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Home My WebLink AboutDWG 539-4M; CUP 2023-0001; OMNI LA COSTA DRIVING RANGE EXPANSION; 01-30GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3 BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M TO 6:00AM. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 AM. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT DAVID SMALLWOOD AT (760) 931-7525 OR AFTER HOURS CONTACT DAVID SMALLWOOD AT (808) 268-6187 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIR[ MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (760) 438-2722. BTG GOLF LLC. C:\DRAWING FILES\TITLE SHEETSIRECYCLED WATER TITLE SHEET.DWG 7/20/2019 2100 Costa Del Mar Road, Carlsbad, CA 92009 DRAWING INDEX· . SHEET DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE GOLF COURSE IRRIGATION DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY (!,,,{l<-1/4:J.c! ~ (PLANNING SYSTEMS) Date: ,5 -:Z, • :Z. B PHONE NO: (760) 931-0780 EXT. 106 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY:d~ 6. ~ (PLANNING SYSTEMS) SIGNED UNDER PENALTY OF PERJURY PHONE NO: (760) 931-0780 EXT. 106 BACKFLOW PREVENTER TESTING: Date: 8· Z· Z/3 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOWTESTERS CAN BE FOUND BY CALLING (442) 339-2722. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. E-MAIL THE FORM TO: bp@dugmoredesignstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTII.ITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. A SEPERATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. CONTRACTOR SHALL COORDINATE WITH CMWD AND DEH REGARDING THE USE OF RECLAIMED WATER PRIOR TO CROSS CONNECTION TESTING .. IRRIGATION DESIGN NOTES 1. IRRIGATION SYSTEM FOR THE PARKING LOTS AND WATER QUALITY BASINS DESIGNED BY PLANNING SYSTEMS. (SEE SHEETS 12-17) 2. DRIVING RANGE IRRIGATION SYSTEM DESIGNED BY BTG GOLF LLC. (SEE SHEETS 2-11) 3. BTG GOLF LLC IS RESPONSIBLE FOR ALL IRRIGATION SYSTEM INFORMATION PROVIDED FOR THE PROPOSED DRIVING RANGE EXPANSION AREA. 4. THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEHQ. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. 5. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. 6. CONTROLLERS MUST HAVE LABELING IDENTIFYING RECYCLED WATER USE. PLAN NOTES 1. ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. DI CITY OF OCEANSIDE 18 PACIFIC OCEAN ;i' ~ ,·._-., ; . ·---~,'.: ',:-,. . . __ . •".::::'', Cl1Y OF ENCINITAS VICINITY MAP NOTTO SCALE NOTTO SCALE .. ...-'--...;.__··. __ • -_<..;:;.f...;;,. /"::::r:"Ji:~~~·io/~ ~I?tf : ... •· •·r, ;:;:~·-• •... 7£.r ~ ~: :)::_1$ ; .. ~:?,;,~,!)·~:;;~g; :;?~;("; : ,. . . ~ ~-.... ""1 /.· ... ,,v... • . "·•"· .,.,.,Al~ L ...... ''"'3 ,~:;;;:. /f \t.',' ,~, , \, ::~~~:~)(?\:: • • . :··:-\-2,.'_:_:·',~,~:' .-- 83 NORTH KEY MAP SCALE. 1" ~ 300' SHEET TITLE TITLE SHEET IRRIGATION LEGENDS & NOTES (DRIVING RANGE) IRRIGATION PLANS (DRIVING RANGE) POTABLE WATER METER LOCATION (DRIVING RANGE) RECYCLED WATER METER LOCATION (DRIVING RANGE) IRRIGATION ELECTRIC (DRIVING RANGE) IRRIGATION DETAILS (DRIVING RANGE) IRRIGATION LEGEND AND NOTES (PARKING LOTS) IRRIGATION PLANS & DETAILS (PARKING LOTS) IRRIGATION DETAILS (PARKING LOTS) IRRIGATION SPECIFICATIONS (PARKING LOTS} WATER CONSERVATION PLAN PLANTING PLANS & PLANTING LEGENDS PLANTING NOTES & TYPICAL DETAILS (PARKING LOTS) TYPICAL DETAILS (DRIVING RANGE) CONSTRUCTION SPECIFICATIONS TOTAL SHEETS: NOTE: The term "FRESH WATER", where used in reference to irrigation refers to "POTABLE IRRIGATION WATER". The terms are interchangeable. 1---L_E_UC_A_D_L_"_VA_S_T_E,_VA_T_E_R_D_IS_TR_I_CT __ --I COUNTY OF SAN DIEGO PuBucsEwERsYsrnMArrRovAL Department of Environmental Health and Quality RT DIAL TOLL FREE 1-800-422-4133 AT LEAST 1'1\10 DAYS BEFORE YOU DIG APPROVED BY: LWD DISTRICT ENGINEER ~ ~;3 1 ~9~1. i /J../2"1 D~}~(~on~~'/-~, f6 RCE Dexter Wilson Eugiu~ering, foe_ 6130/2024 APPROVED BY: Exr. 0,1a ENVIRONMENTAL HEALTH SPECIALIST q DAE NUMBER 1 2 3-4 5 6 7-8 9-13 14 15-17 18 19 20 21-23 24 25 26-30 30 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD 2. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l---+----+-1----------------+---+----l----+--~I SH1EETII '===:'..'·'=====:::::::::PLA==:N::::N::::IN:::::G::::::::Dl::::V::::IS:::::IO::::N::::::======:::; 1---+----J.-----------------+---+----l----+--~ LANDSCAPE IMPROVEMENT PLANS FOR: Hanse Golf Course Design Malvern,PA PS PROJ. NO. 210613 PLANS PREPARED: JULY 11, 2023 11~ II LAND USE / COASTAL PLANNING PLANNING [□ ......, I.IINDSCAPS ARCHITSCTI/RS-Waaoo SYSTEMS , LJ POLJCY AND PROCESSING • • ENVIRONMENTAL MITJGATION 1530 FARADAY AVENUE. SUITE 100. CARLSBAD, CA 82006 (760) 931-0760 • FAX {760) Q31-5744 • lnfo@plannlngl!lystems.net CARLSBAD MUNICIPAL WATER DISTRICT 7-11-2:1 F~ 1-D~@A-~.:....i,.....i-+-&t&----"'--"'-=-~8-/J, .23 Exp·ration Date: 12-31-24 DISTRICT ENGINEER DATE OMNI LA COSTA DRIVING RANGE EXPANSION TITLE SHEET l----+--l----------------l----+----11----1-----.11 APPROVE~:k ~ . PLANNING ~ DATE INITIAL OESIGN'::R OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: _.!11.,!___ PROJECT NO. CHKD BY: --LPC2023-0010 RVWD BY: DT CUP2023-0001 DRAWING NO. 539-4M >® waits mee sR a | LEGEND SPRINKLERS - TORO 75° Sprinkler Spacing (VIH) Part Circle, FLX55-55-8-1-(7) (Green Nozzle) Performance: 76' Radius / 39.7 GPM @ 80 psi. PR=1.46"/hr. Swing Joint, TSJ-15A-12-5-15A or Lasco G340-412. Detail Sheet 11 @ B 65' Sprinkler Spacing (VIH) Full Circle, FLX34-34-6-1-7 (Orange Nozzle) Performance: 72' Radius / 28.1 GPM @ 65 psi. PR=0.74'/hr PUMP STATION South Pump Station - 3000 GPM at 120 psi discharge. (Existing) Meter location. CONTROL SYSTEM E-OSMAC field controller. EXX-P-6A-N-M3. There will be several controllers saved during the re-configuration. At the Golf Course Superintendents discretion, they may be used for parts to fill out controllers that need expanded station capacity. Detail Sheet 13 @O Existing E-OSMAC field controller that has been moved or is to be removed. Refer to additional notes on plan. X a Controller Zone ID. Matches corresponding controller. Swing Joint, TSJ-15A12-12-5-10A or Lasco G2MC-412. Detail Sheet 11 0 @ Mn yy Station count. Minimum station count required for this zone / controller. Part Circle, FLX35-34-6-1-(7) (Orange Nozzle) Detail cen © mee @ Performance: 68' Radius/28.2 GPM @ 65 psi. PR=1.48"/hr Swing Joint, TSJ-15A12-12-5-10A or Lasco G2MC-412. Detail Sheet 11 @ ® Part Circle, FLX35-34-6-1-7 (Orange Noz), with Tail Nozzle #102-6531 (Grn/Wht). Performance: 66' Radius / 32.5 GPM @ 65 psi. PR=1.48"/hr. Swing Joint, TSJ-15A12-12-5-10A or Lasco G2MC-412. Detail Sheet 11 @ @B 30'- 45’ Sprinkler Spacing (VIH) Part Circle, FLX35-31-6-1-(7) (Yellow Noz) with adjustment screw 363-4939. Performance: 53' Radius @ 15°/ 14.4 GPM @ 65 psi. PR=1.58 - 2.56"/hr Swing Joint, TSJ-15A12-12-5-10A or Lasco G2MC-412. Detail Sheet 11 Q@ @B Use radius adjustment screw to achieve optimum radius. VALVES Toro 474-00-1" Quick Coupling Valve - (Potable Water System). Detail Sheet 11 @ Swing Joint TSJ-15A10-18-3-10QC or Lasco GiMS-218. NOTE: There are NO Quick Coupling Valves on the Reclaimed Water System for this project. Existing lateral valve location. Valves to remain intact. Some existing valves were not used in the new configuration. Maintain these locations for future. New lateral valve location, Main line size x 2". Detail Sheet 9 4) Harco 8411062PQ or Leemco LV-200S. (with Cross Handle). For locations with 3" pipe to greens, use Harco 8413062PQ or Leemco LV-300S. Main line Gate Valve. Sizes noted on plan. Detail Sheet9 @ American Flow Control Series 2500, Clow, Leemco or Muller equal only. Valve shall be of US manufacture, resilient wedge shall be fully encapsulated with EPDM rubber, stem shall be stainless steel or low zinc bronze, all bonnet and gland nuts and bolts shall be stainless steel, valve coating shall be fusion bonded Epoxy inside and out. Existing Pressure Reducing Valve. CLA-VAL, at Potable Water Point of Connection. Air/Vacuum Release Valve. Bermad |R-2"-C10-P-NM. Install where indicated on Plan. Detail Sheets 9/106) @ Flushing/Drain Valve - 3". Leemco LMV-33SB. Detail Sheet 10 © @ PIPE Existing Mainline Pipe, Reclaimed Water. Class 200 PVC, Rubber Ring Joint. Sizes noted on Plan. Existing Mainline Pipe, Potable Water. Class 200 PVC, Rubber Ring Joint. Sizes noted on Plan. New Mainline Pipe, Reclaimed Water. Class 200 PVC, Rubber Ring Joint. Sizes noted on Plan. Depth of cover to be 24" All Reclaimed Water piping shall be purple in color. Use two layers of Warning Tape. Detail Sheet9 @) @ New Mainline Pipe, Potable Water. Class 200 PVC, Rubber Ring Joint. Sizes noted on Plan. Depth of cover to be 24" Pipe shall be white or blue in color. Detail Sheet 9 @ @ Lateral Pipe, Reclaimed Water. 2" Schedule 40 PVC, Solvent Weld Joint. Depth of cover to be 18". Reclaimed Water piping shall be purple in color and shall be marked for Reclaimed Water use. Detail Sheet 9 @) Lateral Pipe, Potable Water. 2" Schedule 40 PVC, Solvent Weld Joint. Depth of cover to be 18". Potable Water piping shall be white in color. Detail Sheet 9 @ Use Lasco 315 psi service fittings with Acme threaded outlet for all VIH sprinklers and QCV swing joint connections. All lateral fittings shall be Lasco Surge Guard fittings. Note: Provide 15" minimum depth of cover for all 24-volt wire. All wire to be in a common trench with pipe. All wire installed at bridge or stream crossings and under public or private roadways shall be in conduit. Conduit below grade shall be UL approved Sch. 40 PVC. Conduit above grade shall be UL approved Steel. Existing Transfer line from LVWWWD Reclaimed Water Plant to Irrigation Lake. There is no water meter on this line. Water is delivered directly from the treatment plant to Omni La Costa Resort. Existing Reclaimed Water Sign. Proposed locations for added Reclaimed Water Sign. (6 new signs - Parking Lots and Driving Range Combined) Detail Sheet 13 @ &) «ae The heavy dash-dot line encompassing portions of the irrigation system denotes each individual field controller's area of operation. Extra Wire. Leave an extra signal and common wire at the closest sprinkler or quick coupler location as indicated on the Plan. Fire Hydrant location. EXISTING UTILITIES Potable Water Main Reclaimed Water Main Force Main Sewer - Storm Drain Gas SPRINKLER WIRING Sprinkler wire shall be solid copper with polyethylene (PE) insulation suitable for direct burial applications. Wire shall be supplied by Regency Electric and shall comply with Regency Specification R7079D (or most current revision). Sprinkler control wire shall be #14 AWG. Common wire shall be #12 AWG. Splices in sprinkler wire shall be made with DBR/Y-6 splice kits. An individual control wire shall be installed from each VIH sprinkler and RCV within each control zone to the appropriate satellite controller. At each satellite controller, the sprinklers shall be wired to operate in the sequence preferred by the golf course Superintendent. Mark the final sequence on the Mechanical Drawing of the As-Built Plan. SPECIAL NOTES - RECORD DRAWING: Special Requirements for As-Built Information: As-Built Information shall be provided as called out in section 3.22 of the specifications. The As-Built Base Plans provided after each staking visit shall be used for recording the As-Built information. This information shall be maintained daily during construction, and shall be available on site at all times. The As-Built Plan shall be submitted monthly for the area completed along with the progress payment request. The As-Built information shall be recorded on separate sheets as follows: 1. Mechanical Drawing: including pump station location; pipe routing and sizes (main line and lateral piping); routing of any 24V wire which is not in common trench with pipe; all valve, sprinkler and controller locations. Controller station numbers for all sprinklers shall also be shown on this plan. 2. Electrical Drawing: including power wire routing and power wire sizes; locations of all sleeves used for road, bridge or stream crossings; electrical junction box and satellite controller locations. 3. Communication Cable Drawing (for hard-wired systems only): including communication cable routing; locations of all sleeves used for road, bridge or stream crossings. 4. Utilities Drawing (if required for additional work installed): including routing of any telephone cable, drinking fountain lines, lake transfer lines or other utilities installed in addition to the irrigation system. Contact the Irrigation Designer at (949) 631-8998 with any questions regarding the recording of the As-Built information. Contractor shall provide flagging of all head and valve locations prior to GPS mapping at the completion of the project. BLACK LOGO Za PURPLE BACKROUND 1” BLACK L yf GENERAL NOTES - MECHANICAL: 1. Bids shall be based only on the materials specified. Proposed substitution of equal products will be considered only after award of a Contract. The product submitted must be equal or superior to the one specified in terms of design and function. Only then will the cost implication be considered. 2. Main line pipe installed at the Alga Road tunnel crossing shall be replaced with DR11 HDPE pipe using directional boring along side the tunnel. Contact the Designer and Project Manager or Owner's Representative with a proposed plan for installation before installing this pipe. All pipe installed above ground shall be steel or ductile iron and shall be painted light gray, using rust resistant paint. Use Pantone color 522C for reclaimed water pipe above ground. 3. Main line piping installed at stream or other water crossings shall be Class 350 Ductile Iron with joint restraints. Contact the Designer and Project Manager or Owner's Representative with a proposed plan for installation before installing pipe. 4. Main line piping installed under public or private roadways via open trench shall be Class 350 Ductile Iron and shall be installed in accordance with local codes and regulations governing road crossings. Ductile Iron pipe installed in sleeves shall be installed with joint restraints. Contact the Designer and Project Manager or Owner's Representative with a proposed plan for installation before installing pipe. The Contractor shall coordinate installations at road crossings with other utilities and with the approval of local agencies. In all cases, the installed depth of cover shall be a minimum of 36 inches (92 cm). 5. All sleeving for irrigation piping shall be a minimum of 2x the size of the line that it serves. Sleeving material shall be CL200 PVC and shall be either purple in color if available, or shall be encased in a purple sleeve. Refer to Detail 22 on Sheet 19. 6. Separation between Reclaimed Water sprinklers and Potable Irrigaiton Water sprinklers is a physical/spacial separation of approximately 60' horizontally. If there are any locations with a physical separation of 10' or less, notify the designer for possible additional separation requirements. 7. Prior to beginning work, coordinate with the Designer to arrange site visits for staking. A minimum of 10 working days notice shall be provided in advance of staking trips. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE INA MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER - DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO - AGUA IMPURA- NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ONA PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. | (N.T.S.) WARNING ce Keven WATER DO NOT DRINK CYCLED WATER SH HANDS AFTER CONTACTING LAVESE\GUS MANOS DESPUES DE USAR BTG GOLF LLC. DRIVING RANGE - WELO WORKSHEETS HYDROZONE INFORMATION TABLE Controller Hydrozone Zone Irrigation Plant Hydrozone % of Total # * or Method ** Type/Factor Area Landscaped Valve “= (PF) (Sq. Ft.) Area 135 - 139 ALL ALL rotor SLA = 1 476,732 93% (of overall project) Total 476,732 100% (of driving range area) Maximum Applied Water Allowance Non-Residential: MAWA = (ETo) (.62) [(.45 x LA) + (.55 X SLA)] MAWA = Maximum Applied Water Allowance in gallons per year ETo = Evapotranspiration in inches per year 0.62 = Conversion factor to gallons per square foot 0.55 or 0.45 = ET adjustment factor (ETAF) for plant factors and irrigation efficiency LA = Landscaped area, includes special landscape area in square feet. -045 or 0.55 = The additional ET adjustment factor for a special landscaped area (1.0-0.55 = 0.45 or 1.0-0.45 = 0.55) SLA = Special landscaped area in square feet. ETo = 47.0 East of El Camino Real LA = 476,732 SLA = 476,732 MAWA = (47.0) (.62) [(.45 x 476,732) + (.55 X 476,732)] MAWA = (47.0) (.62) [(214,529) + (262,203)] MAWA = (47.0) (.62) [(476,732)] MAWA = 13,891,970 gallons per year ETAF = 1 for Recycled Water Use and Recreational Areas 100% of this project is Recycled Water Use and/or Recreational Area Total irrigated area for this project = 476,732 sq. ft. DRIVING RANGE - HYDROZONE TABLE FOR CALCULATING ETWU CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number with SLA Zone Below Process Step No (Below) 1 2 SLA Evapotranspiration Rate 1 47.0 (ETo) Conversion Factor 2 0.62 (Step 1 x Step 2) 3 29.14 Plant Factor 4 NA NA Area of Hydrozone (sq.ft) 5 NA NA 476,732 (Step 4 x Step 5) 6 NA NA Irrigation Efficiency 7 NA NA (Step 6 x Step 7) 8 NA NA (Total All step 8 + 9 476,732 SLA sq ft in Step 5) Step 3 x Step 9 Estimated peryear(ETWU) Total | 19,891,970 shall not exceed MAWA MAWA = ETWU = 13,891,970 gallons INSPECTION PROCEDURES DRIVING RANGE - AVERAGE PEAK IRRIGATION WATER WINDOW CALCULATION Average Monthy ETo August = 5.1" Average Daily ETo August = 5.1"/31 days = 0.16"/day Irrigated Acreage = 476,732 sq.ft = 11.0 Gallons/ acre-in = 27,154 gallons Pump Station Capacity = 2,250 gom Computer Scheduling Efficiency = 75% Average peak daily requirement: (0.16"/day) x (27,154 gallons/acre-inch) acres x 11.0 acres = 47,791 gallons/day Estimated Daily pump station run time for average peak irrigation: 47,791 gallons/2,250 gom = 21 minutes 23 minutes/60 min/hr = 0.35 hrs Adjusted for Scheduling Efficiency : 2.97 / 0.75 = 0.51 hours DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. . ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. . REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. . CROSS-CONNECTION TEST IF REQUIRED. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. m ~I i @ g m PS PROJ. NO. 210613 LAND USE PLANNING Ea LANDSCAPE ARCHITECTURE—LAg3900 SYSTEMS POLICY AND PROCESSING 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WI LL COVER A-| OF THE DISTRICT FINAL INSPECTION. CROSS CONNECTION TESTING IS TO BE DONE EVERY 4 YEARS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. NOTE: INITIAL CROSS CONNECTION TESTING MUST BE COMPLETED WITH A SEPARATE POTABLE WATE R SOURCE. CONNECTION TO RECYCLED WATER IS NOT TO BE MADE UNTIL SUCCESSFUL COMPLETION OF THE CROSS CONNECTION TEST AND INSPECTION, AS DETERMINED BY CMWD AND DEHQ Ff LOCA APPROVED FOR LANTING ONLY, INCLUDING PRECISE TION OF PLANTING AREA. "AS BUILT" JULY 11, 2023 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 * FAX (760) 931-5744 * info@planningsystems. net RCE EXP, —— DATE / COASTAL PLANNING ENVIRONMENTAL MITIGATION REVIEWED BY: INSPECTOR DATE et CITY OF CARLSBAD 1” BLACK LETTERS 12” X 36” SIZE Ne slack LETTERS 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS cere In Order to rere Water... 2 PLANNING DIVISION WATER LANDSCAPE IMPROVEMENT PLANS FOR: IN USE OMNI LA COSTA @ 2 Paw a DRIVING RANGE EXPANSION “|e IRRIGATION LEGEND & NOTES (DRIVING RANGE) APPROVED: | AVESE SUS MANS DESPUES DE USAR Bun Af MRuun © rasa _ Bly [23_ PLANNING 18” X 18” SIZE : ae ee ere a - TESCRIFTION Save [ial | ave [Tae | [Sey ay PC Otto EAN Ne vroroton pete, 12-31-24 [DESIGNER OF WORK EVISION OTHER APPROVAL | city APPROVAL | [RVWD BY: CUP2023-0001 IRRIGATION DESIGN NOTES 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEHQ. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. 2. DRIVING RANGE: SEPARATION BETWEEN POTABLE AND RECYCLED WATER IRRIGATION SYSTEMS SHALL BE 10 FEET SPRAY HEAD TO SPRAY HEAD. BTG GOLF LLC. Expirclion Dote: 12-31-24 0 50 100 FT 83 NORTH SCALE: 1" = 50 FT. PS PROJ. NO. 210613 ••II JULY 11, 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA,113900 POLJCY AND PROCESSING ENVIRONMENTAL MfflGATION 1630 FARADAY AVENUE, 81,JITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • infottplanningl!l)'lllema.n11t INDEX MAP SCALE: 1" = 1000' APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. ____ _ DATE REV IEWED BY: INSPECTOR DATE 1 l-------t--+-------------l-----+---1-----+--11 SH3EET 11 CITY OF CARLS BAD . PLANNING DIVISION ~L=A:::;No==s==c;:A_;;P;:::E:::::;::IM:::;P;:::R;:::O=V::::E:::;M==EN::::T;=P=L=A==Ns==F==o==R=: =====::::::'. OMNI LA COST A DRIVING RANGE EXPANSION IRRIGATION PLANS !DRIVING RANGE\ f---+--+---------------+--1----1-----1-----I I APPROVED:L ,..Jf G ),. .. <. flh<1U3 l---t--+-----------------1---1---1------l----1 -~P~LA~N::::N~IN::::G::::===:;-;:::===:=ff:=:::===::::;;:===~ OWN BY: PROJECT NO. CHKD BY: LPC2023-0010 RVWD BY: CUP2023-0001 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRAWING NO. 539-4M I I \ \ ~ --.__ I _;'v --. } \ 'I I, -- ~>--,.,-:<·, ~-,, I•.·-,,>"-'/ / I ~><' _/ / / /""• ...... •·• IRRIGATION DESIGN NOTES 1. 2. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEHO. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ON LY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. DRIVING RANGE: SEPARATION BETWEEN POTABLE AND RECYCLED WATER IRRIGATION SYSTEMS SHALL BE 10 FEET SPRAY HEAD TO SPRAY HEAD. X 8" NORTH 7-11-23 ... BTG GOLF LLC. Expirotion Dote: 12-31-24 DATE INITIAL DESIGNER OF WORK \ 0 \ \ 1-5--- 50 1D0 FT \ .. \ " 14,4 •• \_•·:. - -----.\ i \ ' --17.1:,- PS PROJ NO . 210613 _J ' JULY 11, 2023 INDEX MAP SCALE 1" = 1000' APPROVED FOR PLANTING ONLY, INCLUD ING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" II PLANNING SYSTEMS • ••II LANO USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA,f:W00 POL[CY AND PROCESSING ENVIRONMENTAL MITIGATION RCE ___ _ EXP. _____ _ 0/1,TE REVi E\•VED BY: SCALE: 1" = 50 FT. /1\ REVISION DESCRIPTION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • inroaplanntngsystems.net DATE INITIAL DATE INI TIAL OTHER APPROVAL CITY APPROVAL INSPECTOR DATE I sH4EET I ~I _c r_T_Y_o_F_c_A_R_Ls_B_A_D_~I _ PLANNING DIVISION . LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION PLANS /DRIVING RANGE) I APPROVE~ PLANNING DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 _a_t_,c,_[z_>_ I DRAWING NO. 539-4M IRRIGATION DESIGN NOTES 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEHQ. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ 2. DRIVING RANGE SEPARATION BETWEEN POTABLE AND RECYCLED WATER IRRIGATION SYSTEMS SHALL BE 10 FEET SPRAY HEAD TO SPRAY HEAD BTG GOLF LLC. Eipirotion Dote: 12-31-24 0 ES NORTH SCALE: I DATE INITIAL DESIGNER OF WORK 100 200 FT INDEX MAP SCALE: 1" = 1000' APPROVED FOR PLANT ING INCLUDING ONLY, PRECISE LOCATION OF PLANTING AREA. "AS BUILT" PS PROJ. NO. 210613 JULY 11 , 2023 II 1" = 100 FT. REVISION DESCRIPTION PLANNING SYSTEMS ■ ••II LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-L..\13900 POUCY AND PROCESSING ENVIRONMENTAL MITIGATION RCE ___ _ EXP . ____ _ DATE REVIEWED BY, 1530 FARADAY AVENUE, SUITE 100, CARI138AD, CA 92008 {760) 931-0780 • FAX (760) 931-6744 • Inroeplannlna:ayat.ems.net DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION POTABLE WATER METER DRIVING RANGE I APPRovED: _L ig;; e/2,,,fz:'> .PLANNING ~ DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M I IRRIGATION DESIGN NOTES 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEHQ FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. 2. DRIVING RANGE: SEPARATION BETWEEN POTABLE AND RECYCLED WATER IRRIGATION SYSTEMS SHALL BE 10 FEET SPRAY HEAD TO SPRAY HEAD. BTG GOLF LLC. Ell"pirotion Dole: 12-31-24 0 100 200 FT rn NORTH SCALE: 1" = 100 FT. PS PROJ. NO. 210613 JULY 11, 2023 II PLANNING SYSTEMS • ••II LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-U.#3900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE. SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-6744 • lnf~plannlngsyalema.nel INDEX MAP SCALE: 1" = 1000' APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCAT IO N OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE l----+---+-1-----------+---l----l-------+------" I SH6EET 11 CITY OF CARLSBAD '===:..'·':=====::::::::P::::LA:::::N::::N::::l:::::N::::G=D::1::::V::::IS::::10::::N=:====~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION RECYCLED WATER METER DRIVING RANGE I APPROVED.A .. , , i~~ e/,ufz-<, PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0010 539-4M RVWD BY: CUP2023-0001 INDEX MAP SCALE: 1" = 1000' BTG GOLF LLC. 7-11-23 ... Expirotion Dote: 12-31 -24 0 40 80 FT EB NORTH SCALE: 1" = 40 FT. PS PROJ. NO. 210613 LEGEND ----Existing (24v) wire route from controller to main line. @ © ® ® @ Existing route of electrical service from power source to field controllers. Wire Sizes Noted on Plan. Denotes areas where new power wire shall be installed. Wire sizes Noted on Plan. All power wire shall be installed with Reclaimed Water main line, Except where noted on the Practice Facility. Refer to chart below for size and numbers of cables for each location. 240 Volt Circuit Conductors: 2 -#2 UF Ground: 1 -#2 UF 240 Volt Circuit Conductors: 2 -#4 UF Ground: 1 -#4 UF 240 Volt Circuit Conductors: 2 -#6 UF Ground: 1 -#6 UF 240 Volt Circuit Conductors: 2 -#8 UF Ground: 1 -#8 UF 240 Volt Circuit Conductors: 2 -#10 UF Ground: 1 -#10UF GENERAL NOTES -ELECTRICAL: POWER SERVICE TO SATELLITE CONTROLLERS -DIRECT BURY 1. Electrical work covered by these plans and specifications is based on the most current known guidelines of the National Electric Code. All work shall comply with local electrical codes and regulations. The Designer shall be notified of any conflicts with or changes required by local governing codes prior to starting work. 2. Electrical wiring shall be UF copper direct bury as called out in the Electrical Plan Legend. 3. Electrical wiring installed above ground shall be in UL listed steel conduit per applicable codes. 4. Wire #10 and smaller shall be solid copper; wire #8 and larger shall be stranded. Each circuit shall be identified by color-coding and shall include the appropriate grounding conductor. All ground wire shall be green in color unless otherwise required by local code. 5. Splices shall be made in junction boxes with locking or bolt-down lid (jJ) marked "ELECTRICAL" and shall be in accordance with the details accompanying these plans and specifications. A minimum of 12" (30 cm) of additional wire shall be provided to allow splices to be made above ground. Splices shall be made with DB14-4 direct bury splice kits or split-bolt connectors sealed with 3M #4 Size A Scotchcast resin packs (see detail). All splices shall be secured with electrical tape or cable ties to restrain splices. 6. All satellite controllers shall be grounded in accordance with the @ manufacture~s recommendations and local electrical codes. 7. Bonding/ Shielding wire (if required). One (1) #6 bare wire shall be installed from each power source to all satellite controllers common to that source. The bonding wire shall be located in the center of the trench on top of the first lift of shading material (see detail). Separate sources shall have separate bonding wires and shall not be interconnected. At intersections, bare copper wires shall be joined using an Acorn nut. APPROVED FOR PLANT ING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . JULY 11, 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LAl3900 POLICY AND PROCESSJNG ENVIRONMENTAL MITIGATION RCE ___ _ REVIEWED BY, "AS BUILT" EXP. ____ _ DATE 1530 FARADAY AVENUE, SUlTE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • lnfoftplannlngsyalems.net INSPECTOR DATE 1-----,f----+-/:-l\----------+-----t----t---t-----t I SH7EET II CITY OF CARLSBAD I _ PLANNING DIVISION . ~=:'....'::::=============~ LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION ELECTRIC <DRIVING RANGE\ 1-----+---+-------------+----+---+----+----t I APPROVED:~@Q,«-- _PLANNING ::::rr DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL OWN BY: DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M INDEX MAP SCALE: 1" = 1000' BTG GOLF LLC. ' ' .-··/5:c_,_-:/ 15.4 0 40 80 FT !>(] \j /3./ \/· 10.6) t><J \j APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT 11 EB U1.J PS PROJ NO 210613 JULY 11,2023 II NORTH SCALE: 1" = 40 FT. /1\ ... ,~ .. -E~pirotion Dote: 12-31-24 DATE IN ITIAL DESIGNER OF WORK REVISION DESCRIPTION PLANNING SYSTEMS • ••II LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-U.#3800 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION RCE ___ _ EXP. DATE REVIEWED BY, 11530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • lnf~planningsyalems.nel DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION ELECTRIC fDRIVING RANGE• I APPROVED:L PLANNING DWN BY: CHKD BY: RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M Pa a Senne eee eee ee eee ee eee eee eee eee eee nee eee eee eee eee ne isa a sc nan Cane ace Los nee a es Oe ee ee oe ee ei en ee een ee een eee eee eee eee eee ee ee ee NOTE: WARNING TAPE FOR RECLAIMED AND POTABLE WATER PIPE | { } 10" ROUND VALVE BOX. SHALL BE ATTACHED TO THE PIPE USING TAPE AS CALLED OUT SYSTEM, INSTALL WARNING TAG TO TOP SURE LE Boxy Due i ; PURPLE BOX / PURPLE COVER ‘ IN THE SPECIAL NOTES FOR RECLAIMED WATER SYSTEMS. OF SLEEVE USING A ZIP TIE } A SECOND WARNING TAPE SHALL BE INSTALLED 12" ABOVE THE MAIN LINE FOR RECYCLED WATER i 90° BEND (IPS) 45° BEND (IPS) 22.5° BEND (IPS) | 1.25° BEND (IPS) -LI——7 I———rt 1—— OO INN tT i (PJ x PJ) —| | (==) =] J =| | |=] I] Jy | WATNOUNDUNIAYY to Laver on aid rts ae ane i ear Tee eee ey Rie | TH |e Wee" - : | | [=| | [= —|I FINAL BACKFILL LAYER PARTICLE i | =| | | |')“5 SIZE NOT TO EXCEED 3" (8cm) T= Z Te DIAMETER. I oT [Ty = p | | Tithe Tos | chi SECOND LAYER SECOND BACKFILL LAYER PARTICLE TEE (IPS) : TEE w/ REDUCER IN 6" DIAMETER SLEEVE. 24V WIRE IN LATERAL TRENCH. TT SIZE NOT TO EXCEED 1-1/2" (4cm) (PJ x PJ x PJ) BRANCH ¢ RUN REDUCER (Ps) CONNECTION (FS) SJE | __ LENGTH AS RREQUIRED. (PJ x PJ x PS) Px Fle HiT. ) LATERAL PIPE Y || [| F= Mh |]. =i RED ELECTRICAL WARNING TAPE. =| ||=KI1 {EEE "CAUTION ELECTRIC LINE BELOW" ' aN Wa _ i | i || PT FOR RECLAIMED WATER PIPE, INSTALL WARNING TAPE 5 | al k 3 — SHADING LAYER SHADING LAYER DIRECTLY TO PIPE. INSTALL A SECOND WARNING = ae LEEMCO LH-XX LEEMCO LH-XX MINIMUM 6" (15cm) TAPE 12" ABOVE PIPE. CAP (IPS) PIPE BELL (Pipe to Fitting) OVER TOP OF PIPE (PS) JOINT RESTRAINT. (Pipe to Fitting) JOINT RESTRAINT. \ I DB POWER WIRE TO BE ON SIDE | / OPPOSITE LOW VOLTAGE WIRE. 24V WIRE IN MAIN LINE TRENCH. — INITIAL BACKFILL AND SHADING LAYER PARTICLE SIZE NOT TO EXCEED 1/2" (13mm) DIAMETER. NOTE: JOINT RESTRAINTS TO BE USED FOR ALL CHANGES OF DIRECTION. REFER TO MANUFACTURER'S RECOMMENDATIONS ON THE NUMBER OF JOINTS | 4" an | te “lai NEEDING RESTRAINT BEFORE AND AFTER ALL MAIN LINE CHANGE OF DIRECTION FITTINGS. ALL DUCTILE IRON FITTINGS TO BE WRAPPED IN POLYETHYLENE. LEEMCO LMV-XXXXBB BELL x BELL GATE VALVE. GATE VALVE ON 12" AND SMALLER MAIN LINE. Sa n a a ia n o ant aaa aa a o a a n c e l o m e n t i c b r e n L R a c e Ce ee Sa ee ee MAIN LINE TRENCH PROFILE JOINT RESTRAINTS 2) MAIN LINE GATE VALVE ee st p FOR VALVES ON THE RECLAIMED WATER SYSTEM, INSTALL WARNING TAG TO TOP OF SLEEVE USING A ZIP TIE 10" ROUND VALVE BOX. TORO TVB-10RND-E PURPLE BOX / PURPLE COVER FOR RECYCLED WATER FOR VALVES ON THE RECLAIMED WATER RECTANGULAR VALVE BOX TORO TVB-1217-12-E SYSTEM, INSTALL WARNING TAG DIRECTLY Se PURPLE BOX / PURPLE COVER TO THE VALVE, VALVE STEM OR CONTROL FOR RECYCLED WATER WIRES. ~F [=U == == tet lee art APPROVED FOR Tl yi aovecumeceree we | beam Vi PLANTING ONLY, NOTE: STABILIZE AIR RELEASE VALVE IN UPRIGHT POSITION. -—— 4" DIAMETER SLEEVE. INCLUDING PRECISE = LENGTH AS REQUIRED. LOCATION OF PLANTING AREA. LEEMCO Lmn-20 ADAPTER. 2" SPIGOT x FIPT. ~~ 3" (75mm) SCH 40 PVC SLEEVE USE (16") DOUBLE WALL F} SWIVEL ELBOW TO ADJUST CORREGATED PLASTIC DRAIN PIPE "AS BU | LT" DEPTH OF LATERAL LEEMCO LATERAL VALVE FOR SLEEVE EXTENSION. LEEMCO VALVE. (PER PLAN). LEEMCO LR90-11SB i (PER PLAN). ELBOW. PEA GRAVEL FILL 5cem © = SSI HWE PS PROJ. NO. 210613 JULY 11, 2023 LINE SIZE PVC SWIVEL ELL LEEMCO SADDLE MODEL RSLS qr Ts y LIA II LAND _USE_/ COASTAL PLANNING RCE ___ EXP, —____ DATE TEE. LASCO MAIN LINE SIZE BY 2" WS EWI = SIS PLANNING LANDSCAPE ARCHITECTURE—LA#3900 ae * =I=I = Te SYSTEMS EXURONMEBTALS MC AFiow REVIEWED BY: (TaTeRaL | 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 * FAX (760) 931-5744 * info@planningsystems. net PLAN VIEW INSPECTOR DATE mn Q Se wun 2 SHEET CITY OF CARLSBAD LEEMCO SADDLE RSLS-XXX MAINLINE SIZE BY 2" 9 PLANNING DIVISION ELEVATION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION | SINGLE STRAP SADDLES FOR MAIN LINES 12" AND SMALLER. SINGLE STRAP SADDLES FOR MAIN LINES 12" AND SMALLER. IRRIGATION DETAILS (DRIVING RANGE) ij aay, wn al ; om ehe les PLANNING i 0 ; BTG 2017 NO SCALE NO SCALE DWN BY: PROJECT NO. DRAWING NO. _ DATE | INITIAL DATE | INITIAL | DATE | INITIAL [| Guy By. LPC2023-0010 | LATERAL ISOLATION VALVE @ Al R RELI EF VALVE IN LI N E Expiration Date; 12-31-24 [DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL | cCiTY APPROVAL | [RVWD BY: CUP2023-0001 039-4M ® --...,_ PIPE TO DAYLIGHT OR ---C NEAREST DRAIN. ~ ' = LEEMCO #LMV-33SB 1~ SPIGOT x BELL. "'~ 1'=, o7 ]_ -~-l,v,1--1 J JJ \ ~---1,. IL , cQJ 1 - / REDUCING TEE. _j MAINLINE SIZE x 3" FOR VALVES ON THE RECLAIMED WATER 1D" ROUND VALVE BOX. TORO TVB-10RND-E SYSTEM, INSTALL WARNING TAG TO TOP r PURPLE BOX I PURPLE COVER Of SLEEVE us1,1G A ZIP TIE / '.JJJ, FOR RECYCLED WATER I ,n i1 □ 11 I ( ~f~~l-13-"M=INl~il'-1:-#1 e",11'1 ~I I 1-' -I I ,,..,I Y-1 '--'-11 I 1=1 I 6" MAXI o/EI I ~TIT-~I I 1- 6" DIAMETER PVC SLEEVE. LENGTH AS RREOUIRED. , LEEMCO LMV-33SB A r SPIGOTx BELL GATE VALVE. 'g rPIPETODAYLIGHTOR r=i NEAREST DRAIN. c 0,'--'-ll-\J~ m __ ~~::-=--=-+_. -_ -----'-'A Ll:K :STRAINT. ~ ' JOINT RESTRAINT FITTING TO PIPE. NO SCALE 3" DRAIN VALVE -IN LINE '\ \ l ,...,, ,...,, I 1231 CONTROLLER 0 SPRINKLER 181 LATERAL VAL VE ---MAIN LINE ---LATERAL PIPE - - - -24V COMMON WIRE NOTE: IN ADDITION TO THE COMMON WIRE ROUTING SHOWN, INSTALL A SEPARATE CONTROL WIRE FROM EACH SPRINKLER TO THE SATELLITE CONTROLLER. "'\ \"'\ \"'\\ \"'\\ \"'\ ----x \ \x \ \_,___ ___ \_x~---\-:x-\~-- ____ L __ ~--~---L--~ I L SPLICE (TYPICAL) .--,L.., 3 ALL SPLICES TO BE AT ~ SPRINKLER OR IN VALVE BOX. NO SCALE 24V COMMON WIRE ROUTING (J) RECTANGUL.Jl,_R VALVE BOX TORO TVB-1217-12-E PURPLE BOX/ PURPLE COVER FOR RECYCLED WATER FOR VALVES ON THE RECLAIMED WATER SYSTEM, INSTALL WARNING TAG DIRECTLY TO THE VALVE OR VALVE STEM OR CONTROL WIRES. 10" ROUND VALVE BOX. TORO TVB-10RND-E PURPLE BOX I PURPLE COVER FOR RECYCLED WATER AIRNACUUM RELEASE VALVE. CLEARANCE BERMAD IR-2"-C10-P-S-NM. ~ NOTE: STABILIZE AIR RELEASE VALVE IN UPRIGHT POSITION. I , ,-\I,--"--+-+-~ 4" DIAMETER SLEEVE. ~/ LENGTH AS RREQUIRED v--+-USE 400mm (16") DOUBLE WALL V CORREGATED PLASTIC DRAIN LEEMCO LMN-20 ADAPTER. 2" SPIGOT x FIPT. 1., PIPE FOR SLEEVE EXTENSION. r ~1111~ 6" DIAMETER SLEEVE. V LENGTH AS RREQUIRED. LEEMCO LR90-11 SB ~ _______, ELBOW. ------------------ 0 LEEMCO LATERAL VALVE. ,. ,~ (PER PLAN). "= 7 .fl_, LEEMCO LMV-33SB '7:::::::r"' I ~ SPIGOT X BELL t--\ V GATE VALVE. I II ~ MAINLINE ! 0 ~~ 111/m ,, , A '-'--------f_"ll__Uh/JJ-----ll--l_,LJ - " \_ PIPE TO DAYLIGHT LEEMCO LT SERIES LATERAL~ "LEEMCO CONCENTRIC OR NEAREST DRAIN. TEE WITH LH·SERIES (Pipe to Fitting) REDUCER BELL x BELL JOINT RESTRAINTS. MAINLINE SIZE x 3". AIR RELEASE and DRAIN VALVE -END OF LINE Step 1 -5/8" _ ~ n, Step 2 ;} Step 3 1 24 VOLT WIRE CONNECTION (TYPCIAL) 3-M DBR-Y-6 -:fi!ll,,~18/I fi"'="",,~~T/jg/(!llccW,~11 I='" -0 - -~ ~~ Step 4 I- ~ / COMMON WIRE - / CONTROL WIRE CONTROL WIRE CONTROL WIRE ROUTING (TYPICAL) CONTROL WIRE 4 4 ( MAIN LINE ~LATERAL ISOLATION VALVE 1 )( 2 u )( 1 \ 2 1 LATERAL - ' l 3 3 5 v 5 All mainline pipe shall be flushed as it is being installed. Mainline shall be flushed and pressurized between mainline gate valves as the installation progresses. Lateral piping shall be flushed before installation of sprinklers. Flushing shall proceed from the isolation valve out to the end of dead end laterals or to the mid point of any looped laterals. Sprinklers shall be installed on swing joints in order as flushing continues with the first sprinkler being installed closest to to the lateral isolation valve and the last sprinkler installed farthest from the isolation valve. Sprinklers shall only be installed after clear water is discharged from each swing joint Contractor is responsible for ensuring that all piping and all sprinklers remain free of debris until final acceptance of the project by the Owner. SPRINKLER INSTALLATION SEQUENCE WHILE FLUSHING LATERAL LINES -TYPICAL APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PS PROJ. NO. 210613 JULY 11, 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA~3900 POLICY AND PROCESSING ENVJRONMENTAL MITIGATION RCE __ _ EXP ____ _ DATE REVIEWED BY, BTG GOLF LLC. 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • 1nfo@plannlngsystems.net INSPECTOR DATE f--t----~ 1--------+---+---+---t----l I SH1EOET 11 CITY OF CARLSBAD I ~==~·======P=L=A=NN=l=N::::G:::::D::::IV=l::::Sl::::O=N=====~· t----+----t-----------------+---+----t----t----t LANDSCAPE IMPROVEMENT PLANS FOR OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION DETAILS (DRIVING RANGE) l--+---+--~-----------+------+---+----+------1 I APPROVED: fl--11~ .PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M FINISH GRADE - SPRINKLER SHALL BE MARKED FOR RECLAIMED WATER USE EXCEPT FOR SPRINKLERS CONNECTED TO POTABLE IRRIGATION WATER SOURCE (GREENS) 1l Iwlli=r\1 1I111\Mi~'. _[J;~m~&m APPROVED BACKFILL~ _,! "F'ba±ba-4' --ROTOR PER PLAN. NOTE: ADJUST ANGLE OF SWING 915'i''!?r Cl 1J JOINT LAY ARM PER MANUFACTURER'S RECOMMENDATIONS TO ALLOW ADEQUATE IMPACT ABSORPTION. USE NO PIPE DOPE OR TEFLON TAPE ON SWING JOINT THREADS. \_LATERAL LINE FITTING ROUND VALVE BOX MARKED ICV. ,ORO 7RND GREEN BOX/ GREEN COVER. FOR POTABLE IRRIGATION WATER APPLICATIONS ROUND VALVE BOX MARKED ICV. TORO 7RND-E j PURPLE BOX/ PURPLE COVER. ' "" FOR RECLAIMED APPLICATIONS NOTE: There are no Quick Coupling -1- " , -I Ill I I~ 11m\Mi I ~~I Valves shown on the Reclaimed Water System on this plan. If any Quick Coupling Valves are installed on the Reclaimed Water System, they shall be Toro #474-44 I" x I 2" SCH 40 PVC INSERT-11 l==ill~ TO RESIST ROTATION. -C::!Jli=yjll , a ___, 11 IITT~~fTT!lf ~ IT=l!!=-' ~!!=QUICK COUPLING VALVE Valves with ACME thread, and Lavendar Locking Cover marked for Reclaimed Water Use. NOTE: ADJUST ANGLE OF SWING JOINT LAY ARM PER MANUFACTURER'S RECOMMENDATIONS TO ALLOW ADEQUATE IMPACT ABSORPTION. I I. . L_/ PEA GRAVEL ,:;>~;iil,c \ __ LATERAL LINE FITTING LASCO MALE BRASS STABILIZER ELBOW WITH SNAP-LOK STABl~IZER KIT. LARGE AREA ROTOR/QUICK COUPLING VALVE =111=111=111=111=111= I 11=111=111=111=111= I II:---/ / SMALL AREA ROTOR PER PLAN ~-----SWING JOINT PER PLAN ~--LATERAL PIPE LATERAL TEE NO SCALE BLOCK ROTOR ( SWING JOINT PER PLAN. ,,---LASCO DUAL SWING / TEE, I - I /2" ACME THREAD. ,1 :: I 1 !J "' LATERAL A ELEVATION LA~CO SERVICE ELL, LATERAL LINE SIZE x I - I /2" ACME OUTLET. TO ISOLATION VALVE c< :; J",Y ✓( 12" (30cm) MAXIMUM GREEN INSTALL SPRINKLERS AND QUICK COUPLING VALVES SIDE BY SIDE ON A LINE PARALLEL c< TO THE EDGE OF THE GREEN. PROVIDE G" ( 15cm) TO I 2" (30cm) OF SEPARATION BETWEEN EACH SPRINKLER AND BETWEEN QUICK COUPLI NG VALVE AND ADJACENT SPRINKLER, ROTATE SERVICE ELL, (P) CONNECTION AND DUAL SWING TEE TO ORIENT SPRINKLERS PARALLEL TO EDGE OF GREEN. SWING JOINT. PER PLAN. A I -< , \ LASCO DUAL SWING TEE, 1-1/2" ACME THREAD. =-- = LASCO (P) SADDLE CONNECTIO N, I - I /2". LASCO SERVICE ELL, LATERAL LINE SIZE x I - I /2" ACME OUTLET. PLAN I LATERAL A 2" SURGE GUARD PVC TEE SxSxS INSTALL SPRINKLERS OUTSIDE MOWED COLLAR OF GREEN ON EXISTING GREENS (UNLESS OTHERWISE DIRECTE D BY GOLF COURSE SU PERINTENDENT). ON NEW CONSTRUCTION, INSTALL SPRINKLERS NO CLOSER THAN 18" (4Gcm) FROM CAVITY OF GREEN, TORO SPRINKLER. / PER PLAN. __,,/ QUICK COUPLING VALVE. PER PLAN. ~/!]";--;::...., ~~-~ -II ........ 7 \ I ' /r~ = = ~ SWING JOINT. HORIZONTAL STABILIZER I" SCH. 40 PVC. I ' MIN. LENGTH . LASCO SWING JOINT FOR QUICK COUPLING VALVE. PER PLAN. BTG/2018 LATERAL PIPE. PER PLAN. liH!I - PER PLAN. LASCO, DUAL SWING TEE. I .5" ACME TH READ. LASCO (P) SADDLE -CONNECTION, I .5". '---L./-~ LASCO SERVICE TEE. ------..___. LATERAL LINE SIZE x -...._ I .5" ACME OUTLET. ----c SURGE GUARD PVC TEE SxSxS LATERAL NO SCALE DUAL HEAD PLACEMENT AROUND GREEN SWING JOINT CONFIGURATION -GREENS (TYPICAll) NOTTO SCALE ... ,n11111n 7 1123 /, I/},,':,_ ... .,d$7 ~0.FOO,~ Expirotion Dote: 12-31-24 APPROVED FOR PLANTING ONLY, INCLUD ING PREC ISE LOCATION OF PLANTING AREA. 11AS BUILT 11 PS PROJ. NO. 210613 JULY 11, 2023 BTG GOILl'F LLC., LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-J..A#3900 POLICY AKD PROCESSTNG ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD. CA 92008 (760) 931-0780 "' FAX (760) 931-5744 "' info@planningsystems.net RCE __ _ EXP. ___ _ DATE REVIEWED BY, INSPECTOR DATE 1--------+--+-----------+-----+--+-----+-----I I SH1E1ET 11 CITY OF CARLS BAD I . PLANNING DIVISION . l----l----+----------------1-----+---+---+-----I :=LA==N==Ds=c=A:...'.:P=E===rM=P==R=o=VE==M==E==NT;=P==L=A=N=s=F==o==R=: =====~ OMNI LA COSTA DATE INITIAL DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I DRIVING RANGE EXPANSION IRRIGATION DETAILS (DRIVING RANGE) APPROVED:~ _ PLANNING DWN BY: __ _ CHK D BY: __ _ RVWD BY: l PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M BTG 2018 I l FOR VALVES ON THE RECLAIMED WATER SYSTEM, INSTALL WARNING TAG DIRECTLY TO THE VALVE OR VALVE STEM OR CONTROL WIRES. r RECTANGULAR VALVE BOX MARKED ICV. TORO #TVB-1217-12-E. PRESSURE REGULATING REMOTE CONTROL VALVE. SIZE PER PIPE PURPLE BOX I PURPLE COVER FOR RECYCLED WATER WATERPROOF WIRE CONNECTORS (2) 4" Dia. -;+-........__ SLEEVE. SIZE CHART OR PLAN. --F,1-,...__ PVC LATERAL PIPE. SIZE AS INDICATED BY PIPE SIZE CHART OR PLAN. REDUCER BUSHING AND COUPLING AS REQUIRED. VALVE SIZE x PIPE SIZE 31131=11 II 11 SCH. 80 PVC TSE NIPPLE I I l=l I I VALVE SIZE x 3". 80 PVC TOE NIPPLE. VALVE SIZE x LENGTH AS NEEDED. 2" PEA GRAVEL FILL IN BOTTOM OF BOX AS SHOWN ON PIPE SIZE CHART OR PLAN. PRESSURE REGULATOR (TAPPED WITH PRESSURE GAUGE). WILKINS NR3XLHRDUSC (1") NOTE: VALVE IS SHOWN INSTALLED HORIZONTALLY. IF NECESSARY, PURCHASE AND INSTALL t" MALE .x FEMALE BRASS ELBOW AND INSTALL GAUGEAT90" ANGLE TO REGULATOR SO GAUGE CAN BE READ FROM ABOVE. 10" ROUND VALVE BOX MARKED ICV TORO TVB-10RND-E. PURPLE BOX/ PURPLE COVER FOR RECYCLED WATER ~~j~UJ-~~/ Ill I II I lilll 11 ill~1:~r---.- 4-"MIN. SCHEDULE80 PVC, 90• ELL. 11_11 11 ' ::-NIBCO T113-IRR. SAME SIZE AS REMOTE CONTROL VALVE. II.--SCH 80. TOE NIPPLE VALVE SIZE x 4" SCHEDULE BO PVC, 90" ELL SCH 40 PVC SAME SIZEAS VALVE ASSEMBLY LENGTH AS NEEDED 18" MIN. PVC LATERAL PIPE • \ SCH 40. REDUCER BUSHING AND COUPLING AS NEEDED. REMOTE CONTROL VALVE WITH PRV AND ISOLATION (DFlr@SH~I: ~....,,..= '\-....! @POT MlE MAlNIJNE (Sef CM~ PM-ON6J. ~ iI @RECLAIMED NATER IRRl6ATION MAINl.l~. ::--4 @51.tM. @ S" K!Dc METALLIC MA,g TAPE, • w w ~ z ...J ::J z z ~ <( ~ ~ 0 Note: All main w w ~ lines separated ...J are m ::i by a minimum of ~ (.) 1 o· laterally. 0 w 0. O". -10· LATERAL VALVE X ---1---+--POTABLE WATER I LATERAL "SLEEVE NEW POTABLE WATER LATERAL CROSSING RECLAIMED WATER MAIN WITH LESS THAN 12" SEPARATION w z ...J z <( ~ ~ m g 0. INSTALL RECLAIMED WATER MAIN BELOW POTABLE WATER MAIN WHERE POSSIBLE SLEEVE 2X DIA. OF NEW / RECLAIMED WATER MAIN - - - -RECLAIMED MAIN LINE L1 o·----1 o•_J NEW RECLAIMED WATER MAIN CROSSING FRESH WATER MAIN (THERE ARE NO INSTANCES OF THIS ON THE PLAN. DETAIL FOR CLARITY PURPOSES ONLY) BTG 2017 O". w ~ ;s:;,/ O". M.A.JNLINE . PIPE. DUCT1_LE IRON iR, ~QED, -LlNE SIZE. HOU.OW11LE orCMU Bt.OCK.vA11t.1S FOR PRESSURE REDUCIHGVALVEaM BYPMS . CHEac:VALVE.. VAULTI;TOBEFAERICATED 9NSrTE. BOLT-OOWNPAR!WIAYCOVER. MIN!Mt.U 3 SECTIONS. • • DUCTIL! IRON TEE.. FlANGED, LINE SIZE. "MA)Nl.lNE PIPE. LINE SIZE FLANGED C:OUPI.ING ADAPTOR WITH JOINT RESTRAINT, LINE SIZE FLANGED C:0UPLiNG ADAPTOR WITH JOINT RESTRAINT, !--4--J:-1DUCTILE IRON SPOOLS, ':, RN<IOEO, LINE SIZE x LENcmt DUCTILE IRON SPOO FLANGED,'UNE SIZE x ASl<eEDED. ILL~·-MfTNEEIJal.li l ' DUCTILE IRON Ell._/ FLANGED, LINE SIZE. ~ • '--DUO,,UE IRON EL~ If'-',.~• .!I,• -'-Ii llil---il I I,-"' FLANGED, LINE SIZE. . f::i RSSILIENTWEOGE: G,A,: :e.t.VE CHECKVALVE ON BY.P~ LINE RESILJE:Nl'WEDGE GATE VALVE SAME SIZE A9 OHECKV/. , SAME ftl?1=' AS CHECK VALVE. FLG xFLG YfflM SfAJ STEEL FtG xFL: Wffl-18rAINLl!SS STEEL eOL.TSAND Nllltl, t;· ;:i.~~:• .,.· ,. ,-... -. ,. •. =: -~--~ ",.." .... _. "·'• • ~:.~"'I~' ·"'·~·· B~~~~ ,. DNIJT'S, bUCTILE.IRON SPOOL8, A.ANGED, LINE SIZE I( LENGTii A.· =" __ "_e _l...:Lrmrhr!\S-•E_E".(f""· ?l,:::....on~, • LINESIZEFl.ANGEDCOUPLING . j DUCTIUElaoNEll,J ADAPTO~ Will-I JOINT RESTRAll'ff; FLANGED, LINE SIZE. Hou.ow n.E crc;,,,u BLOCKVAU1:ra FOR PRESSURE REDUCING VALVE and BYPASS CHECKVAL'\1£. VAUL1'S TO BE FASRJC'\TED ON SrTE .. BOLT-DOWNPAAYmAY~ M1NMUMSS!CTIONS . DUCTILE IRON 8PCJOL5, [ • ·.FLANGED, LINE SZE X LENGTH .AS NEEOEO. _ MAINLINE lr'------I-CI lt--,-r--il ~ =nm5 DI.IC11UE IRON Ell, \ LINES~ F'.ANGED COUPLING CHECK VALVE ON BY.PASS UN'E A..AN8ED, UNE SIZE, • ADAPTOR WlTI-1 JOINT RESTRAINT. a.EYA110N PRESSURE REGULATING VALVE WITH CHECK VALVE BY-PASS ~f'! INSTALL POTABLE WATER LATERAL m:3 ABOVE RECLAIMED WATER LATERAL ~ 0 0. _r V sp0LETEVE 2x DEIAR. OF NEW 0 I I ABLE WAT MAIN l I I COPIED FROM CMWD RECYCLED WATER NOTES ON SHEET 1 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. ----,;....,.l+-,-I----RECLAIMED WATER LATERAL 0 I I 1 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. NEW POTABLE WATER LATERAL . CROSSING NEW OR EXISTING RECLAIMED WATER LATERAL WITH LESS THAN 12" SEPARATION w z ::J w ...J m ~ 0 0. INSTALL POTABLE WATER MAIN ABOVE RECLAIMED WATER MAIN WHERE POSSIBLE r V SLEEVE 2x DIA. OF NEW o I POTABLE WATER MAIN l I I , _ I I RECLAIMED MAIN LINE ' O I I BTG GOLF LLC. PS PROJ. NO. 210613 JULY 11 , 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA/13900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION Hi30 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • info@planningsystems.net -l·A 7-11-23 ... Oi,c,,.t; APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ DATE REVIEWED BY, Explratron Dote: 12-31-24 INSPECTOR DATE 1 f----+---+------------l---+--+----+---I I SH1E2ET 11 CITY OF CARLSBAD ~=:::::::..::· ====:=P::::L':::'AN"'N:::IN:::G:::::::D:=IV:::IS::10:::N:::====~ NEW POTABLE WATER MAIN l---+--+-----~--------+--+---+---+----1 LANDSCAPE IMPROVEMENT PLANS FOR: , OMNI LA COSTA CROSSING EXISTING DRIVING RANGE EXPANSION RECLAIMED WATER MAIN IRRIGATION DETAILS (DRIVING RANGE) (THERE ARE NO INSTANCES OF THIS ON THE '----+--+-----------------l---+---+----+----IIAPPROVED:L) Ai?:~ ,,,,_,z. .. PLAN. DETAIL FOR CLARITY PURPOSES ONLY) ~ ~ ~'-1::::____ ?Z.fl,..f.i , 11-- - --------------------------------------------+------~-~----------------'-1 -----------------1----+---f-----~-----------+----+----+---+----t ~P::::LA:::N:::N:::IN:::G:::::===:;-;:::=======::::;-;:======: @ @ TYPICAL SLEEVING SCENARIOS FOR LOCATIONS THAT MEET l----cc-c=-+=-+------------+--1----+---+----I DWN BY: --21 SEPARATION STANDARDS 22 THE REQUIREMENTS OF NOTE 17 IN THE RECYCLED WATER DE~::Ro~NI::~K REVISION DESCRIPTION 0:;:APPI;~::~ ~~~APPI;~::~ 2~~g ~~:--NOTES ON SHEET 1 OF THESE PLANS PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M ------- - ----··- All splices shall be made in a junction box with locking or bolt-down lid marked ELECTRICAL, and its location shall be marked on the as-built drawings. Splices shall be made with Paige P7408D re-enterable connectors, or split-bolt connectors sealed with 3M #4 Size A Scotchcast resin packs as supplied by Paige Electric. All splices shal be secured with tape or cable ties to restrain splices. PAIGE P7408D :---',_ RE-ENTERALBE ' CONNECTORS MINIMUM 1' (ft) OF CABLE ABOVE GRADE LINE FOR SERVICE. PEA GRAVEL ----tn\ JUNCTION BOX MARKED "ELECTRIC". TORO TVB-1217-12GY. T-COVER SHALL BE GRAY IN COLOR. 'C...illm / CONCRETE 7 SUPPORT BLOCK (TYPICAL) ELECTRIC JUNCTION BOX NOSCALE ~-ROUND VALVE BOX. 3M SCOTCHCAST #4 SIZE A RESIN BAGS. ,tt--PEAGRAVEL I FOLLOW SATELLITE MANUFACTURERS RECOMMENDATIONS FOR NUMBER AND SPACING OF GROUND RODS. TORO TVB-7RND-GY. GREY BOX/ GREY COVER. UNDISTURBED EARTH -5/8" X 8' COPPER CLAD STEEL GROUND ROD. DO NOT CUT! GROUNDING ROD NOSCALE IRRIGATION CONTROLLER SEE PLAN FOR NUMBER OF STATIONS. \ NOTE: GROUND RODS SHALL BE INSTALLED IN TORO BOX, 1VB-6RND-GY. 314" CONDUIT FOR GROUND 314" CONDUIT FOR COMM CABLE GREY BOX I GREY COVER. TORO 1 CONDUIT WITH INPUT POWER CONDUCTORS PER PLAN & LOCAL & NATIONAL ELECTRICAL CODES. I ~ 3" CONDUIT FOR VALVE WIRES OR HYDRAULIC CONTROL TUBES 3" CONDUIT FOR VALVE WIRES OR HYDRAULIC CONTROL TUBES (FOR SYSTEMS GREATER THAN ---, I SLOPE TO DRAIN 32 STATIONS) '\ FINISHED SURFACE --====++i=+=~'/o'c=--CONCRETE FOOTING • ~N "-6'L L 6'LV MIN. 1 MIN. FRONT SECTION/ELEVATION 'Ill ~m ,.,.A==., JR _ 6" l ·-I, 6'L Ml0 Tu1N. RIGHT-SIDE SECTION/ELEVATION CONTROLLER BASE NOTES: IRRIGATION WITH RECLAIMED WATER DO NOT DRINK ® : AVISO.,, AGUA RECICLADA , SE PROHIBE BEBER . . . . - 1 ·1.; . . ' . a ··• r--1'' / FINISHED GRADE 2.~oo PSI CONCRETE ~5• {MINJ . . . . · ........ .'. ·:· -~ 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE CLEARLY VISIBLE TO THE PUBLIC. MINIMUM TO BOTTOM OF SIGN IS 36", TO TOP OF SIGN IS 62" ' 2. POST SHALL BE 2-1/8" OD SEAMLESS, EXTRUDED, SCHEDULE 80 ALUMINUM PIPE. POST SHALL BE 6061-T6 ALLOY AND CONFORM TO ASTM B429. POST SHALL HAVE A MILL FINISH. 3. MOUNTING HARDWARE SHALL BE VANDAL PROOF 316 STAINLESS STEEL OR ALUMINUM. 4. SIGN POST SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS OR AS APPROVED BY THE CITY. SIGN POST SHALL BE INSTALLED PLUMB AND LEVEL. 5. SIGN SHALL BE PANTONE PURPLE 522C OR AS APPROVED BY THE CITY. 6. SIGN MATERIAL SHALL BE OF 14 GAUGE ANODIZED ALUMINUM. 7. Actual sign may vary as approved by CMWD/DEH ' NOTTO SCALE RECLAIMED WATER WARNING SIGN INSTALLATION FLAN VIEW ------ /'" "' / No solenoid, power, or , EARTH GROUNDING It is the responsibility of the installer to connect all electronic irrigation equipment for which he is responsible to earth ground in accordance with Article 250 of the National Electric Code (NEC). Grounding components will include the items described in the following paragraph, at a minimum Use grounding electrodes that are UL listed or manufactured to meet the minimum requirements of Article 250-52 of the 1999 NEC. At the very minimum, the grounding circuit will include a copper clad steel ground rod, a solid copper ground plate and 100 pounds of PowerSet earth contact material, as defined per the fol!owing detail. Follow controller manufacturer's recommendations for grounding to achieve a resistance reading of 1 0 Ohm or less. / communications cables "- within this zone. • \ I 8' --.,1i----8' _ __,•~-1-,___5• --.,1 \ C,O'"OL I _,--.__\. (See Detail) ), / "' ELEVATION COPPER GROUND PLATE 4" X 9G" CONTROLLE~ PLASTIC SWEEP ELL / I /2" OR LARGER) ACORN NUT /~---CONNECTOR ~;;CRETE "-;i'.i:;lt1/ G AWG SOLID BARE COPPER WIRES ... r.;::2" T / \ COPPER GROUND EARTH CONTACT MATERIAL "' PLATE 2-50lb BAGS FOR EACH PLATE. GROUND ROD (8') !~STALLED VERTICALLY AND IN ONE PIECE. TORO RECOMMENDED GROUNDING NO SCALE BTG GOLF LLC. PS PROJ. NO. 210613 JULY 11, 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA/13900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SlTTTE 100, CARLSBAD, CA 92008 (760) 931-0780 '" FAX (760) 931-5744 '" into@plannlngsystema.net •• 7-11-23 ~a,;,~ APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT11 RCE __ _ EXP . ___ _ DATE REVIEWED BY, INSPECTOR DATE >-----+---+-------------+----+----t---+---1 I SH1E3ET 11 CITY OF CARLSBAD I . PLANNING DIVISION . ~LAN===n==s==c=AP~E===IM::::P::;R:::O:;:VE::::M::::::::EN:;:T::=P:;:LAN:::::::S:::=F::::O::;R=: ========; OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION DETAILS (DRIVING RANGE) >-----+---4--------------+----+----+----+-----t I APPROV~~ d/ 9= .PLANNING ~ DA TE INITIAL DA TE INlllAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M ---------- --·-~·· IRRIGATION NOTES (AS APPLICABLE): 1. GENERAL -ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.8. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND/OR GOVERNING AGENCY. 2. SCOPE OF WORK -UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES, AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS, DETAILS, AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FORA PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3. CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4. COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTING PITS, DRAINAGE SWALES, ETC. 5. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND/ OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND/OR GOVERNING AGENCY. 7. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENT AL TO HIS WORK. 9. THE IRRIGATION DESIGN IS BASED ON THE METER AND/OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE/ POINT OF CONNECTION NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10. CONTRACTOR SHALL MAKE PO!NT(S) OF CONNECTION (POC) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11. IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 1 PLAN VIEW B 7 - i I I-~ ,h " ,: ' ~ '" -111.l,!f I I! /)r--~dlld.£:bL:l'd:::lad:::I~, ,Jlf~Jd.2d'.:::khd..U=1.1,ol~ 8 ,11 [-'-' I ~~ ~ :J.. ~ la 9 10 :: : : 11 I~ : ~ : ~ ; ,~ ~ • ~ I Im; ; ;mj . 111_111-I I l~-111_111111~-I I l~-111_111-111~-11 1_111-I I 1~111_1 I Ii SECTION/ ELEVATION 1. FINISH GRADE +---- -12" -------+- 2. 6" ROUND PLASTIC VALVE BOX WITH PURPLE SNAP-ON LID FOR RECYCLED WATER (NDS PRO-SPEC SERIES) HEAT BRAND "AR" ON LID IN 2" HIGH BLOCK LETTERS 3. AIR RELEASE VALVE (RAIN BIRD ARV•050 OR APPROVED EQUAL) 4. 1/2" SCH 40 PVC THREADED COUPLER 5. NATIVE SOIL 6. COMMON BRICK SUPPORTS (2 REQUIRED) 7. 1/2" SCH 80 PVC NIPPLE (LENGTH AS REQUIRED) 8. LATERAL LINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 9. SCH 40 PVC TEE SxSxT WITH 1/2" THREADED OUTLET 10. FILL BASE WITH 1 CUBIC FOOT OF PEA GRAVEL 1/2" IN MULCH AREAS 2" IN SHRUB AREAS • 12. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE i PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 , HOURS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A : MINIMUM OF 48 HOURS IN ADVANCE OF THE TEST FOR CERTIFICATION. 13. CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO . INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY i FLUSHED PR IOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING /TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED I PRIOR TO 'CLOSING' SYSTEM (FOR GRID SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14. ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON ; WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15. ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPED AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE, USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE, ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16. THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZE D REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON INSIDE AND OUTSIDE OF ALL VALVE BOX i LIDS. 18. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS LAYOUT OUT EMITTERS IN TRIANGULAR PATTERN 1. MANUAL FLUSH VALVE I OPERATION INDICATOR PLUMBED TO FLUSH MANIFOLD AT LOW POINT 2. PVC EXHAUST HEADER PER IRRIGATION LEGEND 3. PVC FLUSH MANIFOLD TO TUBING CONNECTION -TUBING MALE ADAPTER 4. PVC LATERAL LINE FROM DRIP ZONE VALVE PER IRRIGATION LEGEND 5. PVC SUPPLY HEADER PER IRRIGATION LEGEND 6. PVC SUPPLY HEADER TO TUBING CONNECTION -TYPICAL 7. DRIP LINE TUBING PER IRRIGATION LEGEND 8. PERIMETER LATERALS APPROXIMATELY 6" FROM PLANTER EDGE 9. AREA PERIMETER 10. AIR RELEASE VALVE AT HIGH POINT NOTES: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH RECOMMENDED BY THE MANUFACTURER REFER TO THE MANUFACTURER'S GUIDELINES AND INSTALLATION DETAILS FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. QUANTITY AND LOCATION OF ALL FLUSH VALVES AND AIR RELEASE VALVES SHALL MEET THE MANUFACTURER'S GUIDELINES. AIR RELEASE VALVE C DRIP LINE SYSTEM -TYPICAL LAYOUT A 12" SECTION/ ELEVATION 1. 'GPH IRRIGATION' GDFN-R FLUSH VALVE/ INDICATOR 2. MULCH LAYER PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 5. RAIN BIRD 1812-SAM HI-POP SPRAY HEAD BODY 6. FLUSH HEADER PIPING PER LEGEND 7. 1 /2" MARLEX STREET ELL 8. FLUSH HEADER FITTING WITH 1/2" FEMALE THREADED OUTLET -ADAPT AS NECESSARY 9. 1/2"x12" MIN. SCH 80 PVC THREADED NIPPLE 10. 1/2" SCH 40 PVC STREET ELL TxT ~-------!8 NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. ADAPT TO DRIP SYSTEM AS REQUIRED (POLY OR PVC). ONLY USE BOTTOM INLET OF SPRINKLER HEAD. IF POSSIBLE, LOCATE FLUSH/ INDICATOR ASSEMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. MANUAL FLUSH VALVE/ INDICATOR 0 ELEVATION SECTION 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. POLY TUBING PER IRRIGATION LEGEND 4. FINISH GRADE 5. STEEL TUBING-SOIL STAPLE (RAIN BIRD OR APPROVED EQUAL) 6. NATIVE SOIL 7. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 5' 0.C. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN/ NOTES. DRIP LINE SYTEM -TUBING INSTALLATION 8 SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22. MAINLINE AND WIRE SLEEVING TO HAVE 24" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAINLINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36' MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER. DUE TO GRAPHIC CLARITY, NOT ALL SLEEVES MAY BE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24. FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT, OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER(S) TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES FOR EACH CONTROLLER. 26. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: 26.a. A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART 26.b. 2 KEYS FOR EACH CONTROLLER / CONTROLLER ENCLOSURE (AS APPLICABLE). 26.c. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. 26.d. 4 OF EACH SPRINKLER HEAD SPECIFIED (AS APPLICABLE). 26.e. 100' OF EACH DRIP LINE TUBING SPECIFIED (AS APPLICABLE). 26.f. 10 OF EACH DRIP EMITTER/ FLUSH VALVE/ DRIP SYSTEM APPARATUS SPECIFIED (AS APPLICABLE). 27. RECORD DRAWINGS -THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, MAINLINE AND CONTROL WIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLING VALVES, AND OTHER PERTINENT UNDERGROUND ITEMS. 28. "CONTROLLER CHART" -UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED . 28.A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). 28.B. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO (2) PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. /1\ 1111s c,4.p~ 9 ~~ .G.B"''fy~ ~ 'It.(> f&,/46 £." ~~ .. -. 12 31 2i -.....i1111t ~' !!.'JJ' --....---<:.0FCALJ--DATE INITIAL Expiration Dote: 12-31-24 DESIGNER OF WORK ROTORY SPRINKLER LEGEND -PRECIPITATION RATE= 0.6 IN/HR SYMBOL MANUFACTURER/MODEL NUMBER NOZZLE RAD PSI FLOW-GPM DETAIL Q T H 210° TO F LAWN POP-UP SPRINKLER HEADS WITH RAIN BIRD R-VAN ROTORY NOZZLE, CHECK VALVE, PRESSURE REGULATION, AND PURPLE CAP # El RAIN BIRD RD-06-S-P45-NP SERIES R-VAN-18 13'-18' 45 0.50 0.65 1.01 1.27 1.51 # [[;;l] RAIN BIRD RD-06-S-P45-NP SERIES R-VAN-18-360 C, 15 13'-18' 45 1.85 HI-POP SPRINKLER HEADS WITH RAIN BIRD R-VAN ROTORY NOZZLE, CHECK VALVE, PRESSURE REGULATION, AND PURPLE CAP # I] RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-SST 5'-35' 45 0.24 0.48 # ['] RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-14 8'-14' 45 0.32 0.42 0.63 0.73 0.94 # I;] RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-14-360 8'-14' 45 1.27 # El RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-18 13'-18' 45 0.50 0.65 1.01 1.27 1.51 A, 16 # [[;;l] RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-18-360 13'-18' 45 1.85 # ["'] RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-24 17'-24' 45 0.84 1.14 1.68 1.96 2.52 # ~ RAIN BIRD RD-12-S-P45-NP SERIES R-VAN-24-360 17'-24' 45 3.48 # LISE STANDARD CAP FOR POTABLE WATER SYSTEMS. USE PURPLE CAP FOR RECYCLED WATER SYSTEMS. ROTOR SPRINKLER LEGEND -PRECIPITATION RATE= 0.6 IN/HR SYMBOL MANUFACTURER/MODEL NUMBER NOZZLE RAD PSI FLOW-GPM DETAIL Q T H F SHRUB HI-POP ROTOR HEADS WITH CHECK VALVE AND PRESSURE REGULATOR itfil ' ~ ~ RAIN BIRD 5012+PCSAMR MPR-25 NOZZLE 25' 45 1.0 1.4 2.0 3.8 Q/T/H/F @] 00 @ID liEll RAIN BIRD 5012+PCSAMR MPR-30 NOZZLE 30' 45 1.4 1.9 3.0 5.8 B, 16 Q/T/HIF lifil @ @§I m RAIN BIRD 5012+PCSAMR MPR-35 NOZZLE 35' 45 1.9 2.5 3.8 7.6 Q/T/H/F EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL NUMBER SIZE DETAIL • PURPLE SCH 40 PVC IRRIGATION PRESSURE MAINLINE (1 112" AND SMALLER)-24" MIN . COVER ------PLAN SIZE C, 16 PURPLE CLASS 315 PVC IRRIGATION MAINLINE (2" AND LARGER)-24" MIN. COVER • WHITE SCH 40 PVC IRRIGATION PRESSURE MAINLINE (1 1/2" AND SMALLER) 0 24" MIN. COVER ---PLAN SIZE C, 16 CLASS 315 PVC IRRIGATION MAINLINE (2" AND LARGER) -24" MIN . COVER • PURPLE OR WHITE SCH 40 PVC NON-PRESSURE LATERAL LINE -12" MINIMUM COVER CHART SIZE C, 16 • ---PURPLE OR WHITE SCH 40 PVC PIPE SLEEVE -EXTEND 12" PAST EDGE OF HARDSCAPE -24" MIN. COVER CHART SIZE D, 16 ---• -----PURPLE OR WHITE SCH 40 PVC WIRE SLEEVING -EXTEND 12" PAST EDGE OF HARDSCAPE -24" MIN. COVER CHART SIZE D, 16 •• ~ RAIN BIRD PESBR SERIES REMOTE CONTROL VALVE WITH SCRUBBER AND PURPLE HANDLE PLAN SIZE E, 16 •• EB RAIN BIRD XCZ-100-PRBR DRIP ZONE VALVE ASSEMBLY WITH PURPLE HANDLE 1" F, 16 NOT SHOWN UF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA UF G, 16 [r:J [[l] HUNTER 'PRO-C' PC2+PCM-900 AUTOMATIC CONTROLLER -WALL MOUNT -PROVIDE ONE 13 STATION H, 16 WSS-SEN 'SOLAR SYNC' WITH EACH CONTROLLER (NOT SHOWN) LOCATE PER MANUFACTURER [fil LEIT XRC-04+LETI KEY+MCOLXS SOLAR (LIGHT) POWERED IRRIGATION CONTROLLER 4 STATION B, 15 PROVIDE AND INSTALL ONE (1) 160HE SOLIENOID ACLIATOR FOR EACH VALVE (#300-921) ~ NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - 3" AND SMALLER LINE SIZE I, 16 ••• RAIN BIRD RD-06-S-P45-NP SERIES WITH HUNTER MSBN-50H STREAM BUBBLER NOZZLE 0.5 GPM • J, 16 THE SINGLE SYMBOLON THE PLANS REPRESENTS TWO (2) BUBBLERS FOR EACH NEW TREE EACH NOT SHOWN PIPE SEPARATION STANDARDS NIA A, 15 • USE WHITE PIPE/ SLEEVES FOR POTABLE WATER SYSTEMS. USE PURPLE PIPE SLEEVES FOR RECYCLED WATER SYSTEMS . •• USE STANDARD HANDLE FOR POTABLE WATER SYSTEMS. USE PURPLE HANDLE FOR RECYCLED WATER SYSTEMS . ... USE STANDARD CAP FOR POTABLE WATER SYSTEMS. USE PURPLE CAP FOR RECYCLED WATER SYSTEMS . EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL NUMBER SIZE DETAIL ------RAIN BIRD XFSP-06-12 PURPLE DRIP LINE TUBING WITH 0.6 GPH AT 12" O.C. -ROWS AT 18" O.C. 1/2" A-D, 12 I'll AUTOMATIC AIR I VACUUM RELEASE VALVE FOR DRIP LINE SYSTEMS -MODEL# IN DETAIL 1/2" C, 12 [I MANUAL FLUSH VALVE FOR DRIP LINE SYSTEMS -MODEL# IN DETAIL . 1/2" D, 12 SEE SHEET 13 FOR HYDROZONE MATRIX AND MWELO CALCS. APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BU IL T11 PS PROJ. NO. 210613 JULY 11, 2023 I LJANNING □~11 RCE EXP. DATE LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA#3900 POLJCY AND PROCESSING SYSTEMS ENVIRONMENTAL MlTlGATION REVIEWED BY, 1530 FARADAY AVENUE, SUITE 100, "CARLSBAD. CA 92008 (760) 931-0780 • FAX (760) 931-5744 "' 1nfo@planningsystems.net INSPECTOR DATE I s~~T 1 1 CITY OF CARLSBAD I PLANNING DI VI SION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION LEGEND (PARKING LOTS\ I APPROVE~ ,i9 .. a/,<ek., I . PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: LPC2023-0010 539-4M REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP2023-0001 \ \ \ \ \ I I PARKING LOTS· MWELO WORKSHEETS ··c>c ·rt/Yt\i• S<· '·" ') . .:.,,;:. ""'' + HYDROZ,ONE INFO, .. -·~·,_,_ : .... , ..... <tC: .... ,. >,,,;{( L y x ·• .. ·. o,} i ;;, ';}-, Hydrozone Station Area Percent Description / Plant Factor Irrigation Zone Flow Precipitation Zone Number Number (sq. ft.) of Area PlantType (WUCOLS) Type (GPM) Rate:(in./hr.) Pressure All 'A' VALVES ARE TO USE RECYCLED WATER. 1 lA 1,488 4.2% Parking Lot Planters (R/W) Low Drip Line 10 0.64 30 psi 1 2A 1,230 3.5% Parking Lot Planters (R/W) Low Drip Line 9 0.64 30 psi Trees 3A 0 0.0% Supplemcnta I Tree Bubblers Low Bubbler 9 3.00 30 psi ALL 'B' VALVES TO USE POTABLE WATER. Trees lB o 0.0% Supplemental Tree Bubblers low Bubbler 2 3.00 30 psi 2 2B 2,490 7.0% Bio-Filtr~tion Pla nter Low Sprinkler 19 0.60 45 psi 2 3B 2,622 7.4% Bio-Filtration PlantN Low Sprinkler 20 0.60 45 psi ALL 'C' VALVES ARE TO USE RECYCLED WATER. 3 lC 1,883 5.3% OVE!r-FI ow Pa rking Area [R/W) low _ Sprinkler 22 0.60 45 psi 3 2C 2,075 5.8% Over-Fl ow Parking Area (R/W) low Sprinkler 19 0.60 45 psi 3 3C 2,403 6.8% Over-Fl ow Parking Area [R/W) Low Sprinkler 22 0.60 45 psi Trees 4C 0 0.0% Suppleme1t2I TrE!e Bubblers Low Bubbler 11 3.00 30 psi 3 SC 2,840 8.0% Over-Fl ow Parking ArE!a (R/W) Low Sprinkler 26 0.60 45 psi 3 6C 1,966 5.5% Over-Fl ow Parking Area {R/W) Low Sprinkler 18 0.60 45 psl 3 7C 2,403 6.8% Over-Fl ow Pa rking Area (R/W) low Sprinkler 22 0.60 45 psi 4 8C 3,207 9.0% Lawn (R/W) High Sprinkler 25 0.60 45 ps i ALL 'D' VALVES TO USE POTABLE WATER. 5 1D 2,547 7.2% Over-Flow Parking A.rea Low Sprinkler 25 0.60 45 psi 5 2D 2,343 6.6% Over-Flow Parking AJE!i. low Sprlnkler 23 0.60 45 psi 5 3D 1,019 2.9% Over-Flow Parking A.rea Low Sprinkler 10 0.60 45 psi 5 4D 2,445 • 6.9% ' OvE!r-Flow Parking Area Low Sprlnkler 24 0.60 45 psi ' 5 5D 2,547 7.2% Over-Flow Parking Area Low Sprinkler 25 0.60 45 psi Trees 6D Q 0.0% Supplemental Tree Bubblers Low Bubbler 17 3.00 30 psi • --• .-_ ''°;;,;-;':t~;j;ti: .TOTAL c·f/, 35,508 •· \10B.Bii{'. Pmk Flow -26 ---·---- -------- 14.1 \ SCH 40 PVC SLEEVING CHART 1 1/4" SLEEVE 1 112" SLEEVE 2" SLEEVE 2 1 /2" SLEEVE 3" SLEEVE ( 4" SLEEVE 6" SLEEVE 1-8 WIRES 9-16 \MRES 17-26 \MRES 27-38 \MRES 39-54 WIRES 55-100 WIRES 100+ WIRES 1/2" PIPE 3/4" PIPE 1" PIPE 1 1/4" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE PIPE SLEEVES TO BE A MINIMUM OF 2X THE LINE SIZE. WIRE SLEEVES TO BE A MINIMUM OF 2X THE BUNDLE SIZE. X Know what's below. Call before you dig. PARKING LOTS • MWELO WORKSHEETS ;. / .,i\.h 1,i',)VIWEh◊•·-wrvE"8 .EFFICiENt. LAj':J[)$CAP(WOR,kSHEn_;Nor{~ESIDEN}ib8Y ErA(db,<1s.\.: <t;;,}'.i,, Reference Evapotranspiration (ETo) Hydrozone Plant Number FJ ctor (PF) HZ 1 0.30 HZ 2 0.30 HZ3 0.30 HZ4 0.80 HZ52 030 Rccycle_d Water Use Edible Pl ant Areas Recreational Areas 47.0 (EAST OF EL CAfVHNO REAL) MAWA O Eto X 0.62 X J(D.45 X lA)+{0.55 X SLA)) Irrigation Irrigation Landscape Estimated Total Method Efficiency (PF/IE) Area (sq. ft.) (PF/IE) xArea Water Use (IE) (ETWU) REGULAR Lt,.NDSCAPE AREAS Drip Line 0.81 0.37 2,718 1,007 SLA Sprinkler 0.75 0.40 5,112 2,045 59,585 Sprinkler 0.75 0.40 13,570 5,428 SLA Sprinkler 0.75 1.07 3,207 3,421 SLA Sprinkler 0.75 0.40 10,901 4,360 127,062 Tota l 35,508 16,261 SPECIAL LANDSCAPE AREAS 1 19,495 19,495 568,084 1 0 o o 1 0 o 0 Total 19,495 19,495 I-/ ETWU TOTAL . • • 568,084 //o 1c--,··•\ ,,_-.. MAXiMtlM Al'PLIED WATER AllD\N ANCE(MA\NAI '-,. "rin8,o63_. · -'\. : ".,i :.,;. STATION# FLOW(GPM) VALVE SIZE 14.2 1IRRIGATION INDEX MAP SCALE: 1" = 1000' E>cplratlon Date: 12-Jl-24 _-, .. \ X 14.3 IRRIGATION DESIGN NOTES 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEHQ. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. 83 PS PROJ. NO. 210613 JULY 11 , 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LAf 3900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 .FARADAY AVENUE, SUITE 100, CARLSBAD. CA 92008 NORTH (760) 931-0780 • FAX (760) 931-5744 * info@planningsyatema.net APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ EXP. ___ _ DATE REVIEWED BY, INSPECTOR DATE >------<f----+-- 1 -----------+----+---+----1-----1 I SH1E5ET 11 CITY OF CAR LS BAD . PLANNING DIVISION ::==:'...'::::=======::::=:::::==::::::::::::::::::::===::::: LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION PLANS & DETAILS (PARKING LOTS) 1--------+---+---------------+------l--l----+------.I I APPROVEDL 4q_. . .,, f:Jllll [z,., _PLANNING ~ DATE INITIAL DATE INITIAL DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M ---------------- Ill//// I I i I I --' Explration Dote: 12-Jl-24 NORTH IRRIGATION DESIGN NOTES 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEHQ. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. SCALE: 1" = 20 FT. PS PROJ. NO. 210613 JULY 11, 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITEC'I'URE-LA#31lOO POLICY AND PROCESSING ENVIRONME:NTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 ,. info@plc1.nningsystems.net IRRIGATION INDEX MAP SCALE: 1" = 1000' STATION# FLOW(GPM) VALVE SIZE LATERAL PIPE SIZING 3/4" PIPE 1" PIPE 1 1/4" PIPE 1 1/2"" PIPE 2" PIPE 2 1/2" PIPE 3" PIPE 4" PIPE LATERALS TO BE PURPLE SCH 40 PVC. NO 1/2" PIPING ALLOWED. SCH 40 PVC SLEEVING CHART 1 1/4" SLEEVE 1-8 WIRES 1/2" PIPE 1 1/2" SLEEVE 9-16 WIRES 3/4" PIPE 2" SLEEVE 17-26 WIRES 1" PIPE 2 1/2" SLEEVE 27-38 WIRES 1 1/4" PIPE 3" SLEEVE 39-54 WIRES 1 1/2" PIPE 4" SLEEVE 55-100 WIRES 2" PIPE 6" SLEEVE 100+ WIRES 3" PIPE PIPE SLEEVES TO BE A MINIMUM OF 2X THE LINE SIZE. WIRE SLEEVES TO BE A MINIMUM OF 2X THE BUNDLE SIZE. " ' ~ Know what's below. Call before you dig. APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY, INSPECTOR DATE l-----l-----l---1--------------l---+----t---t----1ISH1E6ET II _ PLANNING DIVISION :::LAN==o=s;:C:::AP~E==IM:::;P:::;R:::;O::::VE:::::::::M;:EN;T;=::;P;:LAN:;::;;;:s ::;F;O;R;:: ========; CITY OF CARLSBAD OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION PLANS fPARKING LOTS) I APPROVEDfi:_ i~ ~h<o (z.., t====±====t=============================~====t===~~====t===~ ~-P::::LA::::N:::::N;::IN;:G::::====~=:::::::::==~~==~~~::::;:;::c:; OWN BY: ___ PROJECT NO. DRAWING NO. CHKD BY: --LPC2023-0010 539-4M RVWD BY: CUP2023-0001 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I @FINISH 6R,lwf ,..,,,..--,.--...,.,..,._..,,,t.: @POTW ~~HE (SEE CML ~). l'l I @RECLAIMED ~'!ER IRRIGATION ~lrll~. ----@mvE, @ S' 11De 1-fTAU.IC WJtKSR Ti!n. PIPE SEPARATION STANDARDS A SECTION/ ELEVATION 35" -------~----, 5 ~----{ 6 1. DIRECT SUNLIGHT NOT REQUIRED FOR OPERATION OF CONTROLLER. VERIFY THE FINAL LOCATION OF THE CONTROLLER WITH THE CITY REPRESENTATIVE PRIOR TO INSTALLATION. 2. STAINLESS STEEL ENCLOSURE· DIG MODEL ENCL-X 3. DIG LEIT XRC LIGHT POWERED CONTROLLER 4. PADLOCK -PROVIDE TWO KEYS TO OWNER/ CITY 5. DIG MODEL MCOLXS 35" TALL MOUNTING COLUMN WITH BASE· ALL WIRE ROUTE THROUGH BASE/ TUBE 6. CONCRETE PAD-18" X 18" X 18" -BEVEL EDGES FOR DRAINAGE 7. FINISH GRADE 8. COMPACTED NATIVE SOIL 9. DIG MOUNTING BASE/ ELECTRICAL SWEEP FOR LOWVOLTAGE CONTROL WIRES NOTES: DO NOT EXCEED THE MAXIMUM WIRE RUNS ALLOWABLE FOR THE CONTROLLER. WIRE RUN EQUALS THE LENGTH OF THE COMMON WIRE PLUS THE LENGTH OF THE LONGEST PILOT WIRE. 14 AWG • 3,000 FT MAXIMUM RUN 12 AWG -4,600 FT MAXIMUM RUN 10 AWG • 7,800 FT MAXIMUM RUN ALL REMOTE CONTROL VALVES USED WITH THE DIG LEIT CONTROLLER SHALL HAVE THE SOLENOIDS REPLACED WITH THE APPROPRIATE 'LEMA MICROPOWER ACTUATORS'. EACH BRAND OF VALVE USES A SPECIFIC MICROPOWER ACTUATOR. REFER TO THE DIG CATALOG OR CONSULT THE FACTORY FOR SPECIFICATIONS. MANUAL FLUSH VALVE/ INDICATOR 8 1/2" IN TURF/ 1" IN PLANTER 12" ---------------<4 SECTION/ ELEVATION 1. FINISH GRADE 2. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 3. 6" POP-UP SPRAY HEAD & NOZZLE PER LEGEND 4. 1 /2" MARLEX STREET ELL 5. 1/2" SCH 40 PVC STREET ELL TxT 6. 112" x 12" MIN. SCH 80 PVC THREADED NIPPLE 7. 1 /2" MARLEX STREET ELL 8. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 9. LATERAL LINE PIPING PER LEGEND NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4"-6" FROM CURBS AND WALKS AND 6"-12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD. LAWN POP-UP SPRINKLER HEAD C __ ... ·~ • l ~ - F , ·······\: .. - 1 ··. - - - l --i------ \ \ \ \ I \ ' ' \ I X -----' .........____ ______ t-- -----+ ---..L ' I \ \ - - 1- - \1 -----. . . - I - I 69. EB NORTH Expiration Date: 12-31-24 PS PROJ. NO. 210613 JULY 11,2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LAj/3900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-6744 • info@planningsysl:.ems.nel IRRIGATION INDEX MAP SCALE: 1" = 1000' STATION# FLOW(GPM) VALVE SIZE LATERAL PIPE SIZING 3/4" PIPE 1" PIPE 1 1/4" PIPE 1 112" PIPE 2" PIPE 2 1/2" PIPE 3" PIPE 4" PIPE LATERALS TO BE PURPLE SCH 40 PVC. NO 1/2" PIPING ALLOWED. SCH 40 PVC SLEEVING CHART 1 1/4" SLEEVE 1-8 WIRES 1/2" PIPE 1 1/2" SLEEVE 9-16 WIRES 3/4" PIPE 2" SLEEVE 17-26 WIRES 1" PIPE 2 1/2" SLEEVE 27-38 WIRES 1 114" PIPE 3" SLEEVE 39-54 WIRES 1 1/2" PIPE 4" SLEEVE 55-100 WI RES 2" PIPE 6" SLEEVE 100+ WIRES 3" PIPE PIPE SLEEVES TO BE A MINIMUM OF 2X THE LINE SIZE. WIRE SLEEVES TO BEA MINIMUM OF 2X THE BUNDLE SIZE. Know what's below. Call before you dig. APPROVED FOR PLANTING ONLY, INCLUD ING PREC ISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---f----+-/-i\------------t---t----t----t------J I SH1E7ET II CITY OF CARLSBAD I . PLANNING DIVISION . ~====~===:::::::=:::::::::::::::;::::;;:::::;:;:::::::;::;;::===== LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION PLANS (PARKING LOTS) 1------+---+------------ ---j-----j----j-----j---J I APPROVE~ dCT.' '8(tt,,fL3 I _PLANNING ~ . DA TE INITIAL DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M 12" st N -------- FRONT VIEW L-wALL-z_ 111111111111111111 .._____, 1 1-------------- 1 iliPl I 11111 ·JI I, 11111,, I "'=='g'7~"._-----I 2 I----~ SECTION I ELEVATION 1. AUTOMATIC CONTROLLER PER LEGEND-MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS 2. ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION 3. 112" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE 4. SCH 40 PVC CONDUIT FOR CONTROL WIRES 5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 6. FINISH GRADE 7. WALL CONTROLLER -WALL MOUNT • ,t I - - - ---3 ~m~m~m~~I---J 2 4" -, --_ -_. n 4 II I I i' II I I ill Fl I iljl f,__ _ _,-----n,,r--i'---r,-~----""1=11"-Y=c;::=I I l:u=1~==------i 5 11111_111-·,_i,, _J-----L\1----c @ 11- I 2" - 1-1 ,illmN_-J-----' SECTION/ ELEVATION 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2. RECTANGULAR PLASTIC VALVE BOX WITH PURPLE LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND "BV" ON LID IN 2" HIGH BLOCK LETTERS 3. FINISH GRADE 4 SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6. NATIVE SOIL 7. MAINLINE PIPING PER IRRIGATION LEGEND 8. COMMON BRICK SUPPORTS (4 REQUIRED) 9. FILL BASE OF BOX WITH PEA GRAVEL • 1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. 11 \------- BALL VALVE 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 5. 6" POP-UP HEAD & BUBBLER NOZZLE PER LEGEND 6. 1 /2" MARLEX STREET ELL 7. 1/2" SCH 40 PVC STREET ELL TxT 8. 1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE 9. 1/2" MARLEX STREET ELL 10. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 11. LATERAL LINE PIPING PER LEGEND 12. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS 13. TREE STAKE PER PLANTING PLAN 14. TRUNK OF TREE 15. ROOT BALL 13 f------------=~k 151--------Ac,-,/ NOTES: LOCATE TREE BUBBLERS ON OPPOSITE SIDES OF THE PLANT ADJACENT TO THE ROOTBALL. LOCATE BUBBLERS AND ROUTE PIPING TO AVOID TREE STAKES AND DAMAGE TO ROOTBALL. USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. PLAN VIEW 5 J---_ _/ 10 TREE BUBBLER H I J n=+l-1'=-' 8 -- _-_ --e+-'...J.---!-! _l--===: 0 111--111 111 111 II I I i' II I I i' I ITT I 111 i 1111 i' 111 1. REMOTE CONTROL VALVE PER 11. #14 UF WIRES TO CONTROLLER IRRIGATION LEGEND (COLOR CODED) 2. SCH 40 PVC MALE ADAPTER 12. I.D. TAG WITH STATION NUMBER (2 REQUIRED) VALVE SIZE PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 3. RECTANGULAR PLASTIC VALVE BOX WITH PURPLE 13. SCH 40 PVC ELL (VALVE SIZE) LOCKING LID (NDS PRO-SPEC SERIES) HEAT 14. MAINLINE PIPING PER IRRIGATION BRAND STATION NUMBER ON LID IN 2" HIGH LEGEND (VALVE SIZE) BLOCK LETTERS 15. SCH 40 PVC TEE (OUTLET TO BE 4. FINISH GRADE VALVE SIZE) 5. PVC LATERAL LINE PER IRRIGATION 16. MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) LEGEND (PLAN SIZE) 6. SCH 40 PVC 45 DEGREE ELL 17. FILL BASE OF BOX WITH PEA GRAVEL 7. SCH 40 PVC 45 DEGREE ELL (BUSH UP 18. NATIVE SOIL TO LATERAL LINE PLAN SIZE) 19. SCH 80 PVC THREADED NIPPLE (3") 8. RECTANGULAR PLASTIC VALVE BOX 20. BALL VALVE PER IRRIGATION LEGEND EXTENSION (NDS #214-6) (SAME SIZE AS RCV) 9. COMMON BRICK SUPPORTS (4 REQUIRED) • 1/2" IN TURF AREAS, 2" IN SHRUB AREAS 10. WATER PROOF WIRE CONNECTORS (2 REQUIRED) ELECTRIC CONTROL VALVE SECTION I ELEVATION 13 ---------- -III-111-1I1-I I l-I1I-I I I-· I I I-I I I-I I l-111-III-11I-1I1--111--111= 1. •• REMOTE CONTROL VALVE 12. FILL BASE OF BOX WITH PEA GRAVEL 13. COMMON BRICK SUPPORTS (4 REQUIRED) 2. RECTANGULAR JUMBO PLASTIC VALVE BOX WITH PURPLE LOCKING LID (NDS PRO-SPEC SERIES) HEAT BRAND STATION NUMBER AND "DZ" ON LID IN 2" HIGH BLOCK LETTERS 14. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 15. SCH 40 PVC MAINLINE FITTING WITH 1" OUTLET 3. I.D. TAG WITH STATION NUMBER PRINTED 16. 1" SCH 40 PVC MAINLINE PIPING (LENGTH ON IT (CHRISTY'S #ID-STD-Y1) 4. •• SCH 40 PVC BALL VALVE 5. •• SCH 80 PVC CLOSE NIPPLE 6. FINISH GRADE 7. NATIVE SOIL 8. SCH 40 PVC FEMALE ADAPTER 9. PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS NECESSARY) 10. RECTANGULAR PLASTIC VALVE BOX USED AS EXTENSION (NOS #3188) 11. •• PRESSURE REGULATOR/ FILTER AS REQUIRED) 17. 1" SCH 40 PVC ELL 18. SCH 40 PVC MALE ADAPTER 19. #14 UF WIRES TO CONTROLLER (COLOR CODED) 20. WATERPROOF WIRE CONNECTOR (2 REQUIRED) • 1/2" IN TURF AREAS, 2" IN SHRUB AREAS •• INCLUDED IN DRIP ZONE KIT (SEE IRRIGATION LEGEND) DRIP ZONE ELECTRIC CONTROL VALVE rc',o=1·-4--4--=s--c'=e---f 3 ' :\., I ,-----< 4 SECTION I ELEVATION 1. LOWVOLTAGEWIRES-3MAXIMUM 2. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 3. CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4. POLY TUBE PRE-FILLED WITH WATERPROOF GEL 5. LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED 6. SCOTCHLOK ELECTRICAL SPRING CONNECTOR -WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR -TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY INSERT SCOTCH LOK CONNECTOR AND WIRES INTO TUBE UNTIL THE CONNECTOR PASSES THE LOCK TABS. NOTES: WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCH LOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTOR. WATERPROOF WIRE CONNECTOR -~ E F G SECTION I ELEVATION MAINLINE 12"-18" FROM ADJACENT HARDSCAPE PIPE DEPTHS FOR PIPING NOT SLEEVED EZ-w o:'. _J w N MAINLINE _J (.'.) <( o:'. 2 <( ~ 4" AND SMALLER DIA. 18" DEEP (/) _J oO zZ 6" AND LARGER DIA. 30" DEEP <( <( = (0 :,:,-= C) "' "' ~ l 111 I ill, 1. FINISH GRADE 2. CLEAN BACKFILL -APPROVED NATIVE SOIL 3. NON-PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 4. IRRIGATION PRESSURE MAINLINE PER LEGEND - WITH TRACER WIRE (SNAKE IN TRENCH) NOTES: lA TERAL LINE 2" OR LESS DIA. 12"DEEP A. SEE SPECIFICATIONS FOR APPROVED BACKFILL AND OTHER REQUIREMENTS. B. IRRIGATION PIPES SHOWN DIAGRAMMATICALLY. PIPE SHALL BE INSTALLED 12" TO 18" FROM WALK OR CURB. 5. CONTROL WIRES -INSTALL BELOW PRESSURE MAINLINE 6. UNDISTURBED NATIVE SOIL 7. DETECTIBLE WARNING/ ID TAPE DIRECTLY OVER MAINLINE C. PIPES AND CONTROL WIRES TO BE INSTALLED IN SLEEVES UNDER ALL PAVING AND EXTEND 12" PAST EDGE OF PAVING. SLEEVES SHALL BE AT INCREASED DEPTH UNDER PAVING AS FOLLOWS: 30"-36" COVER UNDER ROADS AND DRIVES 8. DETECTIBLE WARNING/ ID TAPE 12" ABOVE MAINLINE 18"-24" COVER UNDER WALKS ' 18" MINIMUM (30" UNDER NON-VEHICULAR PAVING AND 36" UNDER VEHICULAR PAVING) " 12" MINIMUM (24" UNDER NON-VEHICULAR PAVING AND 30" UNDER VEHICULAR PAVING) TRENCHING C 9H+J;;;;;J-I+~ -.·.--·· 11111 6" 1. PAVING SURFACE BY OTHERS SECTION I ELEVATION 3 THE MINIMUM SLEEVE SIZE UNDER VEHICULAR PAVING IS TO BE4" DIAMETER. THIS APPLIES TO ELECTRICAL CONDUIT SLEEVING AS WELL. 2. REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS 3. SAND BEDDING 3" ABOVE AND 6" BELOW SLEEVING -SE30 OR BETTER 4. IRRIGATION PRESSURE MAINLINE PER LEGEND -WITHIN SLEEVE 5. LOW VOLTAGE CONTROL WIRES IN CONDUIT WITHIN SLEEVE 6. DETECTABLE WARNING TAPE/ ID TAPE PER SPECIFICATIONS -12" ABOVE MAINLINE SLEEVE 7. DETECTABLE WARNING TAPE/ ID TAPE PER SPECIFICATIONS -DIRECTLY ABOVE THE MAINLINE SLEEVE 8. UNDISTURBED NATIVE SOIL 9. IRRIGATION NON-PRESSURE LATERAL LINE WITHIN SLEEVE NOTES: A. THE DRAWING SHOWS RELATIVE PIPE DEPTHS AND SLEEVE MARKING ONLY. BACKFILL MATERIAL, COMPACTION REQUIREMENTS, AND ROAD BED REQUIREMENTS SHALL BE ACCORDING TO CIVIL PLANS. B. ALL SLEEVES TO BE SCH 40 PVC. PIPE. C. USE R.W. PURPLE PIPE FOR ALL PIPE SLEEVES. D. ALL SLEEVES TO BE SIZED TWICE THE DIAMETER OF THE INTERNAL PIPE (2" MINIMUM). E. ALL SLEEVES TO RUN A MINIMUM OF 12" BEYOND THE HARDSCAPE EDGES. F. SLEEVE ENDS SHALL BE MARKED WITH 10" ROUND VALVE BOX WITH PURPLE LOCKING COVER. G. ETCH THE LETTER "E" INTO CURB DIRECTLY ABOVE THE SLEEVE. SLEEVING D \ 1" 1111: I i' 11 1 I i 1 ' ,111 I - ' ~-------{ 1 1=-111- 12" --------'6 3 ---"--------/0 ~µ'---------------{8 SECTION/ ELEVATION ~-----------------/ 9 1. FINISH GRADE 2. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 3. 12" HI-POP SPRAY HEAD & NOZZLE PER LEGEND 4. LATERAL LINE PIPING PER LEGEND 5. 1/2" MARLEX STREET ELL 6. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 7. 1/2"x12" MIN. SCH 80 PVC THREADED NIPPLE 8. 1/2" SCH 40 PVC STREET ELL TxT 9. 1/2" MARLEX STREET ELL NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4"-6" FROM CURBS AND WALKS AND 6"-12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD. SPRINKLER HEAD W/ ROTORY NOZZLE 12" SECTION I ELEVATION 1. FINISH GRADE 2. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 3. HI-POP ROTOR HEAD & NOZZLE PER LEGEND 4. LATERAL LINE PIPING PER LEGEND 5. 3/4" MARLEX STREET ELL 6. SCH 40 PVC LATERAL LINE FITTING WITH 3/4" FEMALE THREADED OUTLET 7. 3/4"x12" MIN. SCH 80 PVC THREADED NIPPLE 8. 3/4" SCH 40 PVC STREET ELL TxT 9. 3/4" MARLEX STREET ELL 1" ~-------------l 1 ~-------------14 NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4"-6" FROM CURBS AND WALKS AND 6"-12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD. ROTOR SPRINKLER HEAD A B APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PS PROJ. NO. 210613 JULY 11, 2023 12 31 24 ........... 7 11 23 \I},.",__ ... ~OF('.Al; Expiration Date: 12-31-24 LAND USE / COASTAL PLANNING LANDSCAPE ARCHlTECTURE-U..,113900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 "' FAX (760) 931-5744 ,. info@planningsyst.ems.net RCE __ _ EXP. ___ _ DATE REVIEWED BY, INSPECTOR DATE CITY OF CARLSBAD l----+--+-1-----------------IL_----+----1---+--~I SH1E8ETII ===:::'...:::· =====:::::P:=LA:::N:::::N:::IN:::::G::::::D::IV:::IS::l::::ON::::::=====' 1------11----+-----------------~---+---1----l----1 LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION DETAILS (PARKING LOTS) f------1'-----1------------1----1---1---_j___----.11 A-P-PR_ov_Eo~:A:'1LCl='--'d'--4-C+.r.~a. )~•~<.•=--~ 1-----1---+----------------l----+---l----+----1.=P=LA:::'N:::'N:::'IN==G====--::===ir=:'::::=========== DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY; PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M IRRIGATION SPECIFICATIONS (AS APPLICABLE): 1. SCOPE OF WORK 1.1. THE WORK CONSISTS OF FURNISHING LABOR. TOOLS, MACHINERY, MATERIALS, AND PROCEDURE REQUIRED TO COMPLETE THE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE CITY/OWNER. 1.2. WHEN NOT OTHERWISE SPECIFIED, WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE LOCAL PLUMBING CODE. 1.3. THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY PERMITS AND PAY FOR SAME. 1.4. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO THIS WORK. 1.5. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED AND READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO CITY/OWNER. 1.6. ANY ITEM SHOWN OR WRITTEN ON THE DRAWINGS OR IN THESE SPECIFICATIONS SHALL BE CONSIDERED TO APPEAR ON BOTH . 1.7. IN THE EVENT OF "CONFLICT" BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE LANDSCAPE ARCHITECT SHALL BE CONSUL TED. 1.8. PRIOR TO SUBMISSION OF HIS BID . THE CONTRACTOR SHALL EXAMINE THE SITE, THE COMPLETE DRAWINGS OF THE PROJECT AND THE SPECIFICATIONS OF SAME, IN ADDITION TO THE DRAWINGS AND SPECIFICATIONS FOR THE SPRINKLER IRRIGATION PORTION OF THE _WORK. 2. REFERENCE SPECIFICATIONS AND STANDARDS 2.1 . THE INTENT OF THE DRAWING AND SPECIFICATIONS IS TO GRAPHICALLY INDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. 2.2. PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO THE LANDSCAPE ARCHITECT. 2.3. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, ETC. WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK, AND PLAN HIS WORK ACCORDINGLY. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER. SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES WILL BE AVOIDED. 2.4. LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE QUALITY OF WORKMANSHIP AND MATERIALS FURNISHED. 2.5. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE "INTERPRETATION" OF THE DRAWINGS AND SPECIFICATIONS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 3. SUBSTITUTIONS 3.1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT OR MATERIALS SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 3.2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT THIS OWN EXPENSE. 3.3. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION SUBMITTED. 3.4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 3.5. THE LANDSCAPE ARCHITECT CAN, AT HIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT OFFERED FOR USE. 4. IRRIGATION GUARANTEE 4.1. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACK-FILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF WORK. 4.2. IF, WITHIN ONE (1) YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION, SETTLEMENT OCCURS AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS, SOD OR PAVING IS NECESSARY TO BRING THE SYSTEM, SOD OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, THE CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT COST TO THE CITY/OWNER, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND. 4.3. SHOULD ANY OPERATIONAL DIFFICULTIES DEVELOP IN CONNECTION WITH THE SPRINKLER SYSTEM WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH, IN THE OPINION OF THE CITY/OWNER, MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY/OWNER AT NO ADDITIONAL COST TO THE CITY/OWNER, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. 5. RESPONSIBILITY 5.1. THE CONTRACTOR SHALL LOCATE LINES, VALVES, AND OTHER UNDERGROUND UTILITIES, ETC., PRIOR TO EXCAVATING TRENCHES . THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 6. RECORD DRAWINGS 6.1. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY OR AS DIRECTED TO MEET EXISTING CONDITIONS AND TO FOLLOW THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN OBTAINING COMPLETE WATER COVERAGE. IT IS, THEREFORE, THE CONTRACTOR'S RESPONSIBILITY TO RECORD ANY CHANGES AS TO LOCATION OF EQUIPMENT ON "AS-BUILT" DRAWINGS. 6.2. PROCEDURE FOR "AS-BUILT" PREPARATION SHALL BE: 6.2.1. OBTAIN FROM THE LANDSCAPE ARCHITECT ONE (1) SET OF REPRODUCIBLE DRAWINGS. RECORD ACCURATELY ON THIS SET ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. 6.2.2. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON "AS-BUILT" DRAWINGS, DAY-TO-DAY, AS THE PROJECT IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE ONE-QUARTER (1/4) INCH IN SIZE. 6.2 .3. SHOW DIMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: ALL POINT OF CONNECTION/ CONTROL EQUIPMENT ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAXIMUM OF ONE-HUNDRED (100) FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES) BALL VALVES/ GATE VALVES SPRINKLER CONTROL VALVES (BURIED ONLY) QUICK COUPLING VALVES ROUTING OF CONTROL VALVE WIRING OTHER RELATED EQUIPMENT (AS MAY BE DIRECTED BY THE LANDSCAPE ARCHITECT) 6.2.4. MAINTAIN "AS-BUILT" DRAWINGS ON SITE AT ALL TIMES. 6.2.5. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL-POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. MAKE CHANGES IN A MANNER EQUAL TO THE ORIGINAL DRAWING. 7. CONTROLLER CHARTS 7.1. "AS-BUil T" DRAWINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. 7.2. PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY AUTOMATIC CONTROLLER. 7.3. THE CHART SHALL BE A REDUCTION OF THE ACTUAL "AS-BUILT" SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWINGS IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. 7.4. CHART SHALL BE BLACK-LINE PRINT AND A DIFFERENT PASTEL COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 7.5. WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM TWENTY (20) MIL THICKNESS. 7.6. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 8. OPERATION AND MAINTENANCE MANUALS 8.1. PREPARE AND DELIVER TO THE LANDSCAPE ARCHITECT WITHIN TEN (10) CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPERLY PREPARED IN FOUR INDIVIDUALLY BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAIL TO PERMIT OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEET STATING SUBCONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. DURATION OF GUARANTEE PERIOD . LIST OF EQ UIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVES. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. 8.2. IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE AT THE END OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. 8.3. LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WILL BE FURNISHED BY THE CONTRACTOR IN QUANTITIES AS SHOWN ON PLANS OR IN SPECIFICATIONS. 9. MATERIALS 9.1. USE NEW MATERIALS OF THE BEST GRADE OF EACH RESPECTIVE KIND AND OF THE SAME MANUFACTURERS FOR ALL ITEMS OF ONE TYPE. 9.2. STEEL PIPE. 9.2.1. STEEL PIPE AND STEEL FITTINGS WHERE INDICATED ON THE DRAWINGS OR SPECIFIED SHALL BE SCHEDULE 40 GALVANIZED MILD STEEL THREADED PIPE AND BEADED GALVANIZED MALLEABLE IRON THREADED FITTINGS, EXCEPT COUPLINGS WHICH SHALL BE A.P.I. (AMERICAN PIPE INSTITUTE) STEEL COUPLINGS. THREAD ON PIPE AND FITTINGS SHALL BE OF TAPER TYPE. 9.2.2. ALL UNIONS TWO (2) INCHES AND SMALLER SHALL BE GROUND JOINT PATTER. UNIONS LARGER THAN TWO (2) INCHES SHALL BE FLANGED UNIONS. ALL FLANGED UNIONS SHALL BE PLACED WITH ONE-SIXTEENTH (1/16) INCH THICK ASBESTOS FIBER GASKETS. RIGHT AND LEFT COUPLINGS SHALL BE USED INSTEAD OF GROUND JOINT UNIONS IN ALL UNDERGROUND LINES, EXCEPT AT VALVES. 9.2.3. STEEL STREET ELBOWS, BUSHINGS, CLOSE NIPPLES, AND LONG SCREWS SHALL NOT BE USED IN THE WORK. 9.3. PLASTIC PIPE 9.3.1 . PLASTIC PIPE SHALL BE EXTRUDED FROM VIRGIN PVC (POLYVINYL CHLORIDE) TYPE 1, GRADE 11 (CLASS 1220) AS MANUFACTURED BY LASCO INDUSTRIES, BALDWIN, PACIFIC WESTERN, JOHNS-MANVILLE OR EQUAL. CLASS SCHEDULE AS INDICATED IN THE LEGEND. 9.3.2. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1220, S.D.R. (STANDARD DIMENSION RATIOS, OR THE PRESSURE RATING IN POUNDS PER SQUARE INCH) AND THE N.S.F. (NATIONAL SANITATION FOUNDATION). 9.3.3. PLASTIC FITTINGS SHALL BE PVC 11, I.P.S, (INTERNATIONAL PIPE SOCIETY), SCHEDULE 40, N.S.F., SCHEDULE 80, N.S.F., AND SCHEDULE 80 THREADED FITTINGS AS SHOWN IN THE DETAILS AS MANUFACTURED BY SLOANE MANUFACTURING CO. SOLVENT AND PRIMER ARE TO BE PER PIPE MANUFACTURER'S RECOMMENDATIONS. 9.4. PVC PRESSURE RATED PIPE TYPE 1220 (PVC CLASS 160. 200 & 315) AND TYPE 1120 (PVC SCHEDULE 40 & PVC SCHEDULE 80) 9.4.1. TYPE I GRADE II PRESSURE RATED PIPE. 9.4.2. MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN ASTM D1784-60T. 9.4.3. OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE AS IRON PIPE. 9.4.4. PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE AND GRADE (I.E., PVC 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION. 9.4.5. PVC FITTINGS SHALL BE PVC TYPE II, SCHEDULE 40 NSF, SCHEDULE 80 NSF, OR APPROVED. 9.4.6. SOLVENT SHALL BE #175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDENA CALIFORNIA. 9.4.7. CAUTIONED SHALL BE UTILIZED IN HANDLING TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING OR OF SPLITTING WHEN DROPPED OR HANDLED CARELESSLY. 9.4.8. WHEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE PERMATIX TYPE II. 9.5. SPRINKLER HEADS 9.5.1. SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN. 9.6. VALVES 9.6.1. REMOTE CONTROL VALVES -ELECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOWN ON PLAN. 9.6.2. QUICK COUPLING VALVES -QUICK COUPLING VALVES SHALL BE AS INDICATED ON PLANS AND SHALL HAVE A LOCKING COVER. EACH QU ICK COUPLER VALVE SHALL HAVE A MOLDED VINYL COVER, YELLOW IN COLOR (PURPLE WHERE CALLED FOR IN RECYCLED WATER SYSTEMS). ALL QUICK COUPLER VALVES KEYS AND HOSE SWIVELS SHALL BE OF SAME MANUFACTURER AS THE QUICK COUPLER. 9.7. AUTOMATIC CONTROLLERS -AUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLANS AND DETAILS. 9 8. CONTROL WIRES FOR RCV'S -ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BY REMOTE CONTROL VALVE SHALL BE SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR "HOT" WIRE SHALL BE BLACK OR COLOR-CODED WITH THE COMMON WIRE BEING WHITE. 9.9. RUN TWO SPARE CONTROL WIRES TO THE FARTHEST VALVE IN EACH MAINLINE DIRECTION. SHOW ON AS-BUIL TS. COLOR CODE DIFFERENT THAN PILOT AND COMMON WIRES. 9.10. WIRING FOR FLOW SENSORS AND MASTER VALVES SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE COLOR CODED DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND SPARE WIRES. 9.11. VALVE BOXES -ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, FLOW SENSORS, AND QUICK COUPLING VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING COVERS. ALL SHALL BE N.D.S. OR APPROVED EQUAL AND SHALL BE IDENTIFIED ON THE LID WITH HEAT-BRANDED NUMBERS/ LETTERS IN 2" HIGH BLOCK LETTERS AS SHOWN ON THE DETAILS. ALL BOXES SHALL HAVE GREEN COVERS (PURPLE FOR RECYCLED WATER SYSTEMS). 9.12. BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ON PLANS AND DETAILS. 9.13. DRIP LINE AND INTEGRAL DRIP LINE COMPONENTS -THE DRIP LINE SHALL BE TECHLINE RW AS MANUFACTURED BY NETAFIM IRRIGATION, INC. DR IPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON DRAWINGS. 9.13.1. TECH LINE FITTINGS: ALL TECHLINE CONNECTIONS SHALL BE MADE WITH APPROVED TECHLINE INSERT FITTINGS. 9.13.2. SOIL STAPLES (TLS6): ALL ON-SURFACE/UNDER MULCH, OR BURIED TECHLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 3' -5' ON CENTER, AND WITH TWO STAPLES AT CHANGES OF DIRECTION OF TUBING. 9.13.3. LINE FLUSHING VALVES: ALL TECHLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL FLUSHING VALVE AS INDICATED ON DRAWINGS. 9.13.4. AIR/VACUUM RELIEF VALVES: EACH INDEPENDENT TECHLINE SUBSURFACE IRRIGATION ZONE SHALL BE INSTALLED WITH AN AIRNACUUM RELIEF VALVE AT THE ZONE'S HIGHEST POINT(S). 9.13.5. PRESSURE REGULATOR: A PRESSURE REGULATOR SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE OPERATING PRESSURES DO NOT EXCEED SYSTEM REQUIREMENTS. THE PRESSURE REGULATOR SHALL BE AS CALLED FOR ON THE PLANS. 9.13.6. SYSTEM FILTER: A Y-FILTER OR DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE AS CALLED FOR ON THE PLANS. A SYSTEM (MAIN LINE) FILTER SHALL ALSO BE INSTALLED TO ENSURE ADDED PROTECTION. 9.14. ANY OTHER EQUIPMENT NOT SPECIFICALLY NOTED HEREIN BUT REQUIRED BY THE PLANS, DETAILS, OR LEGENDS SHALL BE SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. IF ANY QUESTION ARISES AS TO PROPER PROCEDURE, IT SHALL BE RESOLVED WITH THE LANDSCAPE ARCHITECT BEFORE INSTALLATION. 10. INSTALLATION i 10.1. SITE CONDITIONS 1 10.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 10.1.2. : 10.1 .3: 1 10.1.4. ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY FACILITIES. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK NECESSARY TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE RECEIVED. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 10.1.5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY , CHECK ALL FINISH GRADES TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK. ! 10.2. WATER SUPPLY 10.2.1. THE CONTRACTOR SHALL ARRANGE FOR THE PROVISION OF THE WATER SUPPLY AND COORDINATE WITH THE OWNER AS NECESSARY. 10.2.2. THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. 10.3. ELECTRICAL 10.3.1. THE OWNER SHALL ARRANGE FOR THE PROVISION OF THE ELECTRICAL SUPPLY. POWER SOURCES SHALL BE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL CONNECT AT THE POINT SHOWN ON THE DRAWINGS. 10.3.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ELECTRICAL CONNECTIONS TO THE AUTOMATIC CONTROLLERS. ALL WIRING SHALL BE ROUTED AS SHOWN ON PLANS. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL OR COUNTY ORDINANCES. i 10.4. EXISTING UTILITIES -THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS ' POWER, TELEPHONE, DOMESTIC WATER AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION WITH OTHER CONTRACTOR IS REQUIRED AS THE WORK PROGRESSES TO THESE AREAS. i 10.5. TRENCHES IN GENERAL , 10.5.1. TRENCHES SHALL BE DUG STRAIGHT, AND PIPE SHALL HAVE THE CONTINUOUS SUPPORT FOR THE DITCH BOTTOM AND SHALL BE LAID TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW THE LAYOUT INDICATED ON THE DRAWINGS. 10.5.2. ALL PRESSURE SUPPLY LINES SHALL HAVE A MINIMUM DEPTH OF EIGHTEEN (18) INCHES MINIMUM UNLESS OTHERWISE NOTED. 10.5.3. ALL NON-PRESSURE SUPPLY LINES SHALL HAVE A MINIMUM DEPTH OF TWELVE (12) INCHES MINIMUM AS SHOWN IN THE DETAILS. ' 10.5.4. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES. ' 10.5.5. NO LINE SHALL BE INSTALLED DIRECTLY OVER ANOTHER LINE. 10.5.6. IF NECESSARY, CALL UNDERGROUND ALERT, OR SIMILAR COMPANY. 10.6. BACKFILLING 10.6.1. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO THE ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. INITIAL BACKFILL ON ALLUNES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH IN SIZE. 10.6.2. IF, IN THE OPINION OF THE CONTRACTOR/LANDSCAPE ARCHITECT, THE EXCAVATED MATERIAL IS NOT SATISFACTORY FOR USE AS BACKFILL, THE CONTRACTOR SHALL DISPOSE OF THIS UNSATISFACTORY MATERIAL. 10.6.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SETTLING OF TRENCHES FROM HIS WORK. j 10.7. PVC PIPE ' 10.7.1. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. 10.7.2. 10.7.3. 10.7.4. 10.7.5. 10.7.6. ' ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, UNLESS OTHERWISE SHOWN IN DETAILS. THE JOINTS SHALL BE ALLOWIED TO SET AT LEAST TWENTY-FOUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE. AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, AND ALL NECESSARY WORK AS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISERS SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. SPRINKLER LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN TWENTY-FOUR (24) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE AT THE HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 100 POUNDS PER SQUARE INCH. AT THE CONCLUSION OF THE PRESSURE TEST, THE HEAD SHALL BE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE, CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE OR PRESSURE GAUGE ASSEMBLY, AND ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE. 10.8. SPRINKLERS 10.8.1. ALL POP-UP SPRINKLERS SHALL BE PROVIDED WITH SWING JOINTS AND SHALL BE ADJUSTED TO THE PROPER HEIGHT. ALL NOZZLES SHALL BE ADJUSTED FOR PROPER THROW RADIUS FOR EFFICIENT COVERAGE. 10.8.2. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 10.9. DRIP LINE INSTALLATION 10.9.1. INSTALL ALL DRIP LINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED ' 10.9.2. 10.9.3. 10.9.4. CONNECTIONS. CLAMP TECHLINE FITTINGS WITH OETIKER CLAMPS WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIP LINE FITTING REQU IREMENTS. WHEN INSTALLING TECHLINE, INSTALL SOIL STAPLES AS LISTED BELOW: SANDY SOIL -ONE STAPLE EVERY THREE (3') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). LOAM SOIL -ONE STAPLE EVERY FOUR (4') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). CLAY SOIL-ONE STAPLE EVERY FIVE (5') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE INTRUSION OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. 10.9.5. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER HYDRANTS. 10.9.6. TEST IN ACCORDANCE WITH HYDROSTATIC TESTS AS RECOMMENDED BY THE MANUFACTURER. ,10.10. VALVES 1 10.10.1. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. 10.10.2. QUICK COUPLING VALVES SHALL BE SET IN VALVE BOXES APPROXIMATELY 12" FROM WALKS, CURBS, HEADER BOARDS. OR PAVED AREAS WHERE APPLICABLE. VERTICAL POSITIONING OF QUICK COUPLING VALVES SHALL BE SUCH THAT SLEEVE TOP WILL BE FLUSH WITH THE SETTLED FINISH GRADE AS DETERMINED AFTER THE TURF IS ESTABLISHED AND 2" ABOVE GRADE IN GROUND COVER AREAS. ------------- - 10.11. VALVE BOXES 10.11.1 . VALVE BOXES SHALL BE SET ONE-HALF INCH (1/2") ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND ONE INCH (1 ") ABOVE FINISH GRADE IN GROUND COVER AREAS. 10.11.2. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADER BOARDS AND PAVING SHALL ABUT THOSE ITEMS. TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. 10.12. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION 10.12.1. THE AUTO MA TIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCATION SHOWN ON THE PLAN. VERIFY EXACT LOCATION WITH THE OWNER. 10.12.2. ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING THE 110 VOLT ELECTRICAL SERVICE TO CONTROLLER. OWNER SHALL PROVIDE POWER TO CONTROLLER. CONTRACTOR SHALL COMPLETE HOOK-UP TO CONTROLLER. 10.12.3. THERE SHALL BE ADEQUATE COVERAGE OF EARTH (18" MINIMUM) OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN TRENCH AND TAPE TO MAIN LINES ON SIDE OF PIPE AT 10' INTERVALS. 10.13. CONTROL WIRE 10.1 3.1. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. 10.13.2. CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE USING A ORI-SPLICE CONNECTOR OR EQUAL. 10.14. PRESSURE TEST 10.1 4.1. ALL PRESSURE LINES SHALL BE TESTED UNDER PRESSURE WITH WATER AND AIR OF ONE-HUNDRED FIFTY (150) POUNDS PER SQUARE INCH , AND ALL NON-PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE, AND BOTH BE PROVEN WATERTIGHT. 10.14.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR A24 HOUR PERIOD. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 10.14.3. TEST SHALL BE OBSERVED AND APPROVED BY THE OWNER PRIOR TO BACKFILL. 10.14.4. UPON COMPLETION OF EACH PHASE OF THE WORK, THE CONTRACTOR SHALL CHECK AND ADJUST EACH SPRINKLER HEAD TO MEETING THE SITE REQUIREMENTS. 10.15. COVERAGE TEST -UPON COMPLETION OF ALL SYSTEMS, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED ALL AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL CHANGE ANY HEADS, NOZZLES, OR ORIFICES AS MAY BE REQUIRED TO PROVIDE COVERAGE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. 10.16. LOWERING OF HEADS -UNLESS OTHERWISE NOTED, ALL SPRINKLERS INSTALLED IN LAWN AREAS SHALL BE LOWERED TO FINISH GRADE WITHIN FIVE DAYS FOLLOWING NOTIFICATION BY THE CITY/OWNER. AT THE TIME OF LOWERING HEADS, THE CONTRACTOR SHALL COMPLETELY CHECK AND ADJUST THE ENTIRE SYSTEM AND MAKE ANY REPAIRS THAT ARE NECESSARY TO COMPLETE THIS WORK TO THE SATISFACTION OF THE CITY/OWNER, LANDSCAPE ARCHITECT AND/OR OWNER'S CHOSEN REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING UPON COMPLETION OF THIS WORK. 10.17. WORKMANSHIP AND PROCEDURE 10.17.1. THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. THE CONTRACTOR SHALL INSTALL LINES IN A MANNER THAT CONFORMS WITH THE VARIOUS DETAILS, WITHOUT OFFSETTING THE VARIOUS ASSEMBLIES FROM THE PRESSURE SUPPLY LINE. 1017.2. NO MULTIPLE ASSEMBLIES SHALL BE INSTALLED ON PLASTIC LINES . EACH ASSEMBLY SHALL BE PROVIDED WITH ITS OWN OUTLET. 10.17.3. ALL ASSEMBLIES SPECIFIED HEREIN SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO THE SPECIFIC ITEMS REQUIRED TO COMPLETE THE WORK, THE CONTRACTOR SHALL PERFORM SUCH WORK IN ACCORDANCE WITH THE BEST STANDARD PRACTICE AND TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT/CONTRACTOR. 11. INSPECTION OF WORK 11.1. INSTALLATIONS AND OPERATIONS MUST BE APPROVED BY THE CITY/OWNER AND LANDSCAPE ARCHITECT. 11 .2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE CITY/OWNER, AT WHICH TIME THE CONTRACTOR WILL BE INFORMED OF SPECIFIC INSPECTIONS REQUIRED AND THE METHOD OF CALLING FOR SUCH INSPECTIONS AS THE INDIVIDUAL WORK IS COMPLETED. 12. RESPONSIBILITY 12.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER THIS CONTRACT. NO CONTRACTOR SHALL BE RELIEVED OF HIS LIABILITY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND INDICATED IN THE SPECIFICATIONS, UNLESS AUTHORIZED IN WRITING BY THE CITY/OWNER OR OWNER'S APPROVED REPRESENTATIVE. 12.2. THE CONTRACTOR SHALL PROTECT HIS WORK FROM DAMAGE AND THEFT AT ALL TIME, AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY/OWNER. 12.3. THE CONTRACTOR SHALL PROTECT THE CITY/OWNER'S PROPERTY FROM INJURY OR LOSS. ALL DAMAGE TO EXISTING PROPERTY (BUILDINGS, UTILITIES, ETC.) OR PLANTING (TREES, SHRUBS, LAWNS OR GROUND COVERS) CAUSED BY THE CONTRACTOR DURING HIS OPERATION OR AS A RESULT OF MALFUNCTION OF INSTALLED WORK DURING THE GUARANTEE PERIOD SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 12.4. THE CONTRACTOR SHALL CAREFULLY NOTE ALL FINISH GRADE BEFORE COMMENCING WORK. ANY FINISH GRADE CHANGED DURING THE COURSE OF HIS WORK SHALL BE RESTORED TO THE ORIGINAL CONTOURS. 12.5. THE CONTRACTOR SHALL CAUSE MINIMUM INTERFERENCE WITH WORKMEN OR THE MATERIALS AND EQUIPMENT OF OTHER TRADES PEOPLE WORKING ON THE PROJECT. 13. COMPLETION CLEAN-UP 13.1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE EXCESS MATERIALS, RUBBISH, DEBRIS, ETC., AND HIS CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES. 14. MAINTENANCE 14.1. UPON FINAL ACCEPTANCE BY THE CITY/OWNER, THE CONTRACTOR SHALL PROVIDE A NINETY (90) DAY MAINTENANCE SERVICE FOR THE ENTIRE IRRIGATION SYSTEM. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO BROKEN SPRINKLER REPAIR AND/OR REPLACEMENT, CLOGGED DRIP LINE REPAIR/ REPLACEMENT, BROKEN PIPE REPAIR AND/OR REPLACEMENT, ADJUSTMENT OF HEADS, ADJUSTMENT OF CONTROLLER PROGRAMMING, AND WEEKLY INSPECTIONS FOR ANY MALFUNCTIONS. END OF SECTION PS PROJ. NO. 210613 JULY 11. 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA#3900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0760 .. FAX (760) 931-5744 ,. info@plann1ngsyslems.nel "AS BU IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY, INSPECTOR DATE l---l----+/-l\_· _________ +---+-'--+---+----II SH1E9ET II CITY OF CARLSBAD I _ PLANNING DIVISION . ~L=AN:::D;:S;:C;:'.A,_;:P:::E:::::;IM:;P:::R;::O::;:VE:;::::;M;:EN;::T;:::::P:::L=A:::N:;S ~F;:O:::R=: ========; Exp!ratlon O,;ite: 12-31 24 OMNI LA COSTA DRIVING RANGE EXPANSION IRRIGATION SPECIFICATIONS /PARKING LOTS) l---+--+--------------+---+---+---+-----1 I APPROVED~ iO .. «<u RJ/,IP/2, '3 I _P LANNING ~ . DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M POTABLE WATER METER. ACCOUNT NO. 7012400 - WM.Ni APPROXIMATE LOCATION (FIELD VERIFY PRELIMINARY WATER EFFICIENT LANDSCAPE WORKSHEETS HYDROZONE LEGEND HYDRO ZONE INFORMATION TABLE HYDROZONE % OF TOTAL HYDROZONE LANDSCAPE VALVE IRRIGATION PLANT FACTOR AREA LANDSCAPE A) a GREENS NO. / KEY ZONE DESCRIPTION CIRCUIT METHOD (AVERAGE) (PF) (HA) (SF) AREA Q) DRIVING RANGE (1) { GREENS TE INED ROTATOR HW 0.8 22,741 0.04 2 3 ae oVERFLOW PARKING PLANTER Q) DRIVING RANGE WITH ROTATOR MW 05 453,991 0.89 (6) 2 OVERFLOW PARKING PLANTERS CONSTRUCTION ROTATOR MW 05 24,844 0.04 DOCUMENT @) pee SURFACE PARKING PLANTERS 4) 3 SURFACE PARKING PLANTERS eee so ation DRIP MW 0.5 2,719 0.01 : 6) 3 BIO-RETENTION BASINS ROTATOR HW 08 7,945 0.02 6) ___| BIO-RENTION BASINS SUBTOTAL: 512,240 400.0 PLAN LEGEND MAXIMUM APPLIED WATER ALLOWANCE (gallons/ year) NOTE: an 2 se PROPERTY LINES Formulas and Definitions WATER USE IS CALCULATED ONLY FOR AREAS TO BE RENOVATED, SHOWN IN COLOR ON THE MAP. [M] | POTABLE WATER METER (CMWD) Formula: 9MAWA = (ETo)(0.62)[(0.45xLA) + (0.55xSLA)] RECYCLED WATER METER (CMWD) MAMA = Maximum Applied Water Allowance (gallons per year) ETo = Evapotranspiration in inches per Year NOTES: | 0.62 = Conversion factor to gallons per square foot 1. PROPOSED GRADING SHOWN IN 1 FT. CONTOUR INTERVALS \ 0.7 =ET Adjustment Factor for plant factors & irrigation efficiency. , : \ LA = Landscape Area - includes special landscaped area (in sq. ft.) 2. DRIVING RANGE (LEUCADIA WASTEWATER DISTRICT & CARLSBAD \ 0.3 = Additional ET adjustment factor for special landscape area (in sq. ft.)(1.0-0.7=0.3) MUNICIPAL WATER DISTRICT) WATER METER LOCATIONS SHOWN == SLA = Special landscaped area in square feet ON SHEETS 5 & 6 OF THESE PLANS Calculation: MAWA = (47.0)(0.62)[(0.45 x LA) + (0.55 x SLA)] MAWA = 29.14 [(0.45 x 512,240)) + 0.55 x 512,240)] MAWA = 29.14 (230,508 + 281,732) MAWA = 14,926,674 gal/yr CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number (1 - 5 with SLA Zone Below - use as many tables as necessary RECYCLED WATER METER (CMWD) is bop aye) APPROXIMATE LOCATION (FIELD VERIFY) Pidcess 5 3 7 A ; 7 Step No. SLA (Below) HWU MWU MWU MWU HWU LWU VLWU Evapotranspiration Rate (ETo)* 47.0 Conversion Factor 0.62 (Step 1 X Step 2) 29.14 Plant Factor (PF)** (From WUCOLS) (VLW 0.8 0.5 0.5 0.5 0.8 0.3 0.1 - HW) (0.1 - 0.8) Area of Hydrozone (sq. ft.) (HA) 22,741 453,991 24,844 2,719 7,945 0 0 512,240 (Step 4 X Step 5) 18,192 226,995 12,422 1,360 6,356 0 0 Irrigation Efficency (lE)*** 0.7 0.7 0.70 0.8 0.7 (Step 6 / Step 7) 25,988 324,278 17,746 1,700 9,080 POTABLE WATER METER (CMWD) ACCOUNT NO. 7011700 - WM NO. 64156798 eee el 512,240 APPROXIMATE LOCATION (FIELD VERIFY) vie P (Step 3 x Step 9) Estimated Total Water Use in gallons per year 14,926,674 (ETWU) - Total shall not exceed MAWA *ETo **Plant Factor & Water Use IE - West of I-5 = 40.0 - 0.1 = VLW - Very Low Water Use Plants - Micro-spray = .80 - East of I-5 and West of El Camino - 0.3 = LW - Low Water Use Plants - Spray = .55 Real = 44.0 - 0.5 = MW - Moderate Water Use Plants - Rotor = .70 - East of El Camino Real = 47.0 - 0.8 = HW - High Water Use Plants - Bubbler = .75 Applicant may provide a different - Drip = .80 ETo if supported by documentation Applicant may provide a different IE if subject to approval by the City supported by documentation subject to of Carlsbad Planning Director. approval by the City Planning Director A P P R O VE D F O R (Turf and Landscape Irrigation Best Management Practices, April 2005) P LA N | N G @) N L Y, Dy. LOCATION OF PLANTING YY, AREA WZ YY ul L AS BUILT ti VY : 0 50 100 200 FT = ve 7 PS PROJ. NO. 210613 JULY 11, 2023 ary : 7 LAND USE / COASTAL PLANNING RCE eee eee EXP. —————————— DATE NN 4 : rH Yj PLANNING LANDSCAPE. ARCHITECTURE LA#3900 eh ‘Y SYSTEMS ENVIRONMENTAL MITIGATION A : Y i REVIEWED BY: 1H - YY : 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 4 & VY NORTH SCALE: 1 = 100 FT. (760) 931-0780 FAX (760) 931-5744 info@planningsystems. net Re WY INSPECTOR DATE 4 : . H. AX He 2 ae CITY OF CARLSBAD : = 20 PLANNING DIVISION hn SS = : es LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION WATER CONSERVATION PLAN APPROVED: A A Chee Me , PLANNING DWN BY: 0. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: celine L 3-0010 12-31-24 [DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL | CITY APPROVAL | [RVWD BY: ———__ CUP2023-0001 939-4M Expiration Date: \ \ \ ~'Y ,3 /\J,~~ \ . 11.6 TREE REMOVAL SCHEDULE SYM. COMMON NAME DBH SYM. COMMON NAME DBH 1 W.SYCAMORE 19 W. SYCAMORE 2 W. SYCAMORE 20 W. SYCAMORE 3 W. SYCAMORE 21 W. SYCAMORE 4 W. SYCAMORE 22 W.SYCAMORE 5 W. SYCAMORE 23 W. SYCAMORE 6 W. SYCAMORE 24 W. SYCAMORE 7 W. SYCAMORE 25 W. SYCAMORE 8 W. SYCAMORE 26 W. SYCAMORE 9 W.SYCAMORE 27 PALM 10 W. SYCAMORE 28 PALM 11 W. SYCAMORE 29 PALM 12 W.SYCAMORE 30 PALM 13 W. SYCAMORE 31 W. SYCAMORE 14 W. SYCAMORE 32 W. SYCAMORE 15 W. SYCAMORE 33 W. SYCAMORE 16 W.SYCAMORE 34 PALM 17 W.SYCAMORE 35 PALM 18 W. SYCAMORE 36 PALM I I DEMOLITION LEGEND @ CART PATH -REMOVE ® BUNKER -REMOVE © DRIVING RANGE NET -REMOVE + ~--+ + + . ·-.._-7 I I ' .\ \ I I ·, \ INSTALLATION NOTES II] TEE -CREATE NEW ~ [!I CART PATH-INSTALL [[] [!] BUNKER -CREATE NEW III ~ GREEN -CREATE NEW DETAILED PLANTING LEGEND (DRIVING RANGE) SYM / DESCRIPTION I+~+~+ d GREENS ~TEES 1111111111 FAIRWAYS LATIN NAME GROUND COVER AGROSTIS STOLONIFERA CYNODON DACTYLON x C. TRANSVAALENSIS GERMPLASMA COMMON NAME CREEPING BENTGRASS TIFWAY 419 HBD. BERMUDA CYNODON DACTYLON X C. TRANSVAALENSIS TIFWAY 419 HBD. BERMUDA CYNODON DACTYLON X C. TRANSVAALENSIS TIFWAY 419 HBO. BERMUDA SIZE SEED SPRIGS SPRIGS SPRIGS ', \ ; 1. I' C I 11¼++++1tit1tn FAIRWAY -BUILD/EXPAND ROUGH -INSTALL DRIVING RANGE NET -NEW (BY OTHERS) QTY. 39,098 S.F. 47,665 S.F. 222,887 S.F. 212,480 S.F. COMMENT SEE SPEC'S, 'SECTION 7, GRASSING 1 SEE SPEC'S, SECTION 7, GRASSING SEE SPEC'S, SECTION 7, GRASSING SEE SPEC'S, 'SECTION 7, GRASSING \ I 7 j I I I \ I I 0 \., ( I ', I i, 1 . 40 80 FT t8 • l~,,r 1,\,...-,:l;i-••%-:::;~J NORTH SCALE: 1" = 40 FT. \ i J \ I --- - - I I ' I I \ ' 7 . )•~ tttf1 ?1,< , .... .__,.._Z.s,:- INDEX MAP SCALE: 1" = 1000' PLANTING LEGEND ™TEES 111111111111 FAIRWAYS GREENS ROUGH 0000 ORNAMENTAL (SEE LEGEND SHT. 20) II llll 11111111111111111 BUNKERS I: I: I:,: I: I: I CART PATHS TO BE REMOVED/ DEMO PLATANUS RACEMOSA ) TREE TO BE REMOVED (SEE SCHEDULE) PLAN LEGEND - • • -PROPERTY LINES _i__i__ GRADING DAYLIGHT LINE --if---PROPOSED 60' NET WITH WOODEN POLES ---,-,---60' NET WITH WOODEN POLES TO BE REMOVED -0----0-------1 DO-YEAR INUNDATION LIMITS (EXISTING) -o---o--100-YEAR INUNDATION LIMITS (PROPOSED) ~ • -POND/CHANNEL LIMIT LINE NOTE: PROPOSED GRADING SHOWN IN 1 FT. CONTOUR INTERVALS APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT11 PS PROJ. NO. 210613 JULY 11, 2023 11 PLANNING SYSTEMS t □mll LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA/13900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-574 4 • info@planningsystems.net RCE ___ _ EXP. ____ _ DATE REVIEWED BY, INSPECTOR DATE 1-------4---+-- 1 -----------+--+--+---1-----1 [ SH2E1ET 11 CITY OF CARLSBAD . PLANNING DIVISION Hanse Golf Course Design 1-----+-----t-----------------+---+-----t-----t----1 ;:;LAN=;:;D:::::S:::::C;::AP,.;;;E:::::;:IM:;P::::R::::O::;:VE;::;:::M:;::EN::::T;:::::;P::::LAN=;:;:;::S =F:::::O::::R=: =====~ Malvern, PA ........... 7-11-23 ... OJFCl>,l; Expiration Date: 12-31-24 OMNI LA COSTA DRIVING RANGE EXPANSION PLANTING PLANS (DRIVING RANGE) DATE INITIAL I APPROVEO:,a _/~ 1-----+----+---------------+----+----1--+--; ~ l!:t.~ e && 12.2 1-----+-----t-----------------+---+----1-----t----1 PLANNING ::;o==w==N::::::;;B=Y=: ===::;-;:===P=R=o=JE=c=T=N=o=. =::::::;;=D=R=A=W=IN=G=N~O. CHKO BY: --LPC2023-0010 539-4M RVWO BY: CUP2023-0001 DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL 5 \ - I I \ ' \I I I ' ' I ------ ---- DEMOLITION LEGEND @ CART PATH -REMOVE @ BUNKER -REMOVE © DRIVING RANGE NET -REMOVE INSTALLATION NOTES m TEE -CREATE NEW 00 CART PATH -INSTALL rn BUNKER -CREATE NEW @] GREEN -CREATE NEW I]] FAIRWAY-BUILD/EXPAND ~ ROUGH -INSTALL III DRIVI NG RANGE NET -NEW (BY OTHERS} - - · ·- - ----------- ------" Hanse Golf Course Design Malvern, PA 7-11 -23 ~ ho ~ 0.1'00, Expiration Date: 12-31-24 NORTH SCALE: 1" = 40 FT. PS PROJ. NO. 210613 ------------------------ INDEX MAP SCALE: 1" = 1000' PLANTING LEGEND mTEES 111111111111 FAIRWAYS GREENS ROUGH em ORNAMENTAL (SEE LEGEND SHT. 20) II llll 11111111111111111 BUNKERS f' > . '"""'.<''':·"J",;TJ·-----1 • TO BE REMOVED/ DEMO 0 # PLATANUS RACEMOSA I ) TREE TO BE REMOVED (SEE SCHEDULE} ~/ PLAN LEGEND - • • -PROPERTY LINES _L_.i__ GRADING DAYLIGHT LINE --;;---PROPOSED 60' NET WITH WOODEN POLES -~--60' NET WITH WOODEN POLES TO BE REMOVED -0----0--100-YEAR INUNDATION LIMITS (EXISTING} -o---o--100-YEAR INUNDATION LIMITS (PROPOSED} - • -POND/CHANNEL LIMIT LINE NOTE: PROPOSED GRADING SHOWN IN 1 FT. CONTOUR INTERVALS July 11 , 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA,f3900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT11 RCE ___ _ EXP. ____ _ DATE REVIEWED BY, 1530 FARADAY AVENUE. SUITE 100, CARL'3BAD, CA 92008 (780) 931-0780 * FAX (760) 931-5744 * info@planningsystems.nel INSPECTOR DATE t------t----t-/-l\ ----------t---t-----t------r-------i I SH2E2ET 11 CITY OF CARLS BAD I . PLANNING DIVI SION . ~L=A=N:::D=s=c=-A.':::P:::E=I::M:::P::::R::O::::VE===M:::E::N:::T=P:::LAN;:::::::::S:::::::;F::::O:::::R:=· ======::::: OMNI LA COSTA DRIVING RANGE EXPANSION PLANTING PLANS !DRIVING RANGE) I APPROVED: /'2 :-1r ~ I 1---+--+---------------t----+---1f---+---1 ~ (1:/_ v_ ~ ei/11,, /2 ~ PLANNING V 1---+---+----------------t-----11----+-----t-----1 DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK RE VISION DESCRI PTION O1HER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M ----------,. PLANTING LEGEND (PARKING LOTS) SYM. LATIN NAME R"'-'S.. TREES- ti 0 PLATANUS RACEMOSA ARBUTUS 'MARINA' ERYTHRINA X SYKES II SYAGRUS ROMANZOFFIANUM JACARANDA MIMOSIFOLIA TALL SHRUBS/ SHRUBS- CHAMAEROPS HUMULIS STRELITZIA NICOLAI LIGUSTRUM J. 'TEXANUM Ql) STRELITZIA REGINAE GROUND COVER - 0 1·.·.·.·.j @:=:=:-:=:=:=:j ACACIA R. 'LOWBOY' AGAPANTHUS AFRICANUS HEMEROCALLIS 'STELLA D'ORO' LANTANA MONTEVIDENSIS LANTANA 'NEW GOLD ' LANTANA 'HOT BLOODED RED' CAREX PRAEGRACILLIS FESTUCA RUBRA 'MOLATE' COMMON NAME SIZE QTY. WESTERN SYCAMORE 24" BOX {MIN.) 8 MARINA STRAWBERRY TREE 24" BOX (MIN.) 15 MARINA STRAWBERRY TREE 24" BOX (MIN.) 10 QUEEN PALM 36" BOX (MIN.) 1 JACARANDA 24" BOX (MIN.) 4 MEDITERRANEAN FAN PALM 24" BOX (MIN.) 15 GIANT BIRD OF PARADISE 15 GAL 12 TEXAS PRIVET 5 GAL 242 BIRD OF PARADISE 5 GAL 129 LOW BOY PROSTRATE ACACIA LILY OF THE NILE YELLOW DAYLIL Y TRAILING LANTANA NEW GOLD LANTANA HOT BLOODED RED LANTANA WESTERN MEADOW SEDGE MOLATE RED FESCUE 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL PLUGS 69 588 588 195 195 195 2,300 3,600 COMMENT CENTRAL LEADER REQ'D 7 FT. TALL (MIN) WUCOLS IV WATER USE CATEGORIES M (MODERATE) L (LOW) 1-TRUNK, LOW BRANCHING L (LOW) 4', 8' 12' BRN TRK (MIN) M (MODERATE) CENTRAL LEADER REQ'D M (MODERATE) 3 OR 4 TRUNK ONLY L (LOW) SPACE AS SHOWN M (MODERATE) 5' OC M (MODERATE) 5' OC (ROWS 3 FT. APART) M (MODERATE) 8'0C 2' O.C., {4,700 S.F.) MIX IN ROWS RANDOMLY 3' 0 C. (4,500 S.F.) MIX IN ROWS RANDOMLY, MATCH EXISTING SPECIES 14" O.C. (3,100 S.F.) 14" O.C. (4,900 S.F.) VL (VERY LOW) M (MODERATE) M (MODERATE) L (LOW) VL (VERY LOW) L (LOW) I NONE I FESTUCA 'MARATHON 1' COOL SEASON TURF PLUGS SOD AS NEEDED TURF REPAIRS M (MODERATE) M (MODERATE)' H (HIGH) • NOTE: FESTUCA RU BRA 'MOLA TE' NOT LISTED BY WUCOLS TREE REMOVAL SCHEDULE SYM. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 COMMON NAME LEMON BOTTLEBRUSH LEMON BOTTLEBRUSH LEMON BOTTLEBRUSH CAJEPUT TREE CAJEPUT TREE LEMON BOTTLEBRUSH CAJEPUT TREE BRAZILIAN PEPPER LEMON BOTTLEBRUSH LEMON BOTTLEBRUSH SILKY OAK CANARY ISLAND PINE CANARY ISLAND DATE PALM CANARY ISLAND PINE DBH SYM. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 COMMON N AME DBH us ------EUCALYPT CANARY IS CANARY IS EUCALYPT EUCALYPT EUCALYPT EUCALYPT EUCALYPT EUCALYPT EUCALYPT EUCALYPT EUCALYPT EUCALYPT EUCALYPT LAND PINE ------ LAND PINE ------ us ----- us ------ us ------ us ---- us ------ us ---us ------ us ------ us ------ us ------ us ------ i\tlSCM.r ~ ~&G-B~~ I ,,,_,:, {. ~,b, £, "" ~ ,, .. ;-;. )~II ...... u .... 7-11-23 ... ~ 01>00, Explrotlon Date: 12-31-24 ------ 0 40 80 FT ------------·----- INDEX MAP SCALE: 1" = 1000' LANDSCAPE CURB/ EDGING LEGEND MOW CURB -SEE DETAIL SHEET 24 LANDSCAPE EDGING -LOCATE PER PLAN CALLOUTS, INSTALL 1" X 6" X 20' BENDA BOARD REDWOOD W/ STAKES PER MANUFACTURER'S DIRECTIONS, OR EQUAL. PLAN LEGEND - • • -PROPERTY LINES _L_..:/:.._ GRADING DAYLIGHT LINE ----PROPOSED 60' NET WITH WOODEN POLES -~--60' NET WITH WOODEN POLES TO BE REMOVED -0------0----100-YEAR INUNDATION LIMITS (EXISTING) -o--o--100-YEAR INUNDATION LIMITS (PROPOSED) - • -POND/CHANNEL LIMIT LINE NOTE: PROPOSED GRADING SHOWN IN 1 FT. CONTOUR INTERVALS APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT11 EB l1:r'l I PS PROJ. NO. 210613 July 11, 2023 II tt:Jlr:::il[ LAND USE / COASTAL PLANNING RCE EXP. DATE PLANNING LANDSCAPE ARCHITECTURE-LAri':.J900 . • :· \: SYSTEMS POLICY AND PROCESSING ENVIRONMENTAL MITIGATION REVIEWED BY, NORTH SCALE: 1" = 40 FT. 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • info@planningsystems.net INSPECTOR DATE /1\ I s~~T 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION PLANTING PLANS (PARKING LOTS) I APPROVE~ 4~«· 9r,,,, /z.._, PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: LPC2023-0010 539-4M DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP2023-0001 I I SHRUB PLANTING -TURF/ PLANTER NOTTO SCALE GROUND COVER & COLOR PLANTING NOTTO SCALE SOD-~ EXPOSED SOIL WHEN IN TURF EXISTING TURF N ~ II 3" DEEP MULCH PER PLANTING NOTES (AVAIL. FROM EL CORAZON, OCEANSIDE, MOISTEN AFTER PLACEMENT BERM TO 3" TALL ON SLOPES NO BERM ON FLAT SITES FERTILIZER TABLET PER NOTES, PLACE IN SOIL AT 1/3 OF PIT DEPTH ~+tt---PLANTING PIT-SHALL BE TWICE AS WIDE AND AS DEEP AS ROOTBALL. SEE NOTE #9 FOR BACKFILL MIX <L.L,~~=~"J----ONLY FOR SHRUBS FAILING DRAINAGE TEST: DIG PIT 12" DEEPER THAN ROOT BALL AND BACKFILL WITH AMENDED SOIL. NOTIFY L.A. OF HOLES NOT DRAINING PRIOR TO DIGGING A DEEPER PIT. GROUNDCOVER TO BE PLANTED FROM FLATS, CUTTINGS, LINERS, 4" POTS OR 1 GAL CONTAINERS PER PLAN. PREPARED SOIL-SEE NOTES #9, AND#10. MULCH GROUND COVER 2" DEEP PER PLANTING NOTE# 15. REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS - ---- ---= = = = 11111 11111 SQ.FT. PLANTS WILL COVER 64 PLANTS 100 PLANTS ~ " 0 " A~7M13 S~AclNc' " " €> 00'3€> (/)!=., 0 ., 0 @ © '3 " " © " w m 4" 7 SQ. FT 11 SQ. FT 6" 16 25 8" 28 44 10" 45 70 12" 64 100 15" 100 156 18" 144 225 24" 256 400 SQUARE TRIANGULAR ® SHRUB PLANTING-SLOPE NOTTO SCALE E--------- sLoPE 1:1 MAX. AT REAR OF PIT, COVERED W/ EROSION CONTROL FABRIC B TREE PLANTING -TURF/ PLANTER NOTTO SCALE DURING ESTABLISHMENT f½ ~ () 3" DEEP MULCH PER PLANTING NOTES (AVAIL. FROM EL CORAZON, OCEANSIDE, MOISTEN AFTER PLACEMENT BERM TO 3" TALL ON SLOPES NO BERM ON FLAT SITES <'>.~~ 11 1 SLOPE 1 :1 MAX. AT FRONT OF PIT, COVERED W/ EROSION CONTROL FABRIC DURING ESTABLISHMENT N ~ FERTILIZER TABLET PER NOTES, PLACE IN SOIL AT 1/3 OF PIT DEPTH PLANTING PIT-SHALL BE TWICE AS WIDE AND AS DEEP AS ROOTBALL. SEE NOTE #9 FOR BACKFILL MIX ONLY FOR SHRUBS FAILING DRAINAGE TEST: DIG PIT 12" DEEPER THAN ROOT BALL AND BACKFILL WITH AMENDED SOIL. NOTIFY L.A. OF HOLES NOT DRAINING PRIOR TO DIGGING 6" X 6" CONCRETE MOW CURB NOTTO SCALE SHRUB PLANTING AREA CONCRETE MOW CURB #3 REBAR CONT. 1/2" RADIUS LAWN PLANTING AREA NOTES: 1) INSTALL CONTINUOUS NO. 3 REBAR 2) INSTALL CURB W/ CURB MACHINE 3) CONCRETE SHALL BE 3000 PSI 4) COLOR SHALL BE NATURAL GRAY 5) HAND TOOL CONTROL JOINTS AT 4' O.C. 6) TROWEL RADIUS AND BRUSH FINISH 7) INSTALL EXPANSION JOINTS@ 20' O.C. SOD EXPOSED SOIL WHEN IN TURF EXISTING TURF z 2 ta+----'=""/ I tar-11-~=:;:> TREE STAKE TREE %--PREVAILING WIND 2" DIA BY 10 FT. PINE LODGE POLE STAKE, CINCH-TIE W/ GALV. NAIL (BY VIT); USE 4 PER TREE. (DO NOT STAKE PALMS) MULCH PER PLANTING NOTES, 3" DEEP MIN. COVER. MOISTEN AFTER PLACEMENT MULCH TREES OR TURF IN 4 FT. DIA. CIRCLE 3" DEEP WATERING BASIN IN PLANTER. NO BASIN ON TURF. lil1l11il11'!1/l\41'!!!'!!!'/W/1'~, FERTILIZER TABLET PER NOTES, PLACE IN SOIL AT 1/3 OF PIT DEPTH = . II z "=="-'-': 2 I N PLANT PIT ui:----AMENDED SOIL BACKFILL PER NOTES - &:+i------ONLY FOR TREES FAILING 24-HR. DRAIN TEST: 4" DIA PERFORATED PVC PIPE W/ FILTER FABRIC & CAP INSTALLED IN 6" DIA HOLE. SURROUND W/ 3/8" CRUSHED GRAVEL DEPTH: 2 FT. BELOW ROOT BALL MIN. PLANT PIT-2xWIDTH, & EQUAL DEPTH OF ORIGINAL ROOT BALL NOTE: STAKE ALL 15 GAL 24" & 36" BOX TREES TREE PLANTING -SLOPE NOTTO SCALE 1 :1 MAX. SLOPE@ REAR & FRONT OF TREE PIT, COVER W/ EROSION CONTROL FABRIC DURING ESTABLISHMENT TREE STAKE STAKE ALL 15 GAL, 24", & 36" BOX TREES %--PREVAILING WIND 2" DIA BY 10 FT. PINE LODGE POLE STAKE, CINCH-TIE W/ GALV. NAIL (BY VIT); USE 4 PER TREE. (DO NOT STAKE PALMS) MULCH PER PLANTING NOTES, 3" DEEP MIN. COVER. MOISTEN AFTER PLACEMENT MULCH TREES OR TURF IN 4 FT. DIA. CIRCLE 4" WATERING BASIN ON SLOPE. NO BASIN REQ'D ON TURF. _ FERTILIZER TABLET PER NOTES, PLACE IN SOIL AT 1/3 OF PIT DEPTH rn 111111 AMENDED SOIL BACKFILL PER NOTES • =Ill ~~-PLANT PIT-2x WIDTH, & EQUAL z =111 DEPTH OF ORIGINAL ROOT BALL 2 111111111 • 1 ONLY FOR TREES ON SLOPES(> 3:1 SLOPE): ~ • 1111-2 BUBBLERS PER TREE, IN 4" PERFORATED _ - I PVC PIPE FILLED W/ 3/8" CRUSHED GRAVEL I_ PLANT PIT 1-. ,____ ONLY FOR TREES FAILING 24-HR. DRAIN TEST: I .. 4" DIA PERFORATED PVC PIPE W/ FILTER PLANT PIT-2x WIDTH, & EQUAL\ FABRIC & CAP INSTALLED IN 6" DIA HOLE. DEPTH OF ORIGINAL ROOT BALL SURROUND W/ 3/8" CRUSHED GRAVEL DEPTH: 2 FT. BELOW ROOT BALL MIN. @___:T--=U:...=B:....:U:....:L:::...A..:;_R..:.....::;_S_;__T=E=E=L-'--F_:::Ec:...N:....:Cc..=E=-------------------~------------~N~OT~T~O~S=C~AL=E . 38" CLR. MIN. ' POST CAP ,, , 4" "O.C. TYP. I' I' , r-----r-----r-----r-----r-----I"--- b ' "" -'L-=1 I 1-=111-I l:_;:I I - c----- ---- c-----r----- / TUBULAR STEEL FENCE PANEL -5/8" VERTICAL P ICKETS AT 4" O.C. r-----~ V v / HEAVY DUTY HINGES, 3 REQUIRED ELF CLOSING TYPE. NON-S 36"WID 1-1/2" T. E T.S. GATE, POST, RAIL DIM'S S., PICKETS 5/8" @4" O.C. LEVER TYPE GRAVITY LATCH W/ 4-NU MBER COMBINATION LOCK -2"SQT .S. POST@GATE, AND AT CHAN GE OF DIRECTION ~ONCRETE FOOTING PER STRUCTURAL ENGINEER NOTE: ALL STEEL AND EXTERIOR GRADE HARDWARE TO MATCH FENCE & RECIEVE (2) COATS ZINC RICH PRIMER, PLUS (2) SEMI-GLOSS ENAMEL BLACK PAINT. 1-1/2" X 1-1/2" T.S. TOP RAIL tt---1-1/2" SQ. TS. POST@ 8'-0" O.C. MAX. i.fl----5/8" T.S. VERT. PICKET @ 4" O.C. CENTER BETWEEN RAILS. _,,.--1-1/2" X 1-1/2" T.S. BOTTOM RAIL. m- • : 11=-FINISHED GRADE . :: .. ~ i.• .• CONCRETE FOOTING PER STRUCTURAL ENGINEER PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, CONTACT GOLF COURSE DESIGNER (G.C.D.) OR LANDSCAPE ARCHITECT (LA), TO APPROVE ALL LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEAL TH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE G.C.D. OR P 3. L.A. IF SUBSTANDARD IN SIZE, QUALITY, OR HEALTH. 4. PLANT COUNTS ARE PROVIDED FOR CONVENIENCE. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. 5. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREA SOIL SHALL BE PROPERLY MOIST PRIOR TO PLANTING. 6. CONTRACTOR SHALL MAINTAIN A MIN. 2% DRAINAGE AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. FINISH GRADES SHALL BE SMOOTHED TO ELIMINATE STANDING WATER: PROPER DRAINAGE MUST BE MAINTAINED DURING ENTIRE CONSTRUCTION PROCESS. 7. CONTRACTOR SHALL COMPLETELY CONTAIN ALL EROSION USING STRAW WATTLE, SILT FENCING OR OTHER MATERIALS AS NECESSARY. 8. PRIOR TO PLANTING CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS, THEN HE SHALL RAKE AND FINE GRADE ALL PLANTING AREAS. 9. FOR BID PURPOSES, THE STANDARD SOIL AMENDMENT FOR TURF, GROUND COVER & SHRUB PLANTING AREAS TO BE CULTIVATED INTO THE TOP 6" OF SOIL PER 1000 S.F.: 4 CU. YDS. "HUMIC COMPOST" (FROM EL CORAZON, OCEANSIDE), 20 LBS. AGRICULTURAL GYPSUM; 10 LBS. of COMPLETE FERTILIZER WITH MICRONUTRIENTS. 10. FOR BID PURPOSES THE BACKFILL MIX FOR TREES AND FOR SHRUBS 5 GALLONS AND LARGER PER 1 CU. YD OF NATIVE SITE SOIL SHALL BE: 20% "HUMIC COMPOST (EL CORAZON, OCEANSIDE, CA); 12 LB. AGRICULTURAL GYPSUM; 2 LBS. 12-12-12 FERTILIZER: 11. Per MWELO: FOR ALL LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGAINC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 12. Per MWELO: PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 13. Per MWELO: THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MTERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 14. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 21 GRAM BEST TABS 20-10-5 AT THE FOLLOWING RATE: 1 GAL= 1 TABS, 3 GAL=2 TABS, 5 GAL= 3 TABS, 15 GAL=5 TABS, 24" BOX=8 TABS, 36" BOX=10 TABS; 15. GROUND COVER SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 7 GRAM BEST TABS 20-10-5. ONE PER PLANT 16. ANNUAL COLOR BED PREPARATION FOR SPRING/ SUMMER: TILL 4" DEEP INTO SOIL, 14-14-14 @2LB/1000 S.F., 5-3-1 GROW POWER PLUS @50 LB/1000 S.F., AND SUBDUE GRANULAR@ 6-30 OZ/ 1000 SF. 17. ANNUAL COLOR BED PREPARATION FOR FALL/WINTER: TILL 4" DEEP INTO SOIL, 6-6-24@ 10 LB/1000 S.F., 5-3-1 GROW POWER PLUS@50 LB/1000 S.F., AND SUBDUE GRANULAR@ 6-30 OZ/ 1000 SF. 18. TREES, SHRUBS, AND GROUND COVER IN PLANTERS (EXCEPTING BARRANCA AREAS), SHALL BE TOP DRESSED WITH MULCH: TREES 3" DEEP, SHRUBS 3" DEEP, AND GROUND COVER 2" DEEP. ALL MULCH USED IS AVAILABLE FROM EL CORAZON, OCEAN SIDE, UNLESS DIRECTED OTHERWISE BY LA PROVIDE SAMPLE FOR APPROVAL TO CITY INSPECTOR PRIOR TO DELIVERY TO SITE. MULCH FOR ORNAMENTALS SHALL BE "AG-GRIND MULCH"; MULCH IS NOT REQUIRED FOR SLOPES PLANTINGS. 19. DOUBLE STAKE 15 GALLON, 24" AON 36" BOX TREES (EXCEPT PALMS). NO STAKES ARE REQUIRED FOR 48" AND 60" BOX TREES. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF WARRANTY PERIOD. 20. VERIFY TREE PIT DRAINAGE WITH 24-HR. WATER FILL TEST PRIOR PLANTING. ONCE PIT IS DUG, WATER 6" DEEP SHALL BE INTRODUCED INTO PIT. PIT MUST DRAIN ENTIRELY IN 24 HOURS. ALL TREES NOT DRAINING SHALL BE INSTALLED WITH 4" PERFORATED PVC PIPE TO ASSIST DRAINAGE THROUGH HARDPAN OR COMPACTED EARTH, INSTALLED PER TREE PLANTING DETAIL. PIT MUST DRAIN W/IN 24 HOURS OR A NEW HOLE MUST BE EXCAVATED AND ALSO TESTED FOR ADEQUATE DRAINAGE. CONTACT L.A. FOR ADDITIONAL DIRECTION FOR PITS NOT DRAINING. L.A. MAY WAIVE TREE PIT DRAINAGE REQUIREMENT BASED ON SOIL TEST RESULTS. 21. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS. 22. SHRUBS AND TREES SHALL BE UNDERPLANTED WITH GROUNDCOVER AS SHOWN BY ADJACENT PLAN SYMBOL. 23. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS PER GROUND COVER DETAIL. 24. POST-PLANTING FERTILIZING WITH 9-9-9 SHALL BE BE PERFORMED BY CONTRACTOR AT 30 AND 90 DAYS AFTER PLANTING. 25. CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR NINETY (90) DAYS AFTER ACCEPTANCE OF INSTALLATION. ALL WORK SHALL BE KEPT CLEAN, WATERED AND WEED-FREE. ALL PLANTS DEEMED DEAD OR DYING BY THE LA MUST BE REPLACED BY THE INSTALLATION CONTRACTOR DURING MAINTENANCE PERIOD AT INSTALLATION CONTRACTORS EXPENSE. 26. LANDSCAPE CONTRACTOR SHALL WARRANTY ALL PLANTS INSTALLED AS FOLLOWS: TREES FOR 1 YEAR, SHRUBS FOR 1 YEAR, GROUND COVER FOR 1 YEAR, AND COLOR FOR 90 DAYS. 27. CONTRACTOR SHALL INFORM L.A. PRIOR TO INITIATING WORK. INSPECTIONS FOR PROJECT ARE AS FOLLOWS: WHEN PLANTS ARE SPOTTED, AT COMPLETION OF INSTALLATION, AT 90 DAYS AFTER INSTALLATION IS ACCEPTED AS COMPLETE, AND AT 1 YEAR FROM ACCEPTANCE. 28. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a) ORGANIC MATTER CONTENT; b) N, P, K; c) pH d) EC; e) SOIL TEXTURE (SILT, CLAY, SAND); f) RECOMMENDATIONS FOR AMENDMENT, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 29. VINES SHALL BE SECURED TO ADJACENT FENCES, POSTS, WALLS, OR OTHER STRUCTURES USING VINE TIES. 30. ALL EROSION CONTROL MATTING WILL BE STRAW MATTING. JUTE MATTING WILL NOT BE ALLOWED. 31. TREES WITH THE MAIN LEADER REMOVED SHALL BE REPLACED WITH APPROVED TREES. 32. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY PER LANDSCAPE MANUAL REQUIREMENTS 33. TREES PLANTED WITHIN 5 FEET OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY. PS PROJ. NO. 210613 July 11, 2023 LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA#3800 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 ,. FAX (760) 931-5744 ,. info@planningsystems.net Expiratlon Date: 12-.:51-24 EROSION CONTROL/ MWELO NOTES: 1. Slopes 6:1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a. Standard #I -Cover Crop/ and Erosion Control Matting: Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate sufficient to provide 90% coverage within thirty (30) days. The type of erosion control matting shall be as approved by the city and affixed to the slope as recommended by the manufacturer. On slopes 3 feet or less in vertical height where adjacent to public walks or streets: When planting occurs between August 15 and April 15, erosion control matting shall be required. During the remainder of the year, the cover crop and/or erosion control matting may be used. b. Standard #2 -Ground Cover One hundred (100%) percent of the area shall be planted with a groundcover known lo have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year.) c. Standard #3 -Low Shrubs Low spreading woody shrubs (planted from a minimum of !-gallon containers) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). d. Standard #4 -Trees and/or Large Shrubs Trees and/or large shrubs (planted from a minimum of! -gallon containers) shall be installed at a minimum rate of one (I) plant per two hundred (200) square feet. Slopes -6: 1 or steeper and: a. 3 feet or less in vertical height and adjacent to public walks or streets require at a minimum Standard #1 (cover crop or erosion control matting). b. 3 feet to 8 feet in vertical height require Standard #1 ( erosion control matting shall be installed in lieu of cover crop), #2 and #3. c. In excess of 8 feet in vertical height require Standard #I (erosion control matting shall be installed in lieu of cover crop), #2, #3 and #4. Areas graded flatter than 6:1 require a cover crop per Standard #I with temporary irrigation when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the city. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. 2. All slope planting areas shall be planted to meet the slope revegetation standards of the landscape manual (as per note I above). Any slope areas newly graded, or slope areas lacking vegetation shall be filled in to meet the standards. 3. Per the new state :rvf\VELO: For landscape installations, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6% organic matter in the top 6 inches of soil are exempt from adding compost and tilling. 4. Per the new state M\VELO: Prior to planting of any materials, compacted soils shall be transformed to a friable condition. On engineered slopes, only amended planting holes need meet the requirement of this section. 5. Per the new state MWELO: The application of organic mulch materials made from recycled or post-consumer materials shall take precedence over inorganic materials unless recycled or post-consumer organic products are not locally available. 6. A minimum of of 3 inches of organic mulch shall be added in non-turf and non-hydrosseded planting areas with slopes less steep than 3: I to cover the soil surface completely. FIRE PROTECTION REQUIREMENTS C. Condition A -Manufactured Slopes Fuel modification zones for manufactured slopes abutting hazardous native vegetation (See Figure 5-A). ZONEA-1 • Zone A-1 shall be measured horizontally 20 feet outward from the outlying edge of any habitable structure(s) or inward from top of slope. • Planting within Zone A-I shall consist of ground cover or low growing shrubs species (less than three (3) feet in height) known to have fire resistive qualities. • No trees or shrubs (over three (3) feet in height at maturity) shall be allowed. • Irrigation shall be required and maintained. • All attachments to the structure shall be noncombnstible. • No solid fuel fire pits or outdoor fire places shall be permitted. ZONEA-2 • Zone A-2 Shall be measured horizontally 20 feet outward from the outlying edge of Zone A-1. • Planting within this zone shall consist ofJow water use plant species known to have slow burning, low fuel characteristics. • No trees shall be allowed. • Irrigation shall be required and maintained. • If Zone A-2 crosses over a fence line, a six (6) foot wide strip of modified landscaping shall be provided parallel to the fence line in order to provide access for firefighters. plants located within the six (6) foot access area shall not exceed a height of 18 inches at maturity. ZONEA-3 • Zone A-3 shall be measured outward from the outlying edge of Zone A-2. It shall include tl1e remainder of area between Zone A-2 and high risk fire areas. • The horizontal distance from the structure(s) to hazardous native vegetation shall not be Jess than 60 feet. • Planting within this zone shall consist of low water use or drought tolerant plant species known to have slow burning, low fuel characteristics. • Trees may be allowed at the discretion of the Fire Code Official provided that, at mahirity, a 20-foot spacing can be maintained between the tree canopies. • Irrigation shall be required and maintained. Fuel Modification Zones Zone A-1 Zone A-2 Zone A-3 Native Ve etation • 20 feet • 20 feet • Fire resistive plants • Slow burning/low • No trees or shrubs fuel plonts • Irrigoted • No trees • No solid fuel fire • Irrigated pits or fireplaces • Only noncombustible patio covers • 20 fe:et • Undisturbed native • Slow burning/low vegetation fuel plants • No irrigation • Tree canopies spaced 20 feet apart • Irrigated APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Existing vegetation shall be trimmed to 18 inches high within 6 feet of fence fuel modification zones for manmade slopes abutting native vegetation CONDITION A -MANUFACTURED SLOPES Figure 5-A City of C21rlsb<1d Landscape M,inu,il "AS BUILT" RCE ___ _ EXP _____ _ DATE REVIEWED BY, INSPECTOR DATE l-----+---+-------------+~--+---+---1---1 I SH2E4ET 11 CITY OF CARLSBAD _ PLANNING DIVISION ~LAN::;;D;:S;:C;:AP~E;:::::;IM::;P:;R;:;O::;VE;;:;M::;EN:;T~P~LAN~~S::::F~O:;R~::::::::=====~ OMNI LA COSTA GOLF COURSE RENOVATION PLANT NOTES & TYPICAL DETAILS PARKING LOTS) l----+---+-----~-----~-1---+--+---+----1 J APPROVE~,;;&;; £i;J; .. , 8Uw{L2 I _PLANNING . DATE INl11AL DATE INITIAL DA TE INlllAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M .. . ·. ·-- .. .. •• : · ... / TOPSOIL EDGE TO CREATE SMOOTH f TRANSITION FROM SOD 11".u.u. '"''WJi."""·"-··----:-:-:--:-----:. .. . .. . . .. . AREA TO BE SODDED WITH ., . ·. -' . • . . . -, , . . .. • ·,,,------, -~-. . .. ·.. . .•. l\--:_,f·· l\ \ t ,·, •, .. ' . NATIVE GRASS , '--· /7 ' ;- ,I I El'l.'TIRE BUNKER TO BE FINAL SHAPED BY HAND -~ ~ CLEAN SOD EDGE \VITII TAPERED TRANSmON ~~ TYPICAL DRAIN TRENCH WITH 4'' PERFORATED PIPE AND STONE AREA TO BE SODDED 4" SOLID OUTFLOW PIPE OUTSIDE BUNKER 0 TYPICAL BUNKER PLAN DETAIL BACKFILLED AND COMPACTED TO 1" ABOVE CURB HEIGHT I TOPSOIL Ill ~\/. •ill /•· ='I o "TOP EDGE AND 6" SLOPED CONCRETE CURB DEGREES '\'I/ITH ROUNDED CORNERS ,4 l> • ·-4" CONCRETE PAD FOR PATH Haose Golf Course Design Malvem,PA NOTTO SCALE __..---,-6" COMPACI'ED AGGREGATE BASE EXTE~DED 3" 1111 =-,1111 =rn Is 1111, llll=illi-lll1'§1UI.,..; Ill ~lllf§lllls 1111§ 1111 ~ UNDISTURBED EARTH • 0 TYPICAL MONOLITHIC FLASH CURB DETAIL CD TYPICAL SAND CHANNEL WITH PIPE DETAIL @ USGA GREEN DETAIL , Hause GolfCourse Design Malvern, PA NOTTO SCALE , Hanse GolfCourse Design Malvem,PA NOTTO SCALE Hause Golf Course Design Malvern, PA NOTTO SCALE I .. ,~j,, "_/' -;?' / TOPSOIL/ · "'\ )1 J.i. 2-3" SAND DEPTII "" • SODDED SURROUNDS ~ ·, 4-5" SAND DEP°!!t.. ) FINAL SlIAPE COMPLETED BY HAND = •..'. , . . .. ( &i""nCa,t\\li> - 1-: -••• ·.·-... •· ... ·-, ,'• ·.' ', .,,•"§.Lil\~-= ""b~. '-,-,F '-..___ COMPACTED SUBGRADE [ . ® TYPICAL BUNKER CROSS SECTION DETAIL FABRIC SILT FENCE FLOW ~ " ' ~-\\\='\\\= -IU;;:.II = "' -=: _ l 111=1'!\ TIPICAL DRAIN TRENCH WITH 4" PERFORA.TED PIPE AND STONE -~\\E1,C\ll.:;:-;n--L 1_ S.~= I 6" DEEP AND 4" \VIDE TRENCH BACKFILLED Jut=,:;:Ti~ffi11 36" POSTS DRIVEN MINIMUM 16" INTO AND COMPACTED WITII SOIL GROUND UNDISTURBED EARTH I-10' MAX. C. TO C. , I 18" MINIMUM IIEIGIIT OF FILTER ' .. -~-_..,_,. -~ ~-" Ill.. -;-~ •-• • -;; -,,.-. _. ' • / • .. ,. .,. ,. .. , '"' 6" MINIMUM . . ·;/, .. . ~ .. ; . ~ ... _:-.. ... .,, ~-D • D~ o/ o/ ® TYPICAL SILT FENCE DETAIL 0 TYPICAL SAND CHANNEL DETAIL 4" PERFORATED PIPE , Hanse Golf Course Design Malvem,PA NOTTO SCALE , Hanse Golf Course Design Malvern, PA NOTTO SCALE , Hanse Golf Course Design Malvern.PA NOTTO SCALE , FIN AL HANDSHAPED SOIL LA YER SODDED AREA \VITH HAND-TORN ~ ~ : Q • • • ~ •• q, 0 • • BUNKER EDGE -v~ •·.• ~1111-1@1 im~1111~11i11@1111 i111F=111,: 1 : ctli!J ~ QOMPACTED BUNKER SHAPE 6" \\TIDE STRIPS"W'ITH i"WIDE ill-~~ 1 ~Viii! Ifill : SOD STAPLF.s-4 PER STRIP SETBACK I j 1!::. [ li+l , dl//1/fif' ~ , is== iJllIT HAND-TAMPED SOIL LAYER BETWEEN I SOD PIECE . TilTll l;gJ\lll! lll\il=c A' ; I 11111 --= 8" HAND-DUG SHELP TO SUPPORT SOD STACKING 2" BUNKER SAND , Hansc GolfCourse Design Malvern, PA ® TYPICAL BUNKER REVETTING/SOD STACKING DETAIL BOUND HAY BALE FLOW--+~ UNDISTURBED EARTH -.,...,.,.,,-..--ln=g-!.'J l\\\;:,u -m-111~ = :;: J \11 11\CI\\ :::1 11\ ii.JI::: 4" TRENCH AT WIDTH OF HAY BALE RE-BAR, STEEL PICKET OR VolOODEN BEDDING STAKE ANGLE FIRST STAKE TOWARDS PREVIOUSLY LAID BALE FLOW ,,cg __ 4"TRENCHATWIDTHOFHAYBALEC~~ ~~-....,_...., "~-\__'BOUNDHAYBALESPLACEDINTRENCH """""'--°"'-.;;,"':.-- 0 TYPICAL HAY BALE DIKE DETAIL 2 RE-BARS, STEEL PICKETS OR 2"X2" STAKES l'LACEO 1 i/2' TO 2' JN GROUND, DRIVE STAKES FWSH ½~TH TOP OFT ABLE NOTTO SCALE , Hanse Golf Course Design Malvern, PA NOTTO SCALE APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11AS BUILT11 RCE ___ _ EXP _____ _ DATE REVIEWED BY, INSPECTOR DATE ® TEE DETAIL Hanse Golf Course Design Malvern, PA 1--+---+-------------+----t--+----t----t I SH2E5ET 11 CITY OF CARLS BAD I '.===:::'.':· ======P:=L:::AN:::N:::l:::N:::G:::D:::IV=l:::Sl::':0:::N=====:'.· LANDSCAPE IMPROVEMENT PLANS FOR: PS PROJ. NO. 210613 II PLANNING SYSTEMS July 11, 2023 J./IND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA#3900 POLICY AND PROCESSING ENVIRONMENTAL MlT!GATION 1530 FARADAY AVENUE, SUTTE 100, CAHlSBAD, CA 92008 (760) 931-0780 • FAX (760) 931-5744 • info®planntngsystems.net NOTTO SCALE OMNI LA COSTA DRIVING RANGE EXPANSION TYPICAL DETAILS (DRIVING RANGE) ~ .,_'l\llSCM~ ~· G.£i,~,lo ;U, I'd'_ '6,~ ,;/ ,r,:_r;,,. 12~•;:;4 ]~"I) ....... , .. 1o 7-11 23 ~ "" ~ DWN BY: PROJECT NO. DRAWING NO. Hanse 'GolfCourse Design ,~orNi.t~ DATE INlTlAL DATE INITIAL DATE INITIAL CHKD BY:___ LPC2023-0010 539-4M REVISION DESCR IPTION RVWD BY CUP2023 0001 ,Malvern, PA L _____ ...:'::'.'!::'1"'!'::=1,:_,:;o'~'=-"~12::C,~'='~•=.J~o~E:sr~G2NE~R~o:F_w:o~R~K1_ __ -,-_...= __ :___:______:...=::_: ___ ___: ______ _j~o~T~H:ER:....'.A:P:P:Ro~v~A~L_J__'.:c~1T~Y-A:P:P:R~o~v~A~LJ_=::::::::::::::::::':::::::=.=:======-====:..::::::=::::::::::::::::::J [ . i ---- - ---- - - SECTION-ONE: GENERAL REQUIREMENTS 1-01 Site Location and Scope of Work The job site refers to the property of Omni Golf Resort -La Costa -Champions Golf Course, Carlsbad, Ca. The Work to be provided includes construction and maintenance of erosion control and storm-water management measures; earthworks; "topsoil" replacement/"sand-capping": Supply of water truck(s) for moisture amending; golf course feature construction; architectural cut and fill operations; golf proper drainage; golf feature drainage; finish grading; seedbed preparation; grassing; construction of unlimited golf course features; service path prep and installation; haul road removal and grassing of golf course. The Contractor shall supply all the Materials and "Tools of the Trade". Sub-contracting of the Designated Shaping Contractor, in these specs, to be supplied by the Contractor for the 18-hole Champions course only. All Designated Shaping Contractor and Architecture Team Equipment to be supplied by the Contractor. Irrigation to be ongoing and bid as a separate contract. The Specifications and applicable drawings ("Plans") are intended to cover all the work to be done, and unless expressly excluded, any and all labor and materials not indicated therein, but which may be necessary to complete any part of the work in a proper, substantial and workmanlike manner are to be furnished by the Contractor. Any intended omissions or exceptions to the requirements of these Specifications must be stated in writing in the proposal. Otherwise, it shall be understood that all work is included. 1-02 Definitions Wherever these words occur in these Specifications, they sha1l have the following meanings: A. "As directed" or "Ordered" Instructions from the Designer. B. "By Others" Work done previously or subsequently to subject work by Owner or by a contractor other than the Contractor executing the work in a particular section of these Specifications, shall be clearly noted. C. 11Contract Documentsn The plans, drawings, sketches and data sheets attached thereto or referenced therein, Construction Specifications, supplements, and addenda, if any, together with the general tem1S and conditions of the contract. D. '1Contractor11 11Contractor" shall refer to any party which has the responsibility for performing the Work described in the applicable section of these Specifications E."Designer11 or "Architect" or "HGCDI" "Designer/Architect" shall refer to Hause Golf Course Design, Inc., 9 Tiburon Lane, Malvern, Pennsylvania 19355, or any authorized representative of this organization monitoring the work at the time of construction. F.11Golf Course Superintendent"/ "Owner's Representative" Clint Gulick -Project Manager, Owner David Smallwood -Omni La Costa Champions Golf Course Superintendent G. !!Indicated" Where this word appears in the Specifications, it shall signify tflat the item or items referred to be indicated on the drawings. H. "Irrigation Contractor'' The Contractor shall be required to supply a price associated with the new irrigation system. Contractor may use Owner and Designer approved alternate to the recommended Irrigation Contractor of choice. All Irrigation works to be approved by the Irrigation Consultant as part of a separate bid package and process. I. "Irrigation Designer" All irrigation specifications and question shall be directed to the Irrigation Designer. J. "Owner" LC Investments 2010 LLC, d/b/a Omni La Costa Resort & Spa K. 11Property" 11GolfClub" 11On the site" "Golf Course" La Costa-Champions Courset" The job-site indicated in the first paragraph, Section 1-01. L."Shaping Team" 11Shaping Team11 shall refer to a specified qualified party, designated and approved by the Designer, to complete the craftsmanship and shaping work related to this project. "Shaping Team" has the responsibility for performing the work described in the applicable sections of these Specifications. Shaping Team shall be hired directly by Contractor and shall be included in the General Requirements Line Item. Shaping Team shall be Caveman Construction, Palm Beach Gardens, Florida. Shaping Team shall be subcontractor by the Contractor at a lump sum, not to exceed, $ 525,000.00. This shall include all shaping activities, travel, housing and insurances) Contractor shall supply all equipment, foels and maintenance as outlined. Contractor shall NOT have any shaping obligations. Shaping lump sum shall be included in the general conditions portion of the bid sheet. M. 11Work11 All work specified hereunder, including the furnishing of all labor, services, materials and all incidentals necessary, and the performance of all operations required completing the work specified or directed. 1-03 Surveys, Permits and Regulations Unless otherwise specified, the Owner shall furnish initial land surveys and establish all centerlines for locating the principal component parts of the work, together with a suitable number of benchmarks adjacent to the work. This furnished survey by the Owner shall be limited to golf course tee centers, tum points, green centers, all pn;:,perty lines, known utilities and environmental setbacks. All known infrastructure will be marked by the Owners or located (as applicable) by local "locates" or "dig alert" services as contacted by the Contractor. Permits and licenses of a temporary nature necessary for the duration of the Work (such as local business licenses, equipment licenses, moving permits, etc.), shall be obtained by the Contractor at the Contractor's expense. Any permits licenses, conditions and easements that are prerequisite to the work or facilities (such as erosion control, grading, building permits, variances, etc.) shall be secured by the Owner and paid for by t~e Owner. Any changes in these Specifications brought on by the municipality or other government regulations or by intetpretation of the same, which require work not contemplated in the bid, shall constitute "Additional Work", and shall be handled in accordance with the Construction Contract between Contractor and Owner. 1-04 Indemnity The Contractor shall pay all persons, firms and corporations who perfmm labor or furnish equipment, supplies and materials for use in the Work under the Contract, and shall satisfy all claims against the Owner, Designer, Partners and Subsidiaries for damages to life, limb or property that may be caused by the acts of, or negligence of, the Contractor or any of its agents or employees or any subcontractor or any agents or employees of any subcontractor; and shall satisfy all suits and claims existing or brought against the Owner or Designer arising from the violation of any law, ordinance, regulations, order or decree on the part of the Contractor or any of its agents, or employees or any subcontractor, or agents or employees of any subcontractor, or from any infringement or alleged infringement of patents, in or in connection with the Work under the Contract, or howsoever, originating from any of the operations under the Contract. This indemnity by Contractor of Owner and Designer shall include, but not by way of lirnitation, all costs and damages which Owner or Designer may suffer by reason of failure of Contractor to carry out any provisions of this subparagraph. Contractor, further, shall fully reimburse and repay the O\\-11er or Designer all outlay and expense which the Owner or Designer may incur in making good on any s11ch default, and shall fully complete the work, as provided in the Contract, free from ail liens claims of any kind whatsoever, arid in all other particulars Contractor shall faithfully and fully perform the Contract on its part according to all the terms, covenants and conditions thereof and within the time specified therein. 1-05 Insurance See attached Exhibit containing Insurance Requirements. 1-06 Performance Bond Not Applicable 1-07 Superintendence/ Site Superintendent The Contractor shall keep in his employment, during its progress, a competent on-site superintendent satisfactory to the Designer for the duration of tlie project. The site superintendent must be approved in writing by the Designer prior to the start of the project. The Contractor shall give efficient supervision to the work, using his best skill and attention. The construction superintendent must be consistent and remain the same from start of project to final completed sign-off by the Designer and Owner. Contractor must submit work experience and references for the Superintendent, as part of the bid process, which must be approved by the Designer. Failure to keep the Champions Golf Course and Practice Facility project specific Site Superintendent through final completion shall result in a fine levied against the Contractor, by the Owner, at $1000 per day until all work is final and signed off by the Owner. 1-08 Workmanship Contractor sha11 at all time employ competent and suitable workmen and equipment sufficient to execute all the Work to full completion in the mam1er and time specified. All workmen engaged on special or skilled work shall have sufficient experience in such Work, as defined by the Designer, to properly and satisfactorily perform the same. 1-09 Labor, Equipment and Delays If, in the opinion of the Designer and Owner, the labor furnished by the Contractor is incompetent, unski11ed or unreliable, his equipment inadequate, improper or unsafe, or if the Contractor shal1 fail to continuously and diligently execute the construction) the Designer shalt verbally and in writing, request the Contractor to remove all such causes of complaint, and the Contractor shall promptly comply with such request. 1-10 Removal of equipment and Property of Contractors Within two (2) weeks after substantial completion of his Work, the Contractor shall remove from the Owner's property all equipment, unused and damaged materials, and all other property and impediments due to, occasioned by, or used in the Work. 1-11 Supervisory Responsibilities of Designer The Designer shall be in the first instance, the interpreter of the requirements of the Contract Documents. The Designer shall at all times have access to the \V ark wherever it is in preparation and progress. The Designer shall render such interpretations, as he may deem necessary for the proper execution or progress of the Work. Designer's responsibilities pertain to golf course construction only; Designer may be consulted for interpretations on any facilities ancillary to the Golf Course construction. Storm Water Management Plan (onsite and off-site), Erosion Control and Grading/Earthwork Plans shall be approved and/or deve1oped by Owner furnished Consultants and Engineers. Claims, disputes and other matters in question between the Contractor and the Owner relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Designer for decision, which he shall render in writing. All interpretations and decisions by the Designer shall be consistent with the intent of the Contract Documents. In his capacity as interpreter and judge, Designer shall exercise his best efforts to ensure faithful performance by both the Owner and the Contractor. The Designer1s decisions in matters relating to artistic, or related, effect shall be fmal and binding. Designer sha11 be available at times he deems critical to inspect and ensure compliance by contractor of the Designer's drawings, specifications and on site directives, and he shall have authority to reject Vlork which does not conform with the Contract Documents. Whenever, in his opinion he considers it necessary or advisable to ensure the proper implementation of the intent of the Contract Documents, he shall have the authority to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work, whether or not such Work be then fabricated, installed, or completed. 1-12 Drawings and Specifications All Drawings, Specifications and memoranda for the Work furnished by the Designer or Engineer, are to be considered Contract Documents and must be carefully used. They are to be used on this project only and are to be returned to them upon completion of the Work by the Contractor. The drawings referred to in these conditions are those outlined in the agreement between Owner and Designer and other plans or sketches as may be supplied by the Designer from time to time to further clarify the \.Vork. Any additions to the Plans and or revisions to Plans issued by the Designer shall be considered part of these Specifications. No other changes in the Plans or Specifications shall be made without prior written approval of the Designer. In no event, however, may changes to the Plans and Specifications be made that shall result in additional cost to Owner without prior written approval of Owner. Should a bidder find any discrepancies in, or omissions from, any of the documents, or be in doubt as to their meaning, they shall at once notify the Designer, who, after consulting with the Owner's Representative, by addendum shall send instructions to all bidders kno'NTI to him. Neither the Owner nor the Designer shall be held responsible, or in any manner liable, for oral instructions. 1-13 Measurements and Quantities The quantities sho"•n on the Plans and Specifications have been indicated as closely as possible but arc approximate only. The Contractor shall be responsible for estim.1ting all quantities and shall notify the Owner in writing of any discrepancy in the Plans at least one week in advance of acceptance of proposals. Where clarification or additional information is required, a request in writing to the Designer shall be made. No verbal questions or answers shall be binding in any way. Additions to, or deletions from, stated quantities may be made by the designer in the interests of a superior final product. 1-14 Changes by the Contractor in Drawings, Specifications and ,,·ithin Final Agreement The Contractor, without the written approval of the Designer, shall make no changes in Drawings or Specifications. Owner sha11 assume responsibility for any changes in the Specifications as may be required by local regl1lations or by interpretation of same. The Contractor is to supp1y a bid based on these specifications. No clarifications shall be accepted that change or alter procedures or processes. Clarifications on the bid sheet shall only address the information in which the Contractor feels was not specified or address differences based on discussions with the Designer. In no uncertain terms shall the Contractor change the te1ms of these Specifications as part of the final agreement without written approval from the Designer and O\\rner. All terms of the Specifications, drawings and plans within the bid documents shall be included in the fina1 agreement between the Contractor and Owner. Any changes in the Specifications as part of the final agreement shall be considered unbinding and a breach of the spirit of the bid process whereby the Contractor shall be required to complete the work as outline herewith in at no additional cost to the Owner. 1-15 Alterations, Changes, Omissions from or Additions to the Work The Designer and Owner may from time to time during the progress of the Work desire alterations, changes, omissions from or additions to the Work included in the Plans and Specifications. These alterations shall be agreed to by the Contractor and shall not in any way effect the time of completion of the Work as agreed upon in the Contract. Any time extension notices shall be further agreed at the time such changes are made with the Owner. Subsequently any reduction in services shall in no way extend the constrnction schedule nor should the Contractor clai m additional monies. If the Contractor is expecting the reduction of services to affect their costing and timeline it should be immediately discussed with the Designer and Owner. lp the event that the changes described in the immediately preceding paragraph necessitate the use of additional equipment or manpower not anticipated in the Plans and Specifications prepared by the Designer, the Contractor shall provide the same at a rate of payment to be agreed upon in advance and that are set forth in section B-III (Unit Prices) of this document. All agreements for alterations, changes, omissions, ''extras", or additions to the work shall be made in writing and bear the Designer's and Owner's written approv,il prior to becoming part of the Work. NOTE -Email directives shall NOT be a substitute for change order approvals unless Owner, Designer and Contractor mutually agree to the change communication. If so, all three parties must agree in written in electronic form, whereby all three parties are copied and approvals are part of the same electronic mail communication. No individual communications or "cut and paste" edits shall be considered an approved change order directive. 1-16 Materials and Tools of the Trade The Contractor shall furnish all materials and "tools of the trade" related to the project. All materials specificatiom; shall be part of the material usage section within these specifications. Whereby the Contractor shall generate their usage quantities set forth by the scope of service and constrnction methodologies within these Specifications. As part of the material usage take-offs an Owner selected material supplier and predetermined specified material has been included. The Contractor sha11 be responsible to purchase, manage deliveries and provide Quality Control measures (QC) from these suppliers only. Through all proper testing with reputable labs and/or certifications as required the Contractor shall ensure authenticity and compliance of the material quality control. All mixes, sands and gravels shall be tested in 750 ton batches and set aside until the testing results are made know to the Owner and Designer and determined to pass. All test results must be supplied to the Owner and Designer at the time each test is completed. All material costs shall be reimbursed back to the Contractor with a percentage mark-up by the Contractor to manage the purchases and process. As part of the bid line items the Contractor shall supply a percentage mark-up for these services. The Contractor shall also furnish all "tools of the trade" or supplies (i.e. plywood, marking tape, pin flags, field paint, sod staples etc.) used in the Construction Work. All "tools of the trade" or supplies furnished by the Contractor shall be new and of the kind and type required in the golf course construction trade. All "tools of the trade" shall be a lump sum number and included in the Contractor scope of services. Tools of the trade shall not be paid as reimbursable items or considered "materials". The Contractor shall provide facilities, i.e. furnished construction trailer or office, for the Designer to perform his functions under the Contract Documents. These facilities shall also include all portable bathroom facilities for all workers according to local and OSHA related codes. The facilities should be cleaned regularly and have hand sanitizer readily available. 1-17 Protection of Existing Facilities and Structures The Contractor shall exercise due care in protecting from damage all existing facilities, structures and utilities both above surlace and underground on the O,vner's property. The Contractor shall exert every effort to protect amenities and facilities that are to remain, this includes any natural elements as well. The locations of structures known to the Owner shall be located/marked in the field by the Owner's Representative based on the best information available at that time and MUST be marked with stakes and high visibility marking ribbon, flags and paint. The Contractor shall, prior to the start of work and as required by law, contact the appropriate underground service alert facilitator in California, who shall issue a locate ticket number and field mark all recorded underground utilities that may exist on the site. The Contractor sha11 supervise, oversee and preserve the underground marking process for the protection and good of the Project and as a part of the Work. The Contractor shall timely renew such notification in order to keep the locate number issued active for the duration of the project. Should the notification be allowed to }apse, the Contractor shall renew and maintain the locate ticket. 1-18 Care of Premises :quality the Contractor shall set aside until proper documentation can be supplied. If the material is anyway deemed defective or nonconfonning to the Specifications, then the Contractor shall remove material from the storage area and replacement materials shall be furnished at no additional cost to the Owner. If the defective or nonconforming material is realized after installation in any Golf Course feature, then the Contractor shall be obligated to remove all material and replace with proper materials at no additional cost to the Owner. 1-20 Guarantee of Materials Materials furnished by the Contractor shalJ be guaranteed by the Contractor and Supplier to be first class in every respect and to be free from defects in workmanship and materials. All material suppliers shall be supplied and pre-approved by the O,vner and Owner's Representative. The Contractor, Owner and Designer all have the right and obligation to reject or refuse installation of poor quality materials. The Contractor shall inform the Owner and Designer of any material defects that he may witness during the construction process. 1-21 Topsoil Off-site "topsoil", "sand-cap" or a "plating" material is anticipated. The transportation of topsoil from the stockpile to the course features is the responsibility of the Contractor. 1-22 Service Roads Access shall be maintained to all areas of the Golf Course at all times, and no contractor or sub-contractor shall.impede another contractor from having access to his work. It shall be the responsibility of all Contractors on the job to maintain these roads serviceable. All roads are to be inside the boundaries of the Golf Course, well away from the areas to remain natural. No travel shall be allowed; on newly paved or constructed cart patl1S or roads; within any newly constructed or existing wetland and within any ! areas completed and actively being maintained by the Superintendent. All construction traffic must remain on designated i construction haul roads. ' Any infractions shall be subject to fines and replacement costs as weU as repair to any damage related to paths. Fines shall be levied : at $1000 per incident as well as unit price replacement costs and any required demolition charges. All proposed roads and access paths to be approved by the Owner Representative and/or Project Manager prior to use. Service roads use shall be specifically monitored and policed. Any violations of road usage shall be subjected to fines. 1-23 Fire Prevention and Suppression It is the intent to prevent any and all fires in the constrnction area. The Contractor shall exercise extreme care and caution in the aim of preventing same and shall combat immediately any and a11 fires in whatever manner necessary should any break out on the property and the vicinity of the construction site. The Owner reserves the right if necessary to mobilize any of the Contractor's equipment for the suppression of any fire on the subject property of the Owner. It is the Contractor's sole responsibility to maintain any construction staging areas, stockpiles and/or dumpsites to ensure there is no fire hazards. ' 1-24 Overtime Work/\Vork \"\1eck i Time is of the essence in the execution of Contractor's Work. Overtime work may be required to meet the completion time for the Work and such responsibility shall be at the expense of the Contractor. Based on local noise ordinance regulations, and/or daylight conditions, it is anticipated that the work week shall consist of sixty (60) hours in total -ten (10) hour days and six (6) days per week or the equivalent.to equal (60) hours in total. All attempts should be made to make up for hours lost due to weather conditions by adding hours to subsequent days or if possible working on Sunday. 1-25 Conduct on Golf Course Property No hunting, exploring, camping or other activities not related to performance of Work by the Contractor shall be a1lowed on the golf course. Employees breaking this rule shall be s11bject to dismissal by Contractor upon request by the Owner. 1 ~26 l\Iaintenance of the Golf Course Upon the completion of planting of any green, tee, fainvay, bunker or any other planted area, and the acceptance of the work as complete by the Designer and Owner, the maintenance and security of such areas becomes the responsibility of the Owner under a proper watering and fertilization management program to establish new turf. The supe1intendent and Owner shall be responsible for providing a "Golf Course Maintenance Sustainability/ impact Study" if required or requested by Owner's Representatives, local authorities, agencies, or civic organizations deemed relevant. All cost of the associated study shall be the responsibility of the Owner. 1-27 Right of Refusal Any contractor shall have the right to refuse any work performed by others, and if the quality of such work is deemed by the Designer to be deficient, the Designer shall require that the quality of the work be brought up to required standards. The opinion of the Designer shall be final in all decisions regarding the quality of work. 1-28 Commencement The Contractor shall under any section coordinate his operation with the general progress of work on the golf course, and he shall not commence any phase or portion of work without notifying the Designer and obtaining approval to proceed. 1-29 Precautions , The Contractor shall take all necessary and reasonable precautions to prevent any damage to the existing trees, fol iage, plant materials, walls, cart paths, areas designated to remain natural, newly grassed areas, wetlands areas ( existing or newly created) and other property of the Owner outside the area of work. ' Certain designated areas within the overall Golf Course boundary sha1l be left in the natural and native condition, and the precautions of this paragraph apply to these as well as to areas outside the Golf Course. The Contractor understands, aclmowledges 1 and agrees that the existing infrastructure (i.e. drains) are to be protected and are critical to the development of the Golf Course. Any such area($) disturbed by the Contractor or his subcontractors shall be restored to its original condition by and at the Contractor1s sole expense. The opinion of the Designer and Owner, in their sole and absolute discretion, shall be final in detennining acceptability of restored area(s). 111c O,vner's absolute desire is that no such area be disturbed in the slightest degree, , and, the Contractor shall impress upon his entire field operation that they are personally responsible to preserve that natural and 1 delicate state of the site. The Champions Golf property is located adjacent to environmentally sensitive areas, existing resort and housing developments, local commercial businesses and public roads. The existing golf property is also bisected by a public roadway and must be accounted for in the contractor's bids. The public road will create a two-phase project and possible rcmobili;,:ation as the 1 current tunnel is undersized to allow for construction related equipment hauling or transportation of heavy equipment ! through. All tunnel infrastructure integrity is the sole responsibility of the contractor related to contractor's activities and ! use. The Contractor must also account for "licensed" "road" trucks to haul materials from· one side of the public road to the i other. This can be done in a schedule _time line through stockpiling of materials on each side of the tunnel. Contractor shall be restricted from traveling through any portions of these facilities or areas and are deemed off limits. ' Contractor shall comply with all industry standards, environmentally sensitive or waterway regulations, as well as, all private housing communities, surrounding infrastmctures codes and laws. All access roads and staging areas shall be approved by the Owner Representative and/or Project Manager. Use of adjacent property or infrastructure roadways shall be strictly enforced to approved travel. If travel on any public roadway becomes excessive then the Contractor shall be required to clean and/or repair, at the ! Contractor's expense and to the Owner1s satisfaction. This includes all Contractor's employees, all sub-contractors as ,veil as all : delivery trucks. Cleaning and repair may include but not be limited too; mechanical brushing, water truck(s), pressure washing, patching and/or associated activities to return to "like and kind". Contractors shall be permitted to travel only on established construction roads, as determined by the Designer and Owner's Rep, or within the constrnction corridors for an individual golf hole. Any Contractor or member of a crew that is found trave1ing, dumping or modifying the sensitive areas or other designated ''off limits" areas without permission or instruction from the designer shall be fined $1,000. All infractions shall be subject to fines . The owner shall withhold any incurred fine amount from final payment. Designer and Project Manager shall work with Contractors to locate and define construction roads to promote the efficient flow of equipment on site, while also protecting the sensitive native areas. 1-30 Erosion Control and Vegetation Removal Contractor shall comply with all the ordinances that apply regarding erosion control and vegetation removal. The responsibility of obtaining the regulations and requirements of such ordinances is solely that of the Contractor. All maintenance of erosion control structures is solely that of the Contractor. The Erosion Control plan is to be supplied by an Engineer specializing in Erosion Control and shall be contracted separately and independent of the Designers or Contractors. The Owner shall be responsible for supplying erosion control plans, Engineer, and independent monitor. All Engineer or independent monitors shall be required to furnish reports related to site inspections. All reports are to be distributed to the Owner, Designer, Project Managers and Contractors (subs). Erosion Control concerns, comments and questions shall be addressed at all construction meetings. If any violations are addressed through the written reports then a special meeting shall be call by the Contractor and Owner to notify all parties of the issues. 1-31 Warranty of Works All following sections and work contained therein shall be subj ect to a full warranty of work for a one-year period commencing on final acceptance of completed project by Designer and O\1/Iler. Any works found defective by fault of Contractor during this period are to be repaired and remedied by Contractor at Contractor1s sole cost and expense. The Designer shall settle any disputes over warranty of works. Contractor warrants to Owner and Designer that the Work shall be free from defects not inherent in the quality required or permitted and that the Work shall conform in aII respects with the requirements of the Contract Documents. Work not conforming to these requirements, incl uding substih1tions not properly approved or authorized, may be considered defective. Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by Contractor, improper or insufficient maintenance, improper operation or nonnal wear and tear under nonnal usage. The Contractor1s warranties (including Contractor's Guarantee) shall cover all Work in the Contract Documents and any additional work, whether or not any portion or trade has been assigned or sublet. In the event any portion oft11e Work is performed by assignees or subcontractors, their written warranty to Owner covering their respective portions of the Work for the periods required shall be collected by Contractor, who shall deliver these, together with his own warranty, to O\'\'Iler. Assignees' and subcontractors' warranties shall expressly provide that the same may be enforced directly by Owner, if he so elects, and shall run concurrently with tl1e Contractor's warranties. All such warranties shall be secured by the Contractor's performance bond when such bond is required. No warranties by subcontractors shall in any way relieve Contractor of his warranty obligations or obligate Owner to proceed under any subcontractor warranty in lieu of or before proceeding against Contractor's warranties. Where any material, process or method of operation or application procedure is required which, in the opinion of Contractor, would render the finished Work unsuitable for the required warranty, then before any Work is started, such matter shall be objected to in ,vriting to the Designer and to Owner stating reasons therefore and recommending a substitute so that the Work, when completed, shall be s11itable for the required warranty. In the event the Contractor's recommendation is approved, the Work shaII be installed in accordance therewith and at no charge in the Contract Doc11ment price unless otherwise authorized. Defective, equipment and workmanship occurring within any warranty period may be repaired where such repair produces results in conformity to Contract Documents requirements relating to appearance, performance a~d reliability. Where the natw-e of the· defective equipment and workmanship is such that acceptable results cannot be obtained by repair, such items shall be removed and replaced with new materials, equipment and workmanship complying with Contract Documents. All remedial Work shall be subject to Owner's approval. 1-32 On Site Vehicle for Designer Contractor shall provide, for, exclusive use by the Designer and Shaping team, 2 utility vehicles for onsite activities. Vehicles shall be similar in style to a Kawasaki Mule or John Deere Gator (duration of the project). Vehicles are to have room for two occupants and a storage bed for equipment as well as a roof and front "retractable" protective wind screen. All maintenance and fuel shall be provided by the Contractor. The vehicles shall be for the exclusive use of the Designer and Shaping Team and shall only be assigned otherwise with the permission of the Designer. 1-33 Miscellaneous Equipment, Supplies and Facilities. Contractor shal1 provide the Designer with 2 laser type-leveling device for grade analysis, as well as a 4' digital carpenters level and applicable batteries. In addition, the Contractor shall have an ample supply of m<'lrking flags and marking paint for the Designer's use in the field. Contractor shall also be responsible for supplying a construction office for use by Designer and their team. The office trailer shall be large enough to accommodate meetings for small groups and shall be furnished with table(s), chairs, electricity, Air Conditioning, refrigerator and bathroom (modem conveniences). Designer's site trailer is not to double as a cafeteria or lunch room for the contractor's staff. The Contractor shall provide all bathroom facilities, for such access of all Contractors workers, Owner's staff, Shapers and Designer's team. These facilities shall be of relatively new issue and portable in nature. All bathroom facilities shall be according to local and OSHA related codes. The facilities should be cleaned regularly, maintained with proper supplies and have hand sanitizer readily available within or immediately outside. 1-34 Construction Equipment for Sole use of Designer and Shaping Team - Contractor shall supply the Di;:signer and Shaping Team all necessary equipment for shaping and artistic purposes. All Equipment must be new or relatively new issue ,vith low hours. Approved equivalent shall be allowed. Equipment to be provided includes; Designer and Designer's site representative: primary use of a Caterpillar D-5C hystat dozer (duration of the project). 1 CAT 312 excavator with "knuckle bucket" (duration of the project) all excavator "knuckle bucket" controls are to be on the right side, either right handle or right foot pedal, 1 John Deere 1200A mechanical bunker rake with center cultivator and a rear mounted 60" field finisher attachment/rake, as well as, all hand tools associated with the trade of golf course construction ( duration of the project). The contractor shall also provide a metal drag chain and cocoa mat attachments for the bunker rakes. Rakes shall be in top working condition and all maintenance and fuel shall be responsibility of the Contractor. Hand grading rakes shall be used in conjunction with the final shaping of greens, as we11 final float of all" green complexes. All hand rakes to be supplied by the Conh·actor. Shaping Team (Designer Designated Shaping Team): 1 Caterpillar D-6 dozer (5 months at 55 hours weekly) 1-Catepillar D-5C hystat dozers (4 months at 55 hours weekly avg.) !-Cat 312 excavators with "knuckle bucket" (8 months at 55 hours weekly on average for both). 1-Cat 312 excavator wi1h "knuckle bucket" (5 months at 55 hours weekly) Depending on the pace of the course construction and completion date; the equipment can be requested to be taken "off' rental (due to scheduling delays, weather, permit issues or at Owner's request) until the time in which the construction commences. There shall be no additional cost incurred by the Owner for extras associated with equipment costs (including fuel, maintenance, mobilization). All excavators are to have a switch to change hand controls from ISO to SAE and have both sand and digging buckets onsite for various uses. All earthwork equipment provided must be of relatively new issue date, must be in top working order and have Cab enclosures. Contractor shall be responsible for all maintenance and fuel of equipment supplied for use by Designer and Shaping Team. Shaping team to be subcontracted through the Contractor. 1-35 .Feature Preservation The features shaped and put in place by the Designer, Shaping Team or by the Contractor under the Designers' direction and approval shall be realized in the final seed/sod prep contours. If in the process of constrnction or preparing the soil for grassing/seeding these features are altered or removed it is the discretion of the designer to insist they are replaced at no additional cost to the Owner. Furthermore, if the Contractor is unab1e to replace the features to the satisfaction of the Designer and the Designer deems it necessary to replace by reshaping them personally, the Contractor shall be charged two hundred dollars ($200.) per hour for the Designers time to reshape the features. Such an instance shall be documented by the Contractor and Designer and promptly submitted to the Owner. Payment shall be withheld from the final payment to the Contractor and thereafter paid to the Designer by the Owner at a 50/50 rate. 1-36 Protection of the Work Protection of the Work shall be continuously maintained by Contractor, in such suitable form as shall protect the Work as a whole and in part, and adjacent property and improvements from accidents, injury or damages. Contractor is solely responsibJe to properly protect all work associated with the project, which includes any and all additional erosion control measures to insure any damage to shaped or constructed features shall not comprise the highest quality product. Maintaining and providing this level and type of protection is separate from Erosion Control (line items) and must be accounted for in the general conditions portion of the bids. The protection of said work must remain in place and shall be the Contractor's responsibility until all punch lists have been approved by the Owner and Designer, regardless of sodding activities, mowing of turf grass or perceived handover of golf holes to the Owner. The Owner at any point in the project may instruct the Contractor to remove feature protection for maintenance or play activities at which point these feature and adjacent areas shall become the responsibility of the Owner. Contractor shall properly protect and maintain the Work with silt fence, hay bales, rock dams, erosion control netting, lights, guard rails, temporary covers and barricades; provide excavations with proper enclosures; provide excavations with proper pumps to remove water or properly backfill in timely manner; brace and secure all parts of the Work against storm and accident and provide such additional forms of protection as may be necessary in the prevailing circumstances. The protection of the work area is not solely limited to each individual feature rather the entire area adjacent too or within APPROVED FOR PLANTING INCLUDING ONLY, PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXf. ____ _ DATE REVIEWED BY, INSPECTOR DATE All Materials shaII be carefully stacked or stored on the ground in areas to be designated by Owner, and all Work shall be done in strict conformity with local laws regarding the same. It shall be the Contractors responsibility to manage and maintain (in an orderly fashion) all material orders as well as stockpiles. If the materials become contaminated due to negligence by the Contractor, then the material cost of contaminated materials, as well as removal of said contaminated material already in place on the golf course shall be that of the contractor. The Contractor is also responsible to cleanup all associated stockpile, dump, material storage or any other areas whereby project staging activities were performed. Al1 cost associated with managing these activities should be included in the General Condition portion of the bids or as part of the Material Usage worksheet. 1-19 Inspection The Designer, Owner, Contractor, Owner's Representative and Project Manager shall have the right to inspect the materials entering into the construction of this project and the constrnction itse1f at any time. If there is any concern of materials authenticity or 1-----+--+-----------+---+---+---+----t I SH2E6ET 11 CITY OF CARLS BAD I _ PLANNING DIVISION _ :=::::===:'....'.:::::::::::::===:;================~ LANDSCAPE IMPROVEMENT PLANS FOR: PS PROJ. NO. 210613 July 11, 2023 II PLANNING SYSTEMS LAND USF.: / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA#3900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARlSBAD, CA 92008 (760) 931-0780 "' FAX (760) 931-5744 • info@planningsystems.net Hanse Golf Course Design Malvem,PA I DATE INITIAL DATE INITIAL Expiration Dote; 12-31-24 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL I I OMNI LA COSTA DRIVING RANGE EXPANSION CONSTRUCTION SPECIFICATIONS I APPROVED:A . af_<i.~ . ._, e&r, ft.., I PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: LPC2023-0010 539-4M CITY APPROVAL RVWD BY: CUP2023-0001 watershed areas. This includes any damage that may result in impeding proper function of drainage swa]es, retentions basins/areas, service paths, sumps or drainage irates and basins. The repair of the areas and all subsequent damage on or off site shall be the responsibility of the Contractor. Removal of all protection of work items is the responsibility of the Contractor. Owner may wave this construction activity and handle themselves if they deemed beneficial. All work protection shall otherwise be removed by the Contractor prior to demobilizing. All disruption and damage caused by the removal process shall be repaired by the Contractor. Contractor is responsible to maintain all feature preservation basins; swales; silt fence and any other drainage conveyance features within their scope and area of construction until such time these areas are turned over to the Owner. These items must be immediately inspected and repaired after each storm event. Failure to do so shall result in any fines levied by Authorities or repair of all damage related to improperly functioning features. This includes any immediate onsite as well as off-site damage. Should construction, materials or equipment become damaged, destroyed or stolen through negligence on the part of Contractor or any subcontractor or the agents or employees of any of them while the Work remains under Contractor's jurisdiction, Contractor shall repair or replace same to the satisfaction of Owner, without cost to Owner. Contractor and all subcontractors shall provide protection for their own materials, tools and equipment employed in the Work including the tools of workmen. Except Where otherwise expressly stipulated, Owner shall riot be held to have incurred any liability for loss of or damage to materials, tools and equipment of Contractor or of those persons employed by him, by subcontractors or otherwise. Contractor shall be solely responsible for the safety and condition of his and the various subcontractors' materials and implements stored in or about the building and the site. Should it become necessary during the Project to remove such materials and implements to facilitate and maintain scheduled progress of the \Vork, Contractor shall remove materials and implements to some new location and such moving shall be done without additional charge. Should Contractor fail, refuse or neglect to commence the Work of removal of materials and implements within two (2) days after notifications or to prosecute the Work of removal with due diligence, Owner may cause the materials or implements to be moved and the cost thereof be deducted and paid by Owner out of monies which may be due or may become due to Contractor. Any Owner or Contractor supplied materials shall be properly stored and transported to ensure ntlnimal waste. Ifit is deemed that the Contractor is negligent in handling ov,mer supplied material or is creating extra waste, then the Contractor shall reimburse the Owner for all loss of material. If the Contractor is found to be instaJling less than required amount of materials the Contractor shall be responsible to remedy all material and constmction issues at no additional cost to O\vner. Contractor shall be responsible for the patching and replacing of all damaged Work. Patching and replacing of damaged Work shall be done in accordance with the Contract Documents, and the cost shall be an obligation of Contractor. At completion of the Project, damage to the Project shall be satisfactorily repaired or replaced by Contractor at its sole cost and expense. Rain, surface or subsurface water and other fluid shall not be allowed to accumulate in shaped features, excavations, dismantled feahires, newly constrncted features or under or about the structures. Should such conditions develop or be encountered, the water shall be kept constantly controlled and legally disposed ofby temporary pumps with filter fabric, piping, ditches, dams or other methods. AIi damage to infrastructure cause by water entering excavations or through improperly control water is the responsibility of the Contractor, Repair of wash outs that occur due to storm events sha11 be the sole responsibility and expense of the Contractor up to the first mmving of the turf grass. All protection of golf specific features shall remain in place until punch lists have been signed off. 1-37 Contractor's Supervisory Responsibilities The Contractor shall supply the Designer and the Owner1s Rep. a list of all key personnel, their experience and their roles in the construction process. The general hierarchy is as follows; Contractor, site superintendent/project manager, crew foremen and laborers. Same would apply to all subcontractors. The site superintendent/project manager for the Contractor shall be in daily contact with the Designer and shall see that the goals of the day, week, and month are carried out. The Designer shall describe to the C'..ontractor the details as they relate to feature development and preparations for Designers' shaping and fin ishing. The site coordinator is responsible for monitoring and instigating progress of the project. The site coordinator is also responsible for carrying out the construction techniques described in this contract document and instructions from the Designer in the field. The Contractor's site superintendent's responsibilities shall consist of daily training direction and supervision of all laborers, daily consultation with the Designer, and materials allocation. Under the site superintendent's direction shall be foremen for specific constructi_on operations. These foremen shall be the "on the ground/ hands on", and responsible for the direct supervision of the various c~ews. The site superintendent shall frequently inspect the performance of these crews each day. It is furthe1more expected that the site superintendent has daily dialog with the Designer and Owner1s Rep. for coordination of the above-mentioned operations. Contractor shall provide a "scorecard" on a weekly basis. Format shall be match the bid documents line items and based on the specified quantities which shall be broken down on a hole by hole basis. The Contractor supplied a weekly "scorecard" outlining the prior week's activities vs. works completed to date sha11 be submitted every Monday by 12 pm (noon) for the duration of the project. The scorecard shall include an updated table of a11 works completed as it pertains to the contract and estimated quantities. All quantities (square footages) shall be calculated, verified and generated through GPS, For every day the Contractor is late supplying the "scorecard" during each billing cycle the Designers and Owners·shall add 1 \VEEK to the invoice payment terms within the agreement. A late payment shall constitute any scorecard received after Monday 12pm (noon) pacific time zone. In the performance of the services by Contractor, Contractor agrees to use the key personnel as provided on above list of key personnel. In the event that any of the key personnel so listed do not remain in the employ of Contractor or arc no longer available to substantially assist in performing the scope of Services under this Contract Document, Contractor shall promptly notify Owner's Rep./Project Manager and Designer of such change and shall identify the person whom the Contractor proposes to substitute into such posilion. Contractor shall give Owner's Rep./Pro_ject Manager and Designer the opportunity to interview the new replacement person at the project site at a time reasonably agreeable to Owner's Rep./Project Manager and Designer. After receipt of such notice and Owner's Rep./Project Manager and Designer's interview with the proposed replacement person, Owner's Rep./Project Manager and Designer may at its option, either (a) agree to the substitution of such person, (b) agree that no substitution is necessary and that the services shall continue with the remaining key personnel in place, ( c) terminate this Contract for cause or (d) the Owner and Designer sha11 bring in a Third Paity Project Manager to oversee the Contractor's duties whereby the cost shall be deducted from the contractor's agreement sum. 1-38 Contractor's Project Manager Description, Duties and Responsibilities The Contractor is to provide a Golf Course experienced Site Superintendent shall be familiar with the Designer1s philosophy and construction methodology, as well as, firm understanding and experience in World Class, Tournament golf course development. construction and preparation. The Project Manager must be onsite during ALL construction days and present during the hours of construction (7am -6pm) and estimated 8 months. The Superintendent shall be expected to have direct communication with Owners, Omni Golf project team and Designer, as well as, a foll understanding of the approved plans and construction techniques. Designer expects the Contractor's Site Superintendent to have thoroughly read and completely understand these specifications. If a situation presents itself whereby it becomes apparent that they have not read the specifications, they shall be removed immediately from the project and be replaced at no extra cost to the Owner. The goal of the Specifications is for the Site Superintendent and Construction Team to build the course/project according to Hanse Golf Design techniques. The importance of this position cannot be under-stated, and its value cannot be over-valued. We folly anticipate the Site Superintendent working with the Designer's and Owner supplied Golf Course Superintendent from the inception of the construction process through grow-in. 1-39 Site management and cleanliness The contractor shall be responsible for the cleanliness of the entire area associated with the project. This includes all areas currentlym1der construction as well as the site trailer, all facilities, staging areas and any associated construction items or locations. The contractor shall supply all waste management dumpsters and associated cost for removal. TI1e dumpsters shall be solely dedicated for the constmction process and any waste materials used during the construction process. It shall be the contractor duties to monitor the use and to ask all sub-contractors help with offsetting the imposed costs. If the site cleanliness becomes a distraction, unsafe or a health hazard the Designer, Owner or Project Manager has the right to suspend all construction activity until the property has been cleanup. If the problem persists or the contractor refuses to make required adjustments, then the Owner has a right to fine the Contractor at a rate of $1,000 daily until the problem is rectified. 1-40 Acceptance of Grassing (turn over to Owners) The Contractor shall provide a written "acceptance" memo to the Owner's at which time they feel any hole is completed according to their contract and all parts of the hole have received its first mowing by the Owner, as well as, all applicable approvals have been received and reviewed by the Owner and Designer. This includes all punch-list items. If the Owner is mowing the turfgrass and the punch-list is not completed to 100 percent, satisfaction, then the entire hole -is still the responsibility of the Contractor. Once there is a mutual agreement on these items between Ownership, Designers and Contractor then the area shall become the sole responsibility of the Owner supplied maintenance team with the exception of the protection of work items or erosion control measures. Prior to any grassing all scheduled grassing areas shall be walked by the Contractor to insure there are no defects or discrepancies related to the specifications. Once the grassing areas are deemed ''contractor approved" the golf course Superintendent, Designer and O,vner's Project Manager shall review area and agree on grassing timeline. Ifin anyway the above approval process is not followed, then the area shall be deemed not accepted and shall remain the sole responsibility of the Contractor. No area shall be deemed accepted until all GPS files are submitted and field checks are completed. All "punch list" activities shall be the responsibility of the Contractor until 100 percent complete satisfaction of the Owner, Designer, Project Manager and golf course Superintendent are achieved. TI1e Contractor shall be responsible to walk the entire golf course construction zone and ensure that the Work is completed to 100% of his/her satisfaction prior to requesting "punch list" site tour \v:ith Owner and Architect/Designer's. It is the Contractors sole responsibility to prove that the Work is completed according to the specs and expectations. It is NOT the Owner or Designer's job to point out glaring defective works in order to expedite the Contractor's duties. Any damage to the constrnction areas prior to completion of the punch list shall be the responsibility of the Contractor. 1-41 Contractor Staking Requirements - Contractor, upon arrival to the project, shall stake and layout all tee, landing area(s) and green locations based on Owner/Engineer supplied GPS data. The Contractor shall use 1 0'(foot) sections of PVC pipe placed over top of metal or wooden stakes at all golf course points. The green "poles" shall be marked with green ribbon or paint on the top 2 feet. The landing areas shall be marked with blue ribbon or paint and the tees shall be red ribbon or paint. 1-42 Contractor Material Quantity Usage -Guarantee \Vorksheet Owner and Architect are requesting the Contractor to "estimate" the quantities of materials required for the project as outlined in the specifications and based on the Contractor's methodology of loading and hauling materials to the specified feah1res. Contractor shall calculate the quantities based on the assumptions as it relates to the specs as well as adding any typical allowances (based on past experiences) related to loss, waste or Contractor's techniques. Contractor's shall be required to supply all materials related to this project but based on Owner specified suppliers and exact material types. All materials shall be tested and pre-approved by the Owner's. All pricing shall be pre-negotiated by the Owner's and per-guaranteed by the O\vner's and suppliers. Contractor shall purchase these materials from the specified Suppliers and shall be "reimbursed" by the Owner's for the cost (including delivery and taxes) of all materials. "Tools of the Trade" are not to be considered materials and shall be the Contractors responsibility. For their role in purchasing, ordering, managing and Quality Control measures of all materials (minus the "tools of the trade), the Contractor shall charge a fee which shall be a percentage above the cost of all materials (pre-tax). There is a Jine item in the bid-sheet whereby the Contractors shall be asked to supply the percentage fee. Contractor Material Quantity Usage Worksheet must be submitted with the Contractor's bid sheet.1\-Iaterials suppliers and pre-negotiated pricing shall be made available. The predetermined suppliers and materials to be used for this project and purchased directly by the Contractor and based on their material usage rate as outlined belm,·. These rates shall be based on the construction methodologies within these specifications. The Contractor shall be paid a percentage mark-up to manage the deliveries and follow all (CQ) procedures. SECTJON TWO: EROSION CONTROL, ARCHITECTURAL CUT/FILL, DISMANTLING OF EXISTING, DISRUPTION OVERSIGHT O\Vtler shall supply all required Erosion Control Plans through a separate contracted Engineer. All installation ofOwner/Enginecr supplied plans shall be the responsibility of the Contractor. All maintenance of Erosion Control features shall be that of the Golf Course Contractor as part of these specifications. These plans are included in these Specifications and shall be for all maintenance, repair and removal of al1 erosion control measures as defined in the plans and as added as Golf feature preservation items. 2~01 Scope/Definitions A. Erosion Control Under this section, the Contractor shall be responsible for all erosion control (installation, maintenance, replacement of damaged and removals upon project completion) features. Erosion Control features are in duded as part of the Engineer plans whereby quantities and specifics are outlined. Erosion control features shall include all erosion control features and measures defined by the Engineered plans, as ,,•ell as all Contractor installed protective construction fencing (non-erosion control) along or around Jurisdictional or Preserved areas. The Contractor is also to include any and all feature protection devices recommended by the Designer or required by the Contractor as described in Section One "General Conditions" to insure protection of features. This is different and separate from the Engineered Erosion Control Plans and must be accounted for in such a manner. Any features that arc not properly protected during storm events arc the responsibility of the Contractor. Any re-shaping required due to improper feature protection shall be billed at $200 per hour by the Designated Shaping Contractor or the Designer. Any damaged or destroyed materials shall be reimbursed by the Contractor to the Owner. All repairs shall be the responsibility of the Contractor without any reimbursement from the Owner. Owner and Designers understand the severity of mother nature is not controlled. If in the minds of the Owner and Designer, the Contractor acts in a timely manner to try and minimize damage where possible, the fines and clauses will be removed per storm event. If contractor fails to try or skips all together fines and clauses will apply. If there is any erosion or concentration of eroded soils it is the Contractor's responsibilities to repair and replace to the same level of detail the site was received. All non-organic, non-stockpiled or material unsuitable (Owner or Designers opinion) shall be hauled and buried on-site by the Contractor in out of play areas. The dismantling operation is different and separate from that to be considered Architectural cut/fill or bulk earthworks and must be accounted for in that manner. B. Dismantling of Existing The Contractor will also provide all services associated with the dismantling of all existing features; this includes but not limited to: the excavation and stockpiling of existing greens mix and bunker sand; dismantling of golf course feature gravel blankets, liners and drainage, removal and.proper disposal of all existing golf course drainage systems and removal of all excess organic material located within or around any golf course feature. The disruption plan indicates all areas and locations that the dismantled materials will be stockpiled. All non~organic, non-stockpiled or material unsuitable (Owner or Designers opinion) will be hauled off-site by the Contractor. The dismantling operation is different and separate from that to be considered Architectural cut/fill, bulk earthworks or feahire construction and must be accounted for in that manner. The Contractor will be responsible for dismantling of all existing features (greens, tees and bunkers) located on the golf course. This includes; generation, stockpiling and removal of existing greens (mix and drainage materials); removal and dismantling of existing bunker complexes (sand, liner and drainage). All existing liners (existing liners are not expected but may be currently in place, to date the maintenance staff has not seen any evidence of existing liners) will be carefully removed as not to tear or sirred in such a manner that the liner debris will be scattered throughout the property. Any and all liner whether full or partia1 pieces, of any size, will be removed from the site and deposed of in a proper manner. The dismantling, stockpiling, loading, hauling and all associated costs are to be included as such. No dismantling of existing features wilt be considered Architectural cut/fill, bulk earthworks or other golf course related activity. All existing feature dismantling will be done with the use of an excavator and dump vehicles to insure the desired materials will be utilized to the maximum extent.No dozer removal of greens mixes, or bunker sand will be allowed. All sod and grass will be stripped with the use of a sod cutter. All greens sod will carefully be removed by hand, all bunker face can be removed mechanically while all tees and approaches must be carefully removed by hand or mechanically, but the tee existing tee mix must remain intact and free of any organic contamination. Existing greens mix will be stockpiled in the centra1 '"dump'' areas as outlined in the field. The stockpiled existing greens mix will be reused by the contractor as tee mix. The greens will be dismantled in two "lifts". The first 8" will be removed and set aside as green material for "tee mix". This material will be free of old sod/ grass and any unwanted non-organic matter. If the contractor fails to take measures to insure the dismantled green material for "tee mix" is clean of unwanted material the contractor will be required to rent a Trimble screening machine and screen the material at their own cost. All 2nd lift material will be hauled and stockpiled in dump site, fill pads or set aside for removal by a third party hired by the club. Any decent 2nd lift material may be set aside upon approval by the Superintendent and used for bunker surrounds or as a "top soil" product or hauled to the lake for assistance in the de-muck/ fill process. All bunker sand will be removed with the use of an excavator and dump vehicle. The Designer and Ovmer will select "stockpile" areas which will be in-conjunction with the o be newly established Native grass areas. The Owner will previously spray all native areas/ bunker sand stockpiles with roundup for ease of the spreading operation. Once all the bunker sand is removed and set in-place the contractor will be required to spread to a consistent depth of 2". Once this material is spread the area will be tilled by use of a rototiller or "rotodarin" type machine. Once complete the contractor will prep the area for seed under the guidelines established within these specifications for soil prep. The contractor can account for these activities in either the dismantling of feature preservation or the native area soil prep line items. Surrounding bunker Organic matter will be removed and relocated to designated separate stockpile locations. The remaining 20' of the bunker surrounds or areas outlined by the Designer's will be stripped of existing sod, grass and unwanted organics. Once the bunker sand and organic surrounds have been removed then the Contractor will carefully dispose of all liner, drains and stone. All liner and drain tile v,rill be proper disposed of in waste "dumpsters" and removed from the property. The Owner is responsible for calculating the proper number of dumpsters and associated "removals" as well as costs associated with their removal. In the event the Contractor over utilizes or disposes of non-removal materials for sake of convenience or ease then the Contractor will be responsible for the cost associated with the removals of said dumpsters. All existing tee top mix will be removed and stockpiled in convenient locations for ease of reuse as topsoil materials. All stockpile locations with be approved by the Owner to insure there is no additiona1 disruption or chance of contamination is minimized. The existing tee mix will be stripped to a depth of 6" and free of unwanted organic or non-organic materials. The remaining 201 of the tee surrounds or areas outlined by the Designer's will be stripped of existing sod, grass and unwanted organics. Under the Engineer's plans or Erosion Control/Feature Preservations the Contractor will be responsible to control any erosion to Stockpiled areas. The stockpiles will be treated under the same premise as the features whereby not contamination to or from stockpiles will be handled by the Contractor. C. Architechtral Cut and Fill and Barranca Area Cut and Fill The Contractor shall be asked to provide the equipment and labor associated with loading and hauling of 35,000 cubic yards of "Architectural'' cut/fill as well as an additional 15,000 cubic yards associated with the Barranca cut/fill construction. Barranca cut/fill is defined and accounted for in the same manner as Architectural cut/fill. No dismantling materials or construction spoils hauled to or use as fill in either Architectural cut/fill or Barranca construction will be considered fill proper. This material is to be moved within the property limits by use of small dumpers 7 yards or less. The Designers shall try to manage the process and minimize travel distance throughout the property. Cut and fill is a combined process and accounted for in that manner. The Architectural cut/fill operation is separate and different and above and beyond any "bulk earthwork", sand capping or dismantle of existing related actively. Architecture cut and fill operation shall be defined as any activity whereby the Contractor must first strip all existing "organic" and "topsoil" material then excavate, load, haul, dump, push into piles, rough spread fill material and reapply "top soil" This operation must be laid out, organized and approved by the Designer's. The Contractor shaII calculate the Architecture cut/fill or Barranca cut/fill on a load count basis and prove the haul vehicle dump capacity prior to the start of the process. Load capacity to be accounted for through a real/actual haul load average and not the manufactures specified capacity. The Contractor, Designer's and Project Management team shall agree to an PS PROJ. NO. 210613 PLANNING SYSTEMS July 11, 2023 LAND USE / COASTAL PLANNING LA.NDSCAPE ARCHJTECTURE-LA/13<100 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION average cubic yard/tonnage rate per dump vehicle. All weekly Architechlre cut/fill and Out of Play Area cut/fill ra~es shall be included in the weekly "scorecard" and backup verification shall accompany and be separated on a daily basis breakdown. A. Subcontractor Oversight During the construction process and designated timcline there shall be landscape planting/removal; irrigation installation; construction and various other activities whereby "subcontractor" of the Contractor or Owner shall be working on propetty. It shall be the responsibility of the Contractor to remove and prep (for grassing) any haul roads, disruption, or overall damage associated with the process. The Contractor has the right to ask all subcontractors for compensation due to excessive damage, but the responsibility of the compensation is that of the Contractor and has no bearing on the Owner or Designer. In the case of an Owner supplied subcontractor dispute the Owner shall withhold funds until which point the dispute is settled or payment for repairs are made to the Contractor. 2-02 Methods A. Erosion Control The responsibility of obtaining the regulations, requirements and proper installation or maintenance methods of such ordinances is solely that of the Contractor. All maintenance of erosion control structures and removal/ dismantling is solely that of the Contractor. The Erosion Control plan is to be supplied by an Engineer specializing in Erosion Control and shall be contracted separately and independent of the Designers or Contractors. The Owner shall be responsible for supplying erosion control plans, Engineer, and independent monitor, as required. All Engineer or independent monitors shall be required to furnish reports related to site inspections. All reports are to be distributed to the Owner, Designer, Project Managers and Contract0rs (subs). Erosion Control concerns, comments and questions shall be addressed at all construction meetings. If any violations are addressed through the written reports then a special meeting shall be called by the Contractor and Owner to notify all parties. Removal of erosion control measure and silt fence as areas are completed shall also sequence throughout the project. O\Vtler reserves the right to direct the contractor to leave sections based on grow-in progress. All removals shall be based on and follow the Engineer plans and Local Agencies approval pennits. B. Architectural Cut/Fill The Contractor shall be responsible for the management, loading and hauling of the "Architectural cut and fill" material. Through field direction the "designer", project manager or authorized ''Shaping Team" representative shall direct the Contractor with associated cut and fill locations. All locations and hauling distances shall be minimized and located within the property. TI1e Contractor shall utilize the appropriate size equipment (loaders, dump vehicles - 7 ton dumper or less) to successfully complete the job in a timely manner while minimizing haul roads and disruption. "Architectural cut and fill material shall consist of only "clean fill" or approved organic type material located within the golf course play limits. C. Intent The Contractor is expected to complete all "cuts'\" fills" and "haulage" as, indicated in the field. The intent is to meet the grades discussed although the Designer may wish to alter the amount of cut or fill required in any area of the golf course to enhance golfing values. Designer and Owner shall approve all work or fasue instructions for additional cut or fill as desired. These instructions may include altering the cut and fill in certain areas or moving material to areas within the golf course that are not shown on the plan as areas of earthwork. All fill locations shall be accomplished in "lifts" to ensure proper compaction throughout the "fill" profile. The Contractor shall allow for making good any surfaces that are later damaged or disrupted by settlement of any kind. As a general rule all formations shall be compacted to 80% of their d1y density as measured by the modified Proctor test or accomplished by proper golf course compaction techniques or industry standard methods. All "cut/fill" material shall be suitable for subsequent shaping operations. To be suitable for shaping and seedbed, fill material shall not contain sticks or stones or other debris. The Designer shall have final say on suitability of fill material. The best available material should be used in fill areas for feature work i.e., greens, tees, bunkers. It is particularly important that this material be of a unifonn nature and of a moisture content that allows immediate shaping to be carried out. Do not compact earthwork in the areas of the greens, tees and bunkers unless otherwise indicated or specified herein. Contractor shall expect to handle "cut/fill" operations in two separate phases due to the public road bisecting the property. Design's and Owner will work closely with the contractors to help reduce the need to move materials from one side to the other. D. Subcontractor Disruption Oversight During the construction process, there shall be irrigation and landscape type duties on property and transpiring in conjunction with the project timeline. The Contractor shall be responsible for scheduling of subcontractor sequence and repair of associated "golf course" construction activities. Contractor shall properly coordinate all subcontractors (whether hired directly by the Golf Course Contractor or independently through the Owner) work. This shall ensure that subcontractor disruption is minimal. AH subcontractor repair duties to disrupted areas shall be the responsibility of the Golf Course Contractor. The Golf Course Contractor has the right to work with all subcontractors to reduce or repair associated damage. Proper repair of subcontractor disruption is to include but not be limited too; removal of all objectionable material, holes, rnts or depressions; all associated disruption shaU be backfilled, smoothed and left in a condition that surface drains. All disruption shall then be prepped accordingly in anticipation for grassing operation. The Contractor has the· authority to enforce all subs to properly complete and clean up all associated areas of disrepair created by the Sub-Contractors work. All repairs and cost associated with repairs are that of the Contractor. Ovmer has not sub-contractor obligation or exposure to change-orders or cost over-runs. 2-03 Precautions The Contractor shall take all necessary precautions to prevent any damage to trees, foliage, plant material; the O\Vtlcr's property existing outside the areas of disrnption or adjacent private property. The Contractor shall immediately inform the Designer of any unforeseen conditions, which may affect the scope of construction under this division of specifications. 2-04 Protection of Wetlands Areas The Contractor shall exercise extreme care when working in areas adjacent to the designated environment sensitive areas, adjacent resort or neighboring property. The Owner at a rate applicable to the damage caused shall financially penalize any Contractor for activities, within these zones. It is the intent to maintain this zone, at this time, in its existing natural condition, free from penetration of construction equipment and protected from erosion of the nearby slopes. 2-05 Civil Site Works Protections and Precautions There is existing civil site infrastructure within the golf course property. This contains but is not limited too; drainage culverts; manholes; concrete storm pipes and conveyance methods; concrete headwalls; concrete inlet boxes; concrete outfall structures; powerlines; water lines; property walls, hmnels and other fonns of Civil infrastructure. 2-06 Civil Site Works Damages The Contractor is responsible for all damages associated with newly installed or existing site infrastructure caused directly by the Contractor. Contractor may utilize the Civil Site lnfrastrncture as part of their drainage installation work. All tie-in or repairs to the Civil Site Infrastructure is that of the Contractor and must be oflike materials and not compromise the integrity of the infrasbucture. All tie-in must be pre-approved by the Owner and/or Engineer to insure there is no change or comp!omise to storm water calculations. All precautions, protections and proper approvals are the responsibility of the Contractor. It is not the Owner's or the Designer1s intent to use the infrastructure but it if it deemed to help the overa11 project and be of sound constrnction o·r Engineering techniques then the Contractor can utilize. SECTION THREE: GOLF COURSE PROPER DRAINAGE AND "TOP SPOIL" MANAGEMENT 3-01 Scope Under this section, Contractor shall preform all Drainage operations in accordance with the "Eartlwvorks/Grading" plans, Drainage Plans or "Disruption" Plan. Top soil Management process will be as follows: The Contractor will strip and stockpile topsoil materials as indicated on the plans or outlined in the field. Top Soil management will be confined to areas related to feature construction. All top soil management and re-plating process will be the responsibility of the Golf Course Contractor. Re-plating will commence upon the completion of all infrastructure (drainage and irrigation) and as well as all shaping and feature construction operations. Golf Course Proper drainage methodologies are outlined below. All golf course drainage shall follow the below methodologies but may be accounted for in different line items within these specifications. AU internal feature drainage (greens, tees, bunkers and fairways) shall be accounted for in each of those individual line items as outline under each specified feature construction methodology. All other Golf Course Drainage consists of all drainage outside of each individual feature proper. Contractor is to account for drainage in this manner. The Contractor shall fumish all serviceS, labor, transportation, materials, "tools of the trade" and equipment necessary for the performance of these operations. 3-02 Intent and Definition The work under this section is intended to cover all soil management; to provide all trenching / fill requirements and associated rough grading necessary for subsequent construction and drainage of the golf course. The Contractor shall be required to rough grade the outlined areas whereby once complete the areas shall be turned over to the designated s11aping team to begin with the rough course shaping. * Note: As part of the Grassing Prep Specification the Contractor shall be responsible for the hauling and onsite disposal of all organic or rocky material generated during or in-conjunction with, the construction process. This is not to be considered bulk earthworks or top soil management. Organic or rocky material stockpile bury sites shall be efficiently located on the property to miriimize haul distance and to be utilized as golf course mounding. 3-03 "Top Soil" /"Sand-Cap"/ "Re-plating" Management Top soil/Sand-Cap/Re-plating management shall also include all managing of soils either stockpiled by the Contractor or located in stockpiles as delivered by outside sources or as required per the materials usage. Contractor shall be responsible for managing these soils during the entire construction process. This includes all waste, replacement of eroded "top soils" or any other instances where the top soil loss could take place. All hauling, dumping, spreading and prep of defined top soil procedures should be accounted for in each specific feature construction line item where applicable and accounted for differently than topsoil management. Re-plating shall be defined as a plating operation to any feature or feature surrounds whereby the material is taken from a. stockpile location, stripped 'locally' and placed within or around any golf course feature, this includes fairways, tees, greens, bunkers, native or out of play areas. 3-04 Golf Course Drainage Golf Course Drainage to be based on the Owner supplied Civil Engineers1 Approva1 of the Golf Course Storm Drainage Plan or the Designer supplied Golf Course Drainage Plans. All drainage shall be constructed to the Specifications provided. The Civil Engineer shall check all Golf Designer Plans as they relate to drainage. Any concerns and recommendations shall be forwarded to O\vner and Designer. *Note: TI1e Coritractor must clearly stake all drain lines immediately upon completion. Any unmarked damaged drain lines shall be the sole responsibility of the Contractor and all associated cost of the labor and materials to repair shall be that of the Contractor. A Trunk Lines, Rough and Out of Play Areas Drainage pattern of all "traditional" and "slit" drain lines shall be determined in the field by the Designer and Owner's Rep. All "traditional" plastic drain tile shall be N-12 WT, dual ,Yall as manufactured by Advanced Drainage Systems, Inc., (ADS) or approved equal. The appropriate matching fittings of the same manufacture shall be used to make joints and connections of the drain tile.·Four inch ( 4") and six inch (6") perforated drain tile shall be used to provide drainage throughout the golf course with the exception of2" 1s\it' ADS type perf. drainage to be used in the fairways. Six inch (6 11) solid, com1gated, plastic drain tile shall be used to convey drainage from interior greens drain systems to outlet source. Drainage from the green only is to be conveyed through this outlet. Designer and Owner1s rep shall have the opportunity to check all drain trenches, before the Contractor shall be authorized to place any drain rock or tile in the trenches. All trenches solid pipe must be a minimum of 16" deep after cleaning and below irrigation lateral lines. All spoils from the digging of drain trenches must be removed from the drain trench. The floor of drain trenches must be smooth, free from water holding pockets, and have a minimum slope of one half of one percent (0.5%). All drain tiles (perf.) shall be placed on a gravel bed with a minimum of 2" depth. The gravel in the drain lines shall be tested by a reputable soil testing lab to assure proper bridging sha11 occur between top mix and gravel. This gravel shall be specified upon approval of testing however, general guidelines shall place the gravel particle size betvveen 2mm and 6mm. After gravel bed has been placed in trench bottom, carefully lay drain tile in trenches, making sure to sufficiently cap all exposed ends. All connections in the drain network are to be taped together, using a standard duct tape. Re-survey the top of the drain lines to make sure that sufficient fall still exists in the trenches. Once tile is in place, backfill to the top of trenches with approved gravel as outlined in the material usage section of the spec. In case where perforated pipe is installed whereby existing grades shall be grassed and not require a specifically outlined "plating" material the contractor shall fill the trenches to 4" from the existing final grade. Then the Contractor shall add approved sand cap material. All material sha11 be lightly tamped to reduce any settling. Once completed the Contractor shall protect form erosion damage. Exit all drains into suitable sumps, lakes, constructed swales, or out of play areas not affecting playability and appearance of transition areas. If drain tile is to be 11 dead ended'1 into out of play area, immediately cover outlet with a wire mess. Mark exit drain with a stake for easy location. During the drainage installation process the Contractor may be required to cap or tie existing drainage into ( depending on viability and Designer/Owner1s Rep approval) or new drainage. Capping shall consist of; end caps, cement and/or expandable sealant depending on situation and water flow. B. Drainage -; "Traditiona1" Perf. All traditional perf drainage shall be 4" ADS type perf. drainage. The process shall match that of "Trunk Lines, rough and out of play areas" description in Section 3-05 A_(above) within this document. The only differences shall be the depth and width of the trench to hold the pipe and pipe material encasement. Maximum trench width shall be 6" with a minimum being 5". The minimum depth of the pipe trench shall be 12". The pipe shall be placed in the lower end oftl1e trench based on depth. A 12" deep trench shall have 2" gravel as a base then the drain tile shall be placed in the trench and totally encased gravel. No pipe shall be allowed to touch or ride up against any native soil. The pipe shall be capped with gravel up to 4" from the surface of the top of the subgrade or topsoil as outlined in the fairway prep process. Once the pipe is installed and successfully encased with gravel the Contractor shall cap the remaining 4" trench with a preapproved "plating" material. This capping material shall be the same material as defined and included in this document for Fairway ·"plating" I "capping" material. All drainage cap material shall be lightly hand tamped using a weight hand plant tamper to insure no settling occurs. No mechanical plate tamping shall be allowed on areas with perf. drainage with a top-mix cap. C. Drainage -"Slit" All "slit" drainage shall be "2" perf. type drainage. The process shall match that of"Traditional 4" perf' description (above) within this document. The only differences shall be the depth and width of the trench to hold the pipe and pipe material encasement. Maximum trench width sha11 be 5" with a minimum being 4". The minimum depth of the "slit" pipe trench shall be 12". A 12" deep trench shall have 2" gravel as a base then the drain tile shall be placed in the trench and totally encased gravel. No pipe shall be allowed to touCh or ride up against any native soil. The pipe shall be capped with gravel up to 4" from the surface of the top of th e subgrade or topsoil as outlined in the fairway prep process. TI1e Contractor shall cap the drain trench, this capping material shall be the same material as defined and included in this document for Fairway "plating" I "capping" material. APPROVED FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RC E ___ _ EXP _____ _ DATE REVIEWED BY: INSPECTOR DATE f-----1---+----· --------t--+---+--t-------1 I SH2E7ET 11 CITY OF CARLS BAD I ~==-':· ======P:=LA==N==N=l==NG=D==IV==IS::::l::::O=N====~· LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION CONSTRUCTION SPECIFICATIONS Q,"-1lSCMi4> • . ~. ~ ~#"S G RV~,t<l':f> .. ' ~~/ / . /. r.::. ~ ( ~1/'·\', ~r~ .. -" = .. ~-:.t.t· ..E_ 12-31-24 , tnonlDat ■ I (?. ]-11-23 1----+---+--~-----------t---+----;---+---7 1-AP_P_Ro_v_E~D~---4-~-------~··~--~eli'-"-"'-h=U~j'-l _PLANNING . 11 101~11 1530 FARADAY AVENUE. SUITE 100, CARLSBAD, CA 92008 {760) 931-0780 ,. FAX (760) 931-5744 '" info@planningsystems.net ~ "" . OWN BY: PROJECT NO. DRAWING NO. Hanse Golf Course Design ,~ o11oo; DATE INlllAL REVISION DESCRIPTION DATE INlllAL DATE INITIAL CHKD BY: ---LPC2023-0010 539-4M Malvern, PA L _____ ,:•'~''::".'.'.:"':'.:."~0~,••:.':::'~2~,~1~2~•~D~E~s:1G:N~ER::._::o~F~w:o~R:KL __ -,---~=..::__:_::_::..::__:__:_..::_ ______ ...Lo~T~H~ER:_:A:r:rR:o:v~AL:J_'.c~1T~Y:_:AP:P:R~o:v:AL~-=R=V:::W:::D::::::B:::Y::::::==:=:=..:=:::::C::::U:::P::2::0::2::3::·::0::0::0:::1=======::..l I All drainage cap material shall be lightly hand tamped using a weight hand plant tamper to insure· no settling occurs. No mechanical plate tamping shall be allowed on areas with perf. drainage with a top-mix cap. ' D. Drainage -"Seepage" All "seepage" drainage will be "AdvanEdge" 12" (12" x 2" wide) or Turf Drainage Co, of America equivalent -Waffle type drainage. The process will match that of "Trunk Lines, rough and out of play areas" description in Section 3-04 (above) within this document. The only differences shall be the depth and width of the trench to hold the pipe and pipe material encasement. Maximum trench width shall be 5" with a minimum being 4". The minimum depth of the AdvanEdgeffurfDrainage of America pipe trench shall be 30", The middle of the pipe shall be placed in the middle of the trench based on depth. A 30" deep trench will have 9" of a coarse sand as a base then the AdvanEdge/Turf Drainage of America drain tile shall be placed in the trench and totally encased in sand. No pipe will be a.lJowed to touch or ride up against any native soil. Once the pipe is installed and successfully encased in sand the Contractor wi1l cap the remaining trench with a preapproVed material. The Owner reserves the right to use a different sand material to cap the pipe if the situation presents itself. The pipe material encasement shall be 100% coarse sand which will be the same and tie-into the fairway plating/sand-cap material. This process ensures that the middle of the AdvanEdge/furf Drainage of America drain tile is directly in the middle of the trench. E. Drainage -"Solid" All traditional solid drainage shall be 4", 6" or larger ADS WT type solid drainage as outlined on the plans or by the Engineer. The process shall match that of "Trunk Lines, rough and out of play areas" description in Section 3-05 A (above) within this document. The only differences shall be the depth and width of the trench to hold the pipe and pipe material encasement. Maximum trench width for 4" solid pipe shall be 6" with a minimum being 5". The maximum trench width for 6" solid pipe shall be 10" with a minimum being 8", This ratio shall follow for all larger solid piping. The minimum depth of the pipe trench shall be 16" depth. Maximum pipe depth shall be based on site location, connection and tie-in points /basins, The floor of drain trenches must be smooth, free from water holding pockets, and have a minimum slope of one half of one percent (0.5%). All drain tiles shall be placed on the clean bottom trench. After trench bottom has been cleaned and resurveyed for proper fall the drain tile shall be carefully laid in trenches, making sure to sufficiently cap all exposed ends. All fitting connections in the drain network are to be taped together, using a standard duct tape. Re-survey the top of the drain lines to make sure that sufficient fall still exists in the trenches. Once tile is in place, backfill and compact native soils in 2 -8" lifts with the use of a mechanical ''elephant1s foot" type compactor. The top 4" of trenches shall be capped with an approved growing medium depending on the location of the solid pipe. All growing medium drainage cap material located in play or maintained turf area shall be lightly hand tamped using a weighted hand plant tamper to insure no settling occurs. No mechanical plate tamping shall be allowed on areas of maintained turf grasses. F. Drainage ~ "Basins" All drainage basins shall be installed at a depth to allow for the entire manufactured basin to rest comfortably in the ground without alterations. The basin shall have a minimum of 6" of a coarse sand or gravel encompassing the entire basin structure. The top 6" (inches) shall be a growing medium that matches the area in which the basin is located. This means all basin located with-in fairways shall have a sand-capped to mix that matches the sand sands as used for the fainvay contraction process. Same goes for the native areas whereby the top mix shall be 6" of native stockpiled soils. All drainage pipe shall be installed into the basin according to manufacture specs. Basin are to be "Penna-Basins" Turf Drainage of America of approved eq11ivalent. www.turfdrain.com l-800-999-2794 3-05 Acceptance of Work The condition of the work area from aesthetic, playability, and drainage standpoint shall be the determining factor as regards completion of work under this section. The Designer, Golf Course Superintendent and/or Ov\-'l1er's Representative shall make such determination on a hole- by-hole basis. Rough grading of earthwork areas shall be as shown on plan or as directed in the field, to achieve contours suitable for golf. Smooth, long, flowing lines with soft interrelated _ridges and swales free of any water hoJding pockets are expected. Upon completion of the cut and fill operation and acceptance by the Designer's and Project Manager, the "Shaping team" shall perform the rough grading work as directed by the Designer. 3-06 Precautions TI1e Contractor sha11 take all necessary and reasonable precautions to prevent any damage to existing trees, foliage, plant materials, existing infrastructure and other property of the Owner outside and inside the area of golf course work. Certain designated areas within the overall golf course boundary are to be left natural or considered off limits to the Contractor. Any such area disturbed by the Contractor shall result in a financial penalty starting at $1,000 US, plus the Contractor shall restore damaged area to its original condition at the Contractor's expense. The opinion of the Designer and Owner shall be final in determining acceptability of restored areas. SECTION FOUR: CONSTRUCTION OF GREENS, SAND BUNKERS, GRASSY HOLLOWS, REMOVAL OF LAKES/ BARRANCA CONSTRUCTION AND PLAY FEATURES 4-01 Scope Under this section work consists of the construction of greens, bunkers, grassy hollows, barranca and play features as indicated on the Drawings or specified herein and as directed in the field by the Designer. The Contractor shall furnish a11 services, labor, materials, transportation and equipment necessary for the performance of these operations. Plus, the Contractor shall be responsible for providing the Designer's and Shaping Team with equipment to perform shaping operations. The equipment, maintenance and fuel to be provided, has been spelled out in the General Conditions Portion of this document. NOTE: The Designer and Owner's shall be using a separate designated "Shaping Team" ("As Defined" in this document) to complete all rough shaping operation to the greens, bunkers, as well as, the rough shaping of the green surrounds and any play feature as needed. Plus, the Shaping Team shall be responsible for all craftsmanship work related to the art and architectural aspects of the design. Contractor shall be providing the equipment required to complete all services associated with the Shaping Teams scope of work, as indicated in General Conditions of this document. 4-02 Intent lt is the intent to construct, develop and finalize the above features in the locations as indicated on the drawings, sketches and field staking as directed by the Designer. The Designer reserves the right to alter the design or shape of any green, bunker, grassy hollow, or play feature where, in the opinion of the Designer, such alteration is in the best interests of the total golf course design. Contractor shall do their portion of the alterations at the Designer's direction and at their own expense. NOTE: The Designer's and Shaping Team have the right to re-work features as often as necessary in order to obtain the artistic and playing characteristics they require without limitation. This shall be evident within the bunker complex and surrounds. Shaping changes are to be considered unlimited until final sign-off by Architect prior to beginning the actual green, bunker, hollow or play feature constrnction process. 4-03 Architecture Cut/Fill Basic cut/fill operation includes the placement of fill and stockpiles according to Plans and Specificatio.ns, and as directed in the field by the Designer. Areas where features are to be cut or shaped from the site shall be pre-worked by heavy equipment in order to facilitate subsequent shaping operations. The Earthwork requirements are spelled out in detail in Section 3 of this document. It shall also be part of the Contractors duties to maintain any stockpiles and their surrounds in a cleanly manner. 4-04 Construction of Greens Complexes *Note -Greens will be constructed as using "USGA" construction methods. New Greens A. Base/Sub-grade Shaping for newly constructed greens The Designated Shaping Contractor shall handle all rough shaping on the green sites and the Designer shall perform all final sub-grade shaping of putting greens. Contractor is to supply to Designer and Designated Shaping Team all necessary equipment for shaping of all green sub-grades as mentioned in section -General Conditions of this document. The Shaping Team shall be responsible for all rough shaping operations associated with the greens and shall prepare the green sites for the Designers to begin their green operations. Sub-grades shall be final graded to be exact in appearance to the final contours of the green. Designer shall take responsibility for ensuring that contours arc as intended, and that grades in the sub-grade and as a result in the final grade, shall be sufficient for providing adequate pin positions and putting interest. Upon completion of sub-grade shaping, Designer shall present completed 12" shell to Contractor for construction of the greens. Contractor shall assume responsibility for properly constructing greens to said specifications, and matching all contours as shaped by Designer. B. Sod Removal/Mix Excavation Contractor is to remove all greens sod from the existing putting surfaces prior to excavation of the existing greens mix. The Owner wishes to use the top 8-1 0" of greens mix excavation and separate out to be used as tee mix for the project. The removal of all sod from the greens shall be done with a mechanical sod cutter hand walking sod cutter and shall be scraped off and removed by hand. NO mechanical scraped off or track machine use will be allowed on the greens proper. Contractor shall then excavate the green cavity using a small excavator, CAT 307, or approved equivalent (NO track skid-steer style loaders or Dozer type machines ,,·ill be allowed) to a depth of 8"-10". Old greens mix will be stored in a centrally located stockpile area agreed upon by the Contractor, Designer and Superintendent. Upon completion of old greens mix removal the contractor will carefully removal aII gravel and existing drain tile to insure there is no remaining drain gravel left in the green shell. Once the green is properly dismantled) surrounding sod is removed and related rough earthworks completed the Designer's will begin the green shaping process. C. Wicking Barrier and Locator ¥/ire After sub-grade has been shaped by the Designer; dozer tracks are smoothed out by the Contractor and shell walls are hand edged by the Contractor the Designer or Superintendent will approve th·e shell floor. Once approved the Contractor must install a wicking barrier and green edge locator wire, around the wall of the shell. TI1e wicking barrier must be composed of an approved geotextile fabric of at least 5mm thickness, and the locator wire must be copper 14-gauge poly coated for future location of the green perimeter. D. Drainage Drainage pattern of greens shall be detennined in the field by the Designer and Contractor. All drainage patterns must include a herringbone pattern with lateral lines no farther than twelve feet (12') from one another. "Smile" drains must be located along the low point of all surface drained areas on the green. All plastic drain tile shall be N-12, dual wall as manufactured by Advanced Drainage Systems, Inc., (ADS) or approved equal. The appropriate matching fittings of the same manufacture shall be used to make joints and connections of the drain tile. Four inch ( 4") perforated drain tile shall be used to provide drainage within the greens this includes the main tmnk line which shall be six inches (6") perforated corrugated, plastic drain tile (ADS). A continuous four inch (4") perforated loop drain must be located along the entire surrounding edge of the green. The continuous loop must be 12" from the green edge. All plastic drain tile shall be N-12 WT, dual wall as manufactured by Advanced Drainage Systems, Inc., (ADS) or approved equal. The appropriate matching fittings of the same manufacture shall be used to make joints and connections ·of the drain tile. Green's Drainage is estimated at 14% of the total greens square footage. A six inch (6") (160mm) solid, corrugated plastic drain (ADS) shall be used to convey drainage from Green interior drain systems to outlet location. Drainage from the green only is to be conveyed through this outlet. Exit green drains into suitable sumps, lakes, constructed swales, existing or existing Civil Site Infrastructure works or out of play areas not affecting playability and appearance of transition areas. All green outlets shall require an average distance of 500 ft. If drain tile is to be 11dead ended" into out of play area, immediately cover outlet with a plastic field outlet. All green exit drains must be carefully marked using GPS immediately upon installation. Mark exit drains with a stake for easy location. Designer shall have the opportunity to check all drain trenches, before the Contractor shall be authorized to place any drain rock or tile in the trenches. All trenches must be a minimum of 8" (200mm) deep after cleaning. All spoils from the digging of drain trenches must be removed from the green shell. The floor of drain trenches must be smooth, free from water holding pockets, and have a minimum slope of one half of one percent (0.5%). All drain tiles shall be placed on a gravel bed with a minimum of2"(50mm) depth. The gravel in the drain lines shall be tested by a reputable soil testing la b to assure proper bridging shall occur between top mix and gravel. This gravel shall be specified upon approval of a top mix for the greens; however, general guidelines shalI place the gravel particle size between 2mm and 6mm. After gravel bed has been placed in trench bottom, carefully lay drain tile in trenches, making sure to sufficiently cap all exposed ends. All connections in the drain network are to be taped together, using a standard duct tape. Re-survey the top of the drain lines to make sure that sufficient fall still exists in the trenches. Once tile is in place, backfill to top of trenches with approved gravel. Each green complex is to be fitted with one "blow outn drain, exiting the main line to the rear of the green. As this drain leaves the green shell, it is to be constructed of four (411) (120mm) inch solid, corrugated, plastic drain tile. It is to be capped and marked \vith metal for future location. Contractor is required to provide the Owner with GPS as built drawings of all drainage systems including but not limited to pipe sizes, lengths, origins, locations and destinations. E. As-Built Drainage Drawings For all putting greens and involved drainage systems, the Contractor shall employ GPS technology to carefi1lly outline the basic shapes of the green complex (putting surface, surrounds and bunkers), illustrating the locations of all drain lines, clean-outs and their termination points. Illustrations must be forwarded to the Designer and Owner. * NOTE -All as-built drawings must be completed and attached to each applicable invoice for the billing period of the completed greens. No greens construction shall be approved for payment or deemed complete unless an accurate and final as-built drawing has been submitted. F. Gravel Layer Upon approval of installation of green's drainage, Contractor is to install 4" gravel layer in green shell. Gravel is to be provided and stockpiled onsite by the Contractor and delivered to site from an off-site source. Gravel is to be tested by a reputable testing finn, to insure proper bridging between gravel and green top mix. Testing is to be done at Contractor's expense; based on the Approved Material Usage list supplied by the Owner and part of the Contractors on-going Quality Control Measures (QC). All materials to be supplied by the Contractor. Gravel is to be stockpiled on site, in a location to guarantee minimal contamination of gravel through loading procedures and is to be delivered to the green cavity by Contractor using dump vehicles that can handle the terrain and shall minimize damage to the golf course. Contractor is to spread the gravel to an even and unifonn depth of 4" over the sub-grade and drainage in the green shell. The depth is to be constantly probed by a laborer to insure an accurate depth. The gravel is to be spread by a small (360 degree) Track Hoe machine to minimize movement over the gravel layer and to minimize compaction of the gravel layer. NO DOZER SPREADING OF GRAVEL TO BE ALLOWED, The final grade of the gravel layer is to be achieved by hand raking to insure the gravel layer matches exactly the sub-grade as provided by the Designer. Designer is to provide final acceptance of the gravel layer, before moving on to spreading of root zone mix. G, Greens Top Mix The Contractor shall supply the top mix for the greens via the Owner1s approved material list as part of the Material usage list. A reputable soil-testing lab to insure proper drainage, organic matter quantities, particle size and bridging capabilities with sub-surface drainage shall test the top mix, The final approval and specification of the top mix shall be tl1e responsibility of the Owner but MUST be maintained through the process by the Contractor based on their Quality Control (QC) measures. The testing shall be at the Contractor's expense. At the discretion of the Owner and Designer, mineral or fertilizer amendments may be added prior to seeding/sprigging at Owner's expense. Owner shall supply fertilizer amendments and manpower to install. Designer's shall lightly cultivate into the top few inches of the greens mix profile as part of their final float. All cultivating shall be done with the use of a JD 1200A Sandpro, only, Prior to installing the top mix, Contractor shall check the accuracy of all grading stakes. Top mix for greens shall be delivered from an on-site stockpile directly to the green shell for dumping. Prior to dwnping, Contractor and Designer shall select the most suitable area for entering and exiting the green complex. All traffic from trucks to and from the green shall be res tricted to this area, in order to minimize the area of compaction around the green shell. All top mix shall be dumped from the periphery of the green only; no trucks are pennitted into the shel1, or onto the spread top mix. The top mix is to be spread on the green with a small dozer (D-4 or smaller), or a small 360 Track Machine and a laborer is to continually probe the top mix to check for unifonn coverage. Top mix is to be spread at a uniform compacted rate, over the sub-grade and subsurface drainage. Top mix shaII be lightly compacted, during the installation process, over the sub-grade and subsurface drainage. The Contractor shall use a plate compactor and water to ensure all greens surrounds are properly compacted and all settling is eliminated. It is the Contractor's sole responsibility to sufficiently removal air pockets from top mix, This can be achieved through use of a laborer and a hose to help increase moisture levels while another laborer plate compacts the top surface of the greens mix. Top mix is to match exactly the contours of the subg:rade, and is to blend seamlessly into the surrounds of the putting surface. Contractor is responsible for checking al1 grades consistently during the top mix to insure that they match the intended final grades for the green. After the Irrigation Contractor has completed his work, the Contractor shall be given the opportunity to accept the work area, or he shall be given an opportunity to apply for relief from excessive damages caused by the Irrigation Contractor. It is the responsibility of the Contractor to return the contours of the green complex area to the original contours, which the Designer shaped. If the Contractor is unable to replace the features to the satisfaction of the Designer and the Designer deems it necessary to replace by reshaping them personally, the Contractor and Irrigation Contractor shall be charged two hundred dollars ($200 US) per hour for the Designers time to reshape the features. Payment shall be withheld from the final payment of the respective Contractors. The Architect and Owner have the right to ask the Contractor for unlimited hand rework of any area until 100% percent satisfaction is achieved in matching the subgrade ,vith the final installed mix. The Contractor must insure the mix is within 1/4" tolerance of final mix depth prior to handing off to the Designer's for final float. Once this is achieved and verified by the Contractor the greens shaII be turned back over to the Designer's for the final greens float process. H. Fine Finish Grade Prior to final floating and planting the O\vner shall apply an approved starter fertilizer and necessary amendments as provided by the Owner on the putting surface with a rotary type spreader at a rate applic,:ible for the particular fertilizer as directed by the Designer. The Designer shall then till the fertilizer and amendments into the upper profile of the green's mix using the John Deere 1200a. The Designer shall make his final inspection of the putting surface, which shall be considered an essential step in the construction of all features. Final 11floating 11 of all greens is to be perfonned by Designer and Shaping Team on equipment provided by Contractor. The Contractor shall work in conjW1ction with the Designer to final grade the immediate 20' of the green surrounds and adjacent golf features. The green construction and adjacent 20 feet of prep work are to be considered part of the greens construction process and shall be accounted for in the manner. These tie-in operations are as important to the Architecture of the green as the internal contours. Once the greens have been final raked and the green surrounds are approved by the Designers, then the entire area shall be turned over to the Owner supplied Sub-Contractor for the grassing operation. I. Preparation for Planting Upon completion of final float of green and tying in of surrounding contours, Conh·actor shall lay sod on all disturbed areas around the outside of the green, taking care to 11cut in" the turf so that the turf is flush with the final green contour, The Contractor shall be responsible to prep 201(500mm) of the green surrounds to sufficiently accept the laying of turf as detailed in the specifications and particular attention should be given to relieving the effects of compaction in the area where top mix was dumped into the green shell. On slopes that drain onto the putting surface, a barrier of silt fence shall be erected in the turf to prevent any rw1offfrom reaching the putting surface. After stabilizing the smrounds, Contractor shall sprig the green with approved certified grass. Prior to p1anting, the Contractor under this section shall communicate with the Owner and Designer for the purpose of coordination and verification that all areas delineated by Designer to be planted in turf and affected by the decision to proceed with planting are ready for and that adequate preparations for watering have been made. When planting has taken place, Owner shall ensure that watering commences immediately. Once a11 final approvals to putting surface are given the Green shall be ready for grassing. All grassing to be the responsibility of the Owner supplied Contractor and based on rates and methods outlined in the Grassing portion of these Specifications. J. Grow In Watering The Owner is to be notified immediately upon completion of any planting of any area to assume the responsibility of grow in watering, as watering and/or maintenance are not part of this Contract. All grow-in operations are the responsibility of the Owner. Designer can assist Ovmer in establishing proper watering procedures, quant ities of applied water, time periods of watering and any other pertinent factors to provide the finest possible growth of the turf grass without, however, assuming any direct responsibility for growth of turf grass. The Contractor, without incurring further responsibility, shall notify, advise and/or recommend to the Ovmer alternative procedures should the Owner1s efforts be found in error or generally not favorable to proper and accepted growing in procedure. 4-05 Shaping of Greenside and Fairway Bunkers The Shaping Team shall be responsible for rough shaping of the bunkers HGCDI shall be responsible for all final/ fine shaping • and/or shaping edits. Contractor has NO shaping exposure or obligations. A Earthwork In preparation for shaping of new bunkers, all screened or existing top-layer/'top'-soils should be stripped and removed from an : area as indicated in the field by the Designer. If additional fill is required to do the shaping, the contractor will be required to haul : "clean" fill to the area which will be accounted for as Architectural Cut and Fill. All shaping materials will be free of large size rocks ! and placed in Designer determined locations by the contractor as outline in the topsoil management and cut fill sections of these : specifications. All new bunkers shall be rough shaped by the Architect or Designated Shaping Team on equipment provided by the • C6ntractor. Any excess fill or overburden shall be set aside by the Designated Shaping Team and hauled away by the Contractor. ' B. Bunker Shaping, Craftsmanship and Construction , Upon completion of shaping by the Shaping Team, the Designer or shaping team shall final shape bunkers to the desired effect. ; Once the Designers have completed the final shaping process the bunkers shall be turned over to the Shaping Team and Contractor's , bunker crew, to perform the craftsmanship portion of the process, The Contractor shall supply a small crew of 4 or 5 laborers and 1 i foreman/operator, (unless the contractor deems it necessary to add more in order to maintain the construction schedule) to be part of ; the bunker construction crew. This crew shall work directly with a Shaping Team supervisor to execute the bunker craftsmanship. : The amount of hand labor shall be quite excessive, so it cannot be stressed enough that the time needed to complete this process shall 1 be quite extensive. All internal contours of the bunker shall be completed by hand with use of shovels and rakes and a small • mini-excavator to help expedite the process. All interior surfaces of the bunker shall be graded to a smooth finish, with a slope i following the shape as constructed by the Designer. The floors of the bW1ker may need to be tamp with a vibrat01y plate tamper to ; finn the floor and prevent erosion. Designer shall paint final edge of bunker in the field, and a shelf of 6" in depth shall be cut by '. hand immediately below this line to promote a clean edge between sand and turf> and also promote stabilization of the top layer of • sand. C. Revetting of Bunkers As part of the craftsmanship, the bunkers shall be revetted with a stacked sod wall, up to 6 rows. Revetting of bunkers shall be carried out by an assembled bunker crew (Shaping Team supervisor and Contractors construction crew), under the guidance and : approval of the Designer. The designers shall indicate the number of sod rows that shall be revetted throughout the bunker. A small : shelf shall be cut into and along the Designers painted line at a depth of 6". This shelf shall be the base to help support the revetting. ' Sod strips shall be cut into 4" wid ths and laid out across the established shelf. Each sod strip shall be sod stapled with several staples . to help create a solid "wall", A thin layer of soil shall be added in between each layer of sod and the sod revetting could be upwards of6 layers. As part of this process the Contractor shall be responsible to immediately sod (one row) around the bunker surroW1ds to 1 minimize erosion or sod revetment collapse. Contractor shall lay the sod perpendicular to the bunker revetment. The sod shall : slightly overhang th e edge, whereby, the contractor shall hand tear the sod edge. No cutting instruments shall be allowed on the sod ! edging where it meets the revetment edge. This helps to ensure that a detailed classical evolved look is achieved. Once the sod i revetting is completed the bunkers shall be turned over to the Contractor to complete the drainage, final prep and sand installation. Drainage shall immediately follow the sod revetment process. It is to be done in this order to eliminate contamination to drainage i caused by the revetment and sod process. The Contractor shall be responsible for purchasing all materials (sod), associated sod 1 staples (the : number of staples needed cannot be underestimated) and all "tools of the trade." 300 sq, ft. of sod is estimated PER BUNKER for i the revetment process. D. Drainage of Bunkers and Grass Hollows The drainage of bunkers and grass hollows shall be perfo11ned by the Contractor and shall be similar to the subsurface of the greens. The same materials and procedures arc to be used, with the exception of the gravel. The gravel for these tile lines shall also require testing by a reputable soil-testing lab to insure proper bridging between the gravel and bunker sand. The drainage for bunkers , and grass hollows may exit into a nehvork of drain lines coming from other bunkers and grass hollows. However, they must not be . interconnected with drain lines exiting from the putting green. The drainage lines from bunkers and grassy ho11ows shall exit into ; suitable sumps, lakes, constructed swales, sumps or out of play areas. Grass hollows shall surface drain to a low point as directed by : the Designer so that runoff may be captured in a small catch basin which has been provided with a minimum size plastic gi"ate. All : decisions are subject to approval by Designer. Internal bunker drainage must be included in the bunker construction number : all outfalls shall be used in the drainage line item number. Contractor is asked to use 10% of the bunker sq. ft. for allotment : of internal bunker drainage. E Drainage Methodology , The floor of the bunkers must be smooth and free from water-holding pockets. The Designer shall designate the access and : egress into the bunkers by the machinery Upon completion of the tee cavity clean-up, the contractor shall be responsible to fill-in . any voids that occurred during construction. Once the bunker meets the approval of the Designer the Contractor shall install i drainage. Drainage pattern of bunkers shall be determined in the field by the Designer and Contractor. All drainage patterns may • include a hen-ingbone pattern with lateral lines no farther than fifteen (12') feet from one another. "Smile" drains may be located i along the low point of all surface drained areas on the tees, as required due to field orientation. All plastic drain tile shall be N-12 WT dual-wall as manufactured by Advanced Drainage Systems, Inc., (ADS), or approved equal. The appropriate matching fittings of the same manufacture shall be used to make joints and connections of the drain tile. Four inch ( 4") perforated drain tile shall be used to provide drainage within the tees. Designer shall have the opportunity to check all drain trenches, before the Contractor shall be authorized to place any drain : rock or tile in the trenches. All trenches must be a minimum of 8" (200mm) deep after cleaning. All spoils from the digging of drain trenches must be removed from the bunker floor. The floor of drain h·enches must be smooth, free from water holding pockets, and have a minimum slope of one half of one percent (0.5%). All drain tiles shall be placed on a gravel bed with a minimum of . 2" (50mm) depth. The gravel in the drain lines shall be tested by a reputable soil testing lab to assure proper bridging shall occur ! between the bunker sand and gravel. This gravel shall be specified upon approval of the Billy Bunker liner requirements and bunker : sand; however, general guidelines shall place the gravel particle size between 2mm and 6mm. Billy Bunker may be used as a bunker i liner as priced as an option along with Capillary Concrete. ------------- After gravel bed has been placed in trench bottom, carefully lay drain tile in trenches, making sure to sufficiently cap all exposed ends. All connections in the drain network arc to be taped together, using a standard duct tape. Once tile is in place, backfill to top of trenches with approved gravel. All drainage installation should follow the same techniques as outlined for the greens construction in-regards to trench and pipe insta11ation. All internal bunker drainage shall be included in the bunker construction number at a rate of10% of total bunker square footage. All outfall drain lines beyond the bunker proper edge shall be accounted for in the separate drainage line under "Golf Course Drainage" and included in the drainage plan. Once the bunker meets the approval of the Designer, the Contractor shall be instructed to install the Approved Liner. F. Approved Growing Medium Application and Final Prep Prior to, during or after the completion of the drain installation process the Contractor shall be responsible for reapplication of an onsite or pre-approved outsourced growing r'nedium and final prep. 1Topsoil", "re-plating" or "capping"·material shall be defined as stockpile materials, either native soils stockpiles onsite as part of the Contractors Work or imported soils delivered and stockpiled in a central location. All soils shall be loaded, hauled and spread in the adjacent bunker and feature surrounds. Soils shall be spread to a prescribed 3" depth. Contractor shalt include 201 (feet) of all bunker surrotmds prep and growing medium work in the bunker construction number. "Topsoil", "re-plating" or "capping1 prep is to be treated in a similar fashion to the "Fairway Seedbed Prep" Specifications section of this document. Finish grading shall be performed to achieve contours suitable for golf and to provide for surface drainage. Smooth, flowing lines with soft, interrelated peaks and va11eys are sought. G. Grassing All sprigging, seeding and sodding preparation and planting shall be according to the guidelines laid out in the Grassing section of this document and the Grassing plan. Contractor may need to apply additional material as needed on bunker faces or sun-ounds if these areas have washed out. All bunker sun-ounds should be hand raked and the final shape of the bunker finished by hand labor in order to gain as traditional an appearance as possible. All disturbed areas to be prepped and sodded around the bunkers at a minimum of 20 '(feet) to preserve the bunkers Architectural intent. The seedbed prep of these areas must be considered part of the bunker construction line item number and accounted for in this manner. In the case of wash outs that may occur to the bunkers and adjacent 201 of surrounds, the Contractor shall be responsible to repair any damage that may occur from storms 1mtit first mowing. Once all final approvals to bunkers are given the surrounds shall be ready for grassing. All grassing to be the responsibility of the Contractor and based on rates and methods outlined in the Grassing portion of these Specifications. H. Sand Installation Sand for bunkers shall be supplied and stockpiled onsite by the Contractor. TI1e Contractor shall load and haul this sand from the stockpile location throughout the golf course site and stockpile in the bunkers prior to sodding of the bunker banks. Sand is to be retained in one or more stockpiles in bunkers to be spread to an even depth of 6" ( compacted to 4" or 5") by Contractor after turf has established. The depth of the sand at the bottom of the bunker shall be the prescribed depth and tapering to nothing at the vertical edge of the bunker. Prior to sign off by the Designer the sand must be tamp with the same vibratory plate tamper used in the preparation of the bwlker floor. I. As-Built Drainage Drawings Similar to the putting greens, the Contractor shall carefully GPS the basic shapes oftl1e bunker complex, illustrating the locations of all drain lines, clean-outs and their termination points. Illustrations in a form acceptable to the designer shall be forwarded to the Designer Owner. All as-built drawings must be submitted and approved prior to the approval for payment of the designated bunkers. All bunker calculations for invoice, payment approvals and contract tracking shall be done with OPS. Must be accounted in this manner for scorecard and final closeout. A 4% curvature factor may be applied to each bunker to allow for sand flashing and bunker contouring. J. Responsibilities Upon satisfactory completion of planting of any green, tee sand bunker or grassy hollow, the maintenance of such features, including watering and fe11ilizing, becomes the responsibility of the Owner under his proper watering and fertillzation management program set up to establish the new turf. Acceptance of any area associated with greens, tees, bunkers or grassy hollows shalt remain the responsibility of the contractor until the fi rst mowing and each individual hole is walked and insure, by the Contractor, that all areas are I 00 % complete and void of any defects or deficiencies. Both the first mowing and 100% completion of all works including punch-list by contractor must be completed before the feature or hole is deemed turned over to the Owner. All erosion damage repairs are to be the obligation of the Contractor until the turn over is finalized. As part of the bunker and liner option construction, Contractor shall be responsible for following and obtaining manufacture specifications and warranties for all liners. K. Precautions The Contractor shall take all necessary precautions to prevent any damage to existing trees, foliage, plant materials and other property of the Owner outside the area of work under this Section. Any existing tree designated by the Desi"gner to be saved shall not be banned in any way. If damage occurs due to Contractor1s work under this section, the Contractor shall be penalized finm1cially at a rate to be detennined by the Owner and Designer. All construction and access roads shall be located as designated by tl,e Designer and Owner. The Contractor acknowledges that other construction work on the golf course shall be in progress at the time of the work under this Section, and he agrees to coordinate.his work so as to reduce interference with or delay of other such work. 4-06 Option One The Owner and Designer would like the Contractor to bid, as an option (1), Better Billy Bunker liner as indicated below. In the Bid Line Items please separate out only the price for the installation of the liner which shall be counted as an option or alternative to the base bid. Contractor to supply all materials. Contractor shall be or shall provide a Certified Installation Sub-Contractor to supply and spray polymer according to current manufacture specifications. Current manufacture specs and installation videos can be found at www.billybunker.com Contractor will only be required to install Billy Bunker on 70 percent of the bunker total square footage. Liners will only be incorporated on the bunker faces and will tie into the drain lines located at the base of the sand face. The remaining 30% will be Geotech fabric by Dewitt Company https://www.dewittcompany.com/product/dwg200-series/ A. Liner installation -Better Billy Bunker -As part of the bunker construction, Contractor shall be responsible for over excavating the floor of the bunker for the installation of the "Billy Bunker" lining system B. Liner installation -As part of tl1e bunker construction, Contractor shall be responsible for over excavating the floor of the bunker and the installation oftl1c Geotcch lining system. A separate but similar style and thickness liner fabric or mesh will be used over the drain lines. This liner will be determined at a later date. • APPROVED FOR PLANTING INCLUDING ONLY, PRECISE LOCA TION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP, ____ _ DATE REVI EWED BY, INSPECTOR DATE The Contractor shall hand water the greens thoroughly to provide the proper consistency for the designer to effectively float the green. Greens shall be floated with a John Deere 1200A mechanical bunker rake and make available a rear mounted 6011 field finisher attachment, as indicated in section 1-34 ("General Conditions"), Designer shall float green to insure final contours are as designed, shall probe green to insure consistency of depth for top mix and shall survey the final contours to insure proper drainage ·and pin positions. The Designer shall consider greens ready for planting after his completion of final float, which also includes hand raking or coco matting of the entire green surface. 1---+---+-----------+--+--+-----+----i I SH2E8ET 11 CITY OF CARLSBAD I . PLANNING DIVISION . ~L=A=N=os=c=A'...'.P:::E===IM:::P::R::O=VE====M==E::N:::T =P==L=A=N==s=F==o==R=, ======~ PS PROJ. NO. 210613 □~~~~~; t □ m:! II July 11, 2023 LAND USE/ COASTAL PLANNING LANDSCAPE ARCHITECTURE-LA/113900 POLICY AND PROCESSING ENV!R.ONMEKTAL 111TICATION 1530 FARADAY AVENUE. SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (760) 9 31-5744 • info@pla nningsyslems.net Hanse Golf Course Design Malvern, PA I Expiration Date: 12-31-24 OMNI LA COSTA DRIVING RANGE EXPANSION CONSTRUCTION SPECIFICATIONS l---+---+--·. ____________ +----+---+---+---tl-AP_P_Ro_v_ED~:~==~~'.4--l..fll~ .. ~-,,,,_ ___ e....,,.uM-U~3-I .PLANNING ~ . DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIP TI ON OTHER APPROVAL I OWN BY: DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. LPC2023-0010 CUP2023-0001 DRAWING NO. 539-4M 4-07 Option Two The Owner and Designer would like the Contractor to bid, as an option (2), Capillary Concrete liner as indicated below. Contractor to supply all materials. Contractor shall be or shall provide a Certified Installation Sub-Contractor to install (if required by the Manufacture) according to cunent manufacture specifications. Current manufacture specs and installation videos can be found at www.capillaryconcrete.com Contractor will only be required to install Billy Bunker on 70 percent of the bunker total square footage. Liners will only be incorporated on the bunker faces and ,,,m tie into the drain lines located at the base of the sand face. The remaining 30% will be Geotech fabric by Dewitt Company https://w,vw.dewittcompany.com/prodllct/dwg200-series/ A. Liner installation -Capillary Concrete Construction Specifications -As part of the bunker construction, Contractor shall be responsible for over excavating the floor of the bunker for the installation of the "Capillary Concrete" lining system. B. Liner installation -As part of the bunker construction, Contractor shall be responsible for over excavating the floor of the bunker and the installation of the Geotech lining system. A separate but similar style and thickness liner fabric or mesh will be used over the drain lines. This liner will be determined at a later date. C. Contractor must manage the timely deliveries of the Capillary Concrete. All responsibilities of schedule time lines and delays associated with Capillary Concrete are the responsibility of the Contractor. 4-08 Removal of Existing Lakes and Construction of Barrancas The Contractor will be responsible to "remove" existing lakes in anticipation of turning the lake areas into Barrancas. A minimum of one month prior to arrival and start of construction the owner ,viii drain the lakes in an effort to help dry out the Jake bottoms. Through hauling and incorporating of dismantled overburden the contractor will be required to mix existing lake organics with overburden materials. The contractor will also be required to "flip" materials and create stockpiles in an effort to "dewater" and create a suitable subgrade for barranca construction. Once the suhgradcs are dry the Designated Sub-Contractor will begin the shaping operation. The contractor will be required to tie-into and extend drain lines as well as drain the barranca proper. Contractor shall anticipate the need to remove and bury some of the saturated soils from the lake bottoms. These soils ,,ill be buried in localized bury pits throughoui: the property. These materials will be considered "architecture cut and fill" and tracked as such. Once the lake area works are completed the Shaping Team shall be responsible for rough shaping of the Barranca's, HGCDI shall be responsible for all final/ fine shaping and/or shaping edits. Contractor has NO shaping exposure or obligations. The intent is for the barranca's to take on a natural rough and rugged feel but yet playable. Exposed sand, islands of grass (both native and turf), areas ofrevetment, planted shrubs and trees (by others) along with various shaped cham1els and depressions. The amount of hand work cannot be underestimated. A. Earthwork In preparation for shaping of the barranca, all screened sands (if required) should be stripped and removed from an area as indicated in the field by the Designer. If additional fill is required to do the shaping, Designer shall direct Contractor to dump till in the area to be shaped, in a quantity sufficient to achieve the aesthetic and playable characteristics necessary for the bunker. A11 shaping materials will be free of1arge size rocks and placed in Designer determined locations by the contractor. Any excess fill or overburden shall be set aside by the Designated Shaping Team and hauled away by the Contractor. B. Barranca Shaping, Craftsmanship and Construction Upon completion of shaping by the Shaping Team, the Designer or shaping team shall final shape Barranca to the desired effect. Once the Designers have completed the final shaping process the bananca shall be turried over to the Shaping Team and Contractor's bunker crew, to perform the craftsmanship portion of the process. The Contractor shall supply a small crew of 4 or 5 laborers and 1 foreman/operator, (unless the contractor deems it necessary to add more in order to maintain the construction schedule) to be part of the barranca detail constmction crew. This crew shall work directly with a Shaping Team supervisor to execute the craftsmanship. The amount of hand labor shall be quite excessive, so it cannot be stressed enol1gh that the time needed to complete this process shall be quite extensive. All internal contours of the barranca shall be completed by hand with use of shovels and rakes and a small mini-excavator to help expedite the process. All interior surfaces of the barranca shall be graded to a smooth finish, with a slope following the shape as constructed by the Designer. The floors of the bunker may need to be tamp with a vibratory plate tan1per to firm the floor and prevent erosion. Designer shall paint final edge ofbarranca in the field (where the . barranca meets important play features), and a shelf of 6" in depth shall be cut by hand im-mediately below this line to promote a clean edge between sand and turf, and also promote stabilization of the top layer of sand. C. Revetting of Barranca edges As part of the craftsmanship, the bunkers shall be revetted with a stacked sod wall, up to 6 rows. Revetting shall be carried out by an assembled barranca detail crew (Shaping Team supervisor and Contractors constrnction crew), under the guidance and approval of the Designer. The designers shall indicate the number of sod rows that shall be revetted throughout. A small shelf shall be cut into and along the Designers painted line at a depth of 6". This shelf shall be the base to help support the revetting. Sod strips shall be cut into 4" widths and laid out across the established shelf. Each sod strip shall be sod stapled with several staples to help create a solid "wall". A thin layer of soil shall be added in between each layer of sod and the sod revetting could be upwards of6 layers. As part of this process the Contractor shall be responsible to immediately sod ( one row) around the revetted surrounds to minimize erosion or sod revetment collapse. Contractor shall lay the sod perpendicular to revetment The sod shall slightly overhang the edge, whereby, the contractor shall hand tear the sod edge. No cutting instruments shall be allowed on the sod edging where it meets tl1e revettrnent edge. This helps to ensure that a detailed classical evolved look is achieved. Once the sod revetting is completed the barranca shall be turned over to the Contractor to complete the drainage, final prep and sand installation. Drainage shall immediately follow the sod revetment process. It is to be done in this order to eliminate contamination to drainage caused by the revetment and sod process. The Contractor shall be responsible for purchasing all associated sod staples (the number of staples needed cannot be underestimated) and all "tools of the trade." 5,000 sq. ft. of sod is estimated for the barranca revetment process. D. Drainage of Barranca The drainage ofbarranca shall be performed by the Contractor and shall be similar to the "Drajnage of the Bunkers and Grass Hollows" outlined in the above specification section. Internal barranca drainage must be included in the barranea construction number all outfalls shall be used in the drainage line item number. Contractor is asked to use 8% of the barranca sq. ft. for interna] barranca drainage. Drainage type will be split between traditional perf. drainage and "seepage" drainage as outlined in section 3-04. Drainage will be split 611/0 - 4'' perfand 2% "seepage". E. Approved Growing Medium Application and Final Prep Prior to, during or after the completion· of the drain installation process the Contractor shall be responsible for reapplication of an onsite screened sand or outsourced growing medium and final prep. 'Topsoil", "re-plating" or "capping" material shall be defined as stockpile materials, either native soils stockpiles onsite as part of the Contractors Site Work or imported soils delivered and stockpiled in a central location. All soils shall be loaded, hauled and spread in the adjacent bunker and feature surrounds. Soils shall be spread to a prescribed 6" depth. Contractor shall include 20' (feet) of all barranca surrounds prep and growing medium work in the barranca construction number. "Topsoil", "re-plating" or "capping' prep is to be treated in a similar fashion to the "Fairway Seedbed Prep" Specifications section of this document. Finish grading shall be performed to achieve contours suitable for golf and to provide for surface drainage. Smooth, flowing lines Vvith soft, interrelated peaks and valleys are sought. F. Grassing All sprigging, seeding and sodding preparation and planting shall be accorWng to the guidelines laid out in the Grassing section of this document and the Grassing plan. All barranca surrounds should be hand raked and the final shape of the bunker fmished by hand labor in order to gain as natural an appearance as possible. The seedbed prep of these areas must be considered part of the barranca construction line item number and accounted for in this manner. In the case of wash outs that may occur to the barranca's and adjacent 201 of surrounds, the Contractor shall be responsible to repair any damage that may occur from storms until first mowing. Once all final approvals to ban·anca1s are given the surrounds shall be ready for grassing. All grassing to be the responsibility of the Owner supplied Contractor and based on rates and methods outlined in the Grassing portion of these Specifications. G. Sand Installation Sand for barranca's shall be supplied and stockpiled onsite. The Golf Course Contractor shall load and haul this sand from the stockpile location throughout the golf course site and stockpile in tl1e bunker floors prior to sodding of the barranca banks. Sand is to be retained in stockpiles in the barranca and to be spread to an even depth of 6" (compacted to 4" or 5") by Contractor after turf has established. The depth of the sand at the bottom of the barranca shall be the prescribed depth and tapering to 6" at the vertical edge of the bunker. Prior to sign off by the Designer the sand must be tamp with the same vibratory plate tamper used in the preparation of the bunker floor. H. As-Built Drainage Drawings Similar to the putting greens, the Contractor shall carefully OPS the basic shapes of the barranca complex, illustrating the locations of all drain lines, clean-outs and their termination points. Illustrations in a form acceptable to the designer shall be forv,rardcd to the Designer Owner. All as-built drawings must be subinitted and approved prior to the approval for payment of the designated bunkers. SECTION FIVE: CONSTRUCTION OF TEEING GROUNDS, AND FAIRWAY EXPANSIONS 5-01 Construction of Teeing Grounds A. Dase Construction -New The shape, size and exact location of the tees shall be determined in the field by the Designer based upon the Plans, field direction from the Designer and local topography. The Shaping Team shall complete the rough shaping of any new tees. The Designer shall advise the Shaping Team whether multiple tees, split level tees or one extended surface is to be constructed on each tee site. After the tee complex is initially shaped, Designer shall inspect and issue instructions for re-shaping until the desired effect is achieved. It is imperative that the teeing surface blends seamlessly with the surrounds. The Shaping Team shall leave a base pad subgrade or blend the tees into "out ofplaf' surrounds to ensure the tie-in locations of tee sand capping matches the rough/native grass line and previously capped areas. In some instance the Contractor's shall need to carefully excavate and "clean-up" the tee subgrade of across the entire base of the tees. The same care shall be given to the tees as with the greens. It is the Designer's intent to maintain the existing tees unique slope and character NOT create new flat rw1away tees. Once the shaping and he sub-grade clean-up is complete and the desired effect for the complex is achieved, the Contractor shall ensure the tee cavity floor shall have a 1/2% pitch (min.) and 1.1/4% pitch (max) in a11 "tee proper" locations. All "tee proper" locations shall be marked by the Designer. All "non-tee proper" areas within the tee complexes shall be follow the shaped ground contours whereby the Contractor shal! "clean up" all sub-grade floors. The floors of the tees must be smooth and free from water holding pockets. Earthwork will follow the same protocol as the Architecture cut and fill process as well as other feature construction activities. B. Drainage Methodology The floor of the tees must be smooth and free from water holding pocket,;;. The Designer shall designate the access and egress to the tee complex by the machinery. In some case the spoils from the tee cavity can be incorporated into the tee complex, upon direction of the Designer. Upon completion of the tee cavity clean-up, the contractor shall be responsible to fill-in any voids that occurred during construction or changes to the angle or. orientation of the tees. Once the tee cavity and complex meet the approval of the Designer the Contractor shall install drainage within the tee cavity. Drainage pattern of tees shall be determined in the field by the Designer and Contractor. All drainage patterns may include a herringbone pattern with lateral lines no farther than fifteen (151) feet from one another. "Smile11 drains may be located along the low point of all surface drained areas on the tees, as required due to field orientation. All plastic drain tile shall be N-12 WT dual-wall as manufactured by Advanced Drainage Systems, Inc., (ADS), or approved equal. TI1e appropriate matching fittings of the same manufacture shall be used to make joints and connections of the drain tile. Four inch (4") perforated drain tile or Multi-flow Vertical pipe shall be used to provide drainage within the tees. Designer shall have the opportunity to check all drain trenches, before the Contractor shall be authorized to place any drain rock or tile in the trenches. All trenches must be a minimum of 12" deep after cleaning. All spoils from the digging of drain trenches must be removed from the tee shell. The floor of drain trenches must be smooth, free from water holding pockets, and have a minimum slope of one half of one percent (0.5%). All drain tiles shall be placed on a gravel bed with a minimum of 2"(50mm) depth. The gravel in the drain lines shall be tested by a reputable soil testing lab to assure proper bridging shall occur between top mix and gravel. This gravel shall be specified upon approval of a top mix for the tees; however, general guidelines shall place the gravel particle size between 2mm and 6mm. After gravel bed has been placed in trench bottom, carefully lay drain tile in trenches, making sure to sufficiently cap all exposed ends. All connections in the drain network are to be taped together, using a standard duct tape. Re-survey the top of the drain lines to make sure that sufficient fall still exists in the trenches. Once tile is in place, backfill to top of trenches with approved gravel. All drainage installation should follow the same techniques as outlined for the tee construction in-regards to trench and pipe installation. All internal teeing grounds drainage shall be included in the tee construction number at a rate of 10% of total tee square footage. All outfall drain lines beyond the tee proper edge shall be accounted for in the separate drainage line under "Golf Course Drainage" and included in the drainage plan. Once the tee cavity and complex meet the approval of the Designer, the Contractor shall be instructed to install the tee top mix material. C. Installation of Tee Mix Once the drainage is completed the contractor will install 6" of onsite recycled greens mix from a central stockpile. All tee top mix shall be located in stockpiles with-in a central dump location whereby the contractor has stockpiles from the recyc1ed greens mix as part of their dismantling duties, Once the tee sub-grade process is complete and approved by the Designers, the Contractor shall be responsible for installation of tee mix. A reputable soil-testing lab to insure proper drainage, orgafUc matter quantities, particle size and bridging capabilities with sub-surface drainage shall test the top mix. The final approval and specification of the tee mix sha11 be the responsibility of the Designer and Owner. Prior to installing sand and tee top mix, Contractor shall check the accuracy of all grading stakes. Prior to filling the tee cavity, Contractor and Designer shall select most suitable area for entering and exiting the tee complex. All traffic from trncks to and from the tee shall be restricted to this one area, in order to minimize the area of compaction around the tee sunounds. All top mix shall be dumped from the periphery of the tee only; no trucks are permitted into the shell, or onto the spread top mix. The sand and top mix is to be spread on the tee with a small dozer (D-4 or smaller), or a small 360 Track Machine and a laborer is to continually probe to check for uniform coverage. The top mix will be spread at a uniform rate of6" (each) over the sub-grade and blend seamlessly into the immediate surrounds or tie-in to a newly constructed tee edges, fairways, adjacent greens or "out of play" areas. Contractor is responsible for checking all grades to insure that they match the intended final grades and are free of any water holding pockets. Upon completion of top mix installation, the Contractor shall laser grade the tees. The final top surface must be smooth, free from water holding pockets, and match the sub-grade profile. As a general rule the tee top mix shall be a slope of one half of one percent (0.5%) to one and one-quarter percent (1.25%). Direction(s) to be determined in the field by Designer's. The Designer wishes for the tee tops to fall in various directions and match as close as possible to the shaped sub-grade. In-order to maintain this design intent the Designer wishes to laser grade the tees with the use a sand-pro. All grades shall be checked to ensure no water holding pockets with a laser device or 4' digital level. Once the tee grading is completed the Contractor shall insure all surfaces are free of water holding pockets, prior to grassing, On certain instances the approved teeing complex shall be turned over to Shaping Team to complete tie-in operations. The tie-in operations shall occur on tees that are part of a preceding holes approach or collar area. These tees are meant to be low profile and feel as they are part of a larger natural landscape. The Shaping Team shall "marry" the play area from the preceding hole into the tees. Once the Shaping Team has completed the tie-in operation, the tees shall be turned back over to the Contractor to final prep for grassing. D. Fine Grading of the Surface and Surrounds The Contactor shall grade the final surface of all tees. The tee shall be smooth and straight, free from all water holding pockets. The final surface shall be slightly pitched in various directions, which shall match existing subgrades or be detemrined in the field by the Designer and Contractor. The pitch shall be no less then .5% and no greater then 1.0% and unifonn throughout the surface of the tee. The finish grade of all tee surfaces shall be constructed using a top mix of 6" (compacted to 6") of clean top mix. The clean top mix shall blend evenly around all sides of the tee. TI1e immediate swrounds shall blend seamlessly into the existing rough, fairway or adjacent areas. Where required, the Contractor shall need to create a "notch" on the tee surface edge to prepare for the sod operation. The "notch" shall be a depth that mirrors the thickness of the sod in order to create a smootl1 and consistent transition between the tee turf and surrounding sod area. All other areas outside the tees shall be the Contractor1s responsibility and fall under out of play/natiVe grass preparation guidelines. E. Size All tees shall be configured as per drawings. Size shall vary and shall be subject to field direction from the Designer. Site conditions at each tee box may dictate tee size changes. F. Side Slopes and Shoulders Side slopes shall blend smoothly into surrounding contours and may vary slightly. It is our goal to tie into the existing grades while making the tee landforms appear as natural as possible. There shall be extra emphasis given to this operation and shall require proper attention from contractors. Designer shall provide direction in the field for each specific tee complex. G. Drainage of Tees Occurring Against Embankments \Vhere tees occur as a tenace against a slope, swales sha11 be provided along the side(s), to prevent flow of water across the tee surface. H. Preparation for Planting Bermuda grass shalt be sprigged on the tee surfaces and Bermuda grass shall be sodded on the tee surrounds where applicable as feature preservation sod, Prior to grassing, the Contractor shall be required to hand rake the tee surface or smoothly "coco mat" in order to remove final imperfections. Upon completion of the raking and prep operation the Contractor shall notify the Designer and Project Manager at which point the Project Manager and Contractor will notify the Grassing Sub-Contractor to begin the grassing operation. Once all final approvals to Tees are given they shall be ready for grassing. All grassing to be the responsibility of the Owner supp1ied Sub-Contractor and based on rates and methods outlined in the Grassing portion of these Specifications. lt is the contractor's responsibility (through their supplied small crew) to make sure any disturbance caused by the sod or sprig installation equipment or crew is returned to "approved" conditions prior to completing the process. All damaged or disturbed areas must be hand raked and free of any water holding pockets or non-maintainable "ridges". If these areas go undetected prior to the installation of the sod or sprigs, the Contractor shall be required to remove the grass and properly grade the areas. PS PROJ. NO. 210613 July 11, 2023 1 All disturbed areas around the tees, bunkers, greens, and grassy hollows shall be sodded, in order to protect these seeded areas i from erosion with a minimum of 5 yards of sod. ' i When planting has taken place on any of the tees, Owner shall, after acceptance of area, ensure that grow.:.in shall commence as : required, and that proper maintenance practices for the area are followed. ' ! 5-02 Construction of Fairways and Fairway Sub-Drainage Installation ' i A. General Content I Under this section work consists of the performance ofFainvay Expansion Construction, Sand-capping and fairway drainage. I Contractor is to furnish all labor, materials, transportation and services relating to the perfonnance of fainvay construction, 'sand-capping, final grading, tying in operations, seedbed preparation and grassing in accordance with Drawings, specifications and direction of Designer. Contractor is also charged with the responsibility of preserving all previous work and natural areas in regards to quality, aesthetic character and shall repair and restore to the satisfaction of the Designer and Owner any and all areas to their original :condition that have, in their opinion been disturbed. : It is the intent to perform sand-capping, drainage and fine grading operations to achieve the required golf playing values and :fine aesthetic appearance and to provide complete surface drainage, as may be determined during construction. The Designer !reserves the right to alter the design or shaping, where, in the opinion of the Designer such alterations is in the best interests of the ~ tota1 golf course design. The Contractor at the Designer's direction at no additional cost shall do such alterations to the Owner and ;without limitation. B. Acceptance from Irrigation Contractor After the Irrigation Contractor has completed his work, the Contractor will be given the opportunity to apply for relief from excessive damages to the work area, under the general terms of these specifications. It is the responsibility of the Contractor to return ;the contours of the fairway areas to their original contours. If the Contractor is unable to replace the features to the satisfaction of the 1Designer and the Designer deems it necessary to replace by reshaping them personally, the Contractor and Irrigation Contractor will :be charged two hundred dollars ($200 US) per hour for the Designers time to reshape the features. Payment shall be withheld from !the final payment of the respective Contractors. ! C. Removal of Grass, Weed and Other Plant Material ; All areas of work under this section, which are covered with grass, whether original or re- grown after other previous work ;under this Contract, shall be removed by spraying, tilling and stripping and/ or other suitable means at the direction of the Designer. All growth shall be removed and disposed in bury pits or as directed and approved by the Owner's or Designer. Owner and Designer have to right to have the Contractor apply chemical means (non-selective herbicide) to remove all unwanted vegetation. 'D. Rough Shaping and Grading 1 Shaping Team will be rough all fairway sub-grade areas. Rough shaping of fairway areas shall be accomplished through the use :of small dozers (Caterpillar D4 or equivalent) or excavators w/ "knuckle buckets" (CAT312 or equivalent). Once the rough shaping is completed the area will be turned over to the Contractor to complete the sub-grade "clean-up" operation. Similar to the tees and approaches "clean-up" process the Contractor will rough grade the fairway areas to create a finished grade '.free of all drainage pockets and inconsistencies that would trap surface water. E. Fairway Drainage: "Traditional" and "Seepa!le" (I) "Traditional" -All traditional fairway drainage will be 4" ADS type perf. drainage. The process will match that of "Trunk Lines, rough and out of play areas" description in Section 3-05 A (above) within this document. The only differences shall :be the depth and width of the trench to hold the pipe and pipe material encasement. Maximum trench width shall be 6" with a :minimum being 5". The minimum depth of the pipe trench shall be 24". The pipe shall be placed in the lower end of the trench based 'on depth. A 24" deep trench will have 2" gravel as a base then the drain tile shall be placed in the trench and totally encased gravel. :~o pipe will be allowed to touch or ride up against any native soil. The pipe will be capped with gravel up to 4" from the surface of the top of the subgrade or topsoil as outlined in the fainvay prep process. Once the pipe is installed and successfully encased with gravel the Contractor will cap the remaining 4" trench with a preapproved "sand capping/plating" material. This capping material will be the same material as defined and included in the material usage section of this document for Fairway "plating" I "capping" material. Contractor to account for 60 percent of fairway drainage to be 'traditionar drainage. (2) All "seepage" drainage will be "AdvanEdge" 12" (12" x 2" wide) or Turf Drainage Co. of America equivalent -Waffle type drainage. The process will match that of"Trunk Lines, rough and out of play areas" description in Section 3-04 (above) within this document. The only differences shall be the depth and width of the trench to hold the pipe and pipe material encasement. Maximum trench width shall be 5" with a minimum being 4". The minimum depth of the AdvanEdge/Turf Drainage of America pipe trench shall be 30". The middle of the pipe shall be placed in the middle of the trench based on depth. A 30" deep trench will have 9" ofa coarse sand as a base then the AdvanEdge/furf Drainage of America drain tile shall be placed in the trench and totally encased in sand. No pipe will be allm,,,ed to touch or ride up against any native soil. Once the pipe is installed and successfully encased in sand the Contractor will cap the remaining trench Vvith a preapprovcd material. The Owner reserves the right to use a different sand material to cap the pipe if the situation presents itself. The pipe material encasement shall be l 00% coarse sand which will be the same and tie-into the fairway plating/sand-cap material. This process ensures that the middle of the AdvanEdge/TurfDrainage of America drain tile is directly in the middle of the trench. Contractor to account for 40 percent of fairway drainage to be 'seepage1 drainage. 5-03 Sand-cap Installation Methodology Once the shaping operation, irrigation and drainage has been installed and the fainvay area has been cleaned and presents a composition that satisfies the Designers and Owners, the Contractor shall begin hauling of sand to the entire golf cowse area. Sand will be spread to a consistent depth of 6-7" throughout the entire golf course play areas to include; tees, approaches, fairways and maintained rough as outlilled in the plans. The sand-cap material will be spread using a D-4 Dozer, track machine excavators or Designers approved alternative process. The Contractor shall continually probe to ensure a consistent 6"-7" depth is spread across all play areas. The out of play areas immediately surrounding the roughs will be considered a transition area whereby sand will be spread into native soils or tie-into a 6"-7'' hard edge as created by the Contractor. This will help to ensure proper tie-in. The sand cap will blend smoothly from the fainvay and rough sand cap elevation or smoothly out into the native areas or tie into the 6"-7" "hard edge". In the case of the hard edge contractor must install a drain line a minimum of 121' from the hard edge. This will ensure that there is proper water movement between existing rough grass growing medium, newly created fairway soil profile and surrounding native grasses. D. Once the sand cap process is completed and approved by the Designer's and O\Vller's Project manager the Contractor shall perform all finish grade work to the playable areas with the use of tractors and drag mats or sand pros with drag mats. The final finish surface shall be free of all water holding pockets; match shaped sub-grade to a ½" tolerance and removal of all imperfections in finish grade that will lead to scalping with mowers. Upon completion of finish grading, Designer and club will inspect the fairway area and will be responsible for approving the condition of the fairway area prior to grassing of fairway. Project Manager reserves the right to have the fairway area re-worked until it meets his satisfaction without limit. 5-04 Fine Grading of the Surface and Surrounds The Contactor shall grade the final surface of all fairways. The finish grade of all fairway surfaces shall be const:"ucted using a seedbed layer of imported sand cap material. The "sandcap"/"plating" material shall blend with the immediate surrounds and blend seamlessly into the existing rough, fairway, approaches, green, bunkers or "out of play" areas. Where required, the Contractor shall need to create a ''notch" at the surface edge to prepare for the sod operation. The "notch" shall be a depth that mirrors the thickness Of the sod in order to create a smooth and consistent transition between the approach final grade and surrounding sod area. ! A. Size All fairways shall be configured as per drawings. Size shall vary and be subject to field direction from the Designer. B. Preparation for Planting , The Contractor shall be sprigging the fairways. Prior to grassing, the Contractor shall be required to hand rake the approach ~urface and sun-ounds in order to remove final imperfections. ----------·· ...... ~ ·------ - -------- Bermuda grass shall be sprigged on the fairways and Bermuda grass shall be sodded on the fairways surrounds where applicable as feature preservation sod. Prior to grassing, the Contractor shall be required to hand rake the fairway surface or smoothly "coco mat" in order to remove final imperfections. Upon completion of the raking and prep operation the Contractor shall notify the Designer and Project Manager at which point the Project Manager and Contractor will notify the Grassing Sub-Contractor to begin the grassing operation. Once all final approvals to approaches are given they shall be ready for grassing. All grassing to be the responsibility of the Contractor and based on rates and methods outlined in the Grassing portion of these Specifications. SECTION SIX: SOIL RECOND1TIONING AND SEEDBED PREP OF GOLF PROPER OUT OF PLAY OR l\' ATIVE AREAS FOR SPRIGGING, SEED1NG AND/OR SODDING 6-01 Scope Under this sect10n work consists of the performance of the following. Contractor is to furnish all labor, transportation and services relating to the performance of final grading, tying in operations, soil reconditioning and seedbed prep of all disturbed or undisturbed soils either out of play/ native areas; designated portions of slopes of tees and greens that have not receive d a sand-capping or re-plating of imported materials. AH work to be done in accordance with Drawings, specifications and direction of Designer. Under no terms shall any work related to this section or any final prep associated within the specification allow the use of a box blade or skid steer loaders. No box blades or track skid steer loaders shall be permitted use in any prep or final conditioning of any soils or features. 6-02 General Under this section, the Contractor has the responsibility of development of all items indicated in the above Scope (6-01) and to complete the golf course satisfactorily to the Designer. Contractor is also charged with the responsibility of preserving all previous work and natural areas as regards quality and aesthetic character and shall repair and restore to the satisfaction of the Designer, Superintendent and Owner any and all areas to their original condition that have, in their opinion been disturbed. It is the intent to perform the soil reconditioning operations to achieve the required golf playing values and fine aesthetic appearance and to provide complete surface drainage, as may be detem1ined during construction. The Designer reserves the right to alter the design or shaping, where, in the opinion of the Designer such alterations is in the best interests of the total golf course design. 6-03 Limits of Work Limits of work under this section are as indicated in the Plans, which may be generally described as including all golf course areas or "out of play"/native anticipated to be turfed. Or in areas of slopes, adjacent to features, that shall not be receiving any sand-cap of plating materials, out of play areas. It is the intent of these specifications that all fainvays, tee, approaches and immediate roughs shall be top~soiled with onsite stripped and stockpiled material. All bunker surrounds shall be plated with stockpiles of onsite stripped topsoil. It will be these areas which shall require soil reconditioning. It must be recognized that the lines on the Drawings indicating boundaries may be altered in the field under Designer1s field direction, and in this case, the preceding paragraph shall apply to the field adjusted boundaries. 6-04 Acceptance of Work by Irrigation Contractor After the Irrigation Contractor has comp"!eted his work and the work has been duly approved and accepted by the Designer, the Contractor under this Section shall be given the opportunity to apply for relief from excessive damages to the work area, under the general terms of these specifications. 6-05 Removal of Grass, weed and Other Plant Material All areas of work under this section, which are covered with grass, whether original or re-grovm after other previous work under this Contract, shall be sprayed with a "non-selective Herbicide" type grass eradication spray, removed by tilling and stripping and or other suitable means at the request of the Contractor and approved by the Owner, Superintendent, and Designer. All growth shall be removed and disposed ofor incorporated with the underlying native soil to establish a suitable seedbed, or in the case of heavy growth unsuited for such incorporation, shall be completely stripped and disposed of as approved by the Owner, Superintendent and Designer. 6-06 Soil Reconditioning Based on weather and updated schedule the Contractor shall begin the soil reconditioning preparation of soil. Contractor with the use of a "Blecavator", "Rototiller" or "Rotodarin''-type machine shall incorporate all remaining biomass to a depth of 4". Soil shall be tilled to a level that sha1I promote proper grading. Once the area has been ti1led to a depth and composition to satisfy the Designer, Superintendent and Project Manager then the Contractor shall begin grading·of"tilled" areas. Contractor shall ensure that no disruption shall occur to the remaining soil profile or existing sub-grade. Finish grading shall be performed to achieve contours suitable for golf and to provide for surface drainage. Smooth, flowing lines with soft, interrelated peaks and valleys are sought. As deemed necessary by the Designer, the Contractor shall perform cuts and fills with a small dozer to achieve the desired flow and roll to the contours related to the rough grading. All finish grading shall be complete by use of tractor with drag chains, sand pros· or through handwork. No box blades or skid steer loaders shall be allowed. All finished grades shall provide for proper surface drainage and achieve contours and shapes suitable for golf purposes. 6-07 Tie In Operations It sha11 be the responsibility of the Contractor to tie together all work under related sections. The bottoms of slopes from all features must blend harmoniously with surrounding terrain, including native transition areas. The spoils from irrigation installation operations and depressions from the settling of trenches must all be eliminated. All Contractor1s work shall not be accepted until the Designer has approved such work. 6-08 Seedbed Preparation A. Scarify all areas for planting to a depth of seventy-five millimeters (75mm) prior to fine finishing work and if deemed necessary by the Designer, repeat scarification as many times as necessary until a satisfactory seedbed has been attained and approved by the Designer. Areas that have been exposed to heavy traffic shall require deep chiseling or sub-soiling to a depth no less than three hundred millimeters (300mm). Areas to be planted include all areas developed in this section, B. All (objectionable material) rocks, stones, sticks, brush, roots and other organic or native material which might reasonably interfere with the formation of a finely pulverized seedbed, impair seeding or create future problems for maintenance shall be removed from the soil. All stone not removed under previous sections and down to twenty-five millimeters (25mm) in diameter in size shall be removed from the top seventy-five millimeters (75mm) of seedbed, except as directed otherwise by Designer. All such material shall be disposed ofby burying or dumping in areas designated by Designer and Owner. Acceptable methods for removing undesirable materials from the soil shall be through use of power rake, rock hound or other similar implements. Screening of organic material and high percentage of objectionable material during ·all construction phases shall be an acceptable method for removing undesirable materials. APPROVED FOR PLANTING INCLUDING ONLY, PRECISE LOCATION OF PLANTING AREA. 11AS BU IL T11 RCE __ _ EXP. _____ _ DATE REVIEWED BY, IN SPECTOR DATE l--+---+-----------+---+--+---------t---l I SH2E9ET 11 CITY OF CARLS BAD I . PLANNING DIVISION . ~LA=.;N~DS~C~A~P;;E~IM~P~R~O~VE;;::;M~E~NT~P~L=A~N~S::::F~O~R~: =====~ OMNI LA COSTA - DRIVING RANGE EXPANSION CONSTRUCTION SPECIFICATIONS -~l\llSCMie ,m ~6G••V~ ,. /1-Jlc 111 ~ ('> 1i,·w-1" !i(~ /..,1:..fu " .. --l----+---+---------------+----+----+----+---11 -AP-PR_o~v~,....,D'I--: ~'-'::_','4'J_1.0,_pt,;,-~· <~•-=----~8-/4~"/~z:~~1 II PLANNING SYSTEMS LAND USE / COASTAL PLANNING LANDSCAPE ARCHITECTURE-LJ.63900 POLICY AND PROCESSING ENVIRONMENTAL MITIGATION 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 ~ ,k • '\ 'i'..,;l,-;.,t .PLANNING -'-ff . Hanse Golf Course Design ~~:~ DATE INITIAL • DATE INITIAL DATE INITIAL g~~D B~~: ---LP~~b~~'.o~~b DRAWING NO. DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP2O23-OOO1 539-4M (760) 931-0780 • FAX (760) 931-5744 • info@planningsyst,.ms.net Ma~ vem, p A L------~•:::•p~lc:::o;:tiQ;::o~D::o:::":' ~12~3~1 ~2~•J.:::::_:_:::i ____ ,-1~-=-~=-=--::.:~-=-~-~~-----J_::_'.:,'.~.'.'.'.::::'.'.'.:.1~~'.,_'.==:~r::::::::::::::::::::::::::::::.-=============-=======J Scattered rocks or stones below twenty-five millimeters (25mm) in size do not impede the fonnation of a satisfactory seedbed1 . provided they are not concentrated in any one area. Concentration in excess of 20% by volume of any one random sample is not acceptable. Such areas must either be re-worked or covered with suitable topsoil. The Contractor under this section shall remove the windrows of rock and or other debris left at the tie in points of features or native areas. The Designer or Owner may utilize glacial rock of unique quality in areas determined in the field. Specialty rockwork is not a part of this Contract. C. All areas to be planted shall be graded and floated. Care should be taken to protect all established contours and existing vegetation in transition areas. All necessary soil amendments as determined by Project Manager or Owner shall be tilled into seedbed prior to seeding and worked to a consistent profile of seventy-five millimeters (75mm). D. All areas shall be machine or hand Worked to eliminate objectionable lumps and soil clods as deemed necessary by Designer. Tillage shall include the removal of all tire tracks or ruts, areas of compaction or erosion and any other undesirable soil conditions that would prevent the proper formation of a finely pulverized seedbed as directed by the Designer. E. Undulations and unsightly variations in grade that shall not permit the use of normal mowing equipment without scalping or missing shall be eliminated. The final seedbed sha11 be smooth in all appearances and shall promote the establishment of proper turf grass and resultant lies for the playing of golf. 6-09 Planting of Golf Cour·se Feature Surrounds A. Designer shall have the opportunity to inspect all areas of the golf course immediately prior to planting and shall reject the work if, in his opinion, the feature surrounds do not meet the standards and requirements of this section, or if in his opinion, there are any obstructions that shall interfere with the formation of a satisfactory seedbed. Fertilization requirements are to be determined on site, based on soil conditions, as determined by Designer and Owner. C. Planting is to be done when climatic conditions are favorable for gromh. A day or time of day must be selected with wind conditions that permit an even distribution. Should inclement weather or other natural causes result in the deterioration or washout of the transition area and prepared seedbed area prior to planting, the Contractor shall, at the request of the Designer, rework the area of planting when practical to do so and to whatever degree necessary, to regain its original satisfactory condition as specified herein, at no additional cost to the Owner. After planting has occurred Contractor shall be responsible for repairs to any severely washed out areas up to the second mowing of the turf. D. Except as othenvise directed, no planting shall be done until the irrigation system is complete and operable. E. Prior to planting, the Contractor under this section shall communicate with the Owner for purposes of coordination and verification that all areas affected by the decision to proceed with planting are ready for same and that adequate preparations have been made for watering newly planted areas. F. A minimum width of sod (as defined in each feature construction spec) or as directed in the field, shall be placed around all tees, greens, bunkers, grassy hollmvs, catch basins, and in areas needing slope stabilization. G. After seedbed preparation and acceptance by the Designer and planting of any feature surrounds the watering and fertilization becomes the responsibility of the Ovmer under the proper watering and fertilizing maintenance program set up for the establishment of new turf. Designer shall assist Owner in establishing proper watering procedures, quantities of application of water, time periods of watering and any other pertinent factors to provide the finest possible growth of grass without, however, assuming any direct responsibility for growing in of grass. 6-10 Haul Road Repair Contractor shall be responsible to eliminate all haul roads as part of the process regardless of the haul road locations. All hauls shall require compaction elimination; re-grade; soil reconditioning; hauling in of prescribed re-plating or sand capping materials; seed bed prep and all grassing. Grassing of all haul roads eliminated after the grassing dates shall be sodded (by others). The compaction shall be eliminated by the use ofripping to a depth of 12". This shall be done with rippers on a dozer in two dil'ectlons or by the use of an excavator. The excavator shall flip over the soils to depth of 12" making sure that all soils are flipped and slightly re-packed to ensure no settling shall occur. Once finished with the elimination of compaction the contractor shall follow the specs for ?ach stage of the process as defined as well as each area of the golf course the haul roads fall within. 6-11 Tie In Operations It shall be the responsibility of the Contractor to tie together all work under related sections. The bottoms of slopes from all features must blend harmoniously with surrounding terrain, including native transition areas. The spoils from irrigation installation operations and depressions from the settling of. trenches must be eliminated and the Contractor's work shall not be accepted until the Designer has approved such work. SECTION SEVEN: GOLF COURSE GRASSING 7-01 Scope The Contractor will be responsible for sod, sprigging (traditional or sod to sprigs), hydroseeding, grassing installation and any other typical grassing operations. Owner, through their maintenance staff, will be responsible for all bent grass seeding activities (greens) and amendment application. Contractor will be obligated to notify and organize communication with the Nursery on schedule and delivery dates with assistance from the project manager, superintendent or owner's representative, as needed. The contractor is required to handle all sod revetting work as indicated in the bunker and barranca construction specifications. 7-02 Methodology A. Once all final approvals to approaches are given they shall be ready for grassing. All grassing to be the responsibility of the Contractor and based on methods outlined in the Grassing portion of these Specifications. Planting applications are to be conducted under favorable climatic conditions to ensure uniform distribution and coverage. It is the contractor's responsibility to make sure any disturbance caused by the sod or sprig installation equipment or crew is returned to ''approved" conditions prior to completing the process. AH damaged or disturbed areas must be baud raked and free of nny water holding pockets or non-maintainable "ridges". If these areas go undetected prior to the installation of the sod or sprigs, the Contractor shall be required to remove the grass and properly grade the areas. B. Designer, Superintendent and Owner's Project Manager shall ha~e the opportunity to inspect Jll areas of the golf course work immediately prior to planting and shall reject the work if, in his opinion, the feature surrounds or prep work do not meet tl1e standards and requirements of this section, or if in his opinion, there are any obstructions that shall interfere with the fonnation of a satisfactory seedbed. C. Planting is to be done when climatic conditions are favorable for growth. Should inclement weather or other natural causes result in the deterioration or washout of the prepared seedbed area prior to planting, the Contractor shall rework the area of planting when practical to do so and to whatever degree necessary, to regain its original satisfactory condition as specified herein, at no additional cost to the Owner. D. Except as othenvise directed, no planting shall be done until the irrigation system is complete and operable. E. Prior to planting, the Contractor under this section shall communicate with the Owner for purposes of coordination and verification that all areas affected by the decision to proceed with planting are ready for same and that adequate preparations have been made for watering newly planted areas. F. A minimum width of twenty feet (20') of sod shall be placed around all tees, greens, bunkers, grassy ho11ows, catch basins, and in areas needing slope stabilization or as indicated in the plans or directed in the field. G. After seedbed/sprig/sod preparation and acceptance by the Designer and planting of any feature surrounds the watering and fertilization becomes the responsibility of the Owner under the proper watering and fertilizing maintenance program set up for the establishment of new turf. Project Manager and Designer shall assist Owner and Golf Course Superintendent in establishing proper watering procedures, quantities of application of water, time periods of watering and any other pertinent factors to provide the finest possible growth of grass without, however, assuming any direct responsibility for growing in of grass. SECTION EIGHT: CART PATH MANAGEMENT 8-01 Scope Under this section, the Contractor shall furnish all labor and equipment to cut-in and grade cart paths base, install aggregate base ( 4") for new path system/service road additions and repairs. All subgrade work shall confonu to applicable standards and compaction from the CDOT (California Department of Transportation). The Owner-will provide Licensed California Engineer to provide all cart specifications and make required site inspections. 8-02 General The Contractor shall, at all times, keep labor and equipment on the job in sufficient numbers to meet the goals of the construction schedule. The Owner will have the right to order that additional labor/or equipment be placed on the job when, in his judgment~ progress on the cart path construction work is behind schedule. Contractor shall be flexible in scheduling of this cart path work. Exact locations of each type of work on the paths have not been determined and will be further defined in the fi eld. Locations of the various types of work will be clearly marked and discussed with Contractor during construction prior to work in each area. Qmrntities listed on bid fonns are not final and may be adjusted in the field as necessary. For the most part, cart paths will be eight feet (8'), however, exact width will be determined in the field. 8-03 Protection of Grade ,vork The Contractor shall be responsible for protecting all grade work and features from washing and eroding. The Contractor shall take additional steps as nccessaiy to prevent erosion during the construction. Such additional measures are to be reviewed with Project Manager prior to their initiation. All such measures are to be at the Contractor's expense. ---~ ---- - 8-04 New Paths A. Cart Path Subgrade The centerlines of new ca.rt paths will be flagged by the Designer on the site prior to the irrigation system piping and sprinkler layout and insta11ation, as cart path location influences the irrigation system layout. Once the underground irrigation components arc installed, Contractor will cut iri the subgradc. The Designer and Project Manager reserves the right to revise alignment after flagging and irrigation system installation and only with concurrence of the irrigation designer to take best advantage of the lay of the land and completed golf course features. The cart path contractor shall get final approval of new path location from the Designer and Project Manager, prior to commencing sub-grade preparations. The design intent is that all cart paths balance with regards to function and aesthetics, i.e., all cart paths shall be hidden from view, especia11y from tees and landing areas when viewing landing areas and greens respectively. The cross slope of the paths shall not exceed 5% unless approved by the Owner. The maximum percent of slope of path shall be no greater than 10%. Contractor shall repair any ruts made by equipment in the cart path subgrades prior to placing aggregate base. The subgrade shall be generally smooth and sloping generally as the final cart path surface. Contractor shall not place aggregate base or lay native top coat on excessively wet subgrades. B. Installation (i) Aggregate Base Course After subgrade of new paths have been cut in tl1e approved locations, the Contractor shall regrade and compact to 95% of proctor density for a depth of six inches (6") using a vibratory steel wheel roller weighing not less than five (5) tons where necessary. Areas that cannot be compacted must be de-mucked and replaced with c1ean fill in order to ensure proper compacted subgrade. The new cart paths shall consist of pavement composed of 4" inches of aggregate gravel base, ground onsite or imported. Aggregate base shall be per the CDOT Road specifications. Width shall be as specified in the field by Designer and/or Project Manager. The final sub-grade base will be ro11er compacted, smooth and free of any water holding pockets prior to the installation of the concrete. Contractor shall use mechanical tamping equipment in areas inaccessible to roller equipment. Base Course compaction shall meet al applicable ASTM Standards as listed in ASTM D698 or California law equivalent. If tests indicate work does not meet specified requirements, remove work, replace and retest. Additional material and replacement is the responsibility of the Contractor. (ii) Concrete Specifications All new path specifications wi11 be supplied by Owner supplied Geo-technical finn, specializing in Concrete related path systems. The concrete wi11 have a TBD -Colorant will be added whereby 6.75 lbs. will be added per cubic yards. All other Concrete path systems specifications are outlined and shall be referenced in the specs as provide by the O,vner supplied Geo-technical firm. Any questions related to the concrete work shall be directed to the Owner. All approvals with be provided by the Geo-technical finn. Concrete specifications will be supplied separately by the Owner. 8-05 Protection of Concrete Work Contractor must rope off paths during curing period and any damage associated with traffic on the paths during curing due too improperly secured paths is the responsibility of the owner. Securing paths shall include ropes, fencing and tapes at the start and end of every days pour as well as the start and end of each fairway and section of paths. Securing procedures must remain in-place and maintained during the curing process. If the O\Vller elects to use paths during this time period contractor must supply a turn over affidavit stating such. All such measures are to be at the Contractor's expense. It is the expectation of the Designer and Owners that all backfilling of cart paths will be done by hand. If the Contractor decides to use machines in-order to expedite the process they will be solely responsible for replacement of damaged area. Any final concrete cart paths that hold water after moderate rain events will be deemed as improperly installed and will be replaced by the Contractor at no additional cost to the Owner. Any additional drainage required to remove water away from area on or adjacent to cart paths cause by improper cart path installation will also be the responsibility of the Contractor at no additional cost to the Owner. Paths will be installed prior to all grassing of the immediate surrounds. SECTION NINE -QUANTITY CALCULATIONS FOR BIDDING and SUMMARY OF CONTRACTOR DUTIES The following services are to be provided by the successful bidding Contractor for the construction of The Omni La Costa Champions Golf Course, which shall be included as part of their bids. Detailed specifications for each scope of services are included in prior sections these specifications and are to be precisely fo1lowed. Below in a general description of the means and methods as well as quantities. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, EQUIPMENT AND MATERIALS RELATED TO THIS PROJECT. Materials will be based on Owners predetermined suppliers and will be given a % markup for organizing all shipping and handling along with specified Quality Control and Scheduling. Mobilization -Contractor shall be·required to provide·an mobilization cost for all equipment (rented or owned), employees or subs travel cost as well as any other Contractor costs associated with mobilizing to and from the project. General Conditions -Includes but not limited too; Contractor being responsible to provide, maintain and oversee all elements as indicated in the General Conditions portion of these Specifications. Contractor to provide all labor, equipment, materials and costs associated with the General requirements. This includes all equipment, fuel and maintenance associated with the specified equipment need for the Designer's and Designated "Shaping Team". Shaping Team shall be Caveman Construction LLC and shall be contracted directly with the Contractor at a "not to exceed rate of$525,000.00 and shall be included in the General Conditions of the Specifications. All shaping shall be done without limitations based on Architects field direction. Erosion and Stenn water Control Measures -TI1e construction and establishment of all Engineered plam1ed erosion control shall be handled by the Contractors. AH maintenance and removal of all silt fence, diversion swales, waddles, sediment traps, detention basins, and demolition of any necessary construction roads shall be that of the Contractor. Based on Owner supplied Civil Engineer drawings; Golf Course Designer Plans and Specifications; or practical measures based on field changes. Contractor is also required to install, maintain and remove all "feature preservation" defined as: temporary silt fence and erosion control measures to eliminate damage of protect newly constructed golf course featW'es and drainage systems. Architectural "cut and fill" and Barranca "cut and fill" -The contractor shall be required to cut, load and haul 35,000 cubic yards of material related to Architectural "cut and fill" and an additional 15,000 cubic yards for Barranca "cut and fill". Architectural cut and fill and Barranca cut and fill is separate and different from "dismantling" of existing features or bulk earthworks and should be accounted as such. All Architectural cut and fill as well as Barranca cut and fill shall be directed in the field and shall either comply with the plans or other agreed upon locations in the field by Designer and Contractor. Lake Fill and Lake De-Mucking -Contractor is responsible to "de-muck" the existing lake areas that will become the barranca proper. 3.5 acres of "de-muck" and 10,000 cubic yards of lake fill to be used as a "pad" for a new green site. Please Note Geotech Engineer's recommendation for Lake Fill. Material Purchase Obligation -Contractor shall be responsible to purchase, order, organize, track, oversight and provide all quality control testing protocol. Owner shall provide the Contractor with a list of all predetermined supplies, materials, material specs, contact names and pre-negotiated pricing. For their role in Material purchasing process and protocols the Contractor shall be paid a percentage "mark-up" of the material costs. On the bid sheet we have asked the Contractors to supply their "mark-up" percentage rate. Top Soil, Sand Cap, Re-plate Management -Contractor is responsible to strip, haul, stockpile and replace all capping materials related to the "specification1'. All replacement and management should be accounted for whether it is native stripped soils or loaded, hauled and spread from a stockpile in a central location whereby it is imported from an outside supplier. Contractor is responsible to load, haul, dump, spread and ensure the prescribed depths are achieved. Golf Course or Storm Water Drainage -Supply the material (pipe and fittings), equipment and labor for installation of sub-surface drainage and associated out falls from putting greens, tee s, approaches, fairways and bW1kers based on drainage quantities and specifications. Contractor shall also be required to install all '"storm water" drainage based on Engineers plans, if applicable. All drains shall be immediately marked in the field and GPS prior to invoice submissions. All feature internal drainage to be included in each associated line item. Golf Course Drainage Golf Course Drainage -Green Outfall -5,000 lin ft of 6" solid pipe, backfilled and properly compacted with "elephant foot" mechanical tamper. Golf Course Drainage -Rough/Out of Play -2,500 lin ft of 4" perf. pipe, backfilled with gravel and properly covered with capping materials. Golf Course Drainage -Bunker Outfalls or related drainage outfall pipe -5,000 lin ft of 4" solid pipe, backfilled and properly compacted with "elephant's foot" mechanical tamper. Golf Course Drainage -. Rough, play and out of play areas as subsequent drainage needs. -5,000 lin ft of6" solid pipe, backfilled, compacted and tied into adjacent grades. Golf Course Drainage -Rough, play and out of play areas as subsequent drain.1ge needs. -3,000 lin ft of 8" solid pipe, backfilled, compacted and tied into adjacent grades. Golf Course Drainage -Rough, play and out of play areas as subsequent drainage needs. -1,000 Jin ft of 12" solid pipe, backfilled, compacted and tied into adjacent grades. • note -all internal bunker drainage (4" perf,) should be accounted for in the bunker construction number. • *note-all internal green drainage (4" and 6" perf.) should be accounted for in the green construction number. PS PROJ. NO. 210613 II PLANNING SYSTEMS i July 11, 2023 LAND USE / COASTAL PL,\NNJNG LAKDSCAPE ARCHITECTURE-LA/13000 POLICY ANO PROCESSH\'G ENVIRONMENTAL MITIGATION • * note -all internal tee drainage (4" perf.) should be accounted for in the tee constmction number. • * note -all internal Barranca drainage (4" perf. and seepage) should be accounted for in the Barranca constructiop number • * note -all internal Faiiway drainage (4" perf. and seepage) should be accounted for in the Barranca construction number Basins -10 -18" "Penna-basins" by Turf Drain of America or approved equivalent. Greens -125,000 sq. ft. USGA methodology. Includes all internal drainage. (20' of prep for sod of surrounds to be included). "Sub-Air" A sub-surface aeration system infrastructure installation required as it relates to drainage and based on manufacture procedures. Supply the material, equipment and labor for construction of greens as specified. Hand Labor cannot be under estimated. Greens Drainage -17,500 Jiu ft. (14% of the sq ft) All internal green drainage related construction activities should be accounted. For bid purposes we have asked for a separate drainage "sub" line item. Bunkers -160,000 sq. ft. -Supply the materials, equipment and labor for constrnction of bunkers. AU internal bunker proper related construction activities shall be accounted. Amount of hand labor cannot be under estimated. This is to include the revetment process as well as 20 feet of soil re-plating and prep of bunker surrounds for grassing. Please account for roughly 400 sq ft of sod per blll1k.er to be associated with the rcvett process. Bunker Drainage -16,000 Jin ft. (10% of the sq ft) All internal blll1k.er drainage related construction activities should be accounted. For bid purposes we have asked for a separate drainage "sub" line item. Teeing Grounds -200,000 sq. ft. -Teeing Grounds Construction - Supply of materials, equipment and labor for construction of all teeing grounds. All internal tee proper related construction activities shall be accom1ted for. Please note the construction spec for the teeing grounds in different than normal tee construction spec as it relates to the entire teeing ground. We envision only 100,000 sq. ft to be graded to the specified percentage slopes outlined in the spec and constructed as such. The remaining areas within the tee proper will not be laser leveled or prepped as tee proper. These an:as shall be of a fairway prep/ tie-in Operation. Any drainage required will fall within the Teeing grounds drainage number. , Teeing Grounds Drainage -20,000 Jin ft. (10% of the sq ft) All internal teeing grounds drainage related construction activities should be accounted. Por bid purposes we have asked for a separate drainage "sub" line item. Ba1Tanca Construction -125,000 sq. ft total barranca area construction. Supply the materials, equipment and labor for construction of barrancas. All barranca proper related construction activities shall be accounted. Amount of hand labor cannot be under estimated. ' This is to include the revetment process as well as 20 feet of soil re-plating and prep ofbarranca surrounds for grassing. Please account for roughly 20,000 sq ft of sod to be associated with the revett process. Barranca Drainage -10,000 lin ft (8% of the sq ft) All internal Barranca drainage related construction activities should be accounted. For bid purposes we have asked for a separate drainage "sub" line item. Drainage type will be split between traditional perf. drainage and "seepage" drainage as outlined in section 3-04. Drainage will be split 7,500 Jin. ft-4" perf and 2,500 lin. ft "seepage". ' Constmction of Fairways -11 acres. Contractor will be responsible for all materials, equipment and labor associated with the sand-capping and fairway construction spec. 6"-7'"' sand-cap installation hauled from a central stockpile location and continually probed to insure consistent depth. Contractor will be responsible for all material cost ovemms beyond a percentage tolerance for loss and inefficiencies within the process. Hand Labor cannot be under estimated. Fairway Drainage -38,000 lin. ft. Internal fairway drainage related construction activities should be accounted. For bid purposes we have asked for a separate drainage "sub" line item for both "traditional" 4" perf drainage and "seepage" 12" waffle drainage. Contractor will be responsible for all in material, equipment and labor for drainage installation. Drainage will be marked with the type will be determined in the field. 1 Drainage will he split 22,800 lin. ft -4" perf and 15,200 lin. ft "seepage". Soil Reconditioning -70 acres -Removal of biomass, reconditioning of distmbcd and undisturbed soils with use of a Blecavator, Rototilling or Rotodarin type tractor mom1ted tilling machine as indicated on the disruption plans. Includes removal and hauling of extra organic build up to stockpile locations. Seedbed Prep and Finish Grading -70 acres -Preparation of seedbed and finished grading of all features including tee surrounds, bunker sWTounds, green surrounds, fairways, rough and any areas that require grassing of any type regardless of their growing mediums. All finish prep of features and the surrounds should be included in the feature construction number. ; Grassing -Supply of material s, equipment and labor for installation of sod, seed or sprigs on golf features. Greens -125,000 sq ft-Bent grass Seed Rough -20 acres -419 -Sprigs Teeing Grounds -200,000 sq. ft-419 -Sprigs Fainvays -13 acres -419 -Sprigs Feature Preservation -Lay 20 acres -419 -sod Haul Roads -Lay 5 acres -419 -sod Out of play/ Native grass prep acres -18 acres -TBD -Hydroseeded Blend , Repair & restoration of haul routes -Contractor to provide 5 acres of work ( compaction elimination and prep for sodding or , sprigging) to eliminate haul roads. : Cart Paths Removal -30,000 sq ft -Removal of existing cart paths. Cart Paths will be either ground and re-used and sub-base ! materials for the new paths or will be broken up into small pieces and buried on-site. Materials, Labor and equipment to be provided by Contractor and all work associated with this process is to be include in the cart path removal line item. This includes digging of all bury pits or rental of the grinding machine. Cart Path Installation / New -30,000 sq. ft - Materials, Labor and equipment to be provided by Contractor to "cut-in" cart paths and compact sub-grade as well as install/ lay all concrete and concrete curbing. This includes all new and/or repair of existing dam aged during the project. All unnecessary damage created by the Contractor out of neglect will be the responsibility of the Contractor. Cart Path Curbing -1,500 lin. ft. -Materials, Labor and equipment to be provided by Contractor to install all curbing around greens, tees and any basin areas as defined in the field. Curbing will be 6" monolithic pour "flash" curbing with rounded (35 degree) edge. Options for Construction -Bunker Liners Owner full expects the use of bunker liners for all bunker constrnction related activities. Owner currently has test plots planned and shall use data and observation to choose liner type. Contractor is asked to bid two options ,vi.th the anticipation of one option for construction. *Note -regardless of either Billy Bunker or Capillary Concrete liner selection the Contractor will install the specified Gcotech Liner on 30% of the bunker total sq. ft. (option 3 below) I.Better Billy Bunker -112,000 sq. ft, installation of Better Billy Bunker. Contractor shall be required to excavate all sub-grade material required to complete the process. Contractor shall be presented approved shaped bunker floor from Designer at which point the excavation process shall commence. wv.'\v.billybm1ker.com '2. Capillary Concrete -160,000 sq. ft. installation of Capillary Concrete. Contractor shall be required to excavate all sub-grade : mflterial required to complete the process. Contractor shall be presented approved shaped bunker floor from Designer at which point : the excavation process shall commence. www.capillaryconcrete.com 3. Dewitt Company -DWG200 SERIES GeoTech Liner -48,000 sq. ft. installation of Geotech Liner. Contractor shall be , required to excavate all sub-grade material required to complete the process. Contractor shall be presented approved shaped bunker i floor from Designer at which point the excavation process shall commence. A separate but similar style and thickness liner ; fabric or mesh will be used over the drain lines. This liner will be determined at a later date. i https://www.dewittcompany.com/product/dwg200-series/ SECTION TEN -SERVICES TO BE PROVIDED OR SUB-CONTRACTED BY THE OWNERS The Owner or his representative shall provide for the following services for the constrnction of the golf course. ! Designer -Course Designer/Representative shall personally final shape green complex using equipment provided by ! Contractor. Final :floating of green contours to be personally carried out by Designer/Representative, using equipment provided by • Contractor. Grow in superintendent -Day to day supervision of agronomic concerns during course construction. Quality controls for final : grassing, provide direction for proper grow in techniques, establish management program for newly established turf for the golf i course, cart path curbing layout, irrigation system reconfiguring and daily communication with Designer of field concerns. ! Supplying of materials -All other materials to by supplied by Contractor through a percentage markup for purchasing, I handling and quality control. Based on Owner provided Suppliers Civil Engineer -Civil Engineer to provide all plans, specifications and approval of all items governed by California and local I to\Vll and county ordinances. This is to include: erosion control, on and off-site storm water m_ anagement, golf course stonn drainage, earthwork, cart/service paths concrete quality and all Utilities. Civil Engineer to provide all property line delineation. Any discrepancy of property locations with adjacent property owners is to be the responsibility of the Civil Engineer. Geo-Technical Engineer -Geo-Technical Engineer to provide all plans, speclfications and approval ofa11 items governed by California and local town and county ordinances. This is to include: All lake fill and associated soil testing. Geo-Tech Engineer to provide all Cart Path Specification including grading and compaction specifications as w"e1l as all Concrete specifications; associated strength recommendations; colorant and any related Engineered approvals Project Manager -Project manager shall act as Owner Representative and be responsible for daily/weekly reports, material deliveries and field requirements as indicated in the specifications. Landscape Architect -Landscape Architect shall provide all plans, specification and field direction associated --with property line planting and all landscaping plans. Irrigation Contractor -Separate Owner supplied irrigation contractor. APPROVED FOR PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP _____ _ DATE. REVIEWED BY, INSPECTOR DATE l-----+---l---_----------1-----l--+------l-----.l l=S=H3EO=ET:::::...l l==C=IT=Y=O=F==C=A=R=L=S=B=A=D=~I . PLANNING DIVISION _ LANDSCAPE IMPROVEMENT PLANS FOR: OMNI LA COSTA DRIVING RANGE EXPANSION CONSTRUCTION SPECIFICATIONS l-----+----1---·--~---------+----+----1----I-------I I APPROVED: A .. ,, ;r;: ) . ., ., _PLANNING tf OWN BY: PROJECT NO. DRAWING NO. 1530 FARADAY AVENUE, SUITE 100, CARLSBAD, CA 92008 (760) 931-0780 • FAX (76 0) 931-5744 • info@planningsystems.net Hanse Golf Course Design Malvern, PA Expiration Dote: 12-31-24 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: RVWD BY: LPC2023-001 D CUP2023-0001 539-4M ! I