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Home My WebLink AboutDWG 476-4L; SDP 12-02; DHIMAN GODDARD SCHOOL; 01-191. 2. 3. GENERAL NOTES VISIT SITE PRIOR TO SUBMITTING BIDS. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. . DO NOT SCALE DRAWINGS. 4. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR AND I OR MATERIALS TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 5. 6. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 8. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVE OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE THE GENERAL CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 9. A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. 10. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 11. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. 12 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND I OR EQUIPMENT SUPPLIED BY THE OWNER. 13. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE UNIFORM BUILDING CODE CURRENT EDITION. 14. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HERE OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 15. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. 16. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 17. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. 18. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. 19. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. 20. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. 21. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 22. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. 23. NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 24. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 25. CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. NOTE: 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. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. DHIMAN GODDARD SCHOOL Carlsbad, California SPECIAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS 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 "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 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 ON THE CITY WEB SITE AT http ://www , ca rsba dca. g ov/services/depa11ments/w aler/Docu me nts/ recycle dwater bac kflowteste rl ist. pdf FOR RECYCLED, OR http://www.ca rlsbadca, gov/ services/ de pa rtments/wa ler /0 ocu me nts/wa terb a c kflowte s terl ist. pdf FOR POTABLE, OR CALL (760) 438-2722. AS-BUil T PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, NJD THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES 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. FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: DATE: vtt~ RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2013 SANJEEV DHIMAN 7040 AVENIDA ENCINAS, SUITE 104 CARLSBAD, CA 92011 (310)425-4150 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. DATE:_.,._l/2-=,g/4'--'-1~,c__ ___ _ ' c1 "AS-BUILr mithConsultingArchitects 12220 El Camino Real R I D G E LANDSCAPE ARCHITECTS L.A. ______ EXP. Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 w,.vw.ridgela.com REVIEWED BY: PLACE PLEASANT VALE DR N VICINITY MAP SCALE: NOT TO SCALE EB PROJECT MAP N (!J SCALE: 1" = 40' PROJECT MAP LEGEND SYMBOL DESCRIPTION ----PW -----PROPOSED POTABLE WATER SYSTEM LANDSCAPED AREAS AREA OF POTABLE WATER USE DATE LOCATION OF POTABLE CONNECTION POINT(S) -METER & BACKFLOW PREVENTION AREA OF OFF-SITE RECYCLED WATER USE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'D SHEET INDEX w (!) w ..J ..J 0 u SHEET TITLE SHEET NUMBER TITLE SHEET 1 CONSTRUCTION PLAN 2 CONSTRUCTION DETAILS 3-4 IRRIGATION PLAN 5 IRRIGATION LEGEND & NOTES 6-7 IRRIGATION DETAILS & CALCULATIONS 8 -12 PLANTING PLAN 13 PLANTING DETAILS & NOTES 14 -15 LANDSCAPE SPECIFICATIONS 16 -19 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PU\NNINQ DIVISION u>.NDSCAPE TITLE SHEET DHIMANGODDARDSCHOOL APPROVED tj ~ I · &r-E:-ll..;(t PLANNING DATE INSPECTOR DATE REVISIONS DWN BY_---=L:..,A __ CHKD BY _ _cR.;;:S __ FIELD BY PROJECT NO. SOP 12-02 DFIAWING NO. 476-4L i \>J 1.::i p , 'I 1' \ \ () I I \ QI I \ I al ~ t i' \ \ 0 "· -.... , .... ~ \\ \ \ \ ."' '\ I ' \\ 1-----__,--........ ~ \ ,,, ,,, PROPERn-____,, __ _ TYP. TrP. LINE, TYP. GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. ,, ___ [ ___ ,,, ifi -in--- ; ,r i TURF . . . . . . . . . . ::::: ·:.\": ·:::: ·::. . ... .. ... .. . . .. . . . . . . ..•. OSED DING '. 4• I TUR/ I I i I ! ! I 10 -----7 I I I I SITE FURNISHINGS: I PRECAST CONC. I B. SLOPE ALL HARDS CAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. 0 ~ PLANTER, 4' DIA C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. D ~ PRECAST CONC. BOLLARD, 16" SQ, SYMBOL LEGEND • §1 PRECAST CONC. BOLLARD, 8" DIA ! ! i I I i I ' : j I ! . . I I, I , "lr--·----'···· iii ''. ' I I I l;i l!I 'I' Iii ,,-._r---, I I I I '---" L__.I ' ' 0:1: 0:: <( > w ..J :) 0 O'.l w (9 w ..J ..J 0 () PROPERTY LINE, TYP. TERRA con A/ SMOOTH FINISH NATURAL GRAY I ACID ETCH FINISH NATURAL GRAY I ACID ETCH FINISH MODEL #QR-BJ-4836- C7-T1(2 TOTAL) MODEL #QS-2B-C1-T7-MT (3 TOTAL) MODEL #QR-33B-C1-T7-MT (7 TOTAL) CONSTRUCTION LEGEND G) CONSTRUCT CONCRETE PAVING PER DETAIL A, SHEET 3. @ . CONSTRUCT TOOLED SCORE JOINT PER DETAIL 8, SHEET 3. @ CONSTRUCT EXPANSION JOINT PER DETAIL 8, SHEET 3. © CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET 3. ® CONSTRUCT CONCRETE BAND PER DETAIL C, SHEET 3. © CONSTRUCT RAISED PLANTER WALL PER DETAIL D, SHEET 3 <D FURNISH AND INSTALL TILE PAVING PER DETAIL E, SHEET 3. @ CONSTRUCT CONCRETE MOW CURB PER DETAIL F, SHEET 3. ® CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL G, SHEET 3. ® CONSTRUCT CMU SCREEN WALL PER DETAIL H, SHEET 3 @ CONSTRUCT PLAY AREA FENCING PER DETAIL K, SHEET 4. @ CONSTRUCT METAL GATE PER DETAIL K, SHEET 4. @ FURNISH AND INSTALL CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS, @ FURNISH AND INSTALL PLANTER POT PER DETAIL J, SHEET 4. @ CONSTRUCT PILASTER PER DETAIL I, SHEET 3. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT PAVING PER CIVIL ENGINEER'S SHEETS. © DRAIN INLET PER CIVIL ENGINEER'S SHEETS. @ BIORETENTION AREA PER CIVIL ENGINEER'S SHEETS. ® DOUBLE DETECTOR CHECK PER CIVIL ENGINEER'S. SHEETS ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. @ RESILIENT PLAY SURFACING PER CIVIL ENGINEER'S SHEETS ® MONUMENT SIGN PER ARCHITECT'S SHEETS. NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. 0 PARKING LOT STRIPING PER ARCHITECT'S SHEETS . 0 TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® EXISTING ELECTRICAL BOX TO BE PROTECTED IN PLACE. © PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS. @ PLAY STRUCTURE BY OWNER. ® EXISTING CURB TO BE PROTECTED IN PLACE. @ EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. ® EXISTING WOOD FENCE TO BE PROTECTED IN PLACE. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING; Ill UJJJJJJJ ~ CONCRETE PAVING CONCRETE BANDS INTEGRAL COLOR CONCRETE PAVING TILE PAVING COLOR I FINISH NATURAL GRAY I MEDIUM BROOM WI TOOLED SCORE JOINTS NATURAL GRAY I LIGHT WASH #05 WI TOOLED SCORE JOINTS 'KAHLUA' #667 BY DAVIS COLORS I MEDIUM WASH #25 WI SAWCUT SCORE JOINTS TO MATCH TILE IN LOBBY, WITH NON-SLIP FINISH COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #05 FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #25 NOTE: CONTRACTOR SHALL PREPARE 4' SQ, SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. WALLS: CMU SCREEN WALL/ SOUND BARRIER SPLIT-FACE CMU BLOCK, COLOR: TAN WI PRECAST CONCL CAP P.I.P. CONCRETE NATURAL GRAY I PLANTER WALL LT. SANDBLAST FINISH CONTROL JOINT ----------EXPANSION JOINT NOTE: ALL PRE CAST SITE FURNISHINGS BY QUICK CRETE PRODUCTS, (866)703-3434 10 20 40 60 SCALE AND NORTH PA PLANTER AREA mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax R I D G E LANDSCAPE ARCHITECTS 8841 ,qesearch Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.rirlgela.com '"AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'O APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ITII CITY OF CARLSBAD PL>.NNINQ DIVISION LANDSCAPE CONSTRUCTION PLAN FOR DHJJ\,1ANGODDARDSCHOOL I APPROVED trA[ 4:r,~14 / .1--!-1 "', DATE PLANNING DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY SDP 12-02 476-4L FIELD BY ll: <3 ~ ~ • C) ;ii I ~ • C) • I (Q ct :s es :,: a • C) ,I "" i ' ~ • C) • I "" 7 11 lilll llffil 1i' 1 111 J'-o" CMU SCREEN WALL • C) .I - ll: <3 PILASTER EQ, 1 '-4" • • · I ·. · · : ·1· ,d. • ,.• .·- •• od· • . ' . 2' -611 SECTION ----14 EQ. LEGEND: 1. PRECAST CONCRETE CAP, MODEL Q-Y10SWC BY QUICK CRETE PRODUCTS, (951) 737-6240, NATURAL GRAY W/ SMOOTH FINISH. 2. 8 X 8 X 16 SPLIT FACE CONCRETE BLOCK. USE 8 X 6 X 8 BLOCK UNITS ON RADIUS AS REQUIRED TO MINIMIZE GAPS. GROUT FILL CELLS @24" O.C. 3. PILASTER BEYOND PER DETAIL I, THIS SHEET 4. #4 REBAR AT 24" 0 C, VERTICAL 5. #4 REBAR AT 32" 0 C, HORIZONTAL 6. FINISH GRADE 7. CONCRETE FOOTING, 12" DX 3'-0" W 8. #4 REBAR AT 12" O.C., CONTINUOUS 9. #5 REBAR AT 24" O.C., VERTICAL, ALTERNATE DIRECTION IN FOOTING 10. 90% COMPACTED SUBGRADE NOTES: A ALL CONCRETE BLOCK COMPONENTS TO BE SPLIT-FACE BLOCK, COLOR: TAN, BY ORCO BLOCK CO., OR EQUAL. B. ALL CONCRETE BLOCK SURFACES SHALL RECEIVE GSS-10 ANTI-GRAFFITI COATING, CLEAR, FLAT, AVAILABLE FROM AMERICAN POLYMER CORP., (800) 676-5963, APPLIED PER MANUFACTURER'S SPECIFICATIONS. C. REINFORCEMENTS AND FOOTING DIMENSIONS ARE SHOWN FOR BIDDING PURPOSED ONLY. REFER TO STRUCTURAL ENGINEER'S SPECIFICATIONS. LEGEND: 1. PRECAST CONCRETE PILASTER CAP, MODEL Q-E18PC, BY QUICK CRETE PRODUCTS, (951) 737-6240, NATURAL GRAY WI SMOOTH FINISH. 2. 8 X 8 X 16 CONCRETE BLOCK WITH SPLIT-FACE ON EXPOSED SURFACES. GROUT FILL ALL CELLS . 3. #4 REBI\R AT 18" 0 C, HORIZONTAL 4. #4 REBAR AT 24" O.C., VERTICAL, ALTERNATE DIRECTION IN FOOTING. 5. CONCRETE FOOTING 6. 90% COMPACTED SUBGRADE 7. #4 REBAR AT 12" O.C., CONTINUOUS. 8. FINISH GRADE OF ADJACENT PLANTER AREA NOTES: A. ALL CONCRETE BLOCK COMPONENTS TO BE SPLIT-FACE BLOCK, COLOR: TAN, BY ORCO BLOCK CO., OR EQUAL. B. ALL CONCRETE BLOCK SURFACES SHALL RECEIVE GSS-10 ANTI-GRAFFITI COATING, CLEAR, FLAT, AVAILABLE FROM AMERICAN POLYMER CORP., (800) 676-5963, APPLIED PER MANUFACTURER'S SPECIFICATIONS. C. REINFORCEMENTS AND FOOTING DIMENSIONS ARE SHOWN FOR BIDDING PURPOSED ONLY. REFER TO STRUCTURAL ENGINEER'S SPECIFICATIONS. D. 1" = 1' -O" F 6" • 4 • • ------Ill I _ · • I Ill -~ -- =I I · : • . . . ill=--ill LEGEND: 1111 I~ 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. 1/2" TOOLED RADIUS 3. #3 REBAR, CENTERED, CONTINUOUS 4. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT 5. FINISH GRADE OF ADJACENT TURF AREA 6. FINISH GRADE OF ADJACENT PLANTER AREA 7. MULCH LAYER PER SPECIFICATIONS NOTES: A. INSTALL CONTROL JOINTS AT 10'-0" 0.C. MAX. SPACING PER DETAIL A, THIS SHEET B. INSTALL EXPANSION JOINTS AT 20'-0" 0 C. MAX. SPACING PER DETAIL A, THIS SHEET C. PROVIDE 45" MITERED CONTROL JOINT AT 90" CORNERS. CONCRETE MOW CURB NOT TO SCALE PLAN VIEW 1/10R-1I-QP1 4'-0" MIN. CLR. W/0 CAR VERHANG -REFER ~..,._ __ 3_•-_o_· __ ,,_ LEGEND: ". -- 1. CONCRETE PAVING PER PLAN AND PER DETAIL B, THIS SHEET 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. 6" CURB ' C) • I "' -") PLAN VIEW 1/10"-1'-0" • • WARNING GROOVES -SECTION 1/2"=1" ....... . . . . . . . . . . . . . . . . . . . . . . . . . .. ·.•.•:-:-:=:::::::::::::::=:=:=::::::-:-·-c-· -~-.:,::/}\:/(:~::::::::::-:-·-·.·.·. ... -.. · ......... ·., .... . ........ '. . . . . . . . . . . . . ........... .•.•,•,·,· ,·,•.·-·. 4. FINISH GRADE _,::/!(/:: -·· 5. A.G. PAVING PER PLAN 6. TOOLED WARNING GROOVES -REFER TO ENLARGEMENT ABOVE RIGHT 7. 90% COMPACTED SUBGRADE 8. TACTILE WARNING SURFACE WITH TRUNCATED DOMES, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. TACTILE SURFACE TO BE CAST-IN-PLACE TILE OR SURFACE-APPLIED MAT, COLOR. SAFETY YELLOW (FEDERAL COLOR 33536) AS MANUFACTURED BY ARMOR-TILE, OR APPROVED EQUAL. 9. METAL HANDICAP SIGN ON 2" 0 GALVANIZED POST W/ CAP AT EACH ACCESSIBLE STALL. SIGN TO BE CENTERED ON STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL HANDICAP ACCESS RAMPS mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax -.-:-:::::::-· . .. •, ·-· .·. ·-· ........ . . . . . . . . TYPICAL CURB RAMP CONDITIONS SCALE AS SHOWN II c1 R I D G E LANDSCAPE ARCHll ~ClS 8841 Research Drive Sune ZOO Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com 15" --if-------¥-• 12-1/2" ~ [:.:I ~ j~ -a I"' ct I? LEGEND: SECTION 1" :::: 1'-0" -I ") 1. PLASTER-COLOR AND FINISH TO MATCH ARCHITECTURE 2. 10 X BX 16 PRECISION CONCRETE BLOCK, GROUT FILL ALL CELLS 3. #3 HORIZONTAL REBAR, CONTINUOUS,@ 12" O.C. 4. #3 VERTICAL REBAR@ 18" O.C. -ALTERNATE DIRECTION IN FOOTING 5. PROVIDE SCREED AT GRADE 6. EXPANSION JOINT, CONTINUOUS, BETWEEN WALL AND ADJACENT PAVING 7. ADJACENT PAVING PER PLAN 8. PRECAST CONCRETE CAP·· MODEL #Q-B12SWC BY QUICK CRETE PRODUCTS, (951)737-6240, NATURAL GRAY WITH SMOOTH FINISH. PROVIDE CORNER PIECE #Q-B12CWC90 AT EACH CORNER. 9. FINISH GRADE OF PLANTER 10 PLANTER DRAIN -REFER TO OLIVE PLANTING DETAIL G, SHEET 15. 11. (2) COATS ASP HAL TIC EMULSION WATERPROOFING 12. CONCRETE FOOTING 13 90% COMPACTED SUBGRADE -VERIFY WITH GEOTECHNICAL REPORT AND COMPLY. RAISED PLANTER WALL 1"=1'-D" SECTION 1" = 1 '-0" LEGEND: 1. TILE PAVER-TO MATCH BUILDING INTERIOR PAVING 2. 1" MORTAR BED 3. 3/8" TOOLED GROUT JOINT 4. EXPANSION JOINT W/ SEALANT PER DETAIL A, THIS SHEET 5. ADJACENT CONCRETE BAND, COLOR AND FINISH PER PLAN 6. 3" THICK CONCRETE SUBBASE 7. #4 REBAR, 12" LONG, @ 30" O.C. -PAPER WRAP ONE END 8. 90% COMPACTED SUBGRADE CERAMIC TILE INSTALLATION NOTTO SCALE • ..,,. - LEGEND: I ~· I ~ (a i5 :,: Q • • ....... ... "' • 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH. 2. #3 REBAR AT 24" O.C. EACH WAY, CENTERED IN SLAB. 3. FINISH GRADE. 4. 90% COMPACTED SUBGRADE -VERIFY W/ SOIL ENGINEER'S REPORT. 5. PRE-EMERGENT HERBICIDE, APPLIED TO SOIL SURFACE BELOW PAVED AREAS, PER MANUFACTURER'S SPECIFICATIONS. 6. 1/4" TOOLED RADIUS. NOTES: A PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE PAVING • A. CONTROL JOINT (SCORELINE) B. EXPANSION JOINT :., .. • ,II "'· • C. COLD JOINT D. SAWCUT JOINT CONCRETE JOINTS LEGEND: 1. ADJACENT PAVING, PER PLAN NOTTO SCALE LEGEND: 1. 1/6" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 1/2" DIA X 12" LONG STEEL DOWEL @ 24" O.C. -PAPER WRAP ONE END NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING • 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER NOTTO SCALE 2. EXPANSION JOINT PER DETAIL B, THIS SHEET, WHEN BAND OCCURS ADJACENT TO CONCRETE PAVING 3. CONCRETE BAND, COLOR AND FINISH PER PLAN 4. 114" TOOLED RADIUS 5. FINISH GRADE OF ADJACENT PLANTER (WHERE OCCURS) 6. (2) #3 REBAR, CONTINUOUS 7. #4 REBAR, 12'' LONG@ 18" 0.C. -PAPER WRAP ONE END, WHEN BAND OCCURS ADJACENT TO CONCRETE PAVING 8. 90% COMPACTED SUBGRADE -VERIFY WI SOILS ENGINEERS REPORT NOTES: A PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE BAND NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DATE L.A. EXP. REVIEWED BY: DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS LANDSCAPE CONSTRUCTION DETAILS FOR DHIMAN GODDARD SCHOOL APPROVED , t( ,J-n;/2 Cr-ell PLANNING OWN BY LA CHKD BY RS ---- rlELD BY PROJECT NO. SDP 12-02 DATE DRAWINQ NO. 476-4L CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1' IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. HANDICAP RAMPS SHALL NOT EXCEED 121 OR 8.33%. S. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @28 DAYS, UNLESS OTHERWISE INDICATED. W. ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0' ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS X. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. LEGEND: 18" MIN, EACH SIDE OF GATE 1. 1 ½"SQ.TUBULAR STEEL RAILS, 16 GA, TOP AND BOTTOM 3'-o" 2. 2" SQ. TUBULAR STEEL POST, 16 GA., WITH CAP@ 8'-0" O.C. MAX.; EMBED IN CONCRETE FOOTING 18" MIN. 3. ¾"SQ.STEEL PICKETS, 18 GA.,@ 4-1/2" O.C. MAX.; CLEAR OPENING SHALL BE <4". 4. 8" DIA. X 24" DEEP CONCRETE FOOTING. 5. FINISH GRADE 6. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT AND COMPLY. 7. SELF-CLOSING, CONCEALED HINGES -(2) PER GATE. 8. LOCKABLE LEVER GATE HANDLE. PROVIDE 20 GA. GALV. STEEL PLATE AT HANDLE FOR MOUNTING. 9. 1 ½"SQ.TUBULAR STEEL GATE FRAME, 16 GA. 6'-0" O.C. MAX. OUTSIDE DIMENSION SLIGHTLY LESS THAN INSIDE DIMENSION OF TOP OR BOTTOM RAIL CAULK JOINT WITH CLEAR SILICON I ½" .c., ... 1½" SQ FENCE POST OR WALL \ \ ) FENCE RAIL SLIPS OVER POST ASSEMBLY LEGEND 1 )-------,. 2}--, 12}---- l 12' DIA, ., SECTION 1'"" 1'-0" -· 1. SHRUB ROOT BALL -REFER TO PLANTING PLAN FOR PLANT SPECIES AND SIZE. 2. CONNECTION TO DRIP IRRIGATION TUBING -REFER TO DETAIL U, SHEET 20. 3. PRECAST CONCRETE PLANT CONTAINER WITH 5" DIAMETER FACTORY-SUPPLIED DRAINAGE HOLE, CENTERED IN BOTTOM. 4. 'DISNEY' SOIL PLANTER MIX, PER SPECIFICATIONS. 5. ½" PVC IRRIGATION SUPPLY LINE, ROUTED THROUGH DRAINAGE HOLE IN BOTTOM OF PLANT CONTAINER. 6. 5" LAYER OF¾" DRAINAGE GRAVEL, SURROUNDED BY SOIL SEPARATOR FABRIC. 7. FINISH SURFACE OF CONCRETE PAVING, PER PLAN. PROVIDE 5" DIAMETER CORED HOI_E CENTERED DIRECTLY BELOW CONTAINER POT -REFER TO LANDSCAPE CONSTRUCTION PLAN FOR LOCATIONS. 8. 3" DIA. PERFORATED DRAIN PIPE, HOLES POINTED DOWN, IN FILTER SOCK. 9 HYDRAULIC CEMENT PLUG TO CREATE WATERPROOF SEAL AROUND DRAINPIPE AND IRRIGATION LINE. 10. ADJACENT BLOCK WALL (WHERE OCCURS) BRACKET ATTACHMENT DETAIL K 11. BRACKET ATTACHMENT PER DETAIL AT RIGHT 12. PANIC PUSH BAR ON INSIDE OF GATE 13. PERFORATED METAL FABRIC, 11 GA. X ¼" DIA. @¾"STAGGERED - SUBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. NOTES: A. ALL FENCING TO BE 'REVOLUTION' BY GOLDEN STATE FENCE, (800) 350-5620. B. ALL FENCING MATERIAL AND HARDWARE TO BE GALVANIZED. C. PROVIDE LANDSCAPE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. D. PAINT ALL STEEL SURFACES WITH (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS EXTERIOR ENAMEL PAINT. COLOR: TO MATCH BUILDING MULLIONS PER COLOR AND FINISH SCHEDULE. METAL FENCE AND GATE "AS-BUILT" mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 · 4777 (858) 793 · 4787 Fax R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 20D Irvine, [A 92618 Tel 949 387 1323 www.ridgcla.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE NOTTO SCALE 10. 90% COMPACTED SUBGRADE. 11. 12" DIA. X 2' DEEP SUMP FILLED WITH ¾" DRAINAGE GRAVEL AND SURROUNDED BY SOIL SEPARATOR FABRIC. 12. 3" DIA. PERFORATED DRAINLINE IN FILTER SOCK. 13. 2" DIA. PVC INSPECTION TUBE WITH CAP, LOCATED AT THE LEAST VISIBLE SIDE OF PLANT CONTAINER AND CONNECTED TO DRAIN PIPE WITH REDUCER FITTING AS REQUIRED. 14. MEXICAN BEACH PEBBI_ES, BLACK, ½" • 1" DIA., MIN. 2" LAYER. PLANTER INSTALLATION SCALE AS SHOWN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PUI.NNINQ DIVISION LANDSCAPE CONSTRUCTION DETAILS FOR DHIMAN GODDARD SCHOOL APPROVED I l 4--~a. /-1+.12 PLANNING DATE DATE BY DESCRIPTION REVISIONS DWN BY LA PROJECT NO. DRAWING! NO. APP'D RS CHKD BY SDP 12-02 476-4L FIELD BY / UTILITY SCREENING: LANDSCAPE CONSTRUCTION DRAWINGS SHALL SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING. MAINTENANCE NOTE: • ALL ON-SITE LANDSCAPING IS TO BE MAINTAINED BY THE PROPERTY OWNER. / / / // . / IRRIGATION WATER METER AND POC EQUIPMENT SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, REFER TO CIVIL ENGINEER'S PLANS FOR EXACT METER LOCATION. IRRIGATION P.0.C. EQUIPMENT AND MAINLINES SHALL BE LOCATED OUTSIDE OF STREET RIGHT-OF-WAY. VERIFY EXACT LOCATION IN FIELD PRIOR TO INSTALLATION. "POTABLE WATER" IRRIGATION METER LOCATION REFER TO P.0.C. NOTE (#1) AT RIGHT CONTROLLER LOCATION REFER TO CONTROLLER NOTE (#2) AT RIGHT Irrigation controller shown within paving for drawing clarity only, Actual location shall be located within planter, verify exacl location in field. AB 1881 NOTE: POTABLE W~T~INE OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881 .) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 17-----i I-----+---i 4 350' MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. I I I OJ 0 0 P.O.C. NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE A 1" (POTABLE WATER) METER WITH A 2" SERVICE LINE . VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION , THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. Potable Water Meter Information Address: Water Purveyor: Red Bluff Place City of Carlsbad Water Dist Carlsbad , CA. Ph.# (760) 602-2748 Meter Size 1" Static Pressure 116 PSI. System Design Pressure 69 PSI. Maximum System Demand 23 GPM Landscape Area Served 13,757 sq. ft. CONTROLLER NOTES CONTROLLER NOTE #2: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS STEEL PEDESTAL ENCLOSURE. FINAL LOCATION OF CONTROLLER ASSEMBLY AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT POWER SUPPLY HOOK-UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERS PRAY. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER I OVERS PRAY ONTO BUILDING OR WINDOWS. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. IRRIGATION VALVE CALLOUT IRRIGATION NOTE CALLOUT ,-----VALVE NUMBER (2\ 5 __ -G.P.M. ~ -APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING L_ -----VALVE SIZE ,...c::--IRRIGATION CONSTRUCTION lY CALLOUT NUMBER. ,..r::;--P.O.C. AND CONTROLLER L1J CALLOUT NUMBER. FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -12 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINQ DIVISION 0 10 20 40 SCALE AND NORTH 60 mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax cf R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com DATE LA. EXP. REVIEWED BY: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS LANDSCAPE IRRIGATION PU\N FOR DHIMAN GODDARD SCHOOL APPROVED 11dr ?r~lJt [, i➔-1"? PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. I\PP'D RS CHKD BY SDP 12-02 476-4L FIELD BY SYMBOL [-· ---· --J -··-· -··-··-··-·· ··-··-··-··-··-··-· ··-··-··-··-··-··-·· ---l--- ® ® 0 "POTABLE WATER" IRRIGATION MATERIAL LEGEND (CONTINUED) MANUFACT RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD NETAFIM RAIN BIRD TORO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD AS APPROVED AS APPROVED MODEL NO. I DESCRIPTION GPM PSI RADIUS XFD-06-12, XFD DRIPLINE WITH 0.61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL SHRUB AREA DRIP TUBING ROWS 14"-16" SPACING. DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE WITH 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD XF SERIES" 17mm DRIPLINE INSERT FITTINGS. USE XFD-MA-075, 314" BARB MALE ADAPTER INSERT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING. XFS-06-12, XFS SUB-SURFACE DRIPLINE WITH "COPPER SHIELD TECHNOLOGY" 0.61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL DRIP TUBING ROWS FOR TURF AREAS A MAXIMUM OF 12" SPACING. INSTALL FIRST ROW 4" FROM WALKWAY AND SECOND ROW 16" FROM WALKWAY. DRIP TUBING SHALL BE INSTALLED 4"-6" BELOW FINISHED SOIL GRADE WITH 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD XF SERIES" 17mm DRIPLINE INSERT FITTINGS. TL050MFV-1, TECH LINE AUTOMATIC FLUSH VALVE. LOCATE AT END/MIDDLE OF DRIPZONE PCV FLUSH MANIFOLD LINE. INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX. INSTALL MINIMUM ONE AT END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ARV-100, AIRNACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA WITH DRIPLINE INSERT FITTINGS. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS. VERIFY QUANTITY OF ARV'S PRIOR TO STARTING WORK. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS T-DL-MP9, DRIPLINE POP-UP OPERATIONAL INDICATOR. INSTALL ONE INDICATOR PER DRIP VAf_VE ZONE. PLACE 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SXB-360-1032 SERIES, FULL-CIRCLE, XERI-BUBBLER WITH 10-32 THREAD. INSTALL WITH MODEL PFR/FRA24, PRE-ASSEMBLED POL YFLEX RISER ADAPTER. EACH SYMBOL REPRESENTS (1) XERI-BUBBLER PER VINE LOCATED WITHIN IN-LINE DRIP TUBING AREAS. 13.0 (GPH) 20 LDQ-08-06, 1/4" LANDSCAPE DRIPLINE TUBING WITH 0.6 GPH PRESSURE COMPENSATING INLINE EMITTERS 6" ON CENTER SPACING WITH 9" WIRE STAKES 12" CENTER. ALL CONNECTIONS SHALL BE MADE USING 1/4" SERIES FITTINGS. 12" RWS-B-C-1401-RWS-SOCK, ROOT ZONE WATERING SERIES SYSTEM. 25 (.50) 30 NIA EACH SYMBOL REPRESENTS (2) TWO DEEP WELL BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL, LOCATED WITHIN TREE WELL, ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL. 1806-SAM-PRS, 6" POP-UP BUBBLER HEAD WI RAIN BIRD 5Q-B-PCS-025(PNK). EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL POTABLE WATER METER FOR BUILDING PER CIVIL ENGINEER'S SHEETS. FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS .25 (.50) 30 N/A IRRIGATION NOTE CALLOUT IRRIGATION VALVE CALLOUT ~IRRIGATION CONSTRUCTION c___y CALLOUT NUMBER. ~P.O.C. AND CONTROLLER LU CALLOUT NUMBER. ~-----VALVE NUMBER ~-G.P.M. ~ -APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING ~-----VALVE SIZE mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax DETAIL N, 0, P, Q, R, S T N, 0, P, Q, R, S T u V w X y z AA N/A N/A Q ~ t:, ~ !;ii I,_ (9 /;,, (9 [9 0 SYMBOL VAN I?) ► " -""- 0 f';, 0 [3 H F e • 'I/! .,. e • !!I lli!l -"'. 9 Ell 'i'J w G Ell B Bl El § ....... s ~ IED ---------- R I D G E LANDSCAPE ARCHITECTS 8841 Researrh Drive Suite 200 Irvine. CA 92618 Tel 949 387 1323 www.ridgela.com NO SYMBOL NO SYMBOL L.A. REVIEWED BY: INSPECTOR MANUFACT RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD P.O.C. WILKINS SUPERIOR HUNTER WATTS RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER N/A AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M "POTABLE WATER" IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION GPM 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD B SERIES MPR NOZZLES 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES LCS-PCS-040 / RCS-PCS-040 / SST-PCS-090 / CST-PCS-090 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD 8-FLT SERIES MPR NOZZLES W/ PCS SCREENS, 008 / 030 HE-VAN/ 025 1806-SAM-PRS, 6" POP-UP HEAD W/ RAIN BIRD B SERIES MPR NOZZLES 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES 1806-SAM-PRS, 6" POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES 1806-SAM-PRS, 6" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES LCS-PCS-040 / RCS-PCS-040 / SST-PCS-090 I CST-PCS-090. NOTE: .26, 1.55, .52, .1.05 .41, 2.10, .82, 1.64 .65, 1.95, 1.30, 2.60 .40, .90, .90 .08, .30, .25 .26, 1.55, .52, 1.05 .41, 210, .82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 40, .90, .90 ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERSPRAY SHALL BE INSTALLED WITH RAIN BIRD (HE-VAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. 1" POTABLE WATER IRRIGATION METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. PSI 30 30 30 30 30 30 30 30 30 30 975XLVSR PRE-SET SERIES, 1-1/4" RIP BACK FLOW PREVENTION ASSEMBLY WITH MODEL "YB" WYE STRAINER AND "BR4" PRESSURE REGULATOR, INSTALLED AS PART OF ASSEMBLY. RIP ASSEMBLY SHALL BE INSTALLED WITHIN A V.1.T. STRONG BOX SBBC-30CR BACKFLOW DEVICE ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. 3200, SERIES 1-112" NORMALLY CLOSED, MASTER CONTROL VALVE. RADIUS 8 FT 10 FT 12 FT 4X15 FT 4X30 FT 5 FT B FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT HFS-100/FCT-158, 1" FLOW SENSOR INSTALLED WITHIN 1-112" SCH. 80 SENSOR RECEPTACLE TEE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER WITH 2-CONDUCTOR, 16 AWG, SHIELDED FLOW SENSOR CABLE. SENSOR CABLE SHALL BE INSTALLED WITHIN 1" PVC CONDUIT WITH PULL BOXES LOCATED EVERY 250' AND AT ALL CROSSINGS. 8-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE PEB-PRS-D (1" OR 1-1/2") SERIES PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. XCZ-PRB-COM, (1" OR 1-1/2") SERIES DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN BIRD PESB RCV WITH 1" PRESSURE REGULATING BASKET FILTER(S). INSTALL XCZ-PRB-100-COM, 1" VALVE FOR DEMANDS LESS THAN 16 GPM. INSTALL XCZ-PRB-150-COM, 1-112" VALVE FOR DEMANDS 16 GPM AND GREATER. 33DLRC, 3/4" QUICK COUPLER VALVE WITH LOCKING COVER, PLACED WITHIN ROUND VALVE BOX. IC-3000-SS, 30 STATION, I-CORE "ET-SMART" IRRIGATION CONTROLLER, CONTROLLER SHALL BE INSTALLED WITHIN A STAINLESS STEEL WALL MOUNTED ENCLOSURE. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WSS, "ET" SOLAR SYNC MODULE, RAIN SENSOR, AND WIRELESS RECEIVER. INSTALL PER MANUFACTURE RECOMMENDATION MOUNT SENSOR ON 2" GALVANIZED PIPE ON BUILDING ROOF CLEAR OF ANY OBSTRUCTIONS. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. PVC PIPE 3/4" -2" CLASS 200 AS LATERAL LINES 12" BELOW GRADE. PVC PIPE 1-1/2" SCH 40 AS MAINLINES 18" BELOW GRADE. PVC PIPE SCH. 40 AS SLEEVING PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVES SHALL BE AT LEAST TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. ENDS SHALL BE SEALED AND EXTEND 12-INCHES BEYOND EDGE OF PAVEMENT OR HARDS CAPE. SLEEVE LOCATION SHALL BE MARKED WITH A PAINTED SPOT ON BACK OF CURB OR OTHER IDENTIFYING MARKING. SLEEVE SIZES AND EXACT LOCATION SHALL BE DIMENSIONED FOR AS-BUILT RECORD DRAWINGS AT TIME OF INSTALLATION. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBR-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. DETAIL A A A A A A A A A A N/A B C D E F, I G,I H, I J J NIA K K L K, L, M M FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. EXP. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -12 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PIJ.NNING DIVISION LANDSCAPE IRRIGATION LEGEND FOR DHJMAN GODDARD SCHOOL APPROVED J't: l-1~-I~ PLANNING DATE OWN BY LA PROJECT NO. DRAWINCII NO. RS CHKD BY SOP 12-02 476-4L FIELD BY Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. B. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.0.C.) AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 18. BACKFL0\1\1 DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS. OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28, WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SffE IMMEDIATELY UPON REJECTION. 30, ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL #14 U.F. APPROVED IN AN 18" DEEP TRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE -WHITE (FOR MULTIPLE CONTROLLERS USE DIFFERENT STRIPE COLOR PER CONTROLLER) B. HOT WIRE -BLACK C. EXTRA COMMON WIRES -WHITE WITH ORANGE STRIPE -MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER (DIFFERENT STRIPE COLOR PER CONTROLLER) D. EXTRA HOT WIRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) WIRES PLUS (3) EXTRA HOT WIRES RUN TO EACH END OF MAINLINE BACK TO THE CONTROLLER -LABEL ALL SPARE WIRES AT BOTH ENDS "SPARE". E. MASTER VALVE -BLUE W/\1\/HITE STRIPE I WHITE \IV/ BLUE STRIPE. F. FLOW SENSOR -RED WI WHITE STRIPE I RED WI BLUE STRIPE. 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. 32. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 33. 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. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON TH!c IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION, THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax Existing Irrigation Notes 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT. INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES. CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHAl..L REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS. AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION. LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED fMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN Tl,IS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION . 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUil T RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPEAND OTHER OBSTACLES TYP. 3 WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDS CAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. 10. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID \1\/ATER/OVERSPRAY ONTO BUILDING OR WINDOWS, ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 12. IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 13. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIIMTE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 14. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHAL~ BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 15. BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFL0\1\1 PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS. SLEEVES, PIPING. HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -12 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD IISHfaEIS I Pu.NNINGI l>IVISION 19 LANDSCAPE IRRIGATION NOTES FOR DHlMAN GODDARD SCHOOL APPROVED i-i✓:J ( ~ ~u...;tr /. 1+.11, PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY SDP 12-02 476-4L SECTION VIEW USE XCZ-PRB-100-COM, (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-PRB-150-COM, (1-1/2") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS -PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE -SEE LEGEND FOR TYPE. 3. BASKET FILTER. 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-1/2" VALVE) 5. PVC SCH 80 UNION.(1 REQ. FOR 1" VALVE) (2 REQ. FOR 1-1/2" VALVE) 6. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7. PLASTIC RECTANGULAR VALVE BOX WITH "RCV" HEAT-BRANDED ONTO LID. 8. FINISHED GRADE -SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB/ GROUND COVER AREAS. 9. PVC LATERAL LINE TO DRIP SYSTEM. 10. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 4D ELL. 14. PVC MAINLINE -DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTHS REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S VALVE STATION# LD. TAG ATTACHED TO VALVE BONNET BOLT. NOTES: A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. @DRIP REMOTE CONTROL VALVE NOTTOSCALE I \ " .,, ' \ .. ... (,,, /'I'' '·,1' '1••, 1. \,I:, ,,·1• 1, i, ii 1 11, 1 I I, I I I I I 2· MIN. I l •·MAX.JI SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. 10" PLASTIC ROUND VALVE BOX. HEAT BRAND "QCV" ONTO LID. 3. FINISHED GRADE. 4. STAINLESS STEEL CLAMP -2 REQUIRED. 5. 1/2" ROUND WASHED PEA GRAVEL· MINIMUM 4" DEPTH. 6. LANDSCAPE FABRIC. 7. #4 REBAR-36" MINIMUM LENGTH. 8. PVC MAINLINE -SEE LEGEND FOR TYPE. NOTES: "' - ------16 f-0 9. PVC SCH 8D TEE OR ELL 10. BRASS NIPPLE, 6" MINIMUM LENGTH 11. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 12. BRASS ELL -2 REQUIRED. 13. BRASS NIPPLE, LENGTH AS REQUIRED. 14. QUICK COUPLING VALVE WITH LOCKING COVER -SEE LEGEND FOR TYPE. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. QUICK COUPLER VALVE NOTTO SCALE 9 1------SECTION VIEW LEGEND: 1. FINISHED GRADE. 2. SCH 8D PVC NIPPLE -LENGTH AS REQUIRED. 3. SCH 80 PVC UNION. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). 5. PVC MAINLINE -DEPTH PER SPECS. 6. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE USED TO RAISE MAINLINE FOR BALL VALVE WITHIN 12" OF FINISHED GRADE. (QTY. 4 REQUIRED) NOTES: • II) - "'-----{7 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 8. LANDSCAPE FABRIC. 9. 1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. 1D. BALL VALVE -SEE LEGEND FOR TYPE. INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. 11. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER WITH STAINLESS STEEL BOLT AND WASHER. HEAT BRAND "BV" ONTO LID. A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE-INSTALL VALVE CENTERED IN BOX. E. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS BALL VALVE NOTTO SCALE SECTION VIEW LEGEND: 1. PVC LATERAL LINE PIPE. SEE LEGEND FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X). 3. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (2 REQUIRED) ' II) -,--. ¼--------...L.---7-'j,cf ( r'\ SECTION VIEW LEGEND: 1. PVC MAINLINE FROM BACKFLOW DEVICE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 2. PVC SCH 80, 45 DEGREE ELL -TYP. (4 REQ.). 3. 1/2" ROUND WASHED PEA GRAVEL-MINIMUM 4" DEPTH. 4 NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 7. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQ.) 8. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 9. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB/ GROUND COVER AREAS. 10. CHRISTY'S VALVE STATION# LD. TAG ATTACHED TO VALVE BONNET BOLT. 11. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "MV" ONTO LID. NOTES: 12. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 13. SCH 80 PVC FEMALE ADAPTER (2 REQ.) 14. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. A. USE SCH 80 PVC FITTINGS. B. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. MASTER VALVE NOTTO SCALE 101}-----..... LEGEND: WHITE BLACK ~-----t1 SECTION VIEW I I I I I -10 x PIPE DIAMETERS~ lf~Jbql--5 x PIPE DIAM!= I CRS-, DIMENSION 'A DIMCNSION 'B' I '--------NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA [XAMl-'I F:: FOR 1.5" FLOW SENSOR: DIM[NSIUN (A)::c (1.5"x 10)M!NIMUM 15" OIM[NSIUN (A)= (1.5" x 5) M:NIMUM 7.5" 4"MIN. SECTION VIEW NOTES: LEGEND: 1. POP-UP SPRAY HEAD-SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT- HUNTER SWING JOINT MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. PVC LATERAL LINE PIPE-SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. POP-UP SPRINKLER ~® -,-1 "'· I I I I I NOTTO SCALE LEGEND: 1. R/P DEVICE -SEE LEGEND FOR SIZE AND TYPE 2. BACKFLOW ENCLOSURE MOUNTED ON CONCRETE PAD, SECURED WITH PADLOCK. 3. PRESSURE REGULATOR -SEE LEGEND FOR TYPE. 4. BRASS UNION. 5. BRASS ELL (TYP). 6. SCH 8D PVC NIPPLE -6" MINIMUM. 7. MAINLINE TO MASTER VALVE. 8. SCH 8D FEMALE ADAPTER. 9. SCH. K HARD COPPER MAINLINE FROM METER. 1D. 12"x12"x12" CONCRETE THRUST BLOCKS- TWO REQUIRED. 11. CONCRETE SLAB -SEE NOTE BELOW. 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB/ GROUND COVER AREAS. 1. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER-HEAT BRAND "FS" ONTO LID. 2. FLOW SENSOR -SEE LEGEND FOR SIZE AND TYPE. 7. PVC MAINLINE TO MASTER VALVE -SEE LEGEND FOR TYPE, SIZE PER PLAN. 8. SCH 8D REDUCER COUPLING -SIZE PER MAINLINE AND FLOW SENSOR (2 REQUIRED). u..-,r-<___,_~\,,,!~,"'1 :i•~:t\ 12. BRASS FULL-PORT BALL VALVE, LINE SIZE. 12. CHRISTY'S VALVE STATION# 1.D. TAG ATTACHED TO VALVE BONNET BOLT. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 3. MAINLINE -SIZE PER FLOW SENSOR, LENGTH AS REQUIRED PER MANUFACTURE RECOMMENDATIONS. 9. 1" SCH 40 PVC WIRE CONDUIT WITH SWEEP ELBOW TO CONTROLLER LOCATION. 10. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 1-1/2" ABOVE GRADE IN SHRUB/ GROUNDCOVER AREAS. SECTION VIEW 13. BRASS RISER -LENGTH AS REQUIRED, 5 REQ. 14. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER. 16. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 17. SCH 8D PVC RISER -LENGTH AS REQUIRED. 18. PRESSURE REGULATOR, IF SPECIFIED. NOTES. A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 4D PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, ONE AT EACH CORNER). 5. LANDSCAPE FABRIC. 6. 1/2" ROUND WASHED PEA GRAVEL· MINIMUM 4" DEPTH. NOTES: A. USE SCH 80 PVC FITTINGS. 11. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS -SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT FLOW SENSOR. 14. WYE STRAINER -SEE LEGEND FOR TYPE. 15. BRASS BALL VALVE. NOTES: A. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE, AND EXTEND MINIMUM 8" PAST THE BACKFLOW ASS EMBLY PIPING. B. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. C. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. B SET TOP OF VALVE BOX Y," ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. C. BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TO GOVERNING CODES AND ORDINANCE. D. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. E. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. F. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. REMOTE CONTROL VALVE NOTTO SCALE SmithCor1suit1r1gArchitects I !12220 El Camino Real 'suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, (.A 92618 Tel 949 387 1323 www.ridgela.com D. WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. SLOPE TO DRAIN AWAY AND FINISH WITH 1/4" ROUND OVER. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. F. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. F INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE ADEQUATE CLEARANCE FOR MAINTENANCE. FLOW SENSOR NOTTO SCALE BACKFLOW DEVICE NOTTO SCALE L.A. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 "AS-BUILr DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLJ.NNINGI DIVISION LANDSCAPE IRRIGATION DETAILS FOR DHJMAN GODDARD SCHOOL APPROVED \ eq-. B!l.;dt h-~ 1-i--r-1"? PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY SDP 12-02 476-4L rlELD B'I' NOTES: r; I J AV - / <D- PLAN VIEW ~ I I I I I I . I I I I I ' I I I I I I I I . I I / '~ ~ T 0 REMOTE CONTROL VALVE 1TH FILTER w PRESSURE REGULATING VALVE TRANSITION TO DRIP TUBING PVC PIPE SUPPLY MANIFOLD E~IT TERS 12 INCH ON CENTER I POINT OF EACH AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH LATERAL LEG) [TYP) I EMIT I AIR RELIEF LATERAL CENTERED ON MOUND OR BERM) ( PLANTER AREA PERIMETER DRIP TUBING LATERAL TERS 12 INCH ON CENTER PVC PIPE FLUSH MANIFOLD PERIMETER LATERALS 2" TO 4" FROM EDGE ZONE FLUSH VALVE PLUMBED TO PVC PIPE (TYP) A. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. B. INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C. RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. D. ATTACH ALL IN-LINE DRIP TUBING TO AIR RELIEF VALVE BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION @ DRIPLINE LAYOUT (TYP) NOTTO SCALE I I I I I L'.'tl,a==~=-"l,,,;p/',=_-:,1__'1,:_=liJ"_] I I I I (l,a:=<1!!,,=f-/;,._~=~dJI ___ :_J 7 J---c-4--._ •• NOTES: LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE LATERAL LINE SUPPLY MANIFOLD. 3. PVC PIPE INLET HEADER. 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) [TYP) 7. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14 -16 INCHES ON CENTER - SEE LEGEND FOR TYPE. 8. TEE MALE ADAPTER. 9. PVC PIPE FLUSH EXHAUST MANIFOLD. 10. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP) • SEE LEGEND FOR TYPE. 11. DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE. 14. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. SECTION VIEW NOTES: LEGEND: 1. LOW VOLTAGE WIRES· SEE LEGEND FOR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF ½" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. B. DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 -#14 AND/OR 1 -#18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# SA 102, A LARGER WIRE CONNECTOR. NOTTO SCALE t=~ _LLLLLLLLLLLLLLLLLLLLLLLLLLLV~ ' '.LLLLLLI · LLLLLL' ' LLLLLL ' 1• _LLLLLL LLLLLI LLLLLL I I I I I I I I I I I I I I I I I I SECTION VIEW LEGEND 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLA.N FOR tJLPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL INSTALLED AFTl:.R I USING. 4. DRIP TUBING INSTALLATION, 14"-16" ROW SPACING FOR SHRUB AREAS AND 12" MAXIMUM ROW SPACING FOR TURF AREAS. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 3" BELOW FINISHED GRADE FOR SHRUB AREAS AND 7" 13LLOW FINISHED GRADE FOR TURF AREAS, PRIOR TO DRIP TUBING INSTALLATION. 6, 9" WIRE SlAKl::S FIVE (5) FEET ON CENTER, A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMM!::.NIJED THAT THE SOIL LEVEL IN THE PL/\NTER AREAS BE BROUGHT T03" BELOW FINISliED Gli.ADE AND PHUPLRLY CDMPACTFD AS PER THE U\NDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B. INSTALL TUBING ROWS 14''-16'' APART IN SHRUB ARE:AS AND A MAXIMUM OF 12" ROW SPACING FOR TURF AR~S. SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. C. BACKFILL FINAl 2" OF SOIL FOR SHRUB AREAS AND 6" OF SOil FOR TURF AREAS OVER THE TUBING AFTER INSTALLATION m l HE TUBING. ® DRIPLINE LAYOUT {TYP) NOTTO SCALE @ DRIPLINE LAYOUT (TYP) NOTTO SCALE mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 J87 1323 www.ridgela.com ---0 SECTION VIEW DIMENSION A B 3/4" TO 3" IN SIZE 12" 18" 4" TO 6" IN SIZE 18" 24" LEGEND: 1. FINISHED GRADE . 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4. PVC LATERAL LINE -SEE LEGEND FOR TYPE. 5. PVC MAINLINE -SEE LEGEND FOR TYPE. 6. CONTROL WIRES. NOTES A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. PIPE INSTALLATION NOTTO SCALE -------{1 I A1 I I A2 I CID-+----------t l~I 0 I HARDSCAPE I PLAN VIEW LEGEND: 1. RECTANGULAR VALVE BOX, TYPICAL. 2. APPROPRIATE STATION NUMBER HEAT-BRANDED ONTO VALVE BOX LID. 3. "RCV" HEAT-BRANDED ONTO VALVE BOX LID. 4. ROUND QUICK-COUPLING VALVE BOX, TYPICAL. 5. EDGE OF WALK, FENCE, CURB, ETC. NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 1-112" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET ½" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE. VALVE BOX LAYOUT NOTTO SCALE @---LEGEN.D: 1. BUILDING WALL, VERIFY EXACT LOCATION IN FIELD. 3 ~~=+f+=!----{4 I I=, M;±Hal----@ 11 i' 11,:/¥.1 i'itri' ~'i'icit~~~~ 6\_-'=::::!:::Y.l::==:::if:=!.Lt::::::W~== LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. SCHEDULE 40 PVC PIPE. 5. 6" DIAMETER OR GREATER SCHEDULE 40 PVC PIPE. 6. WIRE SLEEVE. 7. 6" DIAMETER OR GREATER SCHEDULE 40 PVC PIPE. NOTES: SECTION VIEW 8. 3" -5-112" DIAMETER SCHEDULE 40 PVC PIPE. 9. LESS THAN 3" DIAMETER SCHEDULE 40 PVC PIPE. 10. CLEAN COMPACTED BACKFILL. 11. PAVING [NON-ROAD). 12. METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVE, 12 INCHES DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN TWO lflCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE. A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER c 18" COVER, 3" -5-112" DIAMETER c 24" COVER, 6" DIAMETER OR GREATER c 36" COVER -SCHEDULE 40 PVC PIPE. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 6" DIAMETER OR LESS= 36" COVER, 6" DIAMETER OR GREATER= 4B"COVER -SCHEDULE BO PVC PIPE. C. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING. D. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. I I I I I -----------, I ~ I I / \.V I : ~----~ I 9 .. . . .... . ..., . . -... ,. 8 11nr-1r1 'I II H I SECTION VIEW NOTES: 2. WALL-MOUNT CONTROLLER, INSIDE CONTROLLER ENCLOSURE -SEE LEGEND FOR SPECIFICATIONS. 3. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER CONTROL VALVE WIRES. 4. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES. 5. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW SENSOR CABLE. 6. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. [1) ¾" X B' COPPER GROUND ROD MINIMUM WI #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 7. FINISHED GRADE I BUILDING FLOOR, COORDINATE CONDUIT ROUTING 8. RIGID 1" ELECTRICAL CONDUIT. 9. 120 VOLT POWER SUPPLY IN J-BOX 10."ET" SOLAR SYNC MODULE. 11. 2" GALVANIZED MOUNTING PIPE 12. "ET" I RAIN SENSOR MOUNTED ON POLE. VERIFY EXACT SENSOR LOCATION IN FIELD WITH OWNER. A. INSTALL ENCLOSURE AS PER CITY REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS. SLEEVE INSTALLATION NOTTO SCALE GD WALL-MOUNT CONTROLLER NOTTO SCALE FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 •AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE L.A. EXP. REVIEWED BY: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I 8HEET9 11 CITY OF CARLSBAD I I 8HE1E9T8 I . Pu.NNINQ DIVISION . LANDSCAPE IRRIGATION DETAILS FOR DHIMANGODDARDSCHOOL APPROVED 11✓:i! er--~).;ft-/, {4--1~ PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY SDP 12-02 476-4L LEGEND: 111f= - 11 111 II I I I 1- sEcTI0N VIEW I I I _,,,------,2 --,3 1. TORO DRIPLINE OPERATION INDICATOR. USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE . 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. NOTES: A INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. INST/ILL HEAD ,I" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB AREAS. @ □RIPLINE OPERATION INDICATOR NOTTO SCALE NOTES: LEGEND: 1. VINE /SHRUB I TREE. SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET: SEE LEGEND FOR TYPE. 3. RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24' POLYFLEX RISER ADAPTER. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE . 4. RAIN BIRD EASY FIT TEE COMPRESSION FITTING, MDCFTEE WITH FEMALE PIPE THREAD ADAPTER-MDCF75FPT . 5. MULCH OR COBBLE COVER, PER LANDSCAPE PLANS. 6. POLYETHYLENE INLINE EMITTER DRIP TUBING, SEE LEGEND FOR TYPE. 7 9" WIRE STAKES FIVE (5) FEET ON CENTER 8. 8. FINISHED GRADE. 9 AMENDED SOIL. PER LANDSCAPE PLANS. A PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE, TYPICAL. B. PLACE EMITTERS PLUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL. C. OFFSET XERI-BUBBLER TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 3:1 OR GREATER. D. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE E. ADJUST BUBBLER GPM FLOW BASED ON PLANT WATER REQUIREMENT, REFER TO PLANTING PLAN. • I() - L 'l L 'l SECTION VIEW LEGEND: 1. 6" PLASTIC ROUND VALVE BOX-HEAT BRAND "FV" ONTO LID. 2. FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. PVC LATERAL (OR EXHAUST HEADER). 5. PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 7. LANDSCAPE FABRIC. 8. S X ½" SCH 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 9, AUTOMATIC DRIO FLUSH VALVE -SEE LEGEND FOR TYPE. NOTES. A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS, AND½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. A PLAN VIEW SECTION A-A VIEW NOTES LEGEND: 1. PVC LATERAL LINE FROM DRIP ZONE KIT. SEE LEGEND FOR TYPE. 2. PVC SUPPLY MANIFOLD. SEE LEGEND FOR TYPE. 3. MANIFOLD-TO-ELBOW CONNECTION (TYP). 4. AIRNACUUM RELIEF LATERAL, BLANK POLY TUBING CENTERED ON MOUND OR BERM. 5. AIRNACUUM RELIEF VALVE PLUMBED TO BLANK POLY TUBING AT EACH HIGH POINT. 6. BERM (TYP). 7. EDGE OF PLANTER. 8. PERIMETER LATERALS 2" TO 4" FROM EDGE. 9. DRIPLINE TEE. 10. TORO DL2000 OPERATION INDICATOR (DL-MP9), OPTIONAL. 11. AUTOMATIC FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT. 12. PVC FLUSH MANIFOLD. SEE LEGEND FOR TYPE. 13. DRIPLINE LATERAL. 14. FINISHED GRADE. A INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. B. INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C. RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. D. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAX RUN LENGTH. EVITTEi nlA%UI.A~ SP~CI~~ 11 INSET A LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE SUPPLY MANIFOLD. 3, SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY Y,". 4 DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) ON FLAT AREAS PLACE AT END OF DRIP ZONE. 6. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14 -16 INCHES ON CENTER -SEE LEGEND FOR TYPE. EMITTERS TO BE TRIANGULAR SPACING. 7. PVC PIPE FLUSH EXHAUST MANIFOLD. 8. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP)-SEE LEGEND FOR TYPE. 9. CONNECTION FROM SUPPLY MANIFOLD TO DRIP LINE (TYPICAL)-SEE INSET "A" 10. DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. 11. PLANTER AREA PERIMETER. 12. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, AND MINIMUM 12" CLEARANCE FROM BUILDING. 13. BARB X FEMALE FITTING (TYPICAL), SEE LEGEND FOR TYPE. 14. ¾" PVC NIPPLE, LENGTH AS NECESSARY. AUTOMATIC DRIP FLUSH VALVE NOTTO SCALE ® DRIPLINE LAYOUT (TYP) NOTTO SCALE @ DRIPLINE LAYOUT (TYP) NOTTO SCALE NOTES: • 1 I() ~-,.5 SECTION VIEW LEGEND: 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 314" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. 6" PLASTIC ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, 112" SCH 40, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE, 314" SIZE WITH 314" x 112" SCH 40 PVC SLIP BUSHING. A USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER / SHRUB AREAS, AND 1" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING, LEGEND ™·~CD ~--"'-~-"'E,;;E~E~E .. E'"E~E,;;;_~-~-"'-~E~-"'E~-----0 LLLLLLLLLLLLLLLLL a\ .LLLLLLLLLLLLLL~~L~L~---@ .LLLLL LLLLL LLLLL 7 SECTION VIEW 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL. 4 DRIP TUBING -2"-4" BURIAL DEPTH FOR SHRUB AREAS AND 4"-6" BURIAL DEPTH FOR TURF AREAS. 5. DRIPLINE BARB INSERT FITTINGS -SEE LEGEND FOR TYPE. 6. BLANK POLY TUBING-LENGTH AS REQUIRED. 7. DRIP TUBING MALE ADAPTER. 8. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. 9. SCH 40 PVC TEE SxSxT, LINE SIZE BY Y,,,. 1 id:::=w¥w===ll~~.C L _ _j INSET A I I I 2•-4• I @-7: I I 6 1-/11 J \ \ \ \ \ \ Lf . .__,, \ \ \ \ \ \ \ \ \ ~ ] I I I LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE SUPPLY HEADER. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY Y,". 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 6. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, ROW SPACING 14 -16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM FOR TURF AREAS -SEE LEGEND FOR TYPE. J=::0::~=~ :0::=~ ~=~ ::C=~ 1: 7. PVC PIPE FLUSH EXHAUST MANIFOLD. -® --@: I 8. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP) - I SEE LEGEND FOR TYPE. ll,'.::!===~'="=~~-~~~~~==~~~Q:,,:,::1;:.,; 9. Y,,, POLYETHYLENE BLANK TUBING. .,:::r:::;J}rt=:cJ DRIP MANIFOLD BURIAL DEPTH INSET A 10. BARB X BARB INSERT TEE OR CROSS, TYP 11. DRIP OPERATIONAL INDICATOR - SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. 14. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED ® VINE DRIP EMITTER CONNECTION NOTTO SCALE @) DRIP AIR RELIEF VALVE NOTTOSCALE CD DRIPLINE CONNECTION NOTTOSCALE ® DRIPLINE LAYOUT (TYP) mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite ?DD Irvine, CA 92618 Tel 949 387 t 323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 "AS-BUILr DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD DATE BY DESCRIPTION REVISIONS APP'□ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH1EOET 11 CITY OF CARLSBAD I I SHE1ET9 8 I . PIJ.NNINGI DIVISION . LANDSCAPE IRRIGATION DETAILS FOR DHIMANGODDARDSCHOOL APPROVED Vt,dJ ~-~Loi I +-f-1~ PLANNING DATE DWN BY LA PROJECT NO. DRAWINQ NO. RS CHKD BY SOP 12-02 476-4L FIELD BY m ithConsu I ting Architects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 • 4777 i(858)_ 793 :'4_787 Fax • ~ -~1'-.r===~ SECTION VIEW LEGEND: 1. 4" GRATE (INCLUDED) 2. FINISH GRADE. 3 ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUDES, RISER, CHECK VALVE, GRATE, SWING ASSEMBLY, ½" MALE NPT INLET. AND BASKET CANISTER. 4. BUBBLER NOZZLE. 5, CHECK VALVE (INCLUDED). 6. 1/2" ROUND PEA GRAVEL AND SAND SOCK (RWS-SOCK) FOR SAN DY SOILS. 7. FILL WITH¾" GRAVEL TO BOTTOM OF CHECK VALVE. 8. ½" PVC SCH 80 NIPPLE (INCLUDED). 9. ½" 90 DEGREE ELBOW (INCLUDED). 10. 12" SWING ASSEMBLY (INCLUDED). 11. ½" MALE NPT INLET (INCLUDED). 12. PVC SCH 40 TEE OR ELL. 13. LATERAL PIPE. 14. 4" BASKET WEAVE CANISTER (INCLUDED). 15. AMENDED BACKFILL. 16. ROOTBALL OF TREE. PLAN VIEW INSET A SIDE VIEW ~~~ r w-1 ws. (I" ·~ NOTE: ll -...) PLAN VIEW A. TWO (2) BUBBLERS REQUIRED PER TREE. B. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE, TYPICAL. r-i\ TREE BUBBLER DEEP \f=J ROOT WATER SYSTEM NOTTO SCALE SET AT FIJGF OF SET AT EDGE OF ROOTBAI.L ROOTBALL LEGEND: 1. TREE TRUNK. 2. TREE ROOTBALL. 3. SPRAY HEAD NOZZLE· SEE LEGEND FOR TYPE. 4. FINISHED GRADE. 5. 2" LAYER OF MULCH, PER PLANTING PLANS. 6. IRRIGATION POP-UP HEAD -SEE LEGEND FOR TYPE. t----- 3 NOTE: 6 1_111W; 7. SCH 80 PVC THREADED RISER - LENGTH AS REQUIRED. CONTRACTOR SHALL HAVE POT MANUFACTURER PROVIDE ADDITIONAL HOLE IN BASE OF POT TO ALLOW FOR IRRIGATION STUB-UP. 8. PVC LATERAL, PER PLAN. 11 ffi, 7 9. PRE-ASSEMBLED TRIPLE SWING JOINT: HUNTER SJ SERIES (OR APPROVED EQUAL). LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET. © PLANTER POT DRIPLINE SECTION VIEW NOTE: 10, SET ROOTBALL ON UNDISTURBED NATIVE SOIL. 11. PVC SCH 40 TEE -SST OR ELL -ST ON PVC LATERAL. 12. TREE PIT, PER PLANTING DETAILS. A (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. (3) BUBBLERS REQUIRED FOR 36" BOX TREES. (4) BUBBLE RS REQUIRED FOR 48" BOX AND LARGER TREES. B. A PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS RETURNED TO LANDSCAPE ARCHITECT. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. POP-UP TREE BUBBLER NOTTO SCALE FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 •AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. R I D G E LANDSCAPE AR(HIT ECTS 8841 Research Drive Suite ZOO Irvine, CA 92618 Tel 949 387 I JZ3 www.ridgcla.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION DATE REVISIONS APP'D INSET A LEGEND: CD LANDSCAPE PLANTER @ MULCH @ROOT BALL © HOLE FOR IRRIGATION SUPPLY LINE. @ 114-INCH LANDSCAPE DRIPLINE, SEE LEGEND FOR TYPE. ANCHOR TO SOIL WITH TUBING STAKES AT 1 FOOT INTERVALS. ® 1/2-INCH ELL: RAIN BIRD EASY FIT COMPRESSION FITTING MDCFEL (f) 112-INCH BLANK POLYETHYLENE DISTRIBUTION TUBING. @ BARB FEMALE ADAPTER: XFD-FA-075. ® 3/4-INCH SCH 80 PVC RISER. @ ANTI-DRAIN CHECK VALVE. (D) FILTER FABRIC Q3) HARDSCAPE SURFACE @DRAIN Q1) DRAINAGE GRAVEL. @ 314" SCH 80 T.O.E. PVC RISER -LENGTH AS REQUIRED. @ SCH 40 PVC EL -3/4" FIPT X ¾" FIPT. @ SCH 40 PVC¾" FEMALE ADAPTER·¾" SLIP X ¾" FIPT. @ PVC SLEEVE UNDER HARDSCAPE, @ PVC LATERAL PIPE, SIZE PER PLAN. @ 114-INCH BARB TEE. ® 1/4-INCH BARB CONNECTION FITTING @ REMOVABLE FLUSH CAP: RAIN BIRD MDCFCAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINQ DIVISION ~DSCAPE IRRIGATION DETAILS FOR DHIMAN GODDARD SCHOOL APPROVED lr-~1-oit )1< -l-1.+-1:s PU.NNING DATE OWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY SOP 12-02 476-4L rlELD BY WATER EFFICIENT LANDSCAPE WORKSHEET HYOROZONE INFORMATION TABLE Controller Zone ?Ian! Hydrozone Area % of Total H_ydrozone* Irrigation Type/Factor*** Landscaped No. or Method** (Sq, Ft.I Valve (PF) Area 1 MW 1 D 0.4 1, 114 8.10 1 MW 2 6 0.5 125 0.9' 1 MW 3 D 0.4 738 5.36 1 MW 4 B 0.5 225 1.54 1 MW 5 D 0.4 1,687 12.26 1 MW 6 D 0.4 329 2.39 1 MW 7 B 0.5 50 0.38 l MW 8 D 0.4 26 0.19 1 HW e s 0.8 584 4.25 1 HW 10 D 0.8 401 2.91 l HW 11 s 0.8 672 4.88 1 MW 12 D 0.4 346 2.52 1 MW 13 s 0.4 649 4.72 1 MW 14 s 0.4 649 4.72 l MW 15 s 0.2 373 2.71 ·-l HW 16 s 0.8 1,049 7.63 l HW 17 s 0.8 977 7.10 l HW 18 D 0.8 ' 294 2.14 1 HW 19 s 0.8 ' 572 4.16 1 HW 20 s 0.8 956 6.95 .. 1 MW 21 B 0.5 36 0.26 l HW 22 D 0.8 334 2.43 1 HW 23 s 0.8 674 4.90 1 HW 24 s 0.8 B97 6.52 Total Planted Area 13,757 100% SEASONAl IRRIGATLON SCHEDULE rroject Narne: Goddard Cycles Per Day: 1 t\M-:!ter Numbc..r: #1 Do-,,; Per Week: 6 l;_vapotrami;fration Rates: Irrigation efficiency: {%1: Eto Historical: 47.0 Rotors: 0.75 Winter Spring Summer Coll Spray Heads: 0.71 tto Per Day 0.09 0.16 0.22 0.13 : Bubbler Heads: 0.80 Eto Per Season 6.8 128 17.2 10.2 Clip Systems: 0.90 0.85 .Surface Drip: Run Times (Minutes per Oay) = (Elo) +(IE)• (PR)• (RD)+ (CJ x (Kc) x 60 stream Rotory: 0.75 Efo = Seasonol [vapofranspiroHon M_icro Spray 0.75 'E = lrr!gation Efficiency PR = P·edpitation Rote !lncl1es per Hour) PreciQitation Rate lin/hrl RD -Run da)S (S,msonal To1all Ro·tors: .... 0.45 c = cycles per Day Spray Heads: 1.60 Kc= Crop Coefficient Bubbler Heads: 3.00 60 = conversion to minutes Drip Syslerrn: 0.49 Su1face o:ip2 l.25 Stream Rotary: 0.45 Micro Sproy 0.61 Valve : Pl ., : lrrigation Kc PR IE Winter Spring . Summer Fall Run Times . , am1ng: (Dec, Janifebl. (Mar .• ¼::if: ~ia)') (Jun. Jul. Aug) (Sep. Oct, Hovi Quonrily : · lype 3 • ohn,b spray 0.40 1.60 0.71 6 10 14 : 8 Min. rer Day Individual Valve Run Time Minutes Per buy i--2 3 5 3 6 Sh<ub Drip 0.40 0.49 0.90 28 52 70 42 Min. Per Day 1fl diV; dl ifii .. V CilVc·---R·u·o· Tim·e···-~;1ft1iJfes p,ir·tfay·· • ~-~-~ ~-·• .. .-n .. ·-.,.;., •. _ • ., 5 9 ' 12 7 8 Turt Spray 0.80 1.60 0.71 2'I --·-54 73 • 44 Min. Per Day Individual Valve Run Time Minutes Per Day 4 7 9 . 5 3 Turi Drip 0.90 0.49 0.90 32 59 79 47 Mi!l. PP.r D<iy .. it1dividli"Ci""va!ve Run Time Minutes Per Day 20 26 16 11 4 Tree Bubb'er 0.80 3.00 0.00 7 13 17 JO Mn. Per Day ' ............... lndividuCli vCllve Run lirne Mmutes Pei Day 2 3 4 3 . Tolol 24 Total Hour Run Times I 6 Days rer week 1.71 3.13 4.21 2.53 Hours Pet Day Valves . : CONTROLLER SCHEDULING NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO i'lON-IRRIGATED AREAS. Irrigation Pressure Calculation f1/ieter No; HCL: Elevation uf Meler: Slo/ic Water Pressure PSI: Valve No; Valve Demond Maximum System Demand Elevation Change P.O.C. to Highest Head: Losses: l" WaterMefer 2" Ser'l.1ce !ine 1-1/4" RP Bockffow nevice 2" Bn~ket Strainer H /2" Moster Valve . . ............ . l" Flow Sensor lsolction Valves H/2" R.C.V. 45D Feet of 1-1/2" Mainline Sch. 40 Fitting Loss l 0% 2 580 f' 313 FT ll6 psi 24 23 Gr/vi 23GPM Off 3.4 psi 0.5 psi 12.0 psi 2.0 p£.I 1.7 p,i 2.0 psi 0.5 psi 3 9psr 6.9 psi 3.3 P~i ~Oteral Une Loss 10% -~~o·•-"' ·.· .. ··.. .. .. ··.·. '.oss to Highest Head Total Losses: Head Operating Pcessure: .................... , ....... ·············. Tota1 Pressure Required: Static Pressure Available: Residual Pressure; Sef Pressure Regulator: 3,0 p~i C.O psi 3Y psi 30 psi 6? psi ll6psi 46 ps,i /Y psi Controller "A" Evapotransplration Rate IEto)' Conversion Factor (Step l x line 2/ Plant Factor (PF) .. (O.l ·0.8) Hydrozor,e Area (I JAi. in square feet (S'ep 4 x I ime 5) Irrigation Efficiency (IE)"• !Step 6 , Line 7) rota! all Steps B + Total SLA sq. in Step 5) step 3 xstep 9 Estimated Total W atcr Use-ET WU jGaHons rer Year) Toial shall not exceed MAWA Wast of J-5 = 40.0 East of h5 and West offl Com:no Red= 44.0 Easi of El Comlno Real= 4i.o Applicant mav pro\,ide differert F.to :f $1.•pported b1-· Process step No_ 47.0 47.0 47.0 47.0 0.62 29.140 0.3 1,697 509 055 926 0.3 D 0 0.70 0 n.3 4,635 1,391 0.80 1,738 q ?F -f'lantFacfor :water Use) -from WVCOLS Selected based on tvoe of pion ts in hydrozones; 0.J = VLW -Very Lew Wo7er U~& f'lanis 0.3= LW-Low Water Use Pion ts fl~')= l./lW-Mnde-rate W•:re· U~e 0.8 n 0 0.55 0 ln,089 293,987 0.8 0 0 0.70 0 ~ • • If • .rrigafon E-ff-iciency Spray= .55 Rulor .:c ,70 Bub Ole,-= ,75 Drip & Ulicro 3prov = .80 47.0 0.8 0 0 a.so 0 SLA docume-ntotion S'JbjeC7 to oµprcvrJ1 by ·)he Ciiy Planning 0,8 = HW-High Water Use Plants 0\--i'lion A different I[ may be used if supporied bt documen~ation subjeci ro approval by the Ci1y MAXIMUM APPLIED WATER USE ( MAWA) calculalion; MAW A" jETo) X /0 62) X i(0.7 X LA)+ (0.3 X SLA/) 13.757 MAWA 7,425 Total landscape Area Tota! Sl ,6.. METER #1 WATER USE CALCULATION FOR REFERENCE ONLY AB 1881 WATER BUDGET CALCULATIONS {METER #1) Maximum ARRlied Water Allowance (MAWA) The project's Maximum Applied Water AllmArance shall be calculated using this equation· MAWA = (ETo) X (0.62) x [(0.7 x LA)+ (0.3 x SLA)J Eto (Historical £vapotranspiration for Area) = ETAF(Evapotranspiratian Adjustment factor -LA) = ETAF(Evapotranspiration Adjustment factor -SLA) = LA (Lanciscaped Area) = SLA (Special Landscaped Area) = 0.62 (Conversion factor;) Eto ETAF LA or SLA (ft') MAWA for LA= 47.00 X 0.70 X 13,757 • MAWA forSLA = 47.00 X 0.30 X 7,425 X Total= Maximum Applied Waler Allowance (MAWA) = FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 16 -19 47.00 0.70 0.30 13,757 ft2 7,425 ft2 Conversion MAWA (Gallons Per Year) 0.62 0.62 345,525 280,615 64,909 345,525 Gallons Per Year APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD I SH1E2ET II CITY OF CARLSBAD IISHE1E9T8 I . PLANNING 0IVISION . mithConsu!tingArchitec 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 · 4777 (858) 793 · 4787 Fax c1 R I D G E LANDSCAP~ ARCHll ECTS 8841 Research Drive Suite 2D0 !,vine. lA 92618 Tel 949 38713?3 W1i1rw. ridgcla.com L.A. REVIEWED BY: INSPECTOR DATE EXP. DATE BY DESCRIPTION APP'D DATE REVISIONS LANDSCAPE IRRIGATION CALCULATIONS FOR DHIMANGODDARDSCHOOL APPROVED 11.,/ I. 1-1--I-?; PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY SOP 12-02 476-4L FIELD BY / / / / / ) I / / / / I I I __,,_,-+-_ -----;-,<--t--¾,,_('-E)_.....e:._/ /----,,Cl\~-., DETENTI BASIN 1TH ORNAMENT GRASSES r--DETENTIO BASIN WITH. ORNAMEJ>i'f' A GRAS ES ELOW- ETENI.I .,--.....·· _ ···-. ,, /_/_/_/_/_._--_-__ -_· _-_·7r__J_1 __ ·· _ ···-----:.,:;:e,...,:::___ ___ I I /// .... ·1 PROPERTY (E) ;JNE, TYP. // (El ~~ill2lli1~24••Jf I IIlllI••tt:J""'i~:-·-·. ~==·":::=,m=st=7t""'t;:;E;0}J:1 ijb ;;.> • ......... BELOW-GRADE --.:.-:•:::/::::::::::::::;:::::,-.- ·.•;;;:;::.·:.·::: ... ··,.·.-.··,···.·, .. ·· 1 .. , ......... ,," ................ :Jtft\f(i: ............ ,. . ········· ,. \ PROPOSED BUILDING DETENTION TANK SOIL SAMPLE LOCATION DETENTION ---+- BASIN WITH ORNAMENTAL GRASSES di I 0 0 I 01 I ""11 ii; -rr- 11 'i PROPERTY -- LINE, TYP. '---DETENTION BASIN WITH ORNAMENTAL GRASSES --------------7 EXISTING PLANT LEGEND I I I I I i ji '1' I I !Ii I 'I /!! I 'I ,/, if I 0!1! 0.:: <( > w _J ::) 0 OJ w (9 w _J _J 0 ()· PROPERTY LINE, TYP. \ SYMBOL BOTANICAL/ COMMON NAME TREES: SYMBOL BOTANICAL/ COMMON NAME TREE.S (CONTINUE.DJ: I I ARCHONTOPHOENIX CUNNINGHAMIANA / KING PALM + PODOCARPUS GRACILIOR I FERN PINE SIGHT VISIBILITY LEGEND I I : i I I ' EXISTING PLANT LEGEND <~, 0 25' X 25' SIGHT DISTANCE TRIANGLE AT DRIVEWAYS PER CITY REQUIREMENTS -NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT (INCLUDING PLANTS MEASURED AT MATURITY) SHALL BE ALLOWED WITHIN THIS ZONE, TYPICAL. SYMBOL BOTANICAL I COMMON NAME SHRUBS, VINES & GROUNDCOVERS: AGAPANTHUS ORIENT ALIS I LILY-OF-THE-NILE ASPARAGUS DENSIFLORUS / MYERS ASPARAGUS BOUGAINVILLEA/ BOUGAINVILLEA CEANOTHUS SPP. I CALIFORNIA LILAC LIMONIUM PEREZII / STATICE MYOPORUM PARVIFOLIUM / MYOPORUM PHORMIUM TENAX / NEW ZEALAND FLAX PITTOSPORUM TOBIRA / MOCK ORANGE RHAPHIOLEPIS INDICA / INDIAN HAWTHORN ROSMARINUS SPP. / ROSEMARY SALIX SPP. I WILLOW TRACHELOSPERMUM JASMINOIDES / STAR JASMINE 0 ... '-__,. (E) CHORISIA SPECIOSA / FLOSS SILK TREE ~--f JACARANDA MIMOSIFOLIA / JACARANDA (E) 10 20 40 60 SCALE AND NORTH • (E) ~ QUERCUS/ OAK SYAGRUS ROMANZOFFIANUM I QUEEN PALM mithConsultingArchitects 1222D El Camino Real Suite 2DD San Diego, CA 92130 {858) 793 -4777 (858) 793 -4787 Fax 0 R I STREET CORNER SIGHT DISTANCE TRIANGLE PER CITY REQUIREMENTS· NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT (INCLUDING PLANTS MEASURED AT MATURITY) SHALL BE ALLOWED WITHIN THIS ZONE, TYPICAL. TREE CANOPIES SHALL BE TRIMMED TO A MINIMUM 6' CLEAR HEIGHT ABOVE ADJACENT FINISH GRADE WHERE LOCATED WITHIN VEHICULAR SIGHT LINES AND WHERE WITHIN 25' CORNER SIGHT DISTANCE TRIANGLE AS APPROPRIATE TO PRESERVE VEHICULAR SIGHT LINES. ·As-BUILr D G E LANDSCA Pl L.A. EXP. ARCHITECTS 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com INSPECTOR DATE DATE PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE COMMENTS DESCRIPTION QTY. WUCOLS DETAIL TREES: 0 ALNUS CORDATA/ ITALIAN ALDER LOPHOSTEMON CONFERTUS I BRISBANE BOX OLEA EUROPAEA 'SWAN HILL' I SWAN HILL OLIVE QUERCUS AGRIFOLIA I COAST LIVE OAK 24" BOX STD.* 15 GAL. STD. 11'H X 4'W X 2" CAL. 7'HX2'WX1"CAL. 36" BOX 9'H X 8'W X 3' CAL. MUL Tl-TRUNK 36" BOX STD." 10'H X 4'W X 3" CAL. CANOPY SHADE TREE 5 EVERGREEN 7 SCREENING TREE SPECIMEN ACCENT TREE 2 EVERGREEN 9 SCREENING TREE MOD. (0.4-0.6) MOD. (0 4-0.6) LOW (0.1-0.3) LOW (0.1-0.3) A,B A,B H A,B 0 "NOTE ALL STANDARD FORM TREES WHICH ARE LOCATED IN OR ADJACENT TO VEHICULAR USE AREAS SHALL HAVE CANOPIES WHICH ARE RAISED (IF NECESSARY) AND MAINTAINED AT 6' CLEAR FROM ADJACENT FINISH GRADE. SHRUBS, VINES & GROUNDCOVERS: ZONE 1 -LUSH LANDSCAPE (43% OF TOTAL LANDSCAPE AREA) I ·.· ·1 FESTUCA 'MARATHON 11' / ~·=:= .. ·=· ==· MARATHON FESCUE SOD PLANT PER PLAN 7,481 HIGH S.F. (0.7-0.9) @ 0 ZONE 2 • REFINED LANDSCAPE (57% OF TOTAL LANDSCAPE AREA) CALLISTEMON 'LITTLE JOHN' I DWARF BOTTLEBRUSH CAREX DIVULSA / BERKELEY SEDGE CEANOTHUS T. 'SKYLARK' I CALIFORNIA LILAC PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY LANTANA MONTEVIDENSIS I LANTANA MISCANTHUS S. 'MORNING LIGHT' I SILVER GRASS MUHLENBERGIA C. 'REGAL MIST'/ PINK MUHLY 5 GAL. PLANT 30" O.C. 1 GAL. PLANT 30" O.C. 5GAL. PLANT 4' O.C. 5GAL PLANT PER PLAN STAKED 5GAL. PLANT 3' O.C. 5 GAL. PLANT 3' O.C. 1 GAL. PLANT 30" O.C. FLOWERING SHRUB MASS ORNAMENTAL GRASS LARGE NATIVE SHRUB MASS SCREENING VINE FLOWERING SHRUB MASS ORNAMENTAL GRASS ORNAMENTAL GRASS 35 83 43 26 54 33 86 MOD. (0.4-0.6) MOD. (0.4-0.6) VERY LOW (<0.1) MOD. (0.4-0.6) LOW (0.1-0.3) MOD. (0.4-0.6) VERY LOW (<0,1) r-:•'.•:•:•:•'.·'.·'.·'.1 ROSMARINUS 0. 'PROSTRATUS' I ::::::::::::::::::: PROSTRATE ROSEMARY FLATS PLANT 18" O.C. FLOWERING GROUNDCOVER PER PLAN LOW (0.1-0.3) 0 WESTRINGIA F. 'MORNING LIGHT'/ DWARF COAST ROSEMARY PLANT CONTAINERS: FORTUNELLA MARGARITA 'NAGAMI' I NAGAMI KUMQUAT -UNDERPLANTED WITH - THYMUS X CITRIODORUS I LEMON THYME BIO-RETENTION AREAS : 5 GAL. 24" BOX MULTI 6" POTS PLANT 30" O.C. CENTER IN POT EVENLY SPACED AROUND KUMQUAT SEE DETAIL G, SHEET14 EVERGREEN HEDGE UPRIGHT ACCENT SUCCULENT ..GROUNDCOVER 31 2 24 LOW (0.1-0.3) LOW (0.1-0.3) LOW (0.1-0.3) ~~~~~ JUNCUS PATENS I CALIFORNIA GRAY RUSH "'-"-"-'-'-'-"-"-'-'"' -wilh- 4" POTS PLANT 1B" O.C. THROUGH SOD 866 MOD. (0.4-0.6) ■--- 'NO MOW' FINE FESCUE SOD PER MOD (AVAILABLE FROM PACIFIC SOD, (800) 942-5296) PLAN (0.4-0.6) DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 14, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. UTILITY SCREENING: LANDSCAPE CONSTRUCTION DRAWINGS SHALL SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING, MAINTENANCE NOTE: • ALL ON-SITE LANDSCAPING IS TO BE MAINTAINED BY THE PROPERTY OWNER. • ALL LANDSCAPING WITHIN THE RIGHT-OF-WAY ON COLLEGE BLVD. AND RED BLUFF PLACE IS TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. C,E,F C,E,F C,E,F D C,E,F C,E,F C,E,F C,E,F C,E,F G G C,E,F APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP"D I SH~ II CITY OF CARLSBAD Pl.ANNINO DIVISION LANDSCAPE PLANTING PLAN FOR DHIMANGODDARDSCHOOL APPROVED l~_;J1,/ ?=r-FJLat I ·l-r-1'? PU.NNING DATE DWN BY LA PROJECT NO. DRAWINGI NO. RS CHKD BY SOP 12-02 476-4L rlELD BY PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT, CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G, H. I. J, K. L. M. N. 0. p Q, R. s. T. U. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS, SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM, LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS, ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. W. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED L/\ND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. SLOPE RE-VEGETATION NOTES 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 #1 -COVER CROP/REINFORCED STRAW MATTING: , COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. , TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER , REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER , ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO 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 2-3/4 INCH LINERS) 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 SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO B' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) 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. LEQUALL ,, ,, NOTES A. ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWIS1= INDICATED ON PLANS. SEE LEGEND FOR SPACING RJ:QUIRl=MENTS. SHRUB & GROUNDCOVER SPACING ]□ SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE· MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE @ ® (i) I @I • • • 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLAN VIEW PLANTING AT PARKING EDGE PRECAST CONCRETE PLANTER POT PER COLOR AND FINISH SCHEDULE, SHEET 2 NOTES: (1) 24" BOX 'NAGAMI' KUMQUAT, PER PLAN (14) 6" POTTED LEMON THYME, PER PLAN • DIAGRAM ABOVE REPRESENTS ONE PLANTER POT. EACH PLANTER POT TO RECEIVE SAME QUANTITY OF PLANT MATERIAL AS INDICATED. • REFER TO DETAIL I, SHEET 3, FOR PLANTER POT INSTALLATION INFORMATION. PLANTER POT PLANT LAYOUT mithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 • 4777 (858) 793 -4787 Fax -- 2XDIA. ? OF ROOTBALL LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. 3. 4. 5. 6, 7. 8, PERMANENT WATERING BASIN· MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. FINISH GRADE. AMENDED BACKFILL MIX· SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CROWN" OF PLANT-MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. C SHRUB PLANTING NOTTO SCALE LEGEND: 1. WALL, FENCE OR TRELLIS, PER PLAN. 2. WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING 5. FERTILIZING TABLETS PER SPECIFICATIONS, 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. PLACE AS CLOSELY AS PRACTICAL TO WALL, FENCE OR TRELLIS. 7. EXISTING SOIL. 8. "CROWN" OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. ADJUST NURSERY STAKE TO LEAN AGAINST WALL FOR VINE SUPPORT. PRE~ PLAN VIEW " . 2 X DIAMETER l OF ROOTBAll SECTION A TREE PLANTING & STAKING PREVAILING WIND STAKE LOCATIONS -PLAN VIEW SEE SPEC. 2X DIA. OF ROOTBALL SECTION 11 LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3 WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS, 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDS CAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. NOTTO SCALE LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISH GRADE OF EXISTING SLOPE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9 SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE 10. FINISH GRADE OF SLOPE AFTER PLANTING· SHALL NOT EXCEED 1 :1 GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. VINE PLANTING NOTTO SCALE B TREE PLANTING & STAKING ON SLOPE NOTTO SCALE R I D G E LANDSCAPE ARCHIT EC15 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 I 323 www.ridgela.com "AS-BUILr LA. EXP. REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE PLANTING DETAILS FOR DHIMAN GODDARD SCHOOL APPROVED It-id ~ ti !.;;-It' l. 1--\--1 :'2 PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY SDP 12-02 476-4L FIELD BY PLAN VIEW -ABOVE GROUND SCALE: 1/2" = 1 '-0" 31---- 6\.---- 71---- 121----./ H OLIVE TREE PLANTING IN RAISED PLANTER R I D G E mithC011sultingArchitects LANDSCAPE ARCHITECTS 12220 El Camino Real Suite 200 8841 Research Drive San Diego, CA 92130 Suite 200 lrcine, CA 92618 (858) 793 -4777 Tel 949 387 1 323 (858) 793 -4787 Fax www.ridgela.com I I I _JJ_ PLAN VIEW -BELOW GROUND SCALE: 1/2" = 1'-0" "AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE 1 1--------11 ~{'_.j;s!IJ_.....J.t.;c"v· ·:, 1i1r.~1, ~1-,,..,.,,.""""'.,1/\I , ,, ,I : 1111 4 ~--------ii~ ~11 "-' "' ., cc, i;;:11:i;!Jii;~}rl1I1H1-=,, =, .. ,, i:iiiii ' ,1-•ILILlblLlblL,L-1-JILILLILIL,IL PLANTING LEGEND: 1. ATRIUM DRAIN SECTION A-A SCALE: 1/2" = 1'-0" 2. SANDY LOAM BACKFILL 3. 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC 4, 1 CUBIC FOOT OF PEA GRAVEL 5. DRIP TUBING FOR SHRUBS 6. TREE TRUNK ~------<6 7 3" DIAMETER CORRUGATED PLASTIC PIPE FOR METHANE GAS REMOVAL 8. SEPARATELY VALVED LASER DRIP IRRIGATION TUBING FOR TREE 9, RAISED CONCRETE PLANTER WALL PER DETAIL D, SHEET 3 10. ADJACENT PAVING, PER PLAN 11. 90% COMPACT SUBGRADE PER SOIL ENGINEER'S REPORT 12. CONNECT TO DRAINAGE SYSTEM SCALE: 1/2" = 1 '-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I SHEET 11 CITY OF CARLSBAD 15 PL-"'NNING DIVISION LANDSCAPE PLANTING DETAILS FOR DHlMAN GODDARD SCHOOL APPROVED 1al ~~ ~,~i /-1~ I~ PU..NNING DATE DATE BY DESCRIPTION REVISIONS DWN BY LA PROJECT NO. DRAWINQNO. APP'D RS CHKD BY SDP 12-02 476-4L FIELD BY SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. ACI 301 -Specifications for Structural Concrete for Buildings. B. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. C. ANSI/ASTM A497 -Welded Deformed Steel Wire Fabric for Concrete Reinforcement. D. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 Concrete Aggregates. F. ASTM C94 Ready Mixed Concrete. G. ASTM C150 Portland Cement. H. ASTM C260 Air-Entraining Admixtures for Concrete. I. ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 Chemical Admixtures for Concrete. K. FS TT-C-800 -Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1.06 TESTS A. Testing and analysis will be performed under provisions of the UBC, current edition. B. Make available proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. D. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each doss of concrete placed each day. F. One additional test cylinder will be taken and be cured on site under same conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. B. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review and approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33, from a single source throughout project. C. Water: Clean, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2. 03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0. 9 Modulus of Elasticity: 0.5 to 0. 7 x 1000 ksi Tensile Strength: 80 to 110 ksi Length: 0.5 inch 2. The approved manufacturer or dislrib1.1tor shall provide the services of o Qualified Technician for a pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete batch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add to the concrete mix at the rote of 1.5 lbs per cubic yard of concrete. 6. Submit concrete receipt from botch plant to Owner, showing name of manufacturer and rate of application for fibers. 2.04 ACCESSORIES A. Pre-emergent Herbicide: Surflan B. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Surface Sealer: ProSoCo Kure/Seal. D. Integral Color (Non-Immersion Conditions): L. M. Scofield Chromix. E. Patch Bond: Weld-Crete. F. Lithochrome color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete with the following characteristics: -Compressive Strength at 28 days: 2500 pst C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Part 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrade and/or base is ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Moisten subgrode and/or base to minimize absorption of water from fresh concrete. B. Apply pre-emergent herbicide, per manufacturer's specifications, to soil surface below all areas to receive concrete. If using base material, apply to subgrode prior to installing base. C. Notify Landscape Architect and Owner minimum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Place and secure forms to correct location, dimension, and profile. Obtain layout approval prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. B. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slab and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in copped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. B. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. mithConsultingArchitects /12220 El Cami no Real Suite 200 /San Diego, CA 92130 (858) 793 • 4777 ~8) 793 · 4 787 Fax D. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. F. Place concrete to pattern indicated. G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. H. For concrete steps, walls or other cost in place elements, settle concrete by vibration to eliminate honeycombs. Concrete with visible honeycombs will be rejected. I. Tolerances in horizontal alignment of hardscape elements such as paving edges, joints, walls and steps shall not exceed 1 / 4" in 10 feet, or 1 /2" in 50 feet. 3.07 FINISHING A. See plan for finishes and finish locations. B. Curbs, Swales and Gutters: Light broom. C. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compact and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floots only, and apply following finishes ofter surface by floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes are as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slab surfaces. After placing slabs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that are to receive mortar setting beds for precast tile pavers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete has set enough, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. ii. Contractor shall schedule this work to be executed with as little conflict with other trades as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and opprove the desired finish. iv. Care shall be taken to protect all adjacent surfaces from damage which are not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, clay or other foreign materials. Nozzle position during the operation shall be as determined in the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site all surplus and waste materials. e. Retardant Finish - i. Concrete Mix Design: An extremelx coarse mixing contains the greatest possible percentage of 3/8" top size aggregate and a minimum amount of mixing water should be used. Aggregate/sand ratio to be 70% aggregate to 30% sand. ii. Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following has been completed, apply the retarder and "Lithotex" by L.M. Scofield (213/725-7112) per Scofield's Application Instruction T-203.03. Once the retarder hos been applied, cover the surface with plastic sheeting or curling paper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours after placement by sandblasting or with a coarse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applied so that the surface shall be covered ofter aggregate exposure with new, non-staining paper. f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per pion. Color-Hardened Concrete System: All concrete flatwork and adjacent vertical surfaces designated in the plans or specifications as having a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, a dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Data Bulletin A-104. The finish shall be as designated in the finish schedule. E. Concrete Surface Sealer: Surface Sealer: All concrete that hos either been sandblasted or retardant finished shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident after the concrete has cured, lightly wash the aggre9.ate surface with a mild muriatic acid solution (usually a 10: 1 dilution) that has been thoroughly rinsed with water and cleaned with diluted Lithochrome "Floor Cleaner" by L. M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix hos cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coot of Aqua-Mix Penetrating Sealer (213) 946-6877, at the rate of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not, apply a light second coat. Refer to Aqua-Mix Specifications for complete instructions. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provision of the UBC, current edition. B. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.09 PROTECTION A. Immediately after placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. , SH~ II CITY OF CARLSBAD PLANNING! DIVISION R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite ZOO Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'□ DATE REVISIONS LANDSCAPE SPECIFICATIONS FOR DHIMAN GODDARD SCHOOL APPROVED I 4--f;-ILa/-)'% I, 14--1-,, PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY SOP 12-02 476-4L FIELD BY SECTION 02611 IRRIGATION SYSTEM Note: In case of conflicts, City of Carlsbad Standard specifications shall take precedence. Part 1 -GENERAL 1.01 WORK INCLUDED A. Provide complete irrigation system. 1.02 RELATED WORK A. Section 02950 -Landscape Planting. B. Section 02970 -Landscape Maintenance. 1.03 QUALITY ASSURANCE A. Due to the scale of drawings, it is not always possible la indicate oil offsets, fittings, sleeves, etc., which might be required. Carefully investigate the structural and finished conditions affecting the work. Install the work ta avoid conflicts between irrigation system, plantings, other site utilities, and architectural features. 1.04 SUBMITTALS A. Material List - 1. Furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. Na substitution will be allowed without prior written approval by the Architect. 2. Submit complete material list prior to performing any work. Material list shall include the manufacturer, model number and description of all materials and equipment to be used. Substitutions must be identified as such. 3. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the Contractor required to remove such materials from the site at his own e<pense. 4. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. B. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of lhe Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including waler meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site ot all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink. C. Controller Charts - 1. Record drawings shall be approved by the Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a blackline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 5 mils thick. 7. These charts shall be completed and approved prior to final inspection of the irrigation system. D. Operation and Maintenance Manuals - 1. Prepare and deliver two (2) sets of operation and maintenance manuals as specified in Division 1 and as follows: a. Catalog and parts sheets on every material and equipment installed under this Contract. b. Guarantee statement. c. Complete operation and maintenance instructions on all major equipment. d. Assemble manual in hard cover three-ring binder with table of contents. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing lo the Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished - 1. Supply as a part of this Contract the following tools: a. Two sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two five-foot valve keys for operation of gate valves. c. Two keys for each automatic controller. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Architect. 1.05 STORAGE AND HANDLING A. Exercise care in handling, loading, unloading, and storing pvc pipe and fittings. B. Transport pvc pipe in a vehicle which allows the length of pipe to lie flat for the full length of the pipe sections. C. Pipe sections denied or damaged will be rejected, whether installed or not. 1.06 GUARANTEE A. On Company letterhead, re-type the following information and provide to Owner at completion of project: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work hos been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace defects in materials and workmanship, including damages consequential to defects in materials and workmanship and repair or replacement, which develop during one year after completion and acceptance of work, at no cost to Owner. We agree to make such repairs and replacements within a reasonable time, as determined by Owner, after receipt of notice. In the event of our failure to make such repairs and replacements within a reasonable time after notification by Owner, we authorize Owner to proceed to have such repairs and replacements made at our expense and we will pay all costs and charges upon demand. Project: Location: Signed: Company: Address: Dote of Acceptance: Part 2 -PRODUCTS 2.01 PVC PRESSURE MAIN LINE PIPE AND FITTINGS A. Provide pvc Class 315 for pressure main line pipe sizes 2 inches and larger. 1. Fabricate pipe from an NSF approved Type I, Grade I, pvc compound conforming to ASlM D1784 resin specifications. Meet requirements set forth in FS PS-22-70, with an appropriate standard dimension ratio (S.D.R.) (Solvent-Weld Pipe). B. Provide pressure main line pipe for sizes 1-1 /2 inch and smaller of pvc Schedule 40 with solvent welded joints. 1. Fabricate pipe from an NSF approved Type I, Grade I, pvc compound conforming to ASlM D1785 resin specifications. Meet requirements set forth in FS PS-21-70. C. Provide pvc solvent weld fittings of Schedule 80, 1-2, 11-1 NSF approved, in accordance with ASTM D2467. D. Provide solvent cement and primer for pvc solvent-weld pipe and fittings of type specified by manufacturer for project materials and conditions. E. Ensure that pvc pipe bears the following markings: 1. Manufacturer's name. 2. Nominal pipe size. 3. Schedule or class. 4. Pressure rating in psi. 5. NSF approval seal. 6. Date of extrusion. F. Ensure that fittings bear manufacturer's name or trademark, material designation, size, applicable IPS schedule or NSF seal of approval. 2.02 PVC NON-PRESSURE LATERAL LINE PIPE A. Provide non-pressure buried lateral line pipe fabricated of pvc Schedule 40, with solvent weld joints. B. Fabricate pipe from an NSF approved Type I, Grade II, pvc compound conforming to ASTM D1784 resin specifications. Meet requirements set forth in FS PS-22-7D, with an appropriate standard dimension ratio (S.D.R.). C. Provide pvc solvent weld fittings of Schedule 40, 1-2, 11-1 NSF approved, in accordance with ASTM 02466. D. All other requirements for pvc non-pressure lateral line pipe are as specified for pressure main line pipe and fittings. 2.03 BRASS PIPE AND FITTINGS A. Provide red brass screwed pipe conforming with FS WW-P-351. B. Provide red brass fittings conforming with FS WW-P-460. 2.04 GATE VALVES A. Provide gate valves 3 inches and smaller of 125 pound SWP bronze with screw-in bonnet, non-rising stem and solid wedge disc. B. Provide with threaded ends and equip with bronze hondwheel. C. Manufacturer: Nibco. 2. 05 QUICK COUPLING VALVES A. Provide type with a brass two-piece body designed for working pressure of 150 psi, operable with quick coupler, identify as reclaimed water per drawings. 2.06 BACKFLOW PREVENTION UNITS A. Provide units of type and size required by drawings. B. Include wye strainers at backflow prevention units, with bronze screwed body with 60 mesh monel screen. 2.07 CHECK VALVES 2.09 CONTIROL WIRING A. Make connections between the automatic controllers and the electrical control valves with direct burial copper wire AWG-UF 600 volt. Provide different colored pilot wires for each automatic controller. Provide white common wir~s with a different colored st.ripe for each automatic controller. Use No. 14 w,re as a B. C. D. minimum. Installation of the wiring will be in the same trench and installed along the same route as pressure supply or lateral lines where possible. Where more than one wire is pieced in a trench, tape wiring together at intervals of 10 feet. Provide an expansion curl within 3 feet of each wire connection. Ensure sufficient length of expansion curl ct each splice connection at each electrical contr_ol so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Loosely lay control wires in trench without stress or stretching of control wire conductors. E. Make splices with Roinbird Snap-Tite wire connectors. Use one splice per connector sealing pock. F. Field splices between automatic controller and electrical control valves will not be allowed without prior approval. 2.10 AUTOMATIC CONTIROLLER A. Provide type and size required by drawings. B. Final location will be as approved. C. Provide final hook-up to 120 volt electrical power. 2.11 ELECTRICAL CONTIROL VALVES A. Provide type as specified on drawings. B. Include manual flow adjustment. C. Provide one control box for each electrical control valve. 2.12 CONTIROL VAL VE BOXES A. Use 1 O inch box for all gate valves; 12 inch for automatic valves, with green bolt down cover. Provide 6 inch pvc extension sleeve. 2.13 SPRINKLER HEADS A. Provide sprinkler heads of the same size, type, and which deliver the some rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown or scheduled on drawings. B. Provide spray heads with screw adjustment. C. Fabricate riser units in accordance with drawing details. D. Provide heads of same type by a single manufacturer throughout project. 2.14 BOOSTER PUMP A. Refer to plumbing drawings and specifications for irrigation booster pump specification. Port 3 -EXECUTION 3.01 INSPECTION A. Exercise extreme care in excavating and working near utilities. Verify locations of in-place utilities and services. B. Coordinate installation so there will be no interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. C. Carefully check all grades. 3. 02 PREPARATION A. Prior to installation, stoke out all pressure supply line routing and location of sprinkler heads. B. Obtain approval of layout by Architect. C. Connect system to water supply points, at approximate location shown on drawings. D. Make electrical connections for automatic controllers at approximate locations shown on drawings. 3.03 INSTALLATION A. B. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Loy pipe to an even grade. Follow layout indicated on drawings. 2. Coverage: 1B inches for pressure supply lines; 12 inches for non-pressure lines; and 1B inches for control wiring. Backfilling: 1. Do not backfill until required tests have been successfully performed and witnessed. Carefully backfill with excavated materials for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stone. Mechanically compact landscaped areas to dry density equal to adjacent undisturbed soil in planting areas. Conforri; to adj?~ent grades without dips, sunken areas, humps and other surface 1rregulorit1es. 2. Initially place fine granular material backfill on all lines. No foreign matter larger than 1 /2 inch will be permitted in the initial backfill. C. D. E. Trenching and Backfill Under Paving: 1. Backfill trenches located under areas where paving, asphaltlc concrete or concrete, with sand -6 inches under the pipe and 3 inches over -and compacted in layers to 95% compaction using manual or mechanical tamping devices. Compact trenches for piping to equal the compaction of the existing adjacent undisturbed soil and leave in a firm unyielding condition. Leave trenches fiush with the adjoining grade. 2. Do not cut, jack, or bore through any in-place concrete. . 3. Provide for a minimum cover of 18 inches between the top of pipe and bottom of aggregate base for oll pressure and non-pressure pipe installed under osphaltic concrete piping. Assemblies: 1. Install irrigation lines following approximate routing shown on drawings. 2. Install no multiple assemblies in plastic lines. Provide each assembly with its own outlet. 3. Thoroughly clean pvc pipe and fit_tings of dirt, dust, and ri;oisture. before installation. Follow recommendations of manufacturer for 1nstallation and solvent welding. 4. On pvc to metal connections, work metal connections first. Use teflon tape, or other approved, on all threaded pvc to pvc, a~d on ~II threaded pvc to metal joints. Light wrench pressure is all that Is required. Where threaded pvc connections are required, use threaded pvc adapters into which the pipe may be welded. Line Clearance: Provide a minimum clearance of 6 inches from each other and from lines of other trodes. Install parallel lines directly over one another. F. Automatic Controllers: Connect remote control valves to controllers in numerical sequence required by drawings. G. H. I. J. K. High Voltage Wiring for Automatic Controllers: Provide 120 volt connection to power source. Remote Control Valves: Install where shown. When grouped together, allow at least 12 inches between valves. Install each remote control valve in a separate valve box. Stencil each valve number on valved box top with exterior enamel paint. Where feasible, locale out of turf areas. Flushing of System: After all new sprinkler pipe lines and risers ore in place and connected, all necessary diversion work has been completed, and prior lo installation of sprinkler heads, open the control valves w,lh a full head of water and flush out the system. Sprinkler Heads: Install heads where shown on drawings. Do not exceed maximum spacing shown on drawings or suggested by manufacturer. It is the intent of the irrigation drawings to indicate the installation of pop-up type sprinklers in landscaped oreos adjoce~t to pedestrian circu!□tion, vehicular circulation and anywhere that pop-up sprinklers would be required to provide for the safety and welfare of individuals and their respective property. In the event that pop-up type sprinklers have not been specified in these areas, it shall be the responsibility of the irrigation contractor to bring this to the attention of the Architect immediately or install the pop-up sprinkler to match those specified. 3.04 TEMPORARY REPAIRS A. Where it may be necessary to excavate near existing trees, exercise care to avoid injury. Excavate by hand in areas where 2 inch and larger roo_ts occ~r. Tunnel under and heavily wrap with several layers of burlap, roots 2 inches In diameter except where directly in the poth of irrigation lines or conduit. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter, hand trim walls of the trench adjacent to the tree, making clean cuts. Paint cut and damaged roots 1 inch and larger with two coots of Tree Seal, or other approved. Close trenches adjacent to trees within 24 hours, or shade the tree side of the trench with burlap or canvas. 3.05 FIELD QUALITY CONTROL A. B. Adjustment of the System: 1. Flush and adjust sprinkler heeds for optimum performance and to prevent overspray onto walks, roadways, parking areas, and buildings. 2. If it is determined that adjustments in the irrigation equipment can make the system more effective, make the approved adJ~stments p_rior to plantings. Adjustments could also mean changes m nozzle sizes and degrees of arc. . . . 3. Lowering raised sprinkler heads must be accomplished w,thm ten days after notification by Owner. 4. Set sprinkler heads perpendicular to finished grades unless otherwise shown on drawings. Testing of Irrigation System: 1. Request presence of Architect 48 hours in advance of each testing procedure. 2. Test pressure lines under hydrostatic pressure of 150 pounds per square inch, and prove watertight. Note: Testing of pressure main lines shall occur prior to installation of electric control valves. 3. Test piping under to-be-paved areas under hydrostatic pressure of 150 pounds per square inch, and prove watertight prior to paving. 4. Sustain pressure in lines for at least 2 hours without pressure drop. If pressure drops within 2 hours, replace joints and repeat test until such time as no pressure drops occur. 5. Provide necessary force pump and other testing equipment necessary. CONTINUED ON NEXT SHEET 3. Flooding of trenches will be permitted only with prior approval. APPROVED FOR PLANTING AND A. Include anti-drain valves of heavy-duty virgin pvc construction with FIP thread 4. If settlement occurs and substhequent atdjust'.ments In pipes, valvesk, sprdi~kletr t IRRIGATION ONLY, INCLUDING PRECISE inlet and outlet. Provide stainless steel and neoprene internal ports. Ensure heads, lawn or planting, or o er cons rue ion are necessary, mo e a JUS men s LOCATION OF PLANTING AREAS. that anti-drain valves are field adjustableo _g:o=i~ns=t~d•ra=w~o~u~t-fr~o•m_:5_lo-4•0-fe•e•t-.---------------•w•it•ho•u•t-c•o•st_t•o'!'O•w•n•e•r•. ----------------T"-------------------------t,~::~'i7'"""'"""'~~~~~~~~~~~~"""'7'Fsl~~~, of head. • I SH17EEt 11 CITY OF CARLSBAD I I SHE1E9TS I S UI Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, O B. Manufacturer: Valcon ADV. "A -B ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PLJ.NNINGI IVISION m ithConsu I ting Architects 112220 El Camino Real Suite 200 !san Diego, CA 92130 !(858) 793 -4777 '.(858) 793 -4787 Fax R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Sune 200 lrsine, CA 92618 Tel 949 387 1323 www.ridgela.com REVIEWED BY: INSPECTOR IMPLEMENTATION IN FIELD. DATE EXP. DATE BY DESCRIPTION DATE REVISIONS LANDSCAPE SPECIFICATIONS FOR DHlMAN GODDARD SCHOOL APPROVED 11:J} ~-~\~ I-I+-~'? PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. APP'D RS CHKD BY SDP 12-02 476-4L rlELD BY 6. When the sprinkler irrigation system is completed, perform a coverage test to determine if the water coverage for planting areas is complete and adequate. Correct inadequacies installed without bringing possible deficiencies to the attention of the Architect in advance. Perform these tests prior to planting of ground covers. 3.D6 MAINTENANCE A. Ensure complete successful system operation for 1D doys under automatic operation prior to any subsequent construction operations such as plantings. 3.D7 CLEAN-UP A. Cleon-up after eoch portion of this work. Legally remove refuse ond excess dirt from site, walks and paving by brooming ond washing down. B. Correct damages to work of others to original condition. 3.D8 FINAL OBSERVATION PRIOR TO FINAL ACCEPTANCE A. Operate each system in its entirety for the Architect at time of final observation. Rework items not ta Architect's satisfaction. B. Show evidence that Owner has received accessories, charts, record drawings, tools and equipment required before final inspection con occur. 3.09 OBSERVATION SCHEDULE A. Provide the following prior notification for the meetings shown: 1. Pre-job conference -7 days. 2. Pressure supply line installation and testing -48 hours. 3. Automatic controller installation -48 hours. 4. Control wire installation -48 hours. 5. Lateral line and sprinkler installation -48 hours. 6. Coverage test -48 hours. 7. Final inspection -7 calendar days. B. Site observations cannot commence without Record Drawings. Party requesting observations ore subject to hourly reimbursement to others if observations are requested without all other requirements having been met. END OF SECTION SECTION D2950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soll Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 -Landscape Irrigation System. 1. D3 QUALi TY ASSURANCE A. Source Quality: 1. Submit documentation ot least 60 days prior to planting that oll plant materials are available. Materials are subject to inspection ofter confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and re jec\ion can also lake place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 doys in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise core in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.D6 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions ore suitable in accordance with locally accepted practice. B. Coordinate this work of this section with instollotion of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1. 08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year ofter 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected end specified ofter rough grading operations ore complete and Contractor hos hod soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from on approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent ~ i)ased on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 ta 6 percent dry weight. D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 1 D percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potosh. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potosh. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxlde, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. F. Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR ta exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 port per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. G. Plant Materials: 1. Provide plant materials in accordance with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which ore not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost ta the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable ond approved plants of the required size, species and variety ot no additional cost to the Owner. mithConsu!tingArchitec 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornomentol Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality af project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II or approved equal. 8. Select trees which ore aesthetically desirable and are good examples of the species. Trees with goshes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per pion. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch os monufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended in ogitoted water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2;pH 4.8 plus or minus D.5; water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Cantrol-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernaphlhanate Woad Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cobol Tree Paint, or other approved. L Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent posses 1/2 inch sieve, and 20 to 60 percent posses 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade heoderboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line ond grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. · install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1 /10 foot have been established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread ond cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rotes per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that top 2 inches of all oreos to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, ond free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Moke minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site ond surface drainage is away from building. Final grades ore to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior ta commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only os many plants as can be planted and watered that some day. 3. Ensure that containers which ore opened and plants removed are handled with care such that ball of earth surrounding roots is not broken ond that plants are planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. The irrigation system shall be operational and approved prior to planting. B. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 doys. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Loy-Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stock approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1 /2 times the depth of the root ball for all trees ond shrubs. 5. Cut cans on two sides with acceptable con cutter only. Do not injure root boll. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil hos been firmed around ball or roots. 1 D. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the sails testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, odd sufficient backfill to hole to cover approximately 1/2 of root ball. Add water to the top ond thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root boll while plants are still in their containers so the required number of tablets can be verified. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BV PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I SH1E8ET 11 CITY OF CARLSBAD . PLANNINQ DIVISION LANDSCAPE SPECIFICATIONS FOR R I D G E LANDSCAPE ARCHIT [CTS 8841 Research Drive Suite 200 Irvine, U\ 91618 Tel 949 387 1323 www.ridgela.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DAT[ DATE BY DESCRIPTION APP•□ REVISIONS DHIMAN GODDARD SCHOOL APPROVED lttdi{ &, f-li~ 1-i-t-1? PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY FIELD BY SDP 12-02 476-4L E. F. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at least 2 Inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning moy not be done prior to delivery of plants. Point cuts over 3/4 inch in diameter with tree point. 15. Stake trees immediately ofter planting. Install stokes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. Planting Groundcover: 1. 2. 3. Ensure that groundcover remains in the fiats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger} if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) ond groundcavers from flols if they occur in hydroseeded areas. 3. Provide seed mixes as shown on pion. 4. Apply hydro-seed by an approved hydro-mulch company. 5. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically spra)led on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall lo percolate to the underlying soil. 6. Prepare the slurry at the site by first adding woter to the tonk when the engine is at half throttle. When water level hos reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank is at least 1/3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tonk is full. 7. Spray with uniform visible coot by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers lo build on each other until a good coat is achieved and the material is spread at the required rates. 8. Remove slurry not used within two hours from the site. 9. Fill out the daily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. 10. Do not allow ony slurry to be sprayed into any reservoir basin or drainage ditches and channels which moy impede the flow of rain or irrigation water. Clean up any spnled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment hos a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tonk ond nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute al 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas t0 be sodded. Work up soil 10 a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at role of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area hos been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least B inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. Af\er sod is established, decrease frequency and increase amount of water per application as necessary. B. Replace all dead or dying sod with equal material. H. Mulch Cover: Dress oil groundcover, perennial and annual beds with 2" layer of mulch, except 2: 1 slopes and turf areas. 3.04 CLEAN-UP A. After all planting operations are complete, remove oil trash, excess soil, empty plant containers, and rubbish from the properly. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. 8. Leave the site in o broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -4B hours. 3. Plant material review -4B hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6, Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance hos been waived by the Architect. END OF SECTION mithConsultingArchitects 12220 El Camino Real Suite 20D San Diego, CA 92130 (858) 793 • 4777 (858) 793 -4787 Fax -------' SECTION D2970 LANDSCAPE MAINTENANCE Port 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. F ertilizotion. 1.02 RELA lED WORK SPECIFIED IN OTHER SECTIONS A, Section 02811 -Landscape Irrigation. B. Section 02950 -Landscape Planting. C. Section 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE A. Provide services by on experienced landscaping maintenance company. 1.04 MAINlENANCE PERIOD A. Continuously maintain oil site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion dole of the Contract al no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until oll elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection to begin maintenance period after all planting and related work hos been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that oil ground covers and lawn areas have been planted and that all lawn areas show on even, healthy slond of gross seedlings or sod, gross having been mown twice. F. Any day or days that there Is failure to properly maintain plantings; replace suitable plants, perform weed control or maintain hardscope areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANlEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found lo be dead or in poor condition due to faulty materials or workmanship, ot no extra cost to Owner. 8. Replacement: Replace materials found lo be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections ore as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior lo dote of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes mode during construction and deliver them to Architect. B. Deliver guarantees to Architect. Port 2 -PRODUCTS 2.01 MA lERIALS A. Ensure that oil materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. 8. Provide monthly record of all herbicides, insecticides and disease control chemicals used on sile. Part 3 -EXECU Tl ON 3.01 MAINlENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, ond cleaning os may be required. C. Street gutters ond curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E Er:>-:weE'n Lht:1 12-:h r~nd 2Jth cc.,en:fo.r )1Y o+ tr2 .-;1intenar:e '.)C>riocl, re5C'C'D :J"' resoo c.l s;:o-ts or 1re::i.s with I" --::"e .owr', whr'r1~ r.:)rrrJ.l -:..,rr f;"O~tr s not ev :,er-:. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. 8. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the some as far trees. Do not clip shrubs into bolled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stokes sholl be removed. D. Weed control: Keep all areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivotion that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. Insect and disease control: Maintain a reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with lop dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and bose of main stem; rather, spread evenly under plant to drip line. Rotes will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from lhe ground for mature trees. G. Replacement of plants: Replace deod, dying ond missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost lo the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. 8. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth, C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Cleon up gross clippings during and ofter mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Foll of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which hove been invaded by crabgrass would be renovated and over-seeded in the Fall ond treated for crabgrass control in the following late Winter. 2. Clean up gross clippings during and ofter mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGA TIDN SYSlEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out ofter removing lhe lost sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage ond no oversproy. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair oil damages to irrigation system at no additional cost lo the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr cif REVISIONS MUST BE/\PPROVED BY PUBLIC HEALTH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CllY OF CARLSBAD PU\NNINGI DIVISION LANDSCAPE SPECIFICATIONS FOR R I D G E LANDSCAPE ARCHIT,CIS 8841 Research Drive Suite 200 lo:ine, CA 92618 Tel 949 387 1323 wviNi1.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'D DATE REVISIONS DHIMAN GODDARD SCHOOL APPROVED 11~ I-rt-\--1"'> PLANNING DATE DWH BY LA PROJECT NO. DRAWINQ NO. CHKD BY RS FIELD BY SDP 12-02 476-4L