETE • UNDISMISCD SOIL $.O -NCH MS.MUM DEPTH OF Os COMPACTED EARTH INTERVALS. THRUST BLOCKS SHALL BE PER PIPI MANUFACTURER'S wrn -DRAIN VALVE As REaIKeD 3/4 -INCH WASHED GRAVEL TEA 24' LOOP N ALL WIlRVG • CMANOES TO PREVENT LOW HEAD DRAINAGE OPVC MAINLINE PIPE 0PRESSME MAINLINE - SEES OF DIRECTION GREATER THAN 30 DEGREES. W INSTALLATION GUIDE. UNTIE AFTER ALL CONNECTIONS HAVE BEEN rk FOR 2' 9ZE AND LARGER. TAPE FITTING. QFROM MAINLINE @CONTROL +TIRES - SEE SPECS. MADE 8 TO REMOTE CONTROL & QUICK COUPLER VALVE o TRENCH f1 BIOBARRIER ROOT CONTROL SYSTEM FABRIC. O7 BAQffiL PER SPECS. N.T.S. B ALL GATE VALVE THRUST BLOCK N.T.S. P OPwwUP SPRAY & ROTOR N.T.S. PIPE TRENCH N.T.S. z cj - - 2 IRRIGATION NOTE Q 6 L CONTRACTOR SHALL ADJUST ALL SPRAY & ROTOR HEADS FOR Q T OPTIMUM PERFORMANCE & TO PREVENT OVERSPRAY ONTO WALKS, V o ROADWAYS, AND / OR BUILDINGS. THIS SHALL INCLUDE SELECTING 2 B , . — THE BEST DEGREE OF ARC To FIT THE EXISTING SITE CONDITIONS, tsi + - SELECTING PCS SCREENS AS APPLICABLE, AND / OR THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN OPTIMUM SECTION VIEW COVERAGE FOR EACH SYSTEM. j SE ND NOTES LOCATION OF BUBBLER IS APPROXIMATE - ON PLAN. O 1 CARSON - BROOKS 110 w/0 FLUSH • r IN SHRUB mm eH IN LAWN PLACE IN WATER BASIN OF TREE. C� DOVER. HEAT BRAND ONTO AREAS. �IJD. Vmm CAD[ /W OF IRR.d P�11 VALVE id( E1K1E1RIDl1! All - f Ie�11111ED. V O IIWI^•ROLV® am UMKRI BALL UK 46 DOM 9" 10 ACHIEVE VALVE PER LEGEND At 9FEC5. MARLINE DEPTH ON THE UPSTREAM ! �Qy ©■pK (I OF +) DOWNSTREAM SM OF THE BALL VALVE. t � O! 3] � WASHED GRAVEL v 7 ©PC MAIM KE PIPE 7 FROM MAINLINE .10 MARLINE s ARIBER NOT CONTROL STSTEM FAMM W ci BALL VALVE Im"A.M lsouTm N.T.S. UIC. 45 +i PRO DISTRICT SAN DIEGO DEPARTMENT OF COMMUNITY DEVELOPMENT` E ENCINITAS FIRE COMMUNITY SERVICES ENVIRONMENTAL HEALTH yll ,. 0 BY. l�✓1� � � � � � �) � � U U APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: I DA E: DATE: � OF CA►-�f Q T'. • REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. al Otis s DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED MONUMENT PLANS FOR: 6 2 8 7 -1 �cO HORIZONTAL BY: DATE: � 1.1l D I ENCINITAS RANCH COMMUNITY IDENTIFICA TION LOCATION: • RECORDED FROM: ws R . L.A. No. Z 1 1 15 A ND ENHA NC[ MENT FEA TURFS B VERTICAL DATE: DATE: DATE: /Z 20 O/ ELEVATION: DATUM: SIGNATURE EXPIRES 2 YEARS FROM DATE EXP. WORK PROJECT NO. T.M. NO SHEET 8 OF 14 14 WHITE PURPLE 15 3 13 1 /4" � - 4 __ 3 SIGNAGE NOTES 2" 4 POSTED INSIDE THE DOOR OF THEY ARE EASILY VISIBLE. PLACE CE 2 III �..a LEGEND — s O N 8 -1 /2" X 11" SIZED SIGN �.., In o r e r to O PLASTIC DRAIN GRATE TO FIT 4 " (I (= 6 COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. DIAMETER PVC DRAIN PIPE. O FINISH GRADE 1. GUIDELINES FOR RECLAIMED WATER USE w C onserve Water 30 BUBBLER HEAD PER LEGEND, 1" BELOW 8 A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING FINISH GRADE. 2 PER TREE UNLESS o .0 9 OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED OTHERWISE cALLEd FOR ON PLANS. o ' '." SUPERVISORY PERSONNEL ON -SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT 4 SCH. 80 NIPPLE, LENTH AS REQUIRED, UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. _z 2 REQUIRED.. 9 314" •.� :: -. ... 50 1/2' MITI DRAIN VALVE. B . IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN -OFF, POOLING, AND PONDING. RECLAIMED WATE IN USE o 1 MARS USTn R ATE SHALL NOT EXCEED ADJUSTED SO AS TO BE COMPATIBLE T,BL WITH THE LOWEST SOIL NATIVE SOIL .4111� PLAN VIEW 07 PVC LATERAL LINE. INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING DO NOT DRINK NO TOME cJ ® DRILL THROUGH PIPE' SECTION VIEW THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES EL AQU 0 SCH. 40 3/4' x 1/2' PVC ELL (ST) THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). WASH HANDS LAVESE $VS 10 AMENDED BACKFILL PER PLANTING PLAN C. ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE Q UNN&WED NATIVE SOIL CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND H CONTACTING MANOS LEGEND DE U AR © LOTS w t 4' DIAMETER x 36" LONG AND STREETS AND SIDEWALKS. PERFORMATED PVC DRAIN PFE. FILL D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL a C MAINLINE FROM SOURCE O 18" DEPTH. VAL 3 GRAVEL TO BOTTOM OF GRAIN 3 FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD O BALL VALVE. 0 ROOT BALL OF TREE. _ BE REPAIRED AS SOON AS THEY BECOME APPARENT. NOTE: U 3 REMOTE CONTROL VALVES. QUANTITY PER PLAN. 0 2' LAYER OF MULCH OVER LIWDSCAPE 3 E. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OR THE 1 . LETTERS SHALL BE WHITE O PROVIDE A MINIMUM 12" SEPARATION BETWEEN FABRIC. PRESENCE OF RECLAIMED WATER PERSONNEL MUST BE INFORMED THAT R.C. WATER VALVE BOXES. 8 LANDSCAPE FABRIC. EXTEND MIN. 6' IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING BEYOND DRAIN GRATE EDGE. PURPOSES, HAND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF Z. BA CKGROUND FOR SIGN SHALL BE PURPLE (PANTONE S1Z) O QUICK COUPLER VALVE. PROVIDE A MINIMUM 12" EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION SEPARATION BETWEEN VALVE BOXES. DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE 3. SIZE OF SIGN SHALL BE 9 3l4" X 13 1/4" 7 CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF 5 MAINLINE O 12" DEPTH. YOUR EMPLOYEES. O PLAN VIEW F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON -SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO,AND APPROVED 8Y, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN DO NOT DRINK SIGN N.T.S. MAINLINE LAYOUT TREE BUBBLER ACCORDANCE WITH DISTRICT STANDARDS. N.T.S. N.T.S. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED NTH IDENTIFICATION TAGS. METER BOx w IMETM A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3 "x 4 PURPLE IN COLOR, SIDEWALK MATH THE WORDS " WARNING RECLAIMED WATER - DO NOT DRINK Q IMPRINTED ON ONE SIDE, AND "AVISO - AGUA IMPURA- NO TOMAR" \ CURB r ?�" AND IMPR BLACK I COLOR. USE TAGS E AS MANUFACTURED BY T. P E R MANENT 1 ENTERPRISED OR APPROVED EQUAL — - 2 RAINBIRD 1800 SERIES PCS SCREEN PERFORMAKE CHART " °x-°' - - B. ONE TAG SHALL BE ATTACHED To EACH VALVE AS FOLLO I — 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE -WRAP Dff — - C — I MODEL PCS -010 PCS -020 PCS -030 Pc94I * CS -060 Ell I CS -090 PCS -125 PCS -175 PCS -260 PCS -370 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE -WRAP I :.•: ~"'`: :.:::: _— _ 3 GPM .1 .2 .3 A .6 .9 1.25 1.75 2.60 3.70 OR I 1=1 I I =) COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED POTABLE SERVICE LINE 12' MINIMUM 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. I I I =11I —� GIF 8H 0' T 8' 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SIT I ® SPRINKLER HEADS. p 64 r r 10'MiNIMVM TO POTABLE MAINLINE IN STREET 2. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED 100 10 10' WITH A SIGN BEARING THE WORDS RECLAIMED WATER USED FOR IRRIGATION IN - ENGLISH AND SPANISH, WITH BLACK LETTERS 1 HIGH ON A PURPLE BACKGROUND THE sEcnON VIEW - N_T.S OT r 10' SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS 10Q r 10' PERSONNEL UTILIZING THE EQUIPMENT. ok DIMENSION A e C D 12F 3' S' T 8' 10' 12' MO's. RECLAIMED WATER IRRIGATION MAINLINE WISLEEVE ks 1/2" TO 4 IN SIZE WHERE BELOW VEHICULAR PAVING 36" 36" 24" 4" 12T '0, 1 0 ' VERTICAL CLEARANCE OF 12' MINIMUM W MANDATORY WHEN Q CROSSING OF A POTABLE WATERLINE INSTALLATION OF 1/2" TO 4' IN SIZE WHERE BELOW PEDESTRIAN PAVING 18" 18' 12" 4" 1 37 1 1r RECLAIMED WATER IRRIGATION MAINLINE 24' FRO FACE CW 1 5F S' T Be 11' 13' S IDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL W 150 lie Ar s' r 1r 15' CLEARANCE FROM POTABLE MAINLINE IN STREET $ (� NAG E NOTE AST 8' 1 r 15' ISQ 1r 15' POTABLE MAINLINE CROSSING i 93ST TX14' 8'X16' 9'X18 LEGEND NOTES 1 4'X12' 47(24' 4730' 1 47(16' 47018' 4•X24' 4'X30' SLEEVES SHALL BE 2 TIMES THE DIAMETER of 1 SE 4'X14' 4'X18' 4'X1 S' � Q O PAVING PER PLAN. THE PIPE OR WIRE BUNDLE CARRIED. SF-5 w • 3' - _ - _ - _ - _ 2O SAND BACKFILL COMPACTED BUNDLE WIRING do WRAP W/ ELECTRICAL TAPE O 3" s" lcr 19 2' 3" WIDE METALLIC MARKER TAPE TO MATCH RECOMMENDATIONS 10' INTERVALS. 10" 2 • FOR ADJACENT SUB - GRADE. ALL MAlNUNE PIPING SHALL BE INSTALLED IN SCET T' •' 3• 5• AL.ERTLIME" PURPLE LATERAL v 0 �— RECLAIMED WATER PIPE FROM IRRIGATION HEAD O SCH. PVC LATERAL UNE ACCORDANCE W/ MANUFACTURER INSTALLATION - 16F Ir 4' 14' 1 TO IRRIGATION HEAD. WHENEVER THE LIMES CROSS THE SPECIFICATIONS. • ® SCH. 40 PVC WIRE SLEEVE. 6H 1 3 POTABLE PIPE NO SLEEVE Is REQUIRED. LZ ALL PVC MAINLINE, PVC LATERAL UNES. & 16Q 6w r 5' i' 1 r 16• I o O SCH. 40 PVC MAINLINE CONTROL WIRES SHALL BE SLEEVED BELOW ALL - 22F 3' 1 4' 8 1 T ' o PURPLE COLORED PRESSURE SLEEVE. HRDSCAPE ELEMENTS W/ SCH. 40 PVC. =H 4" 1 3' S 1 Z' 18' MAINLINE PIPE. UNLESS OTHERWISE SPECIFIED ON PLANS 0 6 UNDISTURBED SOIL PROVIDE SLEEVES O 2 TIMES THE DIAMETER OF 22Q Or 6 10' 16' 20 j THE PIPE OR WIRE BUNDLE. NOTE. CONTRACTOR SHALL MARK EDGE OF PAVING CONTRACTOR TO DETERMINE PCS SCREEN FOR HEADS MARKED IN PCS COLUMN OF LEGEND WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER ABOVE BOTH ENDS OF SLEEVE W/ A SCORE UNES CROSS, THE RECLAIM LINES SHALL BE INSTALLED BELOW THE MARK TO DESIGNATE SLEEVE LOCATION. POTABLE WATER LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE. V SLEEVE ENDS SHALL EXTEND 12 BEYOND EDGE THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE Z OF HRDSCAPE. UNE FOR A TOTAL OF 20 FEET. AFTER INSTALLATION OF PIPE A IRE, CONTRACTOR SHALL FILL REMAINING VOID IN ENDS OF SLEEVES W/ CONDUIT PUTTY. N.T.S. ABLE WATERLINE - { v 12' MIMMn)M CLEARANCE TYP. PCS SCREEN CH ART N.T.S. SLEEVES N.T CLAIMED PRESSURE MAINLINE i SLEEVE Aor— UC. 111 45 NIT FIRE PROTECTION DISTRICT SAN DIEGO DEPARTMENT OF COMMUNITY DEVELOPMENT } ��\ g o ENCI As COMMUNITY SERVICES ENVIRONMENTAL HEALTH i NOL IREr _ APPROVED BY: DATE: APPROVED BY DATE: APPROVED BY: DAT : RECLAIMED WATER PIPE / POTABLE WATER PIPE SECTIO or cw_�f o DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED MONUMENT PLANS FOR: *tn HORIZONTAL BY: DATE: 628 BY: LOCATON: �� ENC /N /TA S RANCH I COMMUNITY /DENTIF /CAT /ON RECORDED FROM: R.L NO. 2103 AND ENHANCEMENT FEA TURFS —B 4 4 VERTICAL DATE: DATE: 12/ 14 101 DATE: /Z D ELEVATION: DATUM: SIGNATURE EXPIRES 2 YEARS FROM OATS EXP. ' T— WORK PROJECT NO. T. M. NO SHEET 90F 14 ti PLANT LEGEND SYbd 10jfkb L N NAM FIC RUB FICUS RUBI KNOSA RUSTY LEAF FIG SEE PLAN MCILTI BRANCHED POD HEN C� VS �' /�j � � ,O Y 4 ^ ARANCHED O AGA QUE ACfAPANTHUS L LY OF THE NILE S GAL. l. •QUEEN ANNE BMW DOUGAMM12A. BOUGAINVILLEA S GAL. •LAS• 0 HIB WHI E BISCUS 'WFIITE VnNc s' HIBISCUS S GAL. LAV DEN LAVENDULA DENTATA !BENCH LAVANDER S GAL. PAO SUN 1 UM'SUPIDOWNER' FLAX S (ML. NO VAR PE>I091t MUM'VARIEGATA' FLAX S GAL. v � V RHA PIIN RHAPIROUEM I. !'EViCIE E�IDIA AAWTHORNE S GAL. 0. STR REG STRELITZIA RBOINAE BOW OF PARADit3E 3GAL. to J AS '"- ,� G-1 MULCH -1 OMM GRIM (MTALL IN ALL ME" I GROUND COVBR AREAS x1 1 `5 • J V UNLM DRECT)3D OTHERWISE BY THE LANDSCAPE ARCHITECTS). I oo DIl LEI �" , , 9ODDED Tvu7 - MARATHOTI IL g9 E=TtN0 WLF COURSE �• dSl1 42E c. 1i l ay- I 4 gG ✓� N 1 , lo e to I �� ,, •• • SI A P % • » t s� 5 • ' v p qp • • - • • G o . �, L� Iwo - v 6 • Ile- fjapl�5 ` P2 -3-44 �o � EXISTIN5STREET ENHANCEMENT 82. QIJ� ARC , QTJ N� � . 4fzA w �4gT� Gxl sT - TA -M ro SIN o� • IAA I o AWAY rr--I nx 1:5 0 ENCINITAS FIRE PROTECTION DISTRICT COMMUNITY SERVICES SAN DIEGO DEPARTMENT OF COMMUNITY DEVELOPMENT • ENVIRONMENTAL HEALTH BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: v i � T Ic »= s � • �1 i 17 1 REVISIONS APPROVED DATE REFERENCES �'� DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT CHECKED °1f APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT ' DRAWING NO. oESCMIP110W. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED �0W& BY: oATE: �� � o 6287-1 U=TM: ENCINITAS RANCH COMMUNITY /DENTIF /CA TION lyfmfl RECOM" FIRM I 5 � R. . NO. Z / y ' AND ENHANCEMENT FEA TURFS - B vERttcu DATE: nV�'►�• fir% SJCAG+ r&W EXRIRES ? WARS FROM 4ITE EXP. DATE: �2,LI DATE: � �� WORK PROJECT NO. T.M. NO. { o ar• � PLANTING NOTES t REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND-OTHER PLANTING INFORMATION. 2 3 I 1 , .•: NOTIFY OWNERS AU TNORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF � WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. _ 5 9 N REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD 4 6 CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY " `�OTHAL Mk FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 2 LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM LEGEND 3 FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL ' SHRUS OR VINE PER w'" AR RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH ©o'TM N O" < som, WOROS M Fi1S AT MY sEEO DROSEfD ENO OF DAMAGED UTILITIES. ►I.*W ESTAEUS 1�trR rtTdOD FOR ALL MUWWC MI LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS HYDRANTS, ® FRIM WOO TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY O „) •'' 5 LJ now SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. `" 0 p oowFAcTm ra (roe 4 PLANT14C SPECS /NOTES). _ _ _ 6 OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON —SITE (3) umwnrRm Nim sm 2 x ROOTRA A EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS LEGS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO O TREE PER PLAN. TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT EW H ,, 9MW 060 (WME UMTH PRA „ UMM M ALFAS: GROWTH. AT END OF PLWT WAN"0011Iff PEMW FOR ML INDAWIM 11111115M). 11111115M). z (D FRNSH 011010E AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLAN 114G AREAS, HAVE SOIL SAMPLES- 111100TaMl (SU CMW +I MOW FWW TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION . HAVE SAMPLES TESTED BY 0 aw*cm sewn wa mm mmwm . BUTLER MILL (619)263 -6181, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND © LINIM ,RM MI SDX. SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) TRNr To. Of sum GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN mvm sr mm ! APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL 22 M x- ° a s F,A ES. Lowm 110 M M.L W oo -m «" R°°'sry. PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY n � x�a'°"` `°°� '�°`E cs c NNDTAtL Nl1t " UPON RECEIPT OF WRITTEN CHANGE ORDER FROM OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF LOCATIONS FOR SOILS TEST ARE NOT FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAID LOCATIONS PRIOR TO BEGINNING ANY WORK. LJ KILL AND REMOVE ALL EXISTING WEEDS FROM HYDROSEED AREAS AS FOLLOWS: PRIOR TO n HYDROSEED APPLICATION, WATER AREAS SUFFICIENTLY FOR A MIN. OF 14 DAYS TO GERMINATE WEEDS. PRIOR TO APPLICATION OF A CITY APPROVED CONTACT HERBICIDE A S H R U PLANTING B TREE PLAN-TING Q OBTAIN REVIEW AND APPROVAL OF ADEQUATE WEED GERMINATION FROM CITY INSPECTOR 1 APPLY CONTACT HERBICIDE PER THE RECOMMENDATIONS OF THE CITY /LICENSED PEST u CONTROL AGENT. REPEAT ABOVE REFERENCED PROCEDURE AS REQUIRED ANDS DETERMINED BY CITY INSPECTOR. REMOVE OR TREAT WEEDS AS NECESSARY THROUGHOUT ENTIRE MAINTENANCE PERIOD TO ENCOURAGE OPTIMAL ESTABLISHMENT OF HYDROSEED EDGE OF PLANTING AREA MIXES. - REFER TO SPECIFICATIONS FOR PRE EMERGANT APPLICATION IN ALL NON (U HYDROSEED AREAS. 2 \a IV, ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. � � � � • • • • • • a 95 4 OBTAIN COPY OF LATEST CIVIL ENGINEER'S PARKING STRIPING PLAN. ALIGN TREES WITH - PARKING STRIPES IN PARKING LOTS AS SHOWN. \ LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH �' 3 —• • • • • • • O PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO / REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE ,� EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. 6 • • • • • ��� O LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL LEGEND. a DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON LEGEND. CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE 1. CROW OF PLANT TO BE PLANTED 1/2 -1' ABOVE � ARCHITECT OR OWNER. FINISH GRADE EQUAL 2. BASIN ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM 3. PLANT TABLETS PER SPECIFICATIONS 4. TEMPORARY EARTH BERM S. BACKFlLL MIX PER SPECIFICATIONS FINAL LOCATION ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE 6. NATIVE SOIL NOI OWNER'S AUTHORIZED REPRESENTATIVE. 7. TYPICAL UTILITIES PEDESTAL A. ALL SHRUBS/ ROUNDCOVER SHALL BE PLANTED AT EQUAL PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPACING (TRIANGULAR) UNLESS OTHERMMSE INDICATED Q SPECIFIED SPACING SHALL TAKE PRECEDENCE A. FOR REQUIRED PLANTING METHODS REFER TO ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SPECIFICATIONS (NOTE SPECIAL TREATMENT) B. FOR SLOPE PLANTING SHAPE: SHAPE UPHILL SIDE OF PLANT PIT FOR SMOOTH, CONTINUOUS AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND /OR c FOR S I S CREENING NITO GRADE ( S 1 � GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAW ONE—HALF THE PROVIDERS SHRUB SETBACK REQUIREMENTS AND COMPLY V SPECIFIED ON- CENTER SPACING. D FOR EXISTING PLANT LOCATIONS REFER TO PLANS. 2 INSTALL GROUND COVER AND /OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS 2 OTHERWISE INDICATED C SHRUB PLANTING AROUND UTILITIES D SHRUB ANO GROUNDCOVER SPACING W PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT 1 GALLON AND Z LARGER PER SPECIFICATIONS. Q FOR ALL TREES WITHIN 5' -0" OF CONCRETE / D.G./ A.C. PAVING INSTALL- A 24" LINEAL ROOT BARRIER AVAILABLE FROM DEEP ROOT 1- 800 - 766 -8835 MODEL #LJ624 -2. MATERIAL 10 MIN. BEYOND TREE PLANTING IN BOTH DIREgTIONS ALONG PAVING EDGE. Q WATER BARRIER JOINTS L O R P AL MII O 6 BARR SEALED WITH A A DOUBLE ROW OF BARRIER ADJACENT MANUFACTURERS �\ PAVING WITH A BEAD OF SILICONE SEALANT. NT LINES SHALL BE NEAT TRIM SMOOTH AND �( ALL CURVE TO CURVE AND CURVE TO TANGENT UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. REFER TO PLANT UST FOR PALM TRUNK TO BE LIST ON THE PLANT MATERIAL GUARANTEE ALL EXISTING TREES THAT HAVE HAD WORK HEIGHT PLUMB (VERTICAL) p PERFORMED WITHIN 6' OF TRUNK. V PALMS - ANY PALMS INDICATED ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR 2 IN A "SKINNED" TRUNK CONDITION UNLESS NOTED OTHERWISE OR INDICATED BY THE LANDSCAPE ARCHITECT. 12" CLEARANCE Q 3" LAYER OF MULCH DURING THE LENGTH THE GUARANTEE PERIOD BE RESPONSIBLE FOR PROPER STAKING FINISHED GRADE Q AND /OR GUYING OF TREES TO ENSURE STABILITY. ~ 2 MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH BACKFlLL 100% WASHED A 3" DEEP LAYER OF 'MEDIUM GRIND MULCH' AT THE CONCLUSION OF PLANTING OPERATIONS. PIASTER SAND y ROOTBALL W NOTES: _�- -:s;E 6" BACKFlLL ALL BACKFlLL TO BE WATER JETTED COMPACTED SUBGRADE Q 1 M g EXISTING TREES SYMBOLS DURING PLANTING FOR MAXIMUM `�� � STABILITY. 021 0 ENCINITAS ARE PROTECTION DISTRICT COMMUNITY SERVICES SAN DIEGO DEPARTMENT OF COMMUNITY DEVELOPMENT o ENVIRONMENTAL HEALTH T� _ I Q �r APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: E PALM TREE PLANTING � v v DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1 DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED MONUMENT PLANS FOR: BY: DATE: �L• •0 6287-1 LOCATION: HORIZONTAL � : BY. ENCINI TA S RA NCH COMMUNITY IDENTIFICATION —B RECORDED FROM: VERTICAL DATE: R.L.A. NO. 214 AZ 10 0� AND ENHA NCEME`NT f EA TURFS DATE: 121 Iq � e � DATE: ELEVATION: DATUM: SIGNATURE EXPIRES 2 YEARS FROM DATE EXP. WORK PROJECT N0. T.M. NO. 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