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HomeMy WebLinkAboutResort Phase II- 7th Street Re-alignment Landscape Plan (signed)CITY OF RANCHO CUCAMONGA 7TH AND ANAHEIM PLACE LIVID 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 2012 Edition. 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. (909) 357-6581 Southern California Gas Co. (909) 335-7755 Verizon Communication (760) 245-0330 Cucamonga Valley Water District (909) 483-7313 Charter Communication (909) 392-5137 Metropolitan Water District (213) 217-7807 Note: Notify Steve Bradley of WSOG at (909)392-6137, at least two working dayS prior to starting any work in the Vicinity of MWD facilities. 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicating any detour and/or road closures. S. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477-2740, Monday —Thursday, and at least two working days prior to the construction start date. 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment. within any City of Rancho Cucamonga easement or rights —of —way. 7. During the construction operations at least one 12' lane in each direction shall be provided for each direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said underground utilities, pipes and structures. 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City. 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work to be performed under this contract; Including but not limited to a Class "A" License (General Engineering Contractor) or a Specialty Class "C-12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. 11. EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. Found monuments are shown on the plans and described as follows: 7 Z W z w Y 2 REALIGNMENT LANDSCAPE PLANS RANCH CUCMAMONGA, CA 91730 ii �.� 15 ■ �'I , , I VICINITY MAP NOT ` SCALE NO. SHEET TITLE 1 T-1 TITLE SHEET 2 L-1.1 IRRIGATION PLAN 3 L-1.2 IRRIGATION DETAILS 4 L-2.1 PLANTING PLAN & DETAILS 5 L-3.1 IRRIGATION SPECIFICATIOS 6 L-3.2 PLANTING SPECIFICATIONS A.B. Anchor Bolt Ctr. Sink Counter Sink Ftg. Footing Med. Medium Ret. Retardant T.G. Top of Grate A.C. Asphaltic Concrete D.D. Deck Drain Ftn. Fountain Min. Minimum Rgh. Rough T.G.D. Top of Grate Drain Adj. Adjacent D.F. Douglas Fir Ga. Gauge M.H. Manhole R.S. Rough Sawn Thk. Thick Alt. Alternate D.G. Decomposed Granite Gal, Galvanized M.P.R. Match Precipitation Rate R.S.R. Rough Sawn Redwood T.P. Top of Paving Arch. Architect Dia. Diameter G.C. Groundcover Multi. Multiple Rwd. Redwood T.P.C. Top of Pool Coping Auto. Automatic Dim. Dimension G.I. Galvanized Iron Nat. Natural R.W. Recycled Water T.S. Top of Steps Bldg. Building OIL Detail G.P.H. Gallons Per Hour N.T.S. Not To Scale Sch. Schedule T.W. Top of Wall BIk. Black Ea. Each G.P.M. Gallons Per Minute O.C. On Center S.F. Square Foot Twi. Trowel B.M. Bench Mark E.J. Expansion Joint H.B. Hose Bib O.D. Outside Diameter Sht. Sheet Typ. Typical B.S. Bottom of Steps Elec. Electric Hdr. Brd. Header Board P.A. Planter Area Sht. Mtl. Sheet Metal UV.R. Ultraviolet Radiation C.B. Catch Basin Eng. Engineer Horiz. Horizontal P.C. Point of Curvature Sim. Similar Vert. Vertical C.F. Cubic Foot Esp. Espalier H.P. High Point P.C.C. Point of Compound Curvature S.L. Score Line W/ With C.I. Cast Iron Eq. Equal Hgt. Height P.R.C. Point of Reverse Curvature Smith. Smooth W/O Without C.I.P. Cast In Place E.W. Each Way I.D. Inside Diameter Pert. Perforated Specs. Specifications W.P.C. Water Pressure Compensating C.J. Cold Joint E.W.W.M. Electric Welded Wire Mesh INV. Invert P.O.C. Point of Connection Spp. Species W.Q. Water Surface C.L. Center Line Ex. Existing Int. Integral P.L. Property Line Sq. Square2 (#) Number/Quantity Cir. Clearance Exp. Exposed J. Box Junction Box P.S.I. Pounds Per Square Inch STA. Station C.O. Clean Out F.F.E. Finished Floor Elevation it.. Joints P.T. Pressure Treated su. Steel ABBREVIATION NOTES: C.M.U. Concrete Masonry Unit F.G. Finish Grade L.A. Landscape Architect P.V.C. Poly Vinyl Chloride STD. Standard A. ABBREVIATIONS MAY BE SHOWN AS EITHER Comp. Compacted F.H. Fire Hydrant Lic. Licensed R. Radius T.A.D. Top Area of Drain UPPERCASE AND/OR LOWERCASE ON PLANS, AND WITH OR WITHOUT PERIODS. Conc. Concrete Fin. Finish L.P. Low Point R.C.P. Reinforced Concrete Pipe T. & B. Top and Bottom B. TO SHOW QUANTITIES IN THESE DOCUMENTS Cond. Condition F.L. Flow Line Max. Maximum Reber. Reinforcing Bar T.B. Top of Berm THE CONVENTION OF SHOWING THE NUMBER IN — Cont. Continuous FIL Flat M.B. Machine Bolt Ref. Reference T.C. Top of Curb PARENTHESIS IS USED. EXAMPLE: TWO TONS' MAY Ct. Center F.S. Finish Surface MI Mechanical Req'd. Required Tex. Texture(d) BE SHOWN AS'(2) TONS.' ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURAL STANDARDS. ARCHITERRA DESIGN GROUP CANNOT GUARANTEE THE QUALITY OF CONSTRUCTION, INSTALLATION OR MAINTENANCE OF IMPROVEMENTS AS DESIGNED AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING FROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NO RESPONSIBLE FOR THE AMOUNT OR FREQUENCY OF IRRIGATION WATER APPLIED TO THE PROJECT DURING CONSTRUCTION OR THEREAFTER. FIRST SUBMITTAL: 02/20/25 (CLIENT REVIEW) SECOND SUBMITTAL: 5/21/25 (2ND CITY SUBMITTAL) THIRD SUBMITTAL: FOURTH SUBMITTAL: • 1 ® QO /A Knowwhafs below. N.T.S. n Call before you dig. A LEWIS MANAGEMENT CORP. 1156 N. MOUNTAIN AVENUE UPLAND, CA 91786 TEL: (909) 946-7521 CONTACT: BEN CENDEJAS SHEET T- ' IRRIGATION VALVE NOTE: RCO SPUTTER BID ALTERNATE NOTE: j CONTRACTOR TO INSTALL ROD SPUTTER AND NEW IRRIGATION VALVE. CONTRACTOR TO INSTALL ROD SPLIT TER IF REQUIRED. SPARE CONNECT TO EXISTING IRRIGATION LEGEND: RUN TIMES TO BE SPLIT BETWEEN EXISTING PARKWAY VALVE AND WIRES FOR A NEW VALVE STATION MAY BE AVAILABLE WITHIN THIS PARKWAY IRRIGATION SYSTEM IRRIGATION NOTES NEW VALVE A. AREA. IF 80 USE AVAILABLE SPARE WIRES FOR NEW VALVE. SPRAY: 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SYMBOL MANUF. MODEL# DESCRIPTION GPM RADIUS PSI DETAIL REFERENCE CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 4 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN \ (3e a RAINBIRD 18065AM-PITS 6'TURF SPRAY WITH B' 0.260.52 8' 30 SEE DETAIL A, SHEET L-1.2. 1 \ 1J=—='-- I ATTENTIONTHEFELDOFT UNKNOWN OBSTRUCTIONSAUTHORIZED RER GRADEPRESENTATIVE. A I E. IN THE EXIST THATND THIS BE BROUGHT IS NOTE .0e 1Y4 LU J \\ I I -U8 FIXED ARC NOZZLE. 90°, 180° ATTENTION OF THE ONINER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. -\llllll ll//ll//l uu7ll//ll//ll ll/1l//ll//ll/�'ll//llC U I I .I(//lll/iM1/llll� l(NJ/lll// lllllllll //llllll lllL © RAINBIRD 1806SAM-PRS 6'TURF SPRAY HEAD WITH B' 0.29-0.88 8' 30 SEE DETAIL A, SHEET 1.4.2. A 13-6 - - 1Y4" I I le e ��_ -HE-VANS VARIABLE ARC NOZZLE, 45°-210' 3. IT ISTHE RESPONSIBILITY OF THE IRRIGATION CONTRACTORTO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK J _ 70 4 WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH 10 10O RAINBIRD 1806SAM-PRS 6'TURF SPRAY HEAD WITH 10 0.41-1.64 10, 30 SEE DETAIL A, SHEET L-1.2. WALLSUNDER ROADS, PAVING AND STRUCTURES. io XED ARC // \\\\\\\\\\\\\C% ip RAINBIRD 1U806-SAM-PRS 6'TURF SPRAYLEAD WITH 101 0.451.34 10, 30 SEE DETAIL A, SHEET L-1.2. 4 FOADDITION R THE NSTALLAT ON THE OF ADD TOES yN SHOWN THE OF SUFFICIENT N, THE TION SIZE UNDER ALL PAVEDLL BE AREAS PRIOR TIBOLE UPO E ARC NOZZLE, PAVING N OF WNERS REPRESENTATIVE, IF � \0\\\\\\\\\\\ e s ? w // / 3 I\\\I\\\\ s `/ /�� 72 1�1 7© RAINBIRD iH806SAM'PRS 6ATURFLSPRAY HEAD WITH I7° O.fiS2.60 12' 30 SEE DETAIL A, SHEET L-1.2. 5. IRRIGATION CONTRACTOR SHALL Of FLUSH ALL LINES AND ADJUST ALL REQUIRED FOR MAXIMUM PERFORMANCE AND \\0\\ — _ \\ \\e �`(\��\�' -U12 FIXED ARC NOZZLE. 90°, 180°, 360° SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITTO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND IE CONDITIONS FOR APPROVAL PURPOSES AT NO LDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE RGE. CALL LANDSCAPE TECT URS IN CE ANY CHIA \ \ \ \O` \\\\\\ 1n2 10 /� \\\\\\\\\S e \\/ O�� 12 RAINBIRD 1806-S-HE-VAN-12 VARIABLE ARC NOZZHEAD LE, 45'- 10° ITH 12 0.59-1.77 15' 30 SEE DETAIL A, SHEET L-1.2. 6. QUALITY CONTROL OBSERVATION EQUEINCES 4ARE OFOUND IN THE NPECIIFI SPECIFICATIONS. TESTS. v \ 8 ~` \ \ ��O \\\\\\\\\\\ e \ // \ S 15 75 RAINBIRD 1U806SAM-PRS F6'TURF SPRAY IXEDARCNOZZEAD1WT 16 1.85-3.70 15' 30 SEE DETAIL A, SHEET L4.2. 7. CLEAN-UP ONADAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. \ e R VALVE CALLOUT CHART: EQUIPMENT: \\\\\\\\\\\ /;; • \\� SYMBOL MANUF. MODEL# DESCRIPTION DETAIL REFERENCE SOLAMONTE APARTMENTS: i \\\ 1 10 � /° � � � T � � RAINBRIO FEB REMOTE COTROLVALVE IN GREEN VALVE BOX SEE DETAIL B, SHEET L-1.2. p TYPE PLANT SIZE GPM SF \\ 0 \ / �I11/111111111//IIIT\\ / e / \ EXT SPRAY TURF 1112" - 1,035 THE SOURCE INC. RCO-860011 IRRIGATION VALVE I STATION SPUTTER, INSTALL IN EXISTING PARKWAY SEE DETAIL E,SHEET L4.2 43 SPRAY TURF 11YL" 26 1,040 \\ / IRRIGATION VALVE BOX. 44 SPRAY TURF 1111 27 1JOS -- —---------- ,\�//--==— ______ -- 7 -- (; 1 RAINBIRO ESP-LXME EXISTING APARTMENT IRRIGATION VALVES ON APARTMET PROPERTY TO FRRST AVAILABLE STATION. OLLER- CONNECT NEW NORTHEAST COMMERCIAL: Ft` / ///j \ -- --- # TYPE PLANT SIZE GPM SF \�\\\\\\ \O y////////rr I ® EXISTING IRRIGATION VALVE TO REMAIN. EXT i SPRAY TURF 1 ill - 1,080 v EXT 2 SPRAY SHRUB 11YP - 190 CONNECT TO EXISTING '//-\� EXISTING IRRIGATION MAINLINE TO REMAIN — — — �i--10 — — 'Al PARKWAY IRRIG4TIONSYSTEM O PROTECT IN PLACE. VERIFY LOCATION IN THE FIELD �' APPROVED SCH.40 NON-PRESSURERUNDER ALINE - LINE- IYMIN. COVER SEE DETAIL C, SHEET L-1.2. NORTHWEST OFFICES: SIZE GPM SF A SPRAY TURF 1" 14 595 APPROVED SCH.40 PIPE SLEEVE SIZES 2X LARGER THAT PIPE TO BE INSERTED SEE DETAIL C, SHEET L4.2. //ll/lllllllllllllllllll IIIIIIIIIIIIIIIIIII Q REFER TO IRRIGATION LEGEND FOR CONTROL VALVE MANUFACTURER, MODEL NUMBER, AND DESCRIPTION. 7TH STREET i �lllllll llllll//llllllllll/rr,//,// �r� LIMIT OF WORK c' T -- -- - e l/llllllllllllll/lllllllllllllllllll) llllllllllllllllll l lllllllllllllllllllllll//ll/ 11//ll/lll//lll/lllllllllllllllllll) lull//llllll//ll/ r( l llulllllllllllllllllluullluullullllilmlllllllllllllllll/nunlllll/llllll luull lllllu llllunl//llllllllllllllmllllllllllllllllllulullllllulllllllluullllllllllllllllluullllllllulllullunlllllllllulllllluuullullllllullmlullllllulllllluuullnllllll//ll//luulllllllllllllllllmlllllllllnllllllmllllllllllllllllll/lnlllullulllllunlnllllllllllllllllll/niiiIiiinud i —_ 12' CONNECTTO A/llllllill///l///l//ll//ll//ll/l//)lllllllll//ll//ll///I//lllllllll/llllll// 2 PARKWAY IRRIGATION EXISTING EXISTING PALM TREE (TYP.) 1 e e s PARKWAY IRRIG4TION SYSTEM 0 o 8 8 ` 10 70 10 %\ to 12 3/a° 12 10 1 G+' i 75 15 15 15 72 J / IIIII IIIIIIIIIIR' t 1Y4" 11 II 1/4 O 19 � 70 - 11111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illllllllll 12 72 _ 75 5I 1 III_IIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111 Illlllllll110I R 15 I CO0 11llll IIIII IIIII III III IIIII arurrrniuuinuiauuu/nu///i+//r///ssu/rlel//aluu ml WI 1 \ o _ uuIIIIIIIIuullHluwunl� 1Y2" I C it V_ 1 \ O C � _ I �� — = —' — V xl — _ _ II _ � 3" T-- L _. _ 26.9, 43 +� ALEEVINGNOTE: SHEET L-1.1 EXISTING CONTROLLER NOTE: 25-4 44 ALLIRRIATIONMAINLINES, ATERALS, AND WIRES INSTALLED UNDER HARDSCAPE OR 1, 2 -' COBBLE PAVING SHALL BE INSTALLED IN SCH. 40 PVC PIPE SLEEVES. IRRIGATION WIRE EXISTING SOLAMONTE APARTMENTS IRRIGATION CONTROLLER. 1V SLEEVES TO BE 2' DIAMETER MINIMUM. MAINLINE AND LATERAL LINE SLEEVES TO BE CONTRACTOR TO VERIFY LOCATION IN THE FIELD TWO TIMES (N) LARGER THAN THE SIZE OF THE PIPE TO BE SLEEVED. DESCRIPTION OF REVISION DATE clrY APPROVED: 0' 8' 16' 32' CITY OF RANCHO CUCAMONGA SCALE: 1/8" = 1'-0" ADD PROJECT #2503 IRRIGATION PLAN 7TH STREET REALIGNMENT LMD ARCH ITERRA 7TH STREET & ANAHEIM PLACE DESIGN GROUP RANCHO CUCAMONGA, CA 91730 LANDSCAPE ARCHITECTURE AND PIANNING VALVE SIZING KEY: °ALIFONIA 917301 PPN RAN(_)4e42800 APPROVED BY: "ao "::oe ", obo", DATE: eGreggory P BDenson: CA Lie. # 4302 CITY ENGINEER ��° RCE: 67514 VALVE NUMBER PIPE SIZING CHART: LAN CROSS REFERENCES: DESIGN PLAN PREPARED BY: RECOMMENDED # # VALVE FLOW SCHEDULE 40 PVC KCK "MDSICA,F Ns 3/4" 0-8 GPM BENCHMARK ,ao,P.D"^=" e # VALVE SIZE OR NOTES AND LEGENDS, SEE THIS SHEET 1" 9-12 GPM DRAWN SHEET � 1114" 13-22 GPM OR IRRIGATION DETAILS, SEE SHEET L-1.2 KCK - �o � 2 Knowwhafs below. THIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCE 11/2" 23-30 GPM OR IRRIGATION SPECIFICATIONS, SEE SHEET L-3.1 CHECKED * PROJECT DRAW NO Call before you dig. z" 31-50 GPM OR CORRESPONDING PLANTING PLAN SEE SHEET L-2.1 JRC J'APOF CMI-,'?` FILE NO 2565-L POP-UP SPRAY HEAD SCALER V4 S-IDW-IRHSPRY-01 LEGEND: 10. CONTROL COMMON WIRES FROM CONTROLLER. 1. ELECTRIC CONTROL VALVE. 11. PVC SCH 80 NIPPLE. 2. RECTANGULAR PLASTIC VALVE BOX W1 BOLT -DOWN 12. PVC SCH. 80 ELBOW. COVER. HEAT BRAND VALVE STATION NOON LID IN 2' 13. WATERPROOF 3M DBRIYS SPLICE KIT WIRE HIGHCHARACTERS. CONNECTORS. 3. APPROVED YELLOW PLASTIC CHRISM VALVE I.D. TAG. 14. PVC SCH. 80 TEE. 4. FINISH GRADE. 15. COIL WIRES PER SPECIFICATIONS. 5. PVC UNION FOR SERVICING ASSEMBLY (MP). 16. FILTER FABRIC(MIRAFI 140N) 6. PVC LATERAL LINE, SIZE PER PLAN. 17. 1/4' x 114" MAX. GALVANIZE WIRE MESH. T COMMON BRICK (4) REQUIRED. NOTES: 8. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. A US E TEFLON TAPE OR TEFLON PIPE 9. 3I4' WASHED GRAVEL ROCK, 6" MIN. DEEP. DOPE ON ALL PVC T I PVC OR METAL TO PVC MALE PIPE THREADS. REMOTE CONTROL VALVE SCALE: 1- V-0" S-IDW-VAL-CV-05 LEGEND 1. ELECTRIC CONTROL VALVE. CONTROLLER 2. RECTANGULAR PLASTIC VALVE BOX W/BOLT-DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. e e e RCO SPUTTER 3. APPROVED YELLOW PLASTIC CHRISTY VALVE I.D. TAG. 4. FINISH GRADE. SPUTTER AND CONTROL 5. PVC UNION FOR SERVICING ASSEMBLY(TYP). VALVE INSTALLED INSIDE 6. PVC LATERAL LINE, SIZE PER PLAN. VALVE BOX T COMMON BRICK (4) REQUIRED. r 1 8. COMMON WIRES TO OTHER VALVES ON SAME EXISTINGVALVE CONTROLLER. 9. 3M" WASHED GRAVEL ROCK 6' MIN. DEEP. L--- --J 10. CONTROL/ COMMON WIRES FROM CONTROLLER. 11. PVC SCH 80 NIPPLE. 12. PVCSCH.80ELBOW. 13. WATERPROOF 3M DBRIYS SPLICE KIT WIRE EXISTING CONTROL NEWVALVE CONNECTOR. WIRES 14. PVC SCH. 80 TEE. 15. COIL WIRES PER SPECIFICATIONS. I& FILTER FABRIC(MIRAFI 14ON) COMMON 17, 114" x 1/4' MAX. GALVANIZED WIRE MESH. TERMINAL 18. RCO SPUTTER INSIDE VALVE BOX IRRIGATION SPUTTER AT EXISTING CONTROL VALVE SCALE: V = V-0" • • 1 Know whafs below. Call before you NOTES: A. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS. S-IDW-VAL-CV-14 A S TRENCHING NOTES: A BELOW PAVED AREAS A MINIMUM OF VLAYER OF CLEAN EARTH SHALL BE 10 INSTALLED ABOVE AND BELOW PIPING. Ty B. PROVIDE MINIMUM COVER OF 24' ON PRESSURE SUPPLY LINES YAND LARGER. C. WHEN USING RECLAIMED WATER, MAINTAIN MINIMUM OF 10' HORIZONTAL 3 SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES WHERE i LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5' EACH 4 �\� �/ 2 SIDE OF RECLAIMED WATER LINE. 6 D. BUNDLE WIRES WITH TAPE EVERY 10'. rTRENCING SECTION SLEEVING NOTES: ci A. ALL SLEEVES TO BE SCH. 40 PVC. 11 B. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 4 C. ROUTE SLEEVING ALONG ACCESSIBLE RAMP. D. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY N z STD. 24'MIN.TO36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL 5 /\ �� g SECTION. %\ APWA AND CITY STANDARD NOTES: 7 /\�� A IRRIGATION PIPES UNDER ROADWAYS SHALL BE INSTALLED 36" DEEP, 9 SLEEVED, AND IDENTIFIED WITH MARKING TAPE INSTALLED I2'FROM THE 6 SURFACE IDENTIFYING THE TYPE OF LINE WITH APWA STANDARD TAPE. TYP 8 B. FOR DOMESTIC STATING'CAUTION WATER LINE BURIED BELOW" IN BLUE. C. FOR RECLAIMED STATING" CAUTION RECYCLED WATER LINE BURIED BELOW" (,-1SLEEVING SECTION IN PURPLE. `y D. SLEEVES SHALL BE SCH. 40 PVC 2XTHE DIAMETER OF THE PIPE BEING LEGEND: SLEEVED. 1. NON -PRESSURE LATERAL LINE. 7. NON -PRESSURE LATERAL LINE SLEEVE -SIZE TWICE 2. PRESSURE SUPPLY LINE. DIAMETER OF NON -PRESSURE LATERAL LINE. 1 CONTROL WIRES. 8. PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE 4. CLEAN BACKFILL-90% COMPACTION REQUIRED. DIAMETER OF PRESSURE SUPPLY LINE. E 6'MIN. SAND BEDDING AND SHADDING. 9. CONTROL WIRE SLEEVE- SIZE PER PLAN, INSTALL B 2' MIN. OF CLEAN EARTH. ADJACENT TO PRESSURE SUPPLY LINE. 10. FINISH GRADE. 11. HARDSCAPE PER CONSTRUCTION PLANS. IRRIGATION SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY WEEKLY ITEMS: 1. VISUALLY MONITOR IRRIGATION SYSTEM FOR SUDDEN LINE BREAKS OR HEAD DAMAGE. MONTHLY ITEMS: 1. TEST AND INSPECT EACH VALVE. ADJUST AND REPAIR HEADS, VALVES, PIPING AS NEEDED TO KEEP SYSTEM IN COMPLETE WORKING ORDER. 2. INSPECT RAIN SENSOR TO INSURE PROPER SHUT OFF OPERATION. 3. FOR DRIP SYSTEMS, EXAMINE AND CLEAN ALL FILTERS, REPLACE FILTER SCREENS IF NECESSARY. MANUALLY FLUSH EACH DRIP VALVE. PERFORM A WALK-THROUGH TO LOOK FOR SIGNS OF PLANT WATER STRESS. ADJUST, CLEAN OR REPLACE EMISSION DEVICES AS REQUIRED. ALL REPLACEMENT PARTS AND EQUIPMENT AS NEEDED SHALL MATCH ORIGINAL EQUIPMENT OR AN APPROVED EQUAL (CITY LANDSCAPE ARCHITECT APPROVAL). QUARTERLY ITEMS: 1. ADJUST IRRIGATION CONTROLLER PROGRAMMING AS NECESSARY TO ACCOMMODATE FOR SEASONAL WATER NEEDS. TRENCHING AND SLEEVING IRRIGATION MAINTENANCE NOTES SCALE: 114"=1'-0" S-IDW-P0C-TR.S1_:01 .W SCALE'. N:A S-IDW-MAIN-01 SHEET L- TURF ZJW I, I I ju. Know whafs below. Call before you O�- vI i -------------------- 7TH STREET PLANTING NOTES: 1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES 'SHRUB MASSES.- QUANTITIES ARE AS SHOWN ON PLAN, ON -CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE, 5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. I HAS BEEN APPROVED. (SEE SPECIFICATIONS). 7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. B. LANDSCAPE CONTRACTOR SHALL TAKE FOUR 4 SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12' AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID. 9. THERECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS. 10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS. 11, CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINESISPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB -CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 12, WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOW STRIP OR HEADER BOARD AS INDICATED ON DRAWINGS. 13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW. PHOTO SUBMITTAL NOTE: ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM FINISH GRADE IN CONTAINER) AND CANOPY HEAD SIZE. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. PLANT SPACING NOTE: SHRUB LAYOUTAS SHOWN ON PLAN INDICATES'SHRUB MASSES." QUANTITIES AREAS SHOWN ON PLAN, ON -CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL, AT NO ADDITIONAL COST TO THE OWNER, AS REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUTISPACING WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. MULCH NOTE: 'ONTRACTOR SHALL INSTALL A 3' LAYER OF CHIPPED MULCH IN ALL SHRUB AREAS (1 112"IN GROUNDCOVER AREAS PLANTED IN FLATS OR PLUGS). MULCH SHALL BE 'WALK ON CHIPS' AS MADE BY EARTHWORKS, RNERSIDE, CA, CONTACT LEFO 'HORORO (951) 782-0260. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVE'S APPROVAL. SEE DETAIL B, SHEET L-2.2. PLANTING LEGEND: SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS GROUNDCOVER LIMIT OF WORK - 0 TURF FESTUCAARUNDINACEA'WEST COASTER' WEST COASTER TALL FESCUE SOD -BIG ROLL (42" X 105') 100%COMPLETE COVERAGE - - TJ TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE FLATS 24" O.C. TRIANGULAR SPACING „�nunu�ppllUpUlpplll�pppppplpplll IIIIIIIIIIIIINIIII11111 1 2 4 3 6 SECTION LEGEND: NOTES: LEGEND: NOTES: 1. HARDSCAPE OR HEADER PER CONSTRUCTION PLAN. A. MULCH UNDER TREES AND SHRUBS, 1. BACK OF CURB OR EDGE OF PAVING. A. ALL SHRUBS AND GROUNDCOVER 2. SHREDDED MULCH (MEDIUM GRIND) PER PLANTING PLAN. AND BLEND INTO EDGES AT 2. PLANT LOCATION. SHALL BE PLANTED AT EQUAL SPACING DONOT USEBARKCHIPS. GROUNDCOVERAREAS. (TRIANGULAR) UNLESS OTHERWISE 3. FINISH GRADE. B. GROUNDCOVER WITH TIGHT SPACING INDICATED ON PLANS. SEE PLANTING 4. SHOVEL CUT DEEPENED EDGE ADJACENT TO PAVING. & PLUGS TO ONLY GET 112'THICK LEGEND FOR SPACING REQUIREMENTS. 5. MULCH DEPTH PER PLANTING PLAN, Y MIN. UNLESS MULCH OR AS NOTED PER PLANS. OTHERWISE NOTED. C. KEEP MULCH 3" CLEAR OF PLANT 6. NATIVE AMENDED OR IMPORTED SOIL. STEM AND 6"OF TREES. TRIANGULAR SHRUB & I�IIIIIIIIIIII IIIIIIIIII11111111111111111111111111 UUIIII IIIIn -4% A - - - Y WEEKLY ITEMS: 1, MOW GRASS TO HEIGHT OF T AT CONSISTENT HEIGHT, DO NOT SCALP. 2, REMOVE LEAF LITTER, WEEDS AND DEBRIS FROM SHRUB BEDS. MONTHLY ITEMS: 1. PRUNE GROWTH OF SHRUBS& GROUNDCOVER AS NECESSARY TO KEEP NEAT AND COMPACT. PRUNE TO ELIMINATE IRRIGATION APPLICATION INTERFERENCES. EDGE GROUNDCOVER PLANTS TO KEEP WITHIN PLANTZONES. 2. REPLACE ANY SHRUB OR GROUND COVER THAT HAS DIED OR FAILS TO THRIVE wI IDENTICAL PLANT MATERIALS OR THOSE WITH SIMILAR WATER FORM, AESTHETIC REQUIREMENTS. 3. FERTILIZE GROUNDCOVER AREAS w/ ORGANIC FERTILIZER, REFER TO SOILS REPORT FOR APPLICATION TYPE AND RATE, 4. REMOVE ALL WEEDS, LITTER DEBRIS FROM SHRUB, MULCH AND GROUNDCOVER AREAS. 5. INSPECT AND TREAT PLANT MATERIAL FOR DISEASE AND/OR PEST PROBLEMS. QUARTERLY ITEMS: 1. CHECK TREE GROWTH. PRUNE TREES TO THIN STRUCTURE, SHAPE, REMOVE SUCKERS AND ANY DEAD OR BROKEN BRANCHES. Z AERATEANDDE-THATCHTURFAREAS. 3. REPLENISH MULCH BEDS AS NEEDED w/ SPECIFIED MULCH TO MAINTAIN ORIGINAL THICKNESS OF T OVERALL: 1. DEAD HEAD ANY SHRUBS I PERENNIALS THAT HAVE FINISHED BLOOMING AND/OR REMOVE DEAD BLOOMS TO ENCOURAGE MORE BUDDING. 2. DO NOT HEDGE PLANTS UNLESS SPECIFIED BY CLIENT. PLANT MATERIAL GROUNDCOVER SPACING Aft, SHREDDED WOOD MULCH MAINTENANCE NOTES SCALE:I 112"=V-I" S-PLA-GC-04 W SCALE:1112-V-0" S-PLA-GC-01 SCALE: N/A S-PLA-MAIN-01 REFERENCE NUMBER: REFERENCE NUMBER 0 REFERENCE NUMBER: PLAN CROSS REFERENCES: W. U. QTY DETAIL FOR NOTES AND LEGENDS, SEE THIS SHEET FOR PLANTING DETAILS, SEE THIS SHEET FOR PLANTING SPECIFICATIONS, SEE SHEET L-3.2 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-1.1 0' 8' 16' 32' SCALE: 1/8" = V-0" ADG PROJECT# 3 3,429 SF 21 A/L-2.1 SYMBOL LEGEND: SHRUBS & GROUND COVER MASSING CALL -OUT SYMBOL n a QUANTITY SHEET I LANDSCAPE IRRIGATION SYSTEM PART 1-GENERAL REFER TO STANDARD CONTRACT DOCUMENT FOR NON -TECHNICAL CONTRACTUAL REQUIREMENTS AND CONDITIONS. ID1 SCOPE OF WORK FURNISH LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND SERVICES NECESSARY FOR THE EXECUTION AND COMPLETION OF'LANDSCAPE IRRIGATION' AS INDICATED ON THE DRAWINGS AND/OR HEREIN SPECIFIED. ID2 PERFORMANCE REQUIREMENTS A DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ADJUSTMENTS TO MEET SITE CONDITIONS ARE REQUIRED. B. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING, SITE, AND ARCHITECTURAL FEATURES. 1.03 PROJECT CONDITIONS A COORDINATE WORK WITH UNDERGROUND UTILITIES AND TRADES RESPONSIBLE FOR OTHER UNDERGROUND IMPROVEMENTS. E PROVIDE IRRIGATION AT ALL TIMES TO PROPERLY MAINTAIN EXISTING PLANTS TO THE SOLE SATISFACTION OF THE OWNER'S REPRESENTATIVE WHEN REQUIRED. 1A MATERIALS AND IDENTIFICATION A LABELS AND SIGNS MUST BE APPROVED BY OWNER'S REPRESENTATIVE. LABELS SHALL BE INSTALLED ON ALL APPURTENANCES IN BELOW GRADE BOXES AND ON ALL DESIGNATED FACILITIES SUCH AS CONTROL PANELS. EVERY PIPE SHALL BE IDENTIFIED WITH A PRE-PRINTED, EMBOSSED OR PAINTED LABEL. E ALL POTABLE WATER PIPING SHALL BE INSTALLED WITH POTABLE WATER IDENTIFICATION. C. WHERE A POTABLE AND SEWER LINE CROSS WITHIN ONE(1)FOOT VERTICALLY, THE POTABLE LINE SHALL BE INSTALLED WITHIN A CLASS 200 PVC PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND FIVE (5) FEET EITHER SIDE OF THE SEWER LINE. THE POTABLE LINE MUST BE INSTALLED ABOVE THE SEWER LINE. PART 2 - MATERIALS MATERIALS SHALL BE FIRST QUALITY AND OF DOMESTIC MANUFACTURE UNLESS OTHERWISE NOTED. 2.01 SUBMISSION FOR APPROVAL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS, OR PROCESSES SPECIFIED BY NAME ON THE DRAWINGS AND IN SPECIFICATIONS. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. A A COMPLETE MATERIAL LIST SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK. CATALOG DATA AND FULL DESCRIPTIVE LITERATURE MUST BE SUBMITTED. CERTIFICATES MUST BE SUBMITTED BY PLASTIC PIPE AND FITTING MANUFACTURER INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. B. THE MATERIAL LIST SHALL BE SUBMITTED USING THE FOLLOWING LAYOUT (DOUBLE SPACE BETWEEN EACH ITEM): ITEM NO.I DESCRIPTION I MANUFACTURER I MODEL # 1. PRESSURE SUPPLY LINES I LASCO ISCHEDULE40 2. LAWN HEADIRAIN BIRD I RD-04 3. ETC. C. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVE MAY BE REJECTED AND SUCH MATERIAL REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER. D. APPROVAL OF ANY ITEMS,ALTERNATES, OR SUBSTITUTES INDICATES ONLY THAT PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. E. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. THE OWNER'S REPRESENTATIVE MAY, AT HIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT OFFERED FOR USE. 2.02 GENERAL PIPING A PRESSURE SUPPLY LINE PIPE FROM POINT OF CONNECTION AT WATER METER THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K COPPER. PRESSURE SUPPLY LINES DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE SCHEDULE 40 PVC UP TO 2" IN SIZE, 212" AND 3" SIZES SHALL BE CLASS 315 PVC. E NON -PRESSURE LINES SHALL BE SCHEDULE 40 PVC PIPE. C. RECYCLED& FUTURE RECYCLED PIPES TO BE PURPLE COLOR. 2.03 PLASTIC PIPE AND FITTINGS A ALL PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND FEATURING HIGH TENSILE STRENGTH, HIGH CHEMICAL RESISTANCE AND HIGH IMPACT STRENGTH. IN TERMS OF THE CURRENT ASTM STANDARD D-1769 OR D-2241, THIS COMPOUND SHALL MEET THE REQUIREMENTS OF CELL CLASSIFICATION 12454B FOR PIPE AND 13454B FOR FITTINGS. THIS COMPOUND MUST HAVE A 2,000 PSI HYDROSTATIC DESIGN STRESS RATING. B. ALL PIPE MUST BEAR THE FOLLOWING MARKINGS: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN P.S.I. AND NSF (NATIONAL SANITATION FOUNDATION). THE MANUFACTURER SHALL ALSO MARK THE DATE OF EXTRUSION OF THE PIPE. C. SOLVENT CEMENT JOINTS FOR PLASTIC PIPE AND FITTINGS SHALL BE MADE AS PRESCRIBED BY THE MANUFACTURER. THE HIGH CHEMICAL RESISTANCE OF THE PIPE AND FITTING COMPOUNDS SPECIFIED IN THE FOREGOING SECTIONS MAKES IT MANDATORY THAT AN AGGRESSIVE PRIMER, WHICH IS A TRUE SOLVENT OF PVC, BE USED IN CONJUNCTION WITH SOLVENT CEMENT DESIGNED FOR THE FIT OF THE PIPE AND THE FITTINGS OF EACH SIZE RANGE SPECIFIED. D. EACH PIPE INSTALLER EXPECTED TO MAKE SOLVENT POINTS SHALL RECEIVE INSTRUCTIONS IN THE PROPER ASSEMBLY OF SUCH JOINTS FROM THE REPRESENTATIVE OF PIPE, CEMENT, OR FITTING MANUFACTURE BEFORE STARTING THE JOB, UNLESS HE HAS BEEN PREVIOUSLY INSTRUCTED ON RECOMMENDED SOLVENT CEMENTING PROCEDURES BY A COMPETENT REPRESENTATIVE OF THE MANUFACTURER. E. ALL FITTINGS SHALL BE STANDARD WEIGHT SCHEDULE 40 PVC. AT THE PURCHASER'S DISCRETION, CONTRACT PREFERENCE MAY BE GIVEN THOSE SUPPLIERS ABLE TO FURNISH ALL TYPES OF FITTINGS REQUIRED UNDER THIS CONTRACT FROM A SINGLE MANUFACTURER, IN ORDER THAT RESPONSIBILITY WILL NOT BE DIVIDED IN WARRANTY CLAIM SITUATIONS. F. ALL FITTINGS SHALL BE INJECTED MOLDED OF AN IMPROVED PVC FITTINGS COMPOUND FEATURING HIGH TENSILE STRENGTH, HIGH CHEMICAL RESISTANCE, AND HIGH IMPACT STRENGTH. IN TERMS OF THE CURRENT ASTM STANDARD D-1784-69, THE COMPOUND MUST MEET THE REQUIREMENTS DESCRIBED IN CELL CLASSIFICATION 12454B. WHERE THREADS ARE REQUIRED IN PLASTIC FITTINGS, THESE SHALL BE INJECTION MOLDED ALSO. G. APPLY PRIMER AND SOLVENT ON ALL PIPE SIZES AND FITTINGS. PRIMER SOLVENT ON BOTH FEMALE AND MALE ENDS. H. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 PVC, WITH MOLDED THREADS. I. ALL FITTINGS SHALL BEAR THE COMPANY'S NAME AND TRADEMARK, MATERIAL DESIGNATION, SIZE APPLICABLE I.P.S. SCHEDULE, AND NSF SEAL OF APPROVAL. 2L4 PVC CONDUITISLEEVING PIPE THAT IS USED FOR IRRIGATION CONTROL WIRE SLEEVING SHALL BE PVC CONDUIT SCHEDULE 40: TYPE 1220. ALL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC CONDUIT, OR SLEEVES AS INDICATED IN DETAILS AND LEGEND. 2.05 RING-TITE PVC PIPE A ALL RING-TITE PIPE INDICATED ON THE WORKING DRAWINGS,4-SIZE OR LARGER, SHALL BE CLASS 200 PSI JOHNS-MANVILLE PVC PIPE WITH RING-TITE JOINTS. E ALL RING-TITE JOINTS SHALL BE SEALED WITH RUBBER RINGS AS PROVIDED BY THE MANUFACTURER. ALL PIPE JOINTS SHALL PROVIDE FOR EXPANSION AND CONTRACTION. C. JOINT RESTRAINT DEVICES SHALL BE PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE RING-TITE PIPE. (REFER TO DETAILS) 2.06 BRASS PIPE AND FITTINGS (IF REQUIRED) A. BRASS PIPE SHALL BE 80%a RED BRASS. AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 THREADED PIPE. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS. 2.07 BACKFLOW PREVENTION UNIT: SEE PLAN FOR TYPE, MANUFACTURER AND SIZE. UNIT SHALL BE LEAD FREE. 2.08 QUICK COUPLING VALVES A THE BODY OF THE VALVE SHALL BE RED BRASS WITH A WALL THICKNESS GUARANTEED TO WITHSTAND NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VALVE SHALL HAVE A 314-INCH OR 1-INCH FEMALE THREADED OPENING AT BASE. USE 1-INCH SIZE WITH ACME THREADS FOR RECYCLED WATER SYSTEMS. E HINGE COVER SHALL BE RED BRASS WITH A RUBBER -LIKE VINYL COVER BONDED TO IT IN SUCH A MANNER THAT IT BECOMES A PERMANENT -TYPE COVER, YELLOW IN COLOR, PURPLE FOR RECYCLED WATER. HINGE SHALL BE LOCKING TYPE. C. QUICK COUPLERS SHALL BE INSTALLED AS INDICATED ON PLAN AND DETAILS. 2.09 AUTOMATIC CONTROL VALVES, ELECTRICAL A. VALVES SHALL BE PER LEGEND. E VALVES SHALL BE CAPABLE OF BEING OPERATED IN THE FIELD WITHOUT ELECTRICITY AT THE CONTROLLER, BY A BLEEDING VALVE. C. VALVES SHALL BE COMPLETELY SERVICEABLE IN THE FIELD WITHOUT REMOVING VALVE BODY FROM THE LINE. D. VALVES SHALL BE INSTALLED IN A SHRUB AREA WHENEVER POSSIBLE AND INSTALLED ACCORDING TO CONSTRUCTION DETAIL. 2A0 BALL VALVES AND GATE VALVES APPROVED BALL VALVES SHALL BE NIBCO T-585 FULL PORT UP TO 2' SIZE. GATE VALVES SHALL BE USED FOR 212' AND 3" SIZES AND SHALL BE NIBCO T-113 WITH BRONZE TURNING HANDLES. GATE VALVES 4' IN SIZE AND LARGER SHALL USE NIBCO P-619 RW PUSH ON GATE VALVE FOR RING-TITE PIPE CONNECTION. INSTALL JOINT RESTRAINT DEVICES WHERE REQUIRED PER DETAILS. SIZE AND LOCATION SHALL BE AS INDICATED ON PLAN. 2.11 VALVE BOXES ALL REMOTE CONTROL VALVES, BALL VALVES, GATE VALVES, AND QUICK COUPLING VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING COVERS. A ALL CONCRETE VALVE BOXES SHALL BE'CHRISTIE'OR AN APPROVED EQUAL. E FOR ROUND PLASTIC VALVES BOXES USE 10' X 10114' ROUND BOX FOR BALL VALVES,QUICK COUPLER, AND GATE VALVES: RAIN BIRD, NDS, OR OLDCASTLE-CARSON SPECIFICATION GRADE 910-10 WITH BOLT DOWN COVER OR APPROVED EQUAL. EXTENSION SLEEVE SHALL PVC 6-INCH MINIMUM SIZE. C. FOR RECTANGULAR PLASTIC VALVE BOXES USE A 14" X 1 TRECTANGULAR BOX FOR ALL ELECTRIC CONTROL VALVES: RAIN BIRD, NDS, OR OLDCASTLE-CARSON SPECIFICATION GRADE 1419-12B WITH BOLT DOWN COVER OR APPROVED EQUAL. D. INSTALL I.D. TAGS ON ALL VALVES. E. VALVE BOX COVERS SHALL BE GREEN; PURPLE FOR RECYCLED WATER. 2A2 AUTOMATIC CONTROLLER A THE AUTOMATIC SPRINKLER CONTROLLER SHALL BE AS NOTED IN THE LEGEND. B. ALL WIRING TO AND FROM THE CONTROLLER SHALL BE THROUGH COLOR -CODED PLUGS AND SOCKETS. THE CONTROLLER SHALL BE LOCKING, WEATHER-PROOF TYPE, CONSTRUCTED OF HEAVY GAUGE STEEL WITH CORROSION RESISTANT ENAMEL FINISH INSIDE AND OUT. 2.13 ELECTRICAL, HIGH VOLTAGE A POWER TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE OWNER. MAKE CONNECTIONS PER ELECTRICAL CODE. E ALL ELECTRICAL EQUIPMENT OUTSIDE OF BUILDINGS SHALL BE NEMA 3 TYPE, WATERPROOF FOR SUCH INSTALLATION. C. ALL HIGH VOLTAGE WORK SHALL BE INSTALLED UNDER THIS SECTION. REFER TO WIRING, LOW VOLTAGE FOR ADDITIONAL INFORMATION. 2.14 WIRING, LOW VOLTAGE A CONNECTIONS BETWEEN THE CONTROLLER AND REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL AWG-UF TYPE WIRE, INSTALLED IN ACCORDANCE WITH VALVE MANUFACTURER'S SPECIFICATIONS. WIRE COLOR: BLACK OR COLOR CODED FOR CONTROL, WHITE FOR GROUND. E SIZING OF WIRE SHALL BE ACCORDING TO MANUFACTURER RECOMMENDATIONS, IN NO CASE LESS THAN #141N SIZE. C. FOR TWO -WIRE SYSTEMS, USE 14-AWG DOUBLE INSULATED TWO -WIRE CABLE. INSTALL CABLE IN SCHEDULE 40 PVC CONDUIT, UNLESS NOTED OTHERWISE. CONNECT CABLE TO CONTROL VALVE DECODERS PER MANUFACTURES INSTRUCTIONS AND PER DETAILS. 2.15 SMALL SHRUBBERY SPRINKLER HEADS SEE IRRIGATION PLAN LEGEND FOR MANUFACTURER AND MODEL NUMBERS. PART 3-EXECUTION 3.01 GENERAL A MATERIALS SHALL BE OF FIRST QUALITY AND OF DOMESTIC MANUFACTURER UNLESS OTHERWISE NOTED. B. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, WITH THE LANDSCAPE DRAWINGS, TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. C. FOR PURPOSED OF LEGIBILITY, SPRINKLER LINES ARE ESSENTIALLY DIAGRAMMATIC. ALTHOUGH SIZE AND LOCATION OF SPRINKLER EQUIPMENT ARE DRAWN TO SCALE WHENEVER POSSIBLE, MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THIS INFORMATION AT CONSTRUCTION SITE. D. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. E. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, OR SPECIFIC NOTES ARE DISCOVERED. ALL SUCH OBSTRUCTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS IS NOT DONE, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. BEFORE ANY WORK COMMENCES, CONFER WITH THE OWNER'S REPRESENTATIVE REGARDING GENERAL DETAILS OF WORK OF THIS CONTRACT. 3D2 OBSERVATION SCHEDULE A CONTRACTORWILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECTAND OWNER'S REPRESENTATIVE IN ADVANCE FOR THE FOLLOWING OBSERVATIONS ACCORDING TO THE TIME INDICATED: 1. PREJOB CONFERENCE-7 DAYS 2. PRESSURE SUPPLY LINE INSTALLATION AND TESTING -36 HOURS 3. SYSTEM LAYOUT -36 HOURS 4. COVERAGE TESTS -36 HOURS 5. FINAL INSPECTION -48 HOURS B. WHEN OBSERVATIONS HAVE BEEN CONDUCTED BY OTHER THAN THE REGULAR OWNER'S REPRESENTATIVE, SHOW EVIDENCE OF WHEN AND BY WHOM THESE OBSERVATIONS WERE MADE. C. NO FINAL INSPECTIONS WILL COMMENCE WITHOUT AS -BUILT DRAWINGS BEING COMPLETED. 3.03 WATER SUPPLY CONNECTIONS TO THE EXISTING POINTS OF CONNECTION SHALL BE AT THE APPROXIMATE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. 3.04 LAYOUT LAYOUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. LAYOUT SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION. 3.05 GRADES BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTH. 3.06 ASSEMBLIES A INSTALL THE BACKFLOW ASSEMBLY AT THE HEIGHT REQUIRED BY LOCAL CODES, MINIMUM I2'ABOVE FINISH GRADE. B. ROUTING OF PRESSURE SUPPLY LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND VARIOUS ASSEMBLIES) TO CONFORM WITH DETAILS ON PLANS. C. INSTALL NO MULTIPLE ASSEMBLIES ON PLASTIC LINES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. WHEN CALLED FOR, THE PRESSURE RELIEFVALVE SHALL BE THE LAST ASSEMBLY. 3D7 LINECLEARANCE ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 41NCHES FROM EACH OTHER, AND 61NCHES FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 3D8 TRENCHING A DIG TRENCH AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. E PROVIDE MINIMUM COVER OF 18 INCHES ON ALL PRESSURE SUPPLY LINES. C. PROVIDE MINIMUM COVER OF 18 INCHES FOR ALL CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON -PRESSURE LINES. E. PROVIDE MINIMUM COVER OF 24 INCHES FOR ALL LINES UNDER PAVING. F. PROVIDE MINIMUM OF 10' HORIZONTAL SEPARATION OF RECYCLED WATER LINES FROM DOMESTIC WATER LINES. G. PROVIDE MINIMUM OF I'SLEEVED VERTICAL SEPARATION WI RECYCLED WATER LINES UNDER DOMESTIC WATER LINES. 3.09 BACKFILLING A INITIAL BACKFILL ON ALL LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO ROCKS OR FOREIGN MATTER LARGER THAT 112-INCH IN SIZE. BACKFILL MATERIAL SHALL BE APPROVED ON -SITE SOIL OR IMPORTED SAND. E BACKFILL MATERIAL SHALL BE TAMPED IN 4-INCH LAYERS, UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION UNDER AND ON EACH SIDE OF PIPE, TO PROVIDE SUPPORT FREE OF VOIDS. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER IRREGULARITIES. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED FOR COMPACTING SOIL. C. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 3.10 PVC PIPE A PVC PIPE SHALL BE SNAKED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. B. ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTORS, UNLESS OTHERWISE SHOWN IN DETAILS. C. THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR(24) HOURS BEFORE PRESSURE IS APPLIED TO THE PVC PIPE SYSTEM. D. MAIN LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN FOUR (4) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE, AT THE HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 150 POUNDS PER SQUARE INCH. CENTER FILLING OF PIPE LENGTHS IS ALLOWED. E. AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY WORK HAS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, CONTROL VALVES SHALL OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM FOR A MINIMUM OF FIVE (5) MINUTES. E AT THE CONCLUSION OF A SYSTEM FLUSHING, THE HEADS SHALL BE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE. CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE AND ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE. 3.11 INSTALLATION OF RING-TITE PVC PIPE A. EXCEPT AS MAY BE NOTED IN OTHER PARTS OF THE SPECIFICATIONS OR ON THE DRAWINGS, INSTALLATION OF RING-TITE PIPE AND CONNECTING FITTINGS SHALL BE OUTLINED IN MANUAL AS FURNISHED BY PIPE MANUFACTURER, OR AS SET FORTH BY THE JOHNSMANSVILLE COMPANY MANUAL #772-62A. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE INSTALLATION OF THE PIPE AT THE PROPER DEPTH AND THE CORRECT LOCATION OF CONCRETE THRUST BLOCKS OF ADEQUATE SIZES OR RESTRAINT DEVICES. CONTRACTOR SHALL MAKE AVAILABLE THE SERVICES OF THE MANUFACTURER'S REPRESENTATIVE AT THE START OF THE INSTALLATION AND DURING CONSTRUCTION. B. EACH LINE SHALL BE TESTED AT A PRESSURE 50 PSI GREATER THAN THE MANUFACTURER'S RECOMMENDED WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS, WITH THE COUPLINGS AND CONNECTIONS EXPOSED AND WITH THE CENTER OF PIPE SECTION SUFFICIENTLY SUPPORTED AND FILLED TO HOLD PIPE IN PLACE. 3.12 SPRINKLERS A ALL NOZZLES ON SPRINKLERS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRINKLERS HAVING AN ADJUSTMENT STEM SHALL BE ADJUSTED ON A LATERAL LINE FOR THE PROPER DIRECTION, RADIUS, DIAMETER ANDIOR GALLONAGE PER APPROVAL OF THE OWNER'S REPRESENTATIVE. B. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS FOR FINAL APPROVAL. C. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDATION BY THE MANUFACTURER. D. IF NECESSARY, ADJUST OR REPLACE SPRINKLER NOZZLES TO ACHIEVE FULL HEAD TO HEAD COVERAGE. 3,13 VALVES A CONTROL VALVES AND QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY ITFROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE DESIGNED. REFER TO INSTALLATION DETAIL. PLACE VALVES IN VALVE BOXES. E REMOTE CONTROL VALVES SHALL BE ADJUSTED IN ORDER THAT A UNIFORM DISTRIBUTION OF WATER IB APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. 3.14 VALVE BOXES A. VALVE BOXES SHALL BE SET ONE INCH (1-) ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND THREE INCHES(&") ABOVE FINISH GRADE IN GROUND COVER AREAS. B. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADER BOARDS, AND PAVING SHALL NOT ABUT THOSE ITEMS. TOP SURFACES SHALL BE FLUSH WITH, AND PERPENDICULAR TO, ITEMS LISTED ABOVE. C. VALVE BOXES SHALL BE INSTALLED IN SHRUB PLANTERS, NOT IN TURF AREAS WHENEVER POSSIBLE, UNLESS OTHERWISE APPROVED. 3.15 AUTOMATIC CONTROLLER LOCATION AND INSTALLATION A. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCATION SHOWN ON THE PLAN, UNLESS OTHERWISE INSTRUCTED BY THE OWNER'S REPRESENTATIVE. B. ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING THE 120 VOLT ELECTRICAL SERVICE TO THE CONTROLLER. OWNER SHALL PROVIDE POWER TO CONTROLLER. IRRIGATION CONTRACTOR SHALL COMPLETE HOOK-UP TO CONTROLLER. C. THERE SHALL BE ADEQUATE COVERAGE OF EARTH (18' MINIMUM) OVER THE 24-VOLT CONTROL WIRE. BUNDLE AND TAPE WIRES AT 15' O.C. AND INSTALL ADJACENT TO MAINLINE. D. PEDESTAL CONTROLLER SHALL BE INSTALLED ON A CONCRETE OR PLASTIC PAD. 3.16 CONTROLWIRE A. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. B. CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE USING 3M DBRN-6 DIRECT BURY SPLICE KIT CONNECTORS. CONNECT TO DECODERS FOR 2-WIRE SYSTEMS. C. THREE (T) FEET LONG PIG -TAIL FIELD WIRE SPLICES SHALL BE ALLOWED ONLY AT 1500 FT. INTERVALS. THE WIRE SPLICES SHALL BE ENCLOSED IN AN RCV BOX WITH COVER STENCILED'EB' IN YELLOW. 3.17 BACKFLOW PREVENTION UNITS A. THE BACKFLOW PREVENTION UNITS SHALL BE INSTALLED AS SHOWN ON PLANS AND DETAILS. BACKFLOW PREVENTION UNITS SHALL BE INSTALLED PER LOCAL CODES, B. PROVIDE CERTIFICATION FROM A CERTIFIED TESTING COMPANY FOR REDUCED PRESSURE BACKFLOW ASSEMBLIES. 3.18 FLUSHING THE SYSTEM A. AFTER ALL NEW SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM FOR A MINIMUM OF 5 MINUTES. SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE SYSTEM HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 3.19 ADJUSTING THE SYSTEM A. ADJUST THE VALVES AND ALIGNMENT AND COVERAGE OF ALL SPRINKLER HEADS. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL NECESSARY CHANGES OR MAKE ARRANGEMENTS WITH THE MANUFACTURER TO HAVE ADJUSTMENTS MADE, PRIOR TO ANY PLANTING. THESE CHANGES OR ADJUSTMENTS SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. B. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. 3.20 COVERAGE TEST A. WHEN THE SPRINKLER SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. THIS TEST SHALL BE ACCOMPLISHED BEFORE PLANTING BEGINS. 3.21 HYDROSTATICTEST A. ALL HYDROSTATIC TESTS SHALL BE MADE ONLY IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, OR OTHER DULY AUTHORIZED REPRESENTATIVE OF THE OWNER. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED IN WRITING. PRESSURE SUPPLY LINES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH FORA PERIOD OF FOUR HOURS. 3.22 COMPLETION A. UPON COMPLETION OF THE WORK, MAKE GROUND SURFACE LEVEL, REMOVE EXCESS MATERIALS,RUBBISH,DEBRIS, ETC., AND REMOVE CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES. B. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS: • TWO WRENCHES AND TOOLS FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEAD SUPPLIED. • TWO KEYS FOR EACH AUTOMATIC CONTROLLER. • FOUR QUICK COUPLER KEYS WITH ATTACHED HOSE SWIVELS. • FOUR (4) OF EACH OF ALL TYPES OF SPRINKLER HEADS AND NOZZLES. • TWO KEYS FOR ENCLOSURE LOCK. • TWO COVER LIFTING TOOLS FOR VALVE BOXES. C. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO THE OWNER ATTHE CONCLUSION OF THE PROJECT. BEFORE FINAL ACCEPTANCE CAN OCCUR, EVIDENCE THAT THE OWNER HAS RECEIVED MATERIALS MUST BE SHOWN TO THE OWNER'S REPRESENTATIVE. PART 4- RECORD DRAWINGS, CHARTS AND MANUALS 4.01 RECORD DRAWINGS A. RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE DRAWINGS, ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON -PRESSURE LINES. B. UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. WHEN THE DRAWINGS ARE APPROVED, THE TRANSFER OF ALL INFORMATION TO A SET OF REPRODUCIBLE DRAWINGS WILL BE DONE AT COST BY THE OWNER'S REPRESENTATIVE. C. DIMENSIONS FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT, ETC.). LOCATIONS SHOWN ON AS -BUILT DRAWINGS SHALL BE KEPT DAY TO DAY AS THE PROJECT IS BEING INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 118-INCH IN SIZE. D. SHOW LOCATIONS AND OF THE FOLLOWING ITEMS: -POINT OF CONNECTION AND EQUIPMENT. -ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAXIMUM 100 FEET ALONG ROUTING). -SPRINKLER CONTROL VALVES (BURIED ONLY). -ROUTING OF CONTROL VALVES. -OTHER RELATED EQUIPMENT (AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE). -QUICK COUPLING VALVES. E. MAINTAIN AS -BUILT DRAWINGS ON SITE AT ALL TIMES. 4.02 CONTROLLER CHARTS A. AS -BUILT DRAWINGS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE CHARTS ARE PREPARED. B. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED, OF THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, SHOWING THE AREA COVERED BY THE AUTOMATIC CONTROLLER. 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. THE CHART SHALL BE A BLACK LINE PRINT AND A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FOR EACH STATION. C. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 2D MILS. THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE INSIDE CONTROLLER CABINET. D. THESE CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 4.03 OPERATION AND MAINTENANCE MANUAL A. PREPARE AND DELIVER TO THE OWNER'S REPRESENTATIVE WITHIN TEN DAYS BY CALENDAR PRIOR TO COMPLETION OF CONSTRUCTION, A MAINTENANCE MANUAL WITH ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPERLY PREPARED IN INDIVIDUAL BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL. THE MANUAL SHALL DESCRIBE THE MATERIAL INSTALLED AND SHALL BE IN SUFFICIENT DETAIL TO PERMIT THE OPERATING PERSONNEL TO UNDERSTAND, OPERATE, AND MAINTAIN ALL EQUIPMENT. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION SHALL BE INCLUDED FOR EACH EQUIPMENT ITEM INSTALLED. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING INFORMATION: 1. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS, 2. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. B. IN ADDITION TO THE ABOVE MAINTENANCE MANUAL, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENTAND SHOW WRITTEN EVIDENCE TO THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. PARTS - GUARANTEES A. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. OWNER MAY EXERCISE OPTION TO WITHHOLD PART OF FINAL PAYMENT UNTIL THE ONE YEAR PRODUCTIWORKMANSHIP GUARANTEE HAS ELAPSED FROM DATE OF FINAL ACCEPTANCE. B. IF WITHIN ONE YEAR FROM THE DATE OF COMPLETION, SETTLEMENT OCCURS, AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS OR PAVING IS NECESSARY TO BRING THE SYSTEM OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRA COST TO OWNER, INCLUDING THE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. SHOULD ANY DIFFICULTIES DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH OWNER FEELS MAY BE DUE TO INFERIOR MATERIAL ANDIOR WORKMANSHIP, THESE DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY CONTRACTOR TO THE SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER, WITHIN 48 HOURS OF WRITTEN NOTICE, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. FAILURE OF CONTRACTOR TO RESPOND IN A TIMELY MANNER TO REPAIR DAMAGED CONDITIONS, SHALL PROMPT OWNER TO REPAIR SAME AND DEDUCT COSTS OF LABOR, MATERIAL AND EQUIPMENT USED FROM CONTRACTOR'S FINAL PAYMENT. C. THE OWNER RESERVES THE PRIVILEGE OF MAKING ANY EMERGENCY REPAIR WITHOUT RELIEVING CONTRACTOR'S WARRANTY OBLIGATIONS. D. WRITTEN GUARANTEE SHALL BE SUPPLIED IN THE COMPLETION OF THE PROJECT, SHOWING DATE OF COMPLETION ENO OF SECTION SHEET LANDSCAPE PLANTING PART 3-EXECUTION 3.09 PRUNING 3.01 GENERAL PREPARATION PART 1-GENERAL REFER TO STANDARD CONTRACT DOCUMENT FOR NON -TECHNICAL CONTRACTUAL REQUIREMENTS AND CONDITIONS. 1.01 SCOPE OF WORK A. WORK INCLUDED: ALL LABOR AND MATERIALS, APPLIANCES, TOOLS, EQUIPMENT,FACILITIES,TRANSPORTATION, AND SERVICES NECESSARY FOR AND INCIDENTAL TO PERFORMING ALL OPERATIONS IN CONNECTION WITH FURNISHING, DELIVERY, AND INSTALLATION OF 'LANDSCAPE PLANTING", COMPLETE, AS SHOWN ON THE DRAWINGS ANDIOR SPECIFIED HEREIN. WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. PROVIDE THE FINE GRADING IN ALL AREAS TO BE PLANTED. 2. FURNISH AND APPLY WEED CONTROL TO ALL PLANTING AREAS. 3. PREPARATION OF SOIL IN ALL PLANTING AREAS PER SOILS ANALYSIS. 4. FURNISH AND INSTALL ALL PLANTS AND INSTALLATION MATERIALS. 5. STAKE TREES. 6. FURNISH AND INSTALL SODDED LAWN. 7. FURNISH AND INSTALL HEADER BOARDS. 8. FURNISH AND APPLY MULCH. 9. PRUNING OF NURSERY STOCK AS DIRECTED. 10. MAINTENANCE OF ALL PLANTINGS UNTIL END OF MAINTENANCE PERIOD AND ACCEPTANCE BY OWNER. 11. GUARANTEE OF MATERIAL AND WORKMANSHIP. B. RELATED WORK SPECIFIED UNDER OTHER CONTRACTS(COPIES AVAILABLE FROM THE OWNER). 1. CONCRETE SIDEWALKS, CURBS, AND MOW STRIPS. 2. ASPHALTPAVING. 3. ROUGH GRADING AND DRAINAGE. 4. ELECTRICALWORK. C. VERIFICATION OF PLANT QUANTITIES QUANTITIES GIVEN FOR PLANT MATERIALS ARE SHOWN ON DRAWINGS FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL PROVIDE ALL PLANTS SHOWN ON THE PLANS. PART 2. MATERIALS 2.01 MATERIALS IF REQUESTED, SAMPLES OF SOIL ADDITIVES AND PLANTS SHALL BE SUBMITTED FOR INSPECTION AND STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. DELIVERY MAY BEGIN UPON APPROVAL OF SAMPLES, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. SUBSTITUTIONS IN ANY MATERIAL WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. A. SOILS 1. AFTER ROUGH GRADING HAS BEEN COMPLETED AND PRIOR TO OPERATIONS, ON -SITE SOILS SHALL BE TESTED FOR AGRONOMIC SUITABILITY AND AMENDING REQUIREMENTS. TESTING SERVICES SHALL BE ORGANIZED AND PAID FOR BY THE CONTRACTOR. IN PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS (I.E. PRODUCTION HOME DEVELOPMENTS) A SOIL SAMPLING RATE OF 1 IN 7 LOTS WILL SATISFY THIS REQUIREMENT. 2. CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO COMPLY WITH FINAL SOILS ANALYSIS RECOMMENDATIONS AS DIRECTED BY THE SOILS REPORT. 3. SOIL -TESTING LABORATORY QUALIFICATIONS: a. WALLACE LABORATORIES, 365 CORAL CIRCLE, EL SEGUNDO, CA. 90245, TEL: (310) 6151116, FAX: (310) 640-6863 b. WAYPOINT ANALYTICAL, 4741 EAST HUNTER AVE, SUITE A, ANAHEIM, CA 92807, TEL: (714) 282-8777 c. SUNLAND ANALYTICAL, 11419 SUNRISE GOLD CIRCLE,#10 RANCHO CORDOVA, CA. 95742, TEL:(916) 8528557 4. TOPSOIL ANALYSIS: SOIL ANALYSIS SHALL INCLUDE THE FOLLOWING: a. PHYSICAL SOIL PROPERTIES. b. HYDRAULIC CONDUCTIVITY AND RATE OF WATER PERCOLATION. c. CHEMICAL ANALYSIS. d. RECOMMENDATIONS FOR ORGANIC MATERIALS, FERTILIZERS, AND OTHER MATERIALS FOUND NECESSARY TO AMEND BASE SOILS FOR OPTIMUM PLANT GROWTH. e. RECOMMENDATIONS FOR SPECIFIC BACKFILL MIX TO BE UTILIZED IN PLANTING PITS. B. SOIL AMENDMENTS SHALL BE AS RECOMMENDED BY SOIL TESTING LABORATORY AND THE FOLLOWING: 1. FERTILIZER FOR SOIL CONDITIONING AND MAINTENANCE SHALL BEAR THE MANUFACTURER'S GUARANTEED ANALYSIS, AND SHALL BE AS RECOMMENDED IN THE REQUIRED SOILS LABORATORY REPORT. 2. FERTILIZER PLANT TABLETS SHALL BE GRO-POWER 20-10-5, 7 GRAM OR AGRIFORM 20-105, 21 GRAM TO BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. 3. APPLICATION RATES: OPTION 1: APPLY 21 GRAM AGRIFORM TABLETS AT THE FOLLOWING RATES PER PLANT BY SIZE: SMALL GROUNDCOVER AND FLATS: APPLY ONE 10 GRAM AGRIFORM TABLET PER ROOTED GROUNDCOVER CUTTING AND FLATS. REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION PROCEDURE. GROUNDCOVER, AND SHRUBS: • 1 GAL. SHRUB-1 TABLETS • 5GAL. SHRUB-2 TABLETS • 15 GAL. SHRUB-7 TABLETS TREES: • 24'BOX TREE-15 TABLETS • 36'BOX TREE -18 TABLETS • 48' BOX TREE -20 TABLETS • 60' BOX TREE -24 TABLETS OPTION 2: APPLY 7 GRAMS GRO-POWER TABLETS AT THE FOLLOWING RATES PER PLANT BY SIZE: GROUNDCOVER AND FLATS: APPLY ONE 7 GRAM GRO-POWER TABLET PER ROOTED GROUNDCOVER CUTTING AND FLATS. REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION PROCEDURE. GROUNDCOVER, AND SHRUBS: • 1 GAL. SHRUB-2 TABLETS • 5GAL. SHRUB-6 TABLETS • 15 GAL. SHRUB-12 TABLETS TREES: • 24'BOX TREE -14 TABLETS • 36'BOX TREE -18 TABLETS • 48' BOX TREE -22 TABLETS • 60' BOX TREE -32 TABLETS 4. ORGANIC AMENDMENTS SHALL BE NITROLIZED REDWOOD SAWDUST (.5%ACTUAL NITROGEN), OR FIR BARK 1%NITROGEN). IT SHALL BE FINE TEXTURED, HAVING MINIMUM 80% PASSING#8 SCREEN AND MINIMUM 95%PASSING 44 MESH SCREEN. SALINITY SHALL BE NO HIGHER THAN 3.5 MILLIOHMS PER CENTIMETER AT 25 CENTIGRADE AS MEASURED BY SATURATION PINE SHALL NOT BE USED AS AN ORGANIC AMENDMENT. C. PLANTS 1. QUALITY AND SIZE OF ALL PLANTS SHALL CONFORM TO THE CALIFORNIA STANDARD GRADING CODE OF NURSERY STOCK AND SHALL BE NO.I GRADE. PLANTS SHALL BE VIGOROUS, OR NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. ALL PLANTS SHALL EQUAL OR EXCEED ANY MEASUREMENTS SPECIFIED AND SHALL BE SUPPLIED FROM THE SOURCE INDICATED WHEN A SOURCE IS SPECIFIED. 2. CONTAINER STOCK SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST ONE YEAR, BUT NOT OVER TWO YEARS. SAMPLES SHALL BE SHOWN TO PROVE THAT NO ROOT BOUND CONDITIONS PREVAIL. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM CONTAINER, SHALL BE PLANTED EXCEPT ON SPECIAL APPROVAL FROM THE OWNER'S REPRESENTATIVE. 3. NOMENCLATURE CONFORMS TO CUSTOMARY NURSERY USAGE: FOR CLARIFICATION, THE TERM"MULTI-TRUNK'DEFINES A PLANT HAVING A MINIMUM OF THREE TRUNKS AND A MAXIMUM OF FIVE TRUNKS OF NEARLY EQUAL DIAMETER. 4. INSPECTIONS; ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY A STATE OR COUNTY HORTICULTURAL DEPARTMENT, AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE PLANTING. a. INSPECTION OF PLANT MATERIAL: INSPECTION OF PLANT MATERIALS REQUIRED BY CITY, COUNTY, STATE, OR FEDERAL AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND WHERE NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO THE SITE. b. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT PLACE OF GROWTH AND ON THE PROJECT SITE AT ANYTIME BEFORE AND DURING PROGRESS OF WORK OR DURING THE MAINTENANCE PERIOD. POOR CONDITION, LATENT DEFECTS,INJURIES, AND IMPROPER SIZE, VARIETY, AND SHAPE SHALL BE CAUSE FOR REJECTION. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. 5. SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO OWNER. EXCEPT FOR AUTHORIZED VARIATIONS, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT, B. TREE SUPPORT MATERIALS: 1. STAKES FOR TREE SUPPORT SHALL BE LODGE POLE PINE FREE FROM KNOTS, ROT, CROSS GRAIN OR OTHER DEFECTS THAT WOULD IMPAIR STRENGTH. STAKES SHALL BE PRESSURE TREATED WITH PENTACHLOROPHENOL, AND A MINIMUM OF 2' DIAMETER BY 8'-0" LONG AND POINTED AT ONE END. 2. TIES FOR HOLDING TREES SHALL BE 'CINCH-TIE'OR APPROVED EQUAL. "CINCH -TIE' MANUF. BY V.I.T. PRODUCTS, 15561 PRODUCT LANE, D4, HUNTINGTON BEACH, CA 92649. 3. TREE GUYING MATERIALS SHALL BE AS FOLLOWS: a. GROUND ANCHORS FOR GUYING SHALL BE REDWOOD PER DETAIL. b. GUYING WIRE SHALL BE 12 GAUGE ANNEALED GALVANIZED STEEL. c. GUYING CABLE SHALL BE A MINIMUM OF TWO STRANDS, MAKING A 3116'DIAMETER STEEL CABLE. d. HOSE CHAFING GUARDS SHALL BE NEW OR USED 2-PLY, ONE HALF INCH (17") REINFORCED RUBBER OR PLASTIC HOSE AND SHALL BE ALL THE SAME COLOR ON THE PROJECT. LENGTH SHALL BE ONE AND ONE-HALF TIMES THE CIRCUMFERENCE OF THE PLANT AT ITS BASE. e. GUYING CABLE SHALL BE COVERED WITH 318" DIA. X 3" LONG WHITE PVC TUBING. f. TURNBUCKLES SHALL BE GALVANIZED OR CADMIUM -PLATED STEEL AND HAVE A YMINIMUM LENGTHWISE OPENING FITTED WITH SCREW EYES. g. DUCKBILL 88-OTS EARTH ANCHOR MAY BE USED AS AN ALTERNATE TO THE GUYING MATERIALS SPECIFIED ABOVE MANUF. BY FORESIGHT PRODUCTS, INC. NORTH GLEN, COLORADO, (1800) 325-5360. D. MULCHING: MULCH SHALL CONSIST OF PROCESSED WOOD FIBER MATERIAL EQUAL TO OR SUPPLIED BY EARTHWORKS,RIVERSIDE, CA, (951)782-0260. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR OWNERS REPRESENTATIVE'S APPROVAL. E. LAWN FROM SOD: MARATHON II HYBRID FESCUE AS AVAILABLE FROM SOUTHL ND SOD FARMS OR EQUAL. SUBMITTAL FOR TYPE AND GROWER REQUIRED FOR ARCHITECTS APPROVAL. F. HEADER BOARD I MOWSTRIP: SEE DETAILS. G. HERBICIDES: 1. HERB ICI DES USED MUST COMPLY WITH ALL APPLICABLE STATE AND FEDERAL LAWS AND BE REGISTERED WITH THE U.S. ENVIRONMENTAL PROTECTION AGENCY HERBICIDE CONTROL SHALL BE: a. PRE -EMERGENCY APPLICATION OF'TREFLAN 5%GRANULES- OR EQUIVALENT, APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND INCORPORATED INTO SOIL AS SPECIFIED. b. POST- EMERGENCE APPLICATION OF"ROUND-UP'OR EQUIVALENT, APPLIED AS SPECIFIED BY MANUFACTURER. SPRAY WITH EXTREME CARE TO AVOID CONTACT WITH DESIRABLE LANDSCAPE PLANTINGS. A. COMMENCE WORK AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND CONDUCT OPERATIONS CONTINUALLY TO COMPLETION UNLESS WEATHER CONDITIONS ARE UNFAVORABLE. ALL WORK SHALL CONFORM TO HIGH STANDARDS OF PRACTICE WITHIN THE TRADE. B. CLEAN UP AND REMOVE FROM PLANTING AREAS ALL EXISTING PLANT MATERIAL NOT REMOVED UNDER THE GENERAL SITE CONSTRUCTION CONTRACT, INCLUDING ROOTS AND ANY ACCUMULATED DEBRIS AND RUBBISH BEFORE COMMENCING WORK LEGALLY DISPOSE OF SUCH MATERIALS OFF THE SITE, C. UNDERGROUND OBSTRUCTIONS TO PLANTING: 1. IF UNDERGROUND UTILITIES, CONSTRUCTION OR SOLID ROCK LEDGES ARE ENCOUNTERED, OTHER LOCATIONS FOR PLANTING MAYBE SELECTED BY THE OWNER'S REPRESENTATIVE. DAMAGE TO UTILITY LINES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO THE OWNER OR TENANT. D. PROTECTION OF EXISTING VEGETATION: 1. IF LAWNS HAVE BEEN ESTABLISHED PRIOR TO PLANTING OPERATIONS, THE SURROUNDING TURF SHALL BE COVERED IN A MANNER THAT WILL PROTECT TURF AREAS BEFORE EXCAVATIONS BEGIN. E. STORAGE: STORE PLANTS AND MATERIALS ON THE PROJECT SITE, AND ENSURE THAT THEY ARE PROTECTED FROM DAMAGE BY SUN, RAIN, WIND, THEFT, VANDALISM, AND CONSTRUCTION WORK. WATER PLANTS REGULARLY. 3.02 INSPECTION OF WORK IN PROGRESS A. INSTALLATIONS AND OPERATIONS IN PROGRESS MUST BE APPROVED AT VARIOUS STAGES BY THE OWNER'S AUTHORIZED REPRESENTATIVE. B. IN NO EVENT SHALL THE CONTRACTOR PROCEED FROM ONE STATE TO ANOTHER OF THE WORK, WITHOUT PRIOR APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. C. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTIONS OF THE FOLLOWING STAGES OF WORK: 1. WHEN ALL GRADING WITHIN PLANTING AREAS HAS BEEN COMPLETED. 2. WHEN ALL PLANTS ARE READY TO BE DELIVERED AT THE NURSERY OR WHEN PLANTS HAVE BEEN DELIVERED TO THE SITE AND PRIOR TO ANY PLANTING. 3. WHEN ALL TREES AND SHRUBS HAVE BEEN SPOTTED ON THE SITE WHERE SHOWN ON THE DRAWINGS. 4. WHEN ALL TREE AND SHRUB PITS HAVE BEEN EXCAVATED AFTER WATER HAS LEACHED OUT OF THE PITS. 5. WHEN WEED GERMINATION AND REMOVAL IS COMPLETE, AND SEEDBED IS PREPARED BUT PRIOR TO INSTALLATION OF SEED. 3.03 FINE GRADING A. THE CONTRACTOR SHALL IMPORT SOIL WHEN REQUIRED. THE CONTRACTOR'S BID SHALL INDICATE THE TOTAL IN -PLACE COST OF REQUIRED IMPORT SOIL. NO ADDITIONAL CHARGES WILL BE ALLOWED. B. THE SOIL SHALL NOT BE WORKED WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, NOR WHEN IT IS SO DRY THAT DUST WILL FORM, OR CLODS NOT READILY BREAK UP. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL IN AREAS WITHIN THE SCOPE OF THIS CONTRACT. D. RIP IN TWO DIRECTIONS TO THE DEPTH OF I2"ON ALL AREAS UPON WHICH FILL WILL BE PLACED. E. ROUGH GRADE REQUIREMENTS SHALL ALLOW FOR SOIL AMENDMENTS. COORDINATE WITH GENERAL CONTRACTOR. F. BRING TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE ALL SOIL IN PLANTING AREAS THAT CONTAIN ANY DELETERIOUS SUBSTANCES SUCH AS OIL, PLASTER, CONCRETE, GASOLINE, PAINTS, SOLVENTS, ETC. UPON THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE, REMOVE AND DISPOSE OF ALL ABOVE MENTIONED ITEMS AND SOIL TO THE LEVEL OF DRYNESS IN THE AFFECTED AREAS. THE AFFECTED SOIL SHALL BE REPLACED WITH NATIVE SOIL. IF THE CONTRACTOR FAILS TO NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE OF THE ABOVE -MENTIONED SOIL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO INSTALLED PLANTS CAUSED BY SUCH SUBSTANCES. G. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TO THE CONTRACTOR, HE SHALL NOTIFY THE OWNER'S REPRESENTATIVE. H. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITIONS, MAKING CERTAIN THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE AND DISPOSE OF ALL FOREIGN MATERIALS, CLODS AND ROCKS OVER ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER SOIL CONDITIONING AND PLANTING, THE FINISH GRADE IN SHRUB AND IN GROUNDCOVER AREAS IS 3" BELOW THE TOP OF ALL CURBS AND 1- BELOW THE TOP OF ALL WALKS. I. OMIT ROTO-TILLING ON SLOPES 2 TO I OR GREATER IN RATIO. INSTEAD, LIGHTLY HAND SCARIFY THE SOIL. REFER TO DRAWINGS FOR SLOPED AREAS, IF ANY. J. PATCH ALL AREAS HAVING DAMAGE FROM EROSION AND SO RELATED EARTH MOVING TO CREATE A SMOOTH AND REGULAR SURFACE FOR PLANTING. FINAL GRADE TO BE APPROVED BY OWNER'S REPRESENTATIVE. 3.04 SOIL CONDITIONING(SEE ALSO FINE GRADING SECTION) A. BROADCAST THE RECOMMENDED SOIL ADDITIVES PER 1,030 SQUARE FEET AND CULTIVATE TO A DEPTH OF 6" BASED UPON RECOMMENDATIONS FROM SOILS LABORATORY REPORT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SOILS TESTS. COPIES OF THE REPORT SHALL BE SENT TO THE OWNER'S REPRESENTATIVES. B. FOR BIDDING PURPOSES WHEN NO SOILS REPORT IS AVAILABLE, IN ALL PLANTING AREAS THE FOLLOWING APPLICATION SHALL BE MADE PER LOCO SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED IN TWO DIRECTIONS INTO THE TOP 6- OF SOIL, AND THE AREA WATERED DOWN: 2 CU. YDS. NITROLIZED WOOD SHAVINGS 20 LBS. IRON SULFATE C. PLANTING PITS SHALL BE EXCAVATED TWO TIMES THE DIAMETER AND 7SHALLOWER THAN THE ROOT BALL DEPTH FOR TREES, PLAICE AS WIDE AND 6-DEEPER THAN THE ROOT BALL FOR SHRUBS. (REFER TO PLANTING DETAILS). D. FOR PLANTS, BACKFILL PLANT PITS WITH SOIL EXCAVATED FROM PIT WITH AMENDMENTS PER SOILS REPORT. E. BACKFILL MIX FOR PALMS SHALL BE PLASTER OR NURSERY SAND. (REFER TO DETAILS) E THE PREPARED SOIL MIX SHALL BE UNIFORMLY BLENDED IN AN AREA ADJACENT TO THE PLANTING WORK AND SHALL BE ACCURATELY PROPORTIONED USING SUITABLE MEASURING CONTAINER. UNUSED EXCAVATED SOIL SHALL BE REMOVED FROM SITE. PROTECT THE MIX FROM WATER UNTIL IT HAS BEEN PLACED IN BACKFILL AROUND PLANTS. 3.05 WEED CONTROIIABATEMENT A. WEED ABATEMENT: AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM, SOIL PREPARATION, AND FINE GRADING, BUT PRIOR TO PLANTING, PERFORM WEED ABATEMENT PROGRAM TO ALL PLANTING AREAS AS FOLLOWS: 1. HYDROSEEDED OR HAND SEEDED PLANTING AREAS: a. APPLY SULFATE OF AMMONIA AT THE RATE OF 5 LBS. PER 1,000 SQ. FT. TO ALL AREAS BE PLANTED. b. KEEP AREA MOIST BY REGULAR IRRIGATIONS FOR A PERIOD OF TWO (2) WEEDS TO GERMINATE EXISTING WEED SEEDS. c. AT THE END OF TWO WEEKS,APPLY'ROUND-UP'OR EQUAL SYSTEMIC HERBICIDE. DO NOT IRRIGATE WITHIN SIX (6) HOURS AFTER APPLICATION. HERBICIDE SHALL BE APPLIED BY AN INDIVIDUAL WITH APPROPRIATE LICENSE, REFER TO MFG SPECIFICATIONS FOR PERIOD OF TIME REQUIRED FROM TIME OF APPLICATION TO TIME OF IMPLEMENTING PLANTING. AFTER COMPLETE WEED KILL, REMOVE ALL WEED RESIDUE AND TOP GROWTH AND DISPOSE OF IN LEGAL MANNER. 2. SHRUBAND HAND PLANTED GROUND COVER AREAS: a. APPLY PRE -EMERGENT WEED CONTROL CHEMICALS TO HAND PLANTED GROUNDCOVER AREAS. DO NOT APPLY TO AREAS TO BE SEEDED. b. PROCEED WITH INSTALLATION OF SHRUBS AND GROUNDCOVER AFTER REMOVAL OF ANY WEEDS BY CULTIVATION. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL OF WEEKS IN ALL LANDSCAPE AREAS THROUGH THE FINAL ACCEPTANCE OF THE WORK. ANY SELECTIVE WEEK CONTROL SPRAY OR PHYSICAL WEEK REMOVAL SHALL BE THE CONTACTORS RESPONSIBLY AND THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FORM WEEK CONTROL ACTIVITY. C. ALL HERBICIDES SHALL BE APPLIED ONLY BY A LICENSED HERBICIDE APPLICATION AGENCY OR NO HERBICIDES SHALL BE APPLIED WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE CITY INSPECTOR. 3.06 PLANTING SHALL BE DONE AS FOLLOWS: A. PLANTING OF TREES 1. POSITION PLANTS IN PLANT LOCATIONS INDICATED ON DRAWINGS AND SECURE APPROVAL BEFORE EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS REQUIRED. 2. ALL PITS FOR TREES SHALL BE DUG SQUARE WITH BOTTOM LEVEL, THE LENGTH OF SIDES EQUAL TO TWO TIMES THE WIDTH AND 2" LESS THAN THE DEPTH OF THE TREE ROOT BALL. COMPACTED SOILS AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARIFYING OR OTHER APPROVED METHOD. ONCE THE TREE IS POSITIONED IN THE PIT, THE PIT SHALL BE FILLED WITH SOIL AS PER SPECS, THOROUGHLY SETTLED BY WATER APPLICATION. (REFER TO PLANTING DETAILS, SPACING DETAILS, AND TREE IRRIGATION DETAILS.) 3. PREPARE DEPRESSED WATER BASIN AS WIDE AS PLANT ROOT -BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL SOIL. B. PLANTING VINES, SHRUBS AND GROUNDCOVER 1. VINE AND SHRUBS SHALL BE PLANTED IN PITS AT LEAST TWO TIMES GREATER THAN THE DIAMETER OF THE ROOT BALL AND 6' BELOW THE BOTTOM OF THE BALL. COMPACTED SOIL AT BOTTOM OF PIT SHALL BE LOOSENED AND THE PIT FILLED WITH "NATIVE SOIL' TO THE BOTTOM OF THE BALL. WHEN THE PLANT HAS BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE WITH AMENDED SOIL AND THOROUGHLY SETTLED BY TAMPING AND WATERING. ALL VINES SHALL BE REMOVED FROM STAKES, UNTIED, AND SECURELY FASTENED IN AN APPROVED MANNER TO THE WALL, FENCE OR OTHER SURFACE NEXT TO WHICH THEY ARE PLANTED. (REFER TO PLANTING DETAILS) 2. PREPARE A DEPRESSED WATER BASIN AS WIDE AS PLANT ROOT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX 3. GROUNDCOVER a. PITS FOR FLAT SIZED PLANTS TO BEAT LEAST 4' X 4' X 4', GROUND COVER AREAS SHALL BE MOISTENED PRIOR TO PLANTING. NO FLATTED LINER, OR POTTED PLANTS SHALL BE PLANTED IN DRY SOIL. b. SET PLANTS IN CENTER OF PITS SO THAT CROWN OF PLANT WILL BE LEVEL WITH FINISHED GRADE AFTER SETTLING OF SOIL, THEN BACKFILL, AND WATER. (REFER TO SPACING DETAIL) c. FLATTED PLANTS SHALL BE WELL ROOTED WITH RUNNERS AT LEAST 4' BUT NOT MORE THAN 6" IN LENGTH. C. TREES AND VINES OCCURRING IN LAWN 1. TREES AND VINES OCCURRING IN LAWN SHALL BE PLANTED BEFORE FINAL PREPARATION OF THOSE AREAS. 2. ALL TREES SHALL BE INSTALLED WITH BARK PROTECTION DEVICES AT THEIR CROWNS. (REFER TO PLANTING DETAIL) 3. LAWN AROUND TREES SHALL BE INSTALLED NO CLOSER TO THE TREE TRUNK THAN THE WIDTH OF THE ROOT BALL, AND SHALL BE MAINTAINED ATTHIS DISTANCE WITH MULCH BETWEEN TREE TRUNK AND GRASS. 3.07 TURF GRASS SOD A. ROLL SUB GRADE WHEN SOIL IS REASONABLY DRY, USING 125-POUND WATER BALLAST ROLLER. IF ROLLING WILL NOT FIRM THE SOD BED UNDERNEATH, IT SHALL BE PERMITTED TO SETTLE UNTIL THE OWNER'S REPRESENTATIVE DETERMINES A SATISFACTORY CONDITION HAS DEVELOPED. RE -RAKE OR SCARIFY ALL IRREGULARITIES AND CUT OR FILL AS REQUIRED TO ESTABLISH UNIFORM GRADE. ROLL AREA AGAIN TO OBTAIN A UNIFORM GRADE. AREAS TO BE PLANTED TO LAWN, SHALL BE FINISHED SMOOTH, SATISFACTORY TO THE OWNER'S REPRESENTATIVE BEFORE ANY SOD IS PLACED. APPLY STARTER FERTILIZER TO SOIL SURFACE PER SOD MANUFACTURER RECOMMENDATIONS. B. SOD IS TO BE FRESHLY CUT AND PLACED IN SECTIONS NOT SMALLER THAN ONE SQUARE FOOT. STAGGER THE JOINTS BETWEEN ROLLS. SIFT SOIL (USE SOIL WASTE THAT HAS FALLEN OFF SOD) INTO ALL JOINTS TO FILL ANY VOIDS CREATED. ROLL SOD WITH LIGHTLY WEIGHTED ROLLER AFTER COMPLETION OF ALL SODDING OPERATIONS. C. THE LAWN EDGES SHALL BE MAINTAINED IN A NEAT CONDITION UNTIL ACCEPTANCE OF THE WORK. D. SUFFICIENT MEASURES SHALL BE TAKEN TO THE CONTRACTOR TO ENSURE THE LAWNS AGAINST DAMAGE RESULTING FROM PEDESTRIAN TRAFFIC. IF ANY TYPE OF BARRIER IS USED, IT MUST MEET WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. ANY DAMAGE TO THE LAWNS SHALL BE REPAIRED BY THE CONTRACTOR BEFORE ACCEPTANCE WILL BE MADE. E. REPAIR: WHEN ANY PORTION OF THE SOD AREA BECOMES DISCOLORED, WATERLOGGED, OR OTHERWISE DAMAGED OR UNHEALTHY FOLLOWING SODDING WITHIN THE PERIOD OF CONTRACTOR'S RESPONSIBILITY, THE AFFECTED PORTION SHALL BE REPAIRED TO RE-ESTABLISH THE CONDITION AND GRADE OF THE SOIL PRIOR TO INSTALLATION AND SHALL THEN BE REPLANTED AS ORIGINALLY SPECIFIED AT NO COST TO THE OWNER. 3.08 TREE STAKING (SEE STAKING DETAILS) A. STAKES SHALL BE DRIVEN INTO THE GROUND IN SUCH AWAY AS TO MINIMIZE DAMAGE TO THE BALL OF THE TREE, AND SHALL BE PLACED SO THAT THE TREE WILL BLOW AWAY FROM THE STAKES, EXCEPT WHERE SUCH PLACEMENT WILL CAUSE DAMAGE BY PARKED CARS. B. FORM LOOPS AROUND TRUNK WITH TIES, AND SECURELY ATTACH TO STAKE(S) WITH NAILS OR SCREWS. ATTACH LOOSE ENOUGH SO THATTREE CAN SWAY SLIGHTLY IN THE WIND.(REFER TO DETAIL) PRUNING OF NURSERY STOCK SHALL NOT BE DONE PRIOR TO DELIVERY. PLANTS AND TREES SHALL ONLY BE PRUNED FOR HEALTH OR STRUCTURAL REASONS, INCLUDING THE NEED TO ELIMINATE DISEASED, DAMAGED, OR STRUCTURALLY UNSOUND GROWTH. PRUNING SHALL BE PERFORMED ACCORDING TO ANSI A300 OR INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS UNDER SUPERVISION OF A QUALIFIED ARBORIST APPROVED BY THE LANDSCAPE ARCHITECT. LEAVE OPEN WOUNDS TO AIR-DRY -DO NOT USE ANY FORM OF "TREE PAINT' OR WOUND SEALER. 3.10 MULCHING A. ALL PLANTING AREAS (EXCEPT TURF AREAS AND AS NOTED)SHALL BE MULCHED (TOP DRESSED) WITH A MINIMUM OF 3" DEPTH LAYER OF WOOD FIBER MATERIAL. REMOVE MULCH FALLING ON HARD -SURFACE AREAS. 3.11 CLEAN-UP A. DURING THE COURSE OF THE WORK AND AT ITS CONCLUSION, REMOVE SURFACE MATERIAL FROM THE SITE AND LEAVE THE PREMISES IN A NEAT AND CLEAN CONDITION. B. REMOVE ALL TAGS,LABELS, NURSERY STAKES AND TIES FROM ALL PLANTS. 3.12 PROTECTION CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIALS, FENCES, SUPPORTS, PUBLIC SAFETY, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER'S REPRESENTATIVE. 3.13 MAINTENANCE A. MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE CONTINUED SATISFACTORILY FOR A PERIOD OF 90 CALENDAR DAYS AFTER THE TIME ALL ITEMS OF WORK HAVE BEEN COMPLETED AS SPECIFIED HEREIN AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. B. DURING THE MAINTENANCE PERIOD SPECIFIED IN PARAGRAPH A ABOVE, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WATERED AT ALL TIMES; WEEDS SHALL BE REMOVED AND DISPOSED OF; BASINS AND DEPRESSIONS SHALL BE MAINTAINED AND CULTIVATED AND KEPT WELL FORMED AROUND TREES AND SHRUBS; PAPER AND DEBRIS SHALL BE REGULARLY REMOVED FROM PLANTERS; AND WATER SYSTEM SHALL BE MAINTAINED AND REPAIRED; RODENTS SHALL BE CONTROLLED; AND THE ENTIRE PROJECT SHALL BE SO CARED FOR THAT A NEAT AND CLEAN CONDITION IS PRESENTED AT ALL TIMES. KEEP WALKS AND CURBS SWEPT CLEAN. LEGALLY DISPOSE OF EXCESS MATERIALS INCLUDING PAPER AND DEBRIS IN PLANTED AREAS. C. MAINTAIN A SUFFICIENT NUMBER OF MEN AND ADEQUATE EQUIPMENT TO PERFORM THE MAINTENANCE WORK HEREIN SPECIFIED FROM THE TIME OF PLANTING UNTIL COMPLETION OF THE MAINTENANCE PERIOD AND ACCEPTANCE BY THE OWNER. D. AN APPLICATION OF MAINTENANCE FERTILIZER SHALL BE MADE TO ALL LANDSCAPE AREAS JUST PRIOR TO THE COMPLETION OF THE MAINTENANCE PERIOD ACCORDING TO THE RECOMMENDATIONS FOR THE REQUIRED SOILS LABORATORY REPORT. IF NO RECOMMENDATION IS PROVIDED, APPLY 16-68 COMMERCIAL FERTILIZER TO ALL AREAS PER MANUFACTURER SPECIFICATIONS. E. A WRITTEN NOTICE REQUESTING A PRE -MAINTENANCE INSPECTION SHALL BE RECEIVED BY THE OWNER'S REPRESENTATIVE AT LEAST 5 DAYS PRIOR TO COMPLETION OF THE PROJECT. F. AWRIT TEN NOTICE REQUESTING FINAL INSPECTION SHALL BE RECEIVED BY THE OWNER'S REPRESENTATIVE AT LEAST 5 DAYS PRIOR TO COMPLETION OF MAINTENANCE PERIOD. G. THE CONTRACTOR SHALL MAKE A PERIODIC INSPECTION OF PLANT MATERIALS UNTIL THE END OF THE GUARANTEE PLANT PERIOD. IF UNFAVORABLE CONDITIONS EXIST WHICH MIGHT BE HARMFUL TO THE GUARANTEED PLANT, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF THE CONDITION, OR HE MAY BE HELD RESPONSIBLE UNDER THE GUARANTEE. H. PRE -MAINTENANCE INSPECTION AND FINAL INSPECTIONS ARE TO BE HELD WITH THE UNDERSTANDING THAT THE PROJECT HAS BEEN REVIEWED BY THE PRINCIPALS OF THE RESPONSIBLE CONTRACTOR IN ADVANCE OF THE REVIEW BY THE OWNER'S REPRESENTATIVE ANDIOR OWNER. DISCREPANCIES NOTED DURING THIS ADVANCE REVIEW ARE TO BE CORRECTED BEFORE THE PROJECT RECEIVES THESE OFFICIAL INSPECTIONS. I THE LANDSCAPE CONTRACTOR SHALL REFER TO THE LANDSCAPE MAINTENANCE MANUAL FOR FURTHER MAINTENANCE REQUIREMENTS (IF APPLICABLE). PART 4-GUARA14TEES 4.01 GUARANTEE ALL SHRUBS AND GROUNDCOVER PLANTS SHALL BE GUARANTEED BY CONTRACTOR AS TO GROWTH AND HEALTH FOR PERIOD OF NINETY (90) CALENDAR DAYS AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. ALL TREES UP TO 24: BOX SIZE SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF TWELVE (12) MONTHS AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, ANDIOR FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE.TREES IN 24" BOXES OR LARGER, AND ALL FIELD GROWN SPECIMENS SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT MANNER FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 4.02 REPLACEMENT STOCK ALL REPLACEMENT STOCK SHALL BE SUBJECT TO THE SAME WARRANTY REQUIREMENTS AS THE ORIGINAL STOCK. ANY DAMAGE DUE TO REPLACEMENT OPERATIONS SHALL BE REPAIRED BY THE LANDSCAPE CONTRACTOR. AT THE END OF THE WARRANTY PERIOD, INSPECTIONS SHALL BE MADE JOINTLY BY THE TENANTS CONSTRUCTION REPRESENTATNE, DEVELOPER, TENANT AND LANDSCAPE CONTRACTOR. ALL PLANTS AND LAWN AREAS NOT IN A HEALTHY GROWING CONDITION SHALL BE REMOVED AND REPLACED WITH PLANTS AND GRASSES OF A LIKE KIND AND SIZE BEFORE THE CLOSE OF THE NEXT PLANTING SEASON. END OF SECTION SHEET L-3.2