Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
21-105280_11 Landscape Plan Set_03-15-2022-V2
0 w H m_ _ O 0f a- U0 U Z Q Z w Qf Q Z Q m Qf D w O z w U0 Z O U Z w H Qf H D O _ w U0 U z z w Qf co Z Qf D U0 z Q w Qf O LU w 0f w _ H w J F z Q w Qf Q w 0f w 0f w w _ H _ U _ Qf O w w U0 Q 0 z Q w F Ln J Q z C7 Qf O w _ O 0 w F U F w w m J J Q _ Ln U0 z C7 N Lu 0 0 z Q V z O Q U ILL w fl- V z g w Ln w _ w O z O Q U J m D CL 0 z Q w U0 D w _ H LANDSCAPE IMPROVEMENT PLANS FOR THE IC FEDERAL WAY, WA GENERAL NOTES 1. CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED. 2. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FEDERAL WAY, WASH INGTON. 3. THESE PLANS ARE BASED ON IMPROVEMENT PLANS BY ESM CONSULTING ENGINEERS DATED 12-17-21. 4. THE GEOTECHNICAL SOILS ENGINEERING REPORT BY (GEOTECH. SOILS ENG. CO. NAME) DATED (DATE) IS A PART OF THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 6. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 7. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION OF IRRIGATION SYSTEMS SHOWN ON THIS DRAWING. 8. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 9. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. 10. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 11. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 12. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. 13. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. LAYOUT AND INSTALLATION OF HARDSCAPE AND LANDSCAPE STRUCTURES IN RELATION TO DESIGN INTENT B. PLANT MATERIAL QUALITY AND INSTALLATION AT THE PROJECT SITE C. OBSERVATION TO ESTABLISH 90-DAY MAINTENANCE PERIOD (PRE -MAINTENANCE) D. FINAL OBSERVATION AT THE END OF THE 90-DAY MAINTENANCE PERIOD (FINAL) 14. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. 15. CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, FOOD AND LODGING COSTS, IF ANY, AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. 16. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON THE SITE; THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. NOTE: "LANDSCAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN DESIGNED BY THIS OFFICE. (:D rA S PAD F VICINITY MAP i PROJECT SITE CELEBRATION PARK THE COMMONS AT FEDERAL WAY SOUTH 324TH STREET LOCATION MAP PROJECT LOCATION AND LIMITS MACY' S u NORTH (NTS) PROJECT TEAM CLIENT MERLONE GEIER PARTNERS 4365 EXECUTIVE DR I SUITE 1400 SAN DIEGO, CA 92121 858.350.1977 CONTACT: GLENN GOODMAN GGOODMAN@MERLONEGEIER.COM LANDSCAPE ARCHITECT URBAN ARENA 11300 SORRENTO VALLEY RD. SUITE 230 SAN DIEGO , CA 92121 858.625.0112 CONTACT: SARAH ALLEN SARAH@URBANARENA.COM ARCHITECT MCG 15635 ALTON PARKWAY I SUITE 100 IRVINE, CA 92618 949.553.1117 CONTACT: CHRIS LEE CLEE@MCGARCHITECTURE.COM CIVIL ENGINEER ESM CONSULTING ENGINEERS 33400 8TH AVE S I SUITE 205 FEDERAL WAY, WA 98003 253.838.6113 CONTACT: LAURA BARTENHAGEN LAURA.BARTENHAGEN@ESMCIVIL..COM MEP ENGINEER ACIES ENGINEERING 400 N. MCCARTHY BLVD I SUITE 250 MILPITAS, CA 95035 408.522.5255 CONTACT: CHRISTIAN DALIMARTA CHRISTIAN@ACIES.COM SHEET INDEX SHEET DESCRIPTION L0.00 TITLE SHEET L1.01 CONSTRUCTION PLAN L1.11 CONSTRUCTION DETAILS AND SPECIFICATIONS L2.01 IRRIGATION PLAN L2.11 IRRIGATION DETAILS L2.21 IRRIGATION SPECIFICATIONS L3.00 TREE REMOVAL AND PROTECTION PLAN L3.01 PLANTING PLAN L3.02 PERIMETER LANDSCAPE TYPOLOGIES PLAN L3.11 PLANTING DETAILS L3.21 PLANTING SPECIFICATIONS NORTH u.O u dig. URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO.1316 EXPIRES ON: 1-20-23 W O W rWj V � W V) o N z LIJ ; Q Oz�U 5o ~ X W w z W I..L QW �' � z J U20-rRtoL V I z� OQ m 0 0 O Q 00 U LL] Q oN U W W C Q Q N� U o O W LL w Q 0:� 0— LP w 0- o o- REVISIONS 0 RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY AOMMUNITY DEVELOPMENT 0 0 0 A 0 0 SHEET TITLE TITLE SHEET SHEET NUMBER LO,000 DATE / TIME OF PLOT (PST): 3/10/2022 4:16 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_TITLE SHEET.dwg ° Cal I tefore 18 0 w H m_ _ O Of a- Ln U Z Q Z w Of Q Z Q m Of D W O z W U0 Z O U Z w H Of H D O _ W U0 U z z w Of Q Z m Of D U0 z Q w Of O LU w Of w _ H W J F z Q w Of Q w Of w Of w w _ U Of O W W U0 Q o_ r) Z Q W F Ln J Q z Of O w _ H O 0 w F U F U) w w m J J Q _ Ln U0 z C7 CN w 0 0 z Q V z O Q U LL U w o_ CN V Z g w Ln W W O z O Q U J m D CL 0 z Q W U0 w REFERENCE NOTES SCHEDULE CVAAPni nI Qr PIPTInNl 0 TRASH ENCLOSURE - SEE CIVIL/ ARCHITECT'S PLANS 0 ADA RAMP - SEE CIVIL ENGINEER'S PLANS SITE UTILITIES - SEE CIVIL ENGNEER'S PLANS ® TRASH RECEPTACLE - POE LITTER, SIDE OPENING, SURFACE MOUNT, POWDERCOAT COLOR: TITANIUM, AVAILABLE FROM LANDSCAPE FORMS F5 BIKE PARKING - EMERSON BIKE RACK, SURFACE MOUNT, POWDERCOAT COLOR: TITANIUM, AVAILABLE FROM LANDSCAPE FORMS - GC. TO PROVIDE ALTERNATE BID FOR SONANCE ONE LOOP BIKE RACK, BOLT DOWN, COLOR: MATTE BLACK AVAILABLE FROM KEYSTONE RIDGE DESIGNS © SHOVEL CUT HEADER AT TURF PAVING SCHEDULE SYMBOL DESCRIPTION DETAIL MATERIAL FINISH PATTERN COLOR P-101 PEDESTRIAN PAVING B/L1.11 P-102 ENHANCED PEDESTRIAN CONNECTION - FIELD P-103 ENHANCED PEDESTRIAN CONNECTION - BAND P-104 VEHICULAR RATED CONCRETE - SEE CIVIL ENGINEER'S PLANS CONSTRUCTION LEGEND %'� ALIGN E.Q. EQUAL P.A. PLANTING AREA MANUFACTURER CONCRETE TOP CAST #05 SCORE PER PLAN NATURAL GRAY ASPHALT STAMPED BASKET WEAVE CONTRASTING COLOR: OLIVE STREET PRINT 800.331.8118 ASPHALT STAMPED CONCRETE SOLDIER COURSE BEDROCK STREET PRINT 800.331.8118 R RADIUS CENTER LINE 1 "=10'-0"SCALE C.J. DOWELED CONSTRUCTION JOINT 1 1 1 URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO.1315 EXPIRES ON: 1-20-23 W O W rWj V � W N o N z N OzLU W ;< �o ~ z W L_L X W LU J 2 Q CL '0� co Z U Q V J z� OQ _j m 0 0 OQ 00 U W LL Q oN U W W 0 N� o = I— W LL � W 0 W L� 0 I..L I REVISIONS 0 0 RESUBMITTED Z� 3/16/2022 0 QCITY OF FEDERAL WAY AOMMUNITY DEVELOPMENT 0 0 0 0 0 0 0 0 SHEET TITLE CONSTRUCTION PLAN NORTH SHEET NUMBER L 1 • 0 1 DATE / TIME OF PLOT (PST): 3/10/2022 4:16 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_CONSTRUCTION PLAN.dwg 0 10 20 0 w H m_ O Of CL Ln U z Q z w Of Q z Q m Of D LL O z w U0 z O U z w Of D O w U0 U z z w Of Q z m Of D U0 z Q w Of O LU w Of w w J F_ 0 z Q 0 w Of Q w Of CL w Of w w S U Of O w w U0 Q 0 z Q w F_ U0 J Q z C7 Of O w O 0 w F_ U F_ U) w w m J J Q V) z C7 CN w 0 0 z Q V z O Q U LL U w CL CN V z g w w w O z O Q U J m D CL 0 z Q w V) D w LANDSCAPE CONSTRUCTION SPECIFICATIONS 3.2.6.3. REINFORCING: 3.2.6.3.1. SEE DETAILS AND THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER 1. SCOPE: AND/OR PROJECT STRUCTURAL ENGINEER. PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES, TRANSPORTATION AND ALL OTHER ITEMS 3.2.6.3.2. REBAR MUST BE PROPERLY BLOCKED OR CHAIRED TO ENSURE THAT REBAR IS CENTERED IN NECESSARY TO COMPLETE ALL CONSTRUCTION WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY URBAN ARENA. SLAB DURING CONSTRUCTION. NO MANUAL STABILIZATION OF STEEL DURING POUR SHALL BE THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. PERMITTED. 3.2.6.4. JOINTING: 2. GENERAL: 3.2.6.4.1. CONTRACTION JOINTS (CONTROL JOINTS, SAWCUT AND TOOLED JOINTS): 2.1. GENERAL CONDITIONS: 3.2.6.4.1.1. PLACE SAWCUT AND TOOLED CONTRACTION JOINTS IN LOCATIONS INDICATED Of 2.1.1. IT IS THE INTENT THAT ALL IMPROVEMENTS SHALL BE CONSTRUCTED, ASSEMBLED AND INSTALLED IN AN DRAWINGS. EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. 3.2.6.4.1.2. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCULAR SAW AFTER IMPROVEMENTS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR THEIR INTENDED USE SLAB HAS ATTAINED ITS INITIAL SET. AND/OR OPERATION BY THE OWNER. 3.2.6.4.1.3. SAWCUT JOINT WIDTH: PER DRAWINGS. DO NOT EXCEED 3/16 - INCH IN WIDTH. 2.1.2. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION, LIABILITY AND PROPERTY DAMAGE INSURANCE 3.2.6.4.1.4. DEPTH OF SAWCUTS AND TOOLED JOINTS: 1/4TH DEPTH OF SLAB TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY 3.2.6.4.1.4.1. DECORATIVE SAWCUT JOINTS: PER DRAWINGS. POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. 3.2.6.4.1.5. SAWCUT JOINTS IN A STRAIGHT LINE WITH NO OVERCUTTING 2.1.3. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED BY LOCAL GOVERNING 3.2.6.4.1.6. USE A HAND TOOL TO SAWCUT UP TO VERTICAL EDGES SUCH AS WALLS, STEPS, CODES AND MUNICIPALITIES TO COMPLETE THE WORK. CURBS, AND COLUMNS. DO NOT OVERCUT INTO VERTICAL SURFACES OR ADJACEN 2.1.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, CONCRETE. RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR 3.2.6.4.1.7. TOOLING TO BE DONE WHILE CONCRETE IS PLASTIC AND SHALL BE TRUE TO LINE UNMARKED. AND PROFILE. 2.1.5. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY 3.2.6.4.1.8. JOINTING TOOL: SHALL BE 2" WIDE AT SURFACE, TAPERED, WITH TOP EDGES PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. ROUNDED TO 1/4" RADIUS. 2.1.6. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR; THE CONTRACTOR SHALL VERIFY ALL 3.2.6.4.1.9. TOOL OF OTHERWISE FORM GROOVES IN HANDICAPPED RAMPS IN ACCORDANCE SITE CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE WITH DRAWINGS AND TITLE 24 REQUIREMENTS. CONSTRUCTION WORK. 3.2.6.4.2. CONSTRUCTION JOINTS (COLD JOINTS AND DOWLED CONSTRUCTION JOINTS): 2.1.7. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. ANY DISCREPANCIES 3.2.6.4.2.1. PLACE SAWCUT AND TOOLED CONSTRUCTION JOINTS IN LOCATIONS INDICATED If BETWEEN THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE DRAWINGS. SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE 3.2.6.4.2.2. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCULAR SAW AFTER AND LANDSCAPE ARCHITECT IMMEDIATELY. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF SLAB HAS ATTAINED ITS INITIAL SET. DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 3.2.6.4.2.3. SAWCUT JOINT WIDTH: PER DRAWINGS. DO NOT EXCEED 3/16 - INCH IN WIDTH. 2.1.8. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION ELEMENTS TO AVOID CONFLICTS WITH 3.2.6.4.2.4. SAWCUT AND TOOL JOINTS IN A STRAIGHT LINE WITH NO OVERCUTTING. GRADING, PLANTING, IRRIGATION, UTILITIES, OR ENGINEERING OR ARCHITECTURAL FEATURES THROUGH THE 3.2.6.4.2.5. USE A HAND TOOL TO SAWCUT UP TO VERTICAL SURFACES SUCH AS WALLS, STEPS, OWNER'S REPRESENTATIVE. CURBS AND COLUMNS. NO CUTTING INTO VERTICAL SURFACES WILL BE ALLOWED. 2.1.9. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS, ALL CONSTRUCTION 3.2.6.4.3. ISOLATION JOINTS: ELEMENTS AS DELINEATED ON THE PLANS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE 3.2.6.4.3.1. SHALL OCCUR BETWEEN VERTICAL AND HORIZONTAL SURFACES, SUCH AS WALLS, ARCHITECT. COLUMNS, STEPS, PIPE PENETRATIONS, POOL COPING, POOL BOND BEAMS, ETC. 2.1.10. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING 3.2.6.4.3.2. 1/2"-WIDE FOAM EXPANSION JOINT AND MASTIC SEALANT WITH CLEAN SILICA ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED SAND TO MATCH ADJACENT CONCRETE. MASTIC SEALANT SHALL BE PECORA IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. 'DYNATRED' NON -SAG, TRAFFIC -GRADE POLYURETHANE SEALANT OR APPROVED 2.1.11. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING EQUAL. SUBMITTAL: CONTRACTOR SHALL PROVIDE THREE (3) COLOR SAMPLES FOR CODE. COLOR MATCH TO ADJACENT CONCRETE TO LANDSCAPE ARCHITECT FOR REVIEW 2.2. PLANS: AND APPROVAL. 2.2.1. ALL CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE PLANS UNLESS OTHERWISE INDICATED 3.2.6.5. FINISHING: IN NOTES, DETAILS, LEGENDS AND SPECIFICATIONS. 3.2.6.5.1. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS REQUIRED BY THE 2.2.2. DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS OTHERWISE NOTED ON PLANS. DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 2.2.3. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 3.2.6.5.2. "SAND BLAST" FINISH: 2.2.4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE CONSTRUCTION "SAND BLAST" FINISH SHALL BE ACHIEVED THROUGH THE USE OF "TOP -CAST" GRADE 05 SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON THE PLANS. WATER BASED TOP -SURFACE RETARDER AS MANUFACTURED BY GCP APPLIED TECHNOLOGIES 2.2.5. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE ONLY FOR THE CONVENIENCE OF THE (GCPAT.COM). INSTALL "GRACE TOP -CAST" PER MANUFACTURER'S SPECIFICATIONS. "SAND CONTRACTOR. BLAST" TEXTURE SHALL BE CONSISTENT THROUGHOUT THE PROJECT ACROSS ALL CONCRETE POURS. 3. PAVING: 3.2.6.5.3. "RETARDER" FINISH: 3.1. GRADING: "RETARDER" FINISH SHALL BE ACHIEVED THROUGH THE USE OF "TOP -CAST" GRADE 50 WATER 3.1.1. CONTRACTOR SHALL VERIFY IN THE FIELD, THE EXTENT OF IMPORT OR EXPORT TO INSURE FINAL GRADES AND BASED TOP -SURFACE RETARDER AS MANUFACTURED BY GCP APPLIED TECHNOLOGIES NOTIFY OWNER OF ALL DISCREPANCIES WHICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WORK. (GCPAT.COM). INSTALL "GRACE TOP -CAST" PER MANUFACTURER'S SPECIFICATIONS. 3.1.2. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY "RETARDER" TEXTURE SHALL BE CONSISTENT THROUGHOUT THE PROJECT ACROSS ALL COMPACTED FILL PER THE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RE -COMPACTION, ETC., IS TO BE CONCRETE POURS. ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. 3.2.6.5.4. BROOM FINISH: 3.1.3. EXPORT SOIL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND CONTRACTOR'S IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAVE BEEN FORMED, EXPENSE. BROOM FINISH WITH MEDIUM STIFF BRISTLE BROOM. 3.1.4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADES. 3.1.5. CONTRACTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE AT THE FOLLOWING MINIMUM GRADIENTS 3.2.6.6. CURING: UNLESS OTHERWISE NOTED: 1% IN PAVED AREAS, 2% IN ALL PLANTED AREAS. 3.2.6.6.1. CURING METHOD SHALL BE PER CONTRACTOR BASED ON WEATHER CONDITIONS, CONCRETE 3.1.6. ALL SUBSURFACE DRAIN LINES INDICATED ON THESE PLANS SHALL HAVE A MINIMUM ONE-HALF OF ONE PERCENT TYPE, CONCRETE COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND SLOPE CONSTANT TO THE OUTLET. LANDSCAPE ARCHITECT (SEE "SUBMITTALS" SECTION ABOVE). CURING METHOD SELECTED BY 3.2. PORTLAND CEMENT CONCRETE PAVING: CONTRACTOR SHALL CONFORM TO APPLICABLE ASTM AND ACI SPECIFICATIONS FOR ALL RECOMMENDATIONS FOR CONCRETE SUB -BASE REQUIREMENTS, SUB -GRADE REQUIREMENTS, MIX DESIGN, CONCRETE CURING. COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. OF ALL PAVING ON GRADE GIVEN 3.2.6.6.2. ANY CONCRETE DEFECTS SUCH AS SHRINKAGE CRACKS, SPIDER CRACKS, AND CURLING THAT WITHIN THE PLANS AND SPECIFICATIONS BY URBAN ARENA ARE MINIMUM STANDARDS. CONTRACTOR SHALL VERIFY ARE CAUSED BY IMPROPER CURING ARE UNACCEPTABLE. DEFECTIVE CONCRETE SHALL BE SUB -BASE REQUIREMENTS, SUB -GRADE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION. REINFORCEMENT, ETC. WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT 3.2.6.7. SEALING: STRUCTURAL ENGINEER. WHEN RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT 3.2.6.7.1. SEALING MATERIAL SHALL BE PER CONTRACTOR BASED ON CONCRETE TYPE, CONCRETE STRUCTURAL ENGINEER DIFFER FROM THE REQUIREMENTS GIVEN WITHIN THE PLANS AND SPECIFICATIONS BY URBAN COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT ARENA, THE MORE STRINGENT RECOMMENDATIONS SHALL TAKE PRECEDENCE. (SEE "SUBMITTALS" SECTION ABOVE). 3.2.1. SUBMITTALS: 3.2.6.7.2. AN APPROVED SEALING MATERIAL FOR "ACID ETCH" "SAND BLAST", AND "RETARDER" 3.2.1.1. BECAUSE CONCRETE COLORS AND FINISHES MAY BE ALTERED BY MANY FACTORS INCLUDING CEMENT FINISHES IS SINAK HLQ-125. COLOR, SAND COLOR, SLUMP, FINISHING PRACTICES, AND CURING METHODS, THE CONTRACTOR SHALL 3.2.6.7.3. AN APPROVED SEALING MATERIAL FOR "BROOM FINISH", "SALT FINISH", AND "COLOR CAST TWO (2) SETS OF CONCRETE SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER (ONE HARDNER" FINISHES IS DAVIS W1000. PRELIMINARY SET OF SAMPLES AND ONE FINAL SET OF SAMPLES). SAMPLES SHALL BE CAST FOR EVERY 3.2.6.7.4. IF SEALING MATERIAL REQUIRES APPLICATION AFTER CONCRETE HAS CURED, IT IS THE CONCRETE FINISH INDICATED ON THE PLANS AND SHALL CONTAIN JOINT TYPES SPECIFIED ON THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY CLEAN THE CONCRETE PRIOR TO SEALING AFTE PROJECT, I.E. CONSTRUCTION, CONTRACTION (INCLUDING DECORATIVE SAWCUTS), AND ISOLATION. THE CONCRETE HAS CURED (APPROXIMATELY 28 DAYS). CONTRACTOR SHALL FIRST CAST ONE (1) PRELIMINARY SET OF SAMPLES WHICH SHALL BE 12" X 12" 3.2.6.8. FIELD QUALITY CONTROL: SQUARE. PRELIMINARY SAMPLES SHALL BE ACCOMPANIED BY 8-1/2 X 11 DOCUMENTATION INDICATING 3.2.6.8.1. INSPECTION: REQUEST REVIEW BY OWNER'S REPRESENTATIVE OF EACH OF THE FOLLOWING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICABLE), CURING METHOD, AND SEALERS ITEMS PRIOR TO CONTINUING WITH THE WORK: THAT ARE TO BE USED BY THE CONTRACTOR. AFTER THE PRELIMINARY SAMPLES AND DOCUMENTATION --LAYOUT HAVE RECEIVED APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL CAST --FORMING (1) SET OF 6' X 6' X REQUIRED THICKNESS SQUARE FINAL SAMPLES. BOTH PRELIMINARY AND FINAL --SUB-GRADE PREPARATION AND REINFORCING STEEL INSTALLATION. SAMPLES SHALL BE CAST USING THE EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION --CONCRETE FINISHING. TECHNIQUES INCLUDING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICABLE), 3.2.6.9. IRREGULAR OR DAMAGED CONCRETE: CURING METHODS, SEALERS, ETC. SAMPLES SHALL BE CAST AT A LOCATION DESIGNATED BY OWNER'S 3.2.6.9.1. REMOVE CONCRETE PAVING WHICH IS IRREGULAR OR DAMAGED (NOT TRUE TO LINE AND REPRESENTATIVE. APPROVED SAMPLES SHALL BE LEFT IN PLACE IF APPROVED BY THE OWNER'S PLANE, NOT PROPERLY FINISHED, NOT PITCHED TO DRAIN, CRACKED, HONEYCOMBED, REPRESENTATIVE. CONTRACTOR SHALL PROTECT SAMPLES FROM DAMAGE OR LOSS. APPROVED FINAL SPALLED, CONTAINS ROCK POCKETS, ETC.). SUCH WORK SHALL BE REMOVED AND REPLACED SAMPLES WILL BE THE STANDARDS FOR CONCRETE WORK. TO THE REQUIREMENTS OF THIS SECTION AND PROVIDES A UNIFORM QUALITY AND 3.2.1.2. STATEMENT OF MIX DESIGN: SUBMIT (1) COPY OF STATE OF MIX DESIGN PREPARED BY BATCH PLANT APPEARANCE. SERVICING PROJECT FOR EACH LOAD DELIVERED TO PROJECT. STATEMENT OF MIX DESIGN TO CONTAIN 3.2.6.10. PROTECTION: FOLLOWING INFORMATION: 3.2.6.10.1. PREVENT TRAFFIC ON SURFACES OF CONCRETE PAVING FOR A PERIOD OF 7 DAYS. PROVIDE, 3.2.1.2.1. NAME, ADDRESS AND TELEPHONE NUMBER OF BATCH PLANT PREPARING STATEMENT OF MIX MAINTAIN AND REMOVE BARRICADES AS REQUIRED. DESIGN. 3.2.1.2.2. DATE OF MIX DESIGN. 4. GUARANTEE: 3.2.1.2.3. PROJECT LOCATION. ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING 3.2.1.2.4. CONTRACTOR REQUESTING LOAD DELIVERY. SETTLING OF GRADED AREAS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (COMPLETION) BY 3.2.1.2.5. MIX DESIGN NUMBER. OWNER. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL 3.2.1.2.6. INTEGRAL COLOR USED. INSPECTION. 3.2.1.2.7. GRADATIONS FOR SAND AND AGGREGATE. 3.2.1.2.8. MATERIAL WEIGHTS, SPECIFIC GRAVITY, AND ABSOLUTE VOLUMES. 3.2.1.2.9. BASIS OF TESTING, I.E. UBC 2605 D4 AND TITLE 24 2604 D4. 3.2.1.2.10. WATER/CEMENT RATIO. 3.2.1.2.11. PSI RATING. 3.2.1.2.12. SIGNATURE OF TESTING LABORATORY MANAGER. 3.2.1.2.13. SIGNED STAMP FROM REGISTERED PROJECT STRUCTURAL ENGINEER OR ARCHITECT. 3.2.2. TESTING: 3.2.2.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT FLATWORK COMPLIES WITH APPLICABLE CODES AND REGULATIONS OF MINIMUM WET AND DRY SLIP COEFFICIENT STANDARDS OF SAFETY FOR GOVERNMENTAL AGENCIES HAVING JURISDICTION. BOTH SAMPLES AND FINISHED FLATWORK SHALL BE TESTED. 3.2.2.2. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE UPON REQUEST. 3.2.3. QUALITY ASSURANCE: 3.2.3.1. IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICES. WHERE THESE REQUIREMENTS CONFLICT WITH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS. 3.2.3.2. PROPORTION AND MIX OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH IN ACCORDANCE WITH CURRENT EDITION OF ACI MANUAL OF CONCRETE PRACTICE AND PCA "DESIGN AND CONTROL OF CONCRETE MIXTURES." 3.2.3.3. SLUMP: 3.2.3.3.1. MAXIMUM: 5 - INCHES. 3.2.3.3.2. MINIMUM: 3 - INCHES. 3.2.3.4. MINIMUM PSI RATING AT 28 DAYS: 3,000. 3.2.3.5. CEMENT QUANTITY PER YARD OF MIX: 3.2.3.5.1. MINIMUM: 6 SACK. 3.2.3.5.2. MAXIMUM: 8 SACK. 3.2.3.6. WATER/CEMENT RATIO: 0.45 - 0.55 (FINAL RATION PER GEOTECHNICAL SOILS REPORT). 3.2.3.7. FINE AGGREGATE (WASHED CONCRETE SAND): 50% MAXIMUM BY WEIGHT. 3.2.3.8. NO. 4 AGGREGATE (3/8" AGGREGATE): 15% MINIMUM TO 27% MAXIMUM BY WEIGHT. 3.2.3.9. NO 3. AGGREGATE (1 " AGGREGATE): 25% MINIMUM TO 40% MAXIMUM BY WEIGHT. 3.2.3.10. THE USE OF FLYASH WITHIN CONCRETE PAVING IS NOT PERMITTED. 3.2.3.11. ENSURE THAT BATCH PLANT GUARANTEES SINGLE SOURCE ("SOLE SOURCE") SUPPLY FOR CEMENT, FINE AGGREGATE, AND COARSE AGGREGATES FOR THE ENTIRE LENGTH OF PROJECT TO ENSURE UNIFORM COLOR THROUGHOUT. 3.2.3.12. CONCRETE DELIVERY: DO NOT USE CONCRETE LOADS EXCEEDING 90 MINUTES FROM TIME OF BATCHING. 3.2.3.13. SUBGRADES SHALL CONSIST OF SEMI -PERMEABLE NON -EXPANSIVE SOILS COMPACTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL SOILS REPORT AND SHALL BE GRADED TO A LEVEL PLANE PARALLEL WITH THE FINISH SURFACE. 3.2.4. REVIEW OF SITE CONDITION: 3.2.4.1. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORILY CONDITIONS ARE CORRECTED. 3.2.4.2. NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF PLACING CONCRETE. EXCAVATIONS, FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS SHALL HAVE BEEN INSPECTED AND APPROVED BEFORE ANY CONCRETE IS PLACED. 3.2.5. PREPARATION: 3.2.5.1. COORDINATE THE WORK OF THIS SECTION WITH RELATED WORK. ALL CONDUITS AND PIPES MUST BE BURIED A MINIMUM OF 6" BELOW SUBGRADE SURFACE AND PROPERLY RE -COMPACTED WITH NON -EXPANSIVE SOILS. DO NOT PLACE ANY CONDUITS OR PIPES WITHIN THE CONCRETE PAVING. 3.2.6. INSTALLATION: 3.2.6.1. GENERAL: 3.2.6.1.1. ALL CONCRETE SHALL BE FREE FROM DEFECTS, AND SHALL CONFORM TO THE SHAPES, DIMENSIONS AND FINISH GRADE ELEVATIONS AS INDICATED ON THE PLANS. DEFECTIVE CONCRETE SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THEIR EXPENSE. 3.2.6.1.2. ALL EXPOSED SURFACES SHALL BE FREE FROM JOINT AND POUR LINES AND SHALL HAVE A UNIFORM TEXTURE. ALL CONCRETE SHALL CONFORM TO THE TEXTURES AND FINISHES AS CALLED FOR IN THE PLANS OR AS APPROVED DURING THE CONCRETE SUBMITTAL PERIOD (SEE 'SUBMITTALS' SECTION ABOVE). 3.2.6.1.3. WHEN CURING COMPOUNDS ARE USED, ADJACENT SURFACES SHALL BE PROTECTED BY CONTRACTOR FROM OVERSPRAY. 3.2.6.1.4. ALL WALKS SHALL DRAIN AT A MINIMUM OF 1 % CROSSFALL, OR AS NOTED ON THE PLANS. 3.2.6.1.5. CONCRETE PADS IN FRONT OF BUILDING ENTRY SHALL BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO A POINT 60" OUT FROM THE FACE OF THE BUILDING PER TITLE 24 CALIFORNIA STATE HANDICAPPED CODE. 3.2.6.1.6. CROSS PITCH ON ALL WALKING SURFACES SHALL NOT EXCEED 2%. 3.2.6.1.7. VERIFY SHAPE, HEIGHT AND LOCATION OF EXISTING STOOPS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 3.2.6.1.8. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FORMING PRIOR TO POURING OF CONCRETE. 3.2.6.1.9. ENSURE THAT FORM LUMBER IS NEW #2 OR BETTER GRADE WOOD ON ALL UPGRADED OR ENHANCED CONCRETE APPLICATIONS. PREVIOUSLY USED FORM LUMBER SHALL NOT BE USED. 3.2.6.2. CONVEYING: 3.2.6.2.1. WITH EACH LOAD, PROVIDE TICKET CERTIFYING THE MATERIALS AND QUANTITIES AS WELL AS COMPLIANCE WITH THE APPROVED MIX DESIGN. VERTICAL SURFACE (BLDG, CURB, STEP RISER, EQUIPMENT FOUNDATION, ETC.) 2❑ 1/4" POLYSTYRENE FOAM - SET 1 " BELOW FINISH SURFACE AND FILL WITH ELASTOMERIC JOINT SEALANT. COLOR TO MATCH ADJACENT CONCRETE COLOR ] PAVING - SEE CONCRETE PAVING DETAIL A I CONCRETE ISOLATION JOINT 1/2" DIAMETER X 24" LENGTH REBAR DOWEL - ENCASE 50% OF DOWEL IN "SPEED DOWEL" SLEEVE. 2❑ REINFORCEMENT - SEE DETAILS BY ARCHITECT AND CIVIL ENGINEER 31 1/8" RADIUS TOOLED JOINT - DEPTH TO BE 1/4 OVERALL DEPTH OF CONCRETE, WIDTH TO BE 3/16" MAX. 41 "SPEED DOWEL" SLEEVE @ 24" O.C. CENTERED IN SLAB 5❑ CONCRETE PAVING © GRADED SUB -BASE IF REQUIRED - REFER TO PLANS BY CIVIL ENGINEER FOR MATERIAL, DEPTH, AND COMPACTION RECOMMENDATIONS ❑� COMPACTED SUB GRADE - SEE PLANS BY CIVIL ENGINEER FOR RECOMMENDATIONS ® DEPTH VARIES - SEE PLANS BY CIVIL ENGINEER B I TOOLED CONCRETE JOINTS ° P 1 1 /2" = 1'*' CONSTRUCTION JOINT CONTRACTION JOINT 1" 1'-0" URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT 0 F_ N p_e LICENSE NO.1315 EXPIRES ON: 1-20-23 W o W w V � W N o N N o, z W ;U OzLU X w w z W w Q � ,o p z U CL CIZ10 N Q z� OQ _j m 0 0 OQ�/ 00 U L_L_ W LL Q oN y W LLJ 0 N� 0 0 O = W LL � w OL o w 0 10 REVISIONS 0 0 RESUBMITTED Z� 3/16/2022 QCITY OF AOMMUNITY 0 0 0 0 0 0 0 FEDERAL WAY DEVELOPMENT SHEET TITLE CONSTRUCTION DETAILS AND SPECIFICATIONS SHEET NUMBER L 1 • 11 DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_CONSTRUCTION DETAILS.dwg (!) Z O I_ N Lu ftf (!) w _ LL O w U Z Q IL w U U Q U) w D z O U U Q Z O U J Q D V) 0 w m_ _ O m U Z Q Z w Of Q Z m Of D LL O Z w L-0 Z O U Z w Of D O _ w V) U z Q Z w Of Q z m Of D _ V) Z a w Of O w Of w _ w J 0 Z Q 0 w Of Q w Of IL Of w w _ _ U_ O LL w L-0 Q _ IL 0 Z Q w J Q z C7 it O w _ O 0 w U iY I— w w m J J Q _ (N N Z w 0 r) Z Q N Z O Q U LL U w m U) V Z g w (N w _ LL O Z O Q U J m D IL 0 Z Q w V) w D D D- FO FO — FO FO — ■P P— P P — PFPO-, MAINLINE NOTE: CONTRACTOR TO LOCATE EXISTING MAINLINE AND SPARE CONTROL WIRES TO CONNECT TO FOR NEW IRRIGATION IMPROVEMENTS. D— S 320TH STREET .0 I = •�1.'JJ 32.7 Al 1%" CONNECTION TO EXISTING IRRIGATION SYSTEM NOTES THE PURPOSE OF THIS IRRIGATION PLAN SET IS TO ADD FULLY AUTOMATIC IRRIGATION FOR NEW PLANTING BEDS AT BUILDINGS TO THE EXISTING IRRIGATION SYSTEM. THIS IRRIGATION PLAN WAS PREPARED WITHOUT THE BENEFIT OF ANY EXISTING "AS -BUILT" DRAWINGS. IRRIGATION CONTRACTOR TO VERIFY OPERATION OF EXISTING IRRIGATION SYSTEM AND VERIFY ITS CONDITION. PRIOR TO COMMENCEMENT OF WORK ON IRRIGATION PROPOSED IN THESE PLANS. CONTRACTOR TO COORDINATE WITH OWNER AND DEVELOP A PLAN OF ACTION IN ADDRESSING ANY WORK THAT MAY BE NEEDED IN KEEPING EXISTING SYSTEM OPERATIONAL. THIS MAY REQUIRE IRRIGATION CONTRACTOR TO DEVELOP A SET OF "AS-BUILTS" FOR OWNERS REVIEW. WITH AVAILABLE INFORMATION PROVIDED BY THE ARCHITECT, IT IS ANTICIPATED THAT THE EXISTING IRRIGATION SYSTEM CAN BE CONNECTED TO FOR USE FOR NEW IRRIGATION HEADS. THESE IRRIGATION VALVES SHALL BE CONNECTED TO THE EXISTING MAINLINE OR PROPOSED MAINLINE AS SHOWN ON PLAN. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE IF THEY DISCOVER THAT REPLACEMENT OF ANY EXISTING IRRIGATION COMPONENTS WILL BE NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. EXISTING IRRIGATION SYSTEM TO BE CHECKED FOR LEAKS AND FUNCTIONALITY. COMPONENTS THAT ARE NOT FUNCTIONAL TO BE REPLACED WITH LIKE COMPONENTS. EXISTING IRRIGATION EQUIPMENT THAT IS NOT FUNCTIONAL AND WILL NOT BE REUSED SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF FBI �— — FO- 3 4 6 /4 4 1 1� 6 6 6 P� FO ,12� 12 0 P P— P n 0 6 6 6 2 6 6 W W 2 y u 1 " 12 /4 " ■ W 3/4 A3 15.0 12 6 W W 1" W W6 12 W A2 5.79 � W 8.21 A5 12 6 1 1 II 1�2 i1 W W ■ 1�4" 23.1 A6 12 W 12 6 111 �4„ .� �. 12 W W W 1 1Y2 10 12 10 i 1 ' 12 W 1 1 W W 1 1 12 W 1 1 i 1 PAD F�! ' 12 10W W W W W10 i 1 I W 3/4 - W 3/4 11 1 1 1 2 1 Ill Y41 W W 1 11 3�4 „ 10 v 1 71497 1 W W W ■ 1y411 W �4 " 1 11 3411 ■ �/4 " 1 Y411 �4 ° 12 1 I 10 1 29.6 A7 3/411 y 12 1 1 11 I 1 I , 1 16.7 A8 12 10 1 1 1 _ 12 --I------------�- -------- I 7.54 A9 ' 12 Al2 7.36 12 W W I ' 12 W W 10 Al 1 4.40 - 1 11 I W W y I 6 A10 14.1 12 6 y �/411 1" y ■ P W 6 12 12 12 ■ ■ 6 1/211 3/q " 00000000000 6 v v 12 /4 12 O O O .0.0. 12 000000000oo *6. I I o00 000 3/4 000 o00 � i IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY ® © ® 0 RAIN BIRD 1806-SAM-PRS VAN SERIES NOZZLES ADJ 4 6 8 10 TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER 2 5 �8 SEAL. 112" NPT FEMALE THREADED INLET. WITHATIC 86 1-2 XCHECK VALVE, AND PRESSURE REGULATING. ED ANGLE NOZZLE ON NON ARC SPRAY. ® © ® 0 RAIN BIRD 1812-SAM-PRS VAN SERIES NOZZLES ADJ 4 s 8 10 SHRUB SPRAY 12" POP-UP SPRINKLER WITH CO -MOLDED WIPER 12 15 18 SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC 82 12 15 18 CHECK VALVE, AND PRESSURE REGULATING DEVICE. FIXED ANGLE NOZZLE ON NON ARC SPRAY. ® © ® 10 RAIN BIRD 1800-PA-80 VAN SERIES NOZZLES ADJ 4 s 8 10 SHRUB SPRAY ON FIXED RISER WITH THE PA-8S PLASTIC SHRUB 10 12 15 18 ADAPTER. USE WITH 1/2" FPT BUBBLER OR SPRAY NOZZLE. FIXED ANGLE NOZZLE ON NON ARC SPRAY. RAIN BIRD 1812-SAM-PCS STRIP NOZZLES 15CST-040 15CST 15LCS 15SST SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH CO -MOLDED 11 15EST 15RCS 9SST WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE AND PCS SCREENS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY URBAN 30 ARENA 30 RAIN BIRD PESB O 1 " 1-1/2" 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH 12 SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. RAIN BIRD 33-DLRC 3/4" BRASS QUICK -COUPLING VALVE, WITH 4 CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. MATCO-NORCA 770T 8 PVC WHITE BALL VALVE FOR SCH 40 AND SCH 80 PIPE, 1 THREADED ENDS COMPLY WITH ASTM F1498, WITH "T" HANDLE, SAME SIZE AS MAINLINE. 1/2" - 4". IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,616 L.F IRRIGATION MAINLINE: 1.5" PVC CLASS 315 SDR 13.5 235.9 L.F. IRRIGATION MAINLINE: EXISTING MAINLINE PIPE SLEEVE: PVC SCHEDULE 40 155.7 L.F. Valve Callout Valve Number # # = Valve Flow #" Valve Size GENERAL IRRIGATION NOTES A. ALL IMPROVEMENTS SHALL COMPLY WITH THE STANDARD UNIFORM BUILDING CODE. B. THIS IRRIGATION DESIGN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHOWN WITHIN PAVED OR BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN SHRUB AREAS WHEREVER POSSIBLE. C. MATERIAL COUNTS ARE APPROXIMATIONS AND SHOULD NOT BE TAKEN TO BE AN EXACT AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL QUANTITIES. D. IRRIGATION CONTROL VALVES SHALL BE INSTALLED TOGETHER IN VALVE MANIFOLDS AS MUCH AS POSSIBLE. CONTRACTOR SHALL INSTALL ONE (1) SHUT-OFF BALL VALVE PER VALVE MANIFOLD. E. ONE (1) SHUT-OFF BALL VALVE SHALL BE INSTALLED PRIOR TO ANY STREET CROSSINGS. F. CONTRACTOR SHALL INSTALL ADDITIONAL INLINE CHECK VALVES AS NEEDED. G. IT IS CONTRACTOR'S RESPONSIBILITY TO KEEP THE EXISTING IRRIGATION SYSTEM IN OPERABLE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. THE SCOPE OF RESTORING AND REPAIRING OF EXISTING SYSTEM SHALL INCLUDE, BUT NOT LIMITED TO CAPPING -OFF LATERAL END LINES AND MAINLINES, REROUTING MAINLINE AND CONTROL WIRES, AND RELOCATING VALVES OR REPLACING PER EXISTING STANDARDS. PRESSURE AND FLOW NOTE ASSUME WATER PRESSURE TO BE 50.0 PSI AND FLOW TO BE 19.9 GPM. CONTRACTOR SHALL VERIFY BEFORE ANY INSTALLATION. IF LESS THAN DESIGN INTENT, CALL LANDSCAPE ARCHITECT FOR DIRECTION. DRIPLINE SUPPLY/EXHAUST HEADER SIZING ZONE FLOW (GPM) HEADER SIZE 0-5.0 3/4" PVC PIPE OR DRIPLINE TUBING 5.1-8.0 3/4" PVC PIPE OR RAIN BIRD QF-HEADER 8.1-13.0 1" PVC PIPE OR RAIN BIRD QF-HEADER 13.1-22.0 1-1/4" PVC PIPE 22.1-30.0 1-1/2" PVC PIPE SLEEVE CHART FOR IRRIGATION PIPE PIPE SCH. 40/80 PVC SLEEVE SIZE CONTROLLER WIRES SCH. 40/80 PVC SLEEVE SIZE 3/4" 2" 1-18 2" 1" 2" 19-24 2-1/2" 1-1/4" 2-1/2" 25-36 3" 1-1/2" 3" 37-48 4" 2" 4" 49-72 6" 2-1/2" 6" 73-90 6" 3" 6" 91-110 6" IRRIGATION PIPE SIZING CHART (GPM @ 5' FT/SEC) PIPE SIZE PVC CL 200 PVC CL 315 PVC SCH 40 COPPER TYPE 'K' 3/411 10 9 8 6 1" 16 14 12 12 1-1 /4" 26 24 22 18 1-1 /2" 35 30 30 26 2" 55 50 50 45 2-1/2" 80 70 70 70 CONTRACTOR SHALL SIZE ALL LATERAL PIPE ACCORDING TO THIS SIZING LEGEND. OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO.1315 EXPIRES ON: 1-20-23 W O W w � V W N oN N z C>` 0z� W ;U � LLJ O Z W LL. X LL]Q w Q ^^ CL U')w_ -0Z U U , (j) I— z� OQ 2 �: J co O O Q 00 U W LL Q oN U W LLI Q J Q N� U O O W LL LU w 0— LL W 0 F o o_ IL REVISIONS 0 0 0 RESUBMITTED 3/16/2022 A CITY OF FEDERAL WAY ,�ROMMUNITY DEVELOPMENT 0 A 0 0 0 0 0 0 0 A A A SHEET TITLE IRRIGATION PLAN DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: SA2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_IRRIGATION PLAN.dwg 1 "=10'-0"SCALE NORTH 0 10 20 SHEET NUMBER z O U it U) w Uf w w LL O w U z Q m w U U V) w f— Z) z O U U Q z O U J Q N 0 w m_ _ O m N U Z z w Q z Q m LL O z w (N z O U z w O w (N U z d z w Q z Q m (N z Q w O w w w J f- 0 z Q 0 w Q w m w w w f— U O 1 w (N Q IL Z Q W f- N J Q z C7 Of O w f- 0 0 w U Of N W Of w m J J Q UO z (!) W 0 Z Q N Z O f- U LL U w m V) V z g IL w LL O z O Q U J m D IL 0 z Q w (N Z) w � HARDSCAPE ❑ CLEAN BACKFILL - 90% COMPACTION REQUIRED ❑ UNDISTURBED NATIVE SOIL SUBGRADE ❑ ROUND VALVE BOX 2 ❑ CLEAN BACKFILL - 90% COMPACTION 2 ❑ NON -PRESSURE LATERAL LINE ❑2 FINISH GRADE 2❑ FINISH GRADE REQUIRED 31 CLEAN SAND 0 CONTROL WIRES ❑3 ROUND VALVE BOX s❑ UNDISTURBED NATIVE SOIL SUBGRADE a❑ NON -PRESSURE LATERAL LINE SLEEVE ❑a PRESSURE SUPPLY LINE 4❑ BALL VALVE a❑ QUICK COUPLER VALVE ❑s UNDISTURBED NATIVE SOIL SUBGRADE ❑s SCHEDULE 80 PVC NIPPLE (IF THREADED) s❑ GRAVEL SUMP F5_1 CONTROL WIRE SLEEVE 1 © PRESSURE SUPPLY LINE SLEEVE ElFINISH GRADE © SCHEDULE 40 PVC 45 ELL FITTING 1 © (2) TWO COMMON RED BRICK 2 ❑� ° UNDISTURBED NATIVE SOIL SUBGRADE < ' ":.'° <:^: Q a .d ❑� 3" DETECTABLE LOCATOR TAPE ❑� 2 PVC MAINLINE PIPE ❑ BRASS NIPPLE LENGTH AS REQUIRED) (TYP. ( ) ... d..a. .a d<• .a < 3 ® 3" DETECTABLE LOCATOR TAPE 1 ® GRAVEL SUMP ® BRASS COUPLING 3 g 9 ❑ 4 TWO (2) COMMON RED BRICK ❑9 BRASS ELBOW 6 5 4 2 �o WATER TYPE I.D. TAG to ONE CUBIC FOOT OF CONCRETE 1 6 5 5 >> SCHEDULE 80 PVC NIPPLE 2 7 b b 12 SCHEDULE 40 PVC MAINLINE FITTING 7 7 4IL • HM W 0 �O °o ° odi°�"d� °ocAoo°ow°oo 8 4 3 .. o Q 9 7 7 ® 8 5 8 ................... — 10Milli 9 O NOTES 3 10 NOTES A. PIG TAIL & LOOP CONTROL WIRE AT ALL 900 NOTES 1 1 CHANGES IN DIRECTION. A. TEFLON TAPE ALL THREADS. NOTES A. ALL SLEEVES SHALL BE PVC SCHEDULE 40 OR GREATER. B. LOCATOR TAPE SHALL BE LOCATED 6" ABOVE THE B. LEAVE 2" OF AIR SPACE BETWEEN BALL VALVE A. ALL BRASS SHALL BE RED BRASS. 12 B. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE AT BOTH ENDS. ENTIRE MAINLINE RUN. AND GRAVEL SUMP. B. TEFLON TAPE ALL THREADS. C. INSTALL SLEEVES UNDER HARDSCAPE. C. CONTROL WIRES SHALL BE BUNDLED & TAPED EVERY C. INSTALL ONE BALL VALVE PER VALVE MANIFOLD. C. BRAND VALVE BOX WITH THE LETTERS "QC". D. ALL SLEEVES SHALL BE SIZED TWICE THE DIAMETER OF THE CARRIER PIPE. 12" O.C. AND INSTALLED ADJACENT TO PRESSURE D. INSTALL ONE BALL VALVE PRIOR TO EVERY D. CONCRETE SHALL ALLOW THREADED ENDS ON E. LOCATOR TAPE SHALL BE INSTALLED 6" ABOVE THE ENTIRE MAINLINE RUN. SUPPLY LINE. STREET CROSSING. BRASS NIPPLES TO BE EXPOSED. D SLEEVES 1"-1'0' C TRENCHING 1"-1'0" B BALL VALVE 1'-1' P-21-091-02-08 _0" — 11 E SPRAY NOZZLE SPRAY NOZZLE ❑ STRIP BOTH WIRES. TWIST STRAND AROUND HALF THE❑ FINISH GRADE LENGTH OF THE RIGID STRAND. 2❑ PLASTIC SHRUB ADAPTER ❑2 b" POP-UP SPRINKLER RISER 2❑ SCHEDULE 40 PVC ELBOW FITTING 1 Q STEP 2: FOLD THE OTHER HALF OF THE RIGID STRAND (SLIP x SLIP) s❑ CHECK VALVE (IF REQUIRED) - (SEE 0 POP-UP SPRINKLER BODY WITH OVER THE TWISTED STRAND AS SHOWN. 2 IRRIGATION SPECS.) INTERNAL CHECK VALVE 9 ❑3 STEP 3: INSERT THE TWISTED SPLICE INTO THE ❑3 VALVE I.D TAG a❑ STAINLESS STEEL CLAMP (2 TOTAL) 1 ❑a FINISH GRADE 1 ELECTRICAL SPRING CONNECTION AND TWIST OVER n _ Q REMOTE CONTROL VALVE 3 WIRE STRANDS IN A CLOCKWISE DIRECTION. 5❑ #4 REBAR x 36" 2 ❑s SWING PIPE - 12" MINIMUM a❑ STEP 4: INSERT THE CONNECTOR INTO THE GEL -FILLED 5 ❑ 4 CONTROL WIRES WITH WATERPROOF —_ © SCH 80 RISER THREADED BOTH ENDS. LENGTH © FUNNY PIPE ELL FITTING 2 DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING WIRE CONNECTORS =III=III=III= AS REQUIRED 3 ❑� SCHEDULE 40 PVC FITTING 3 FINGERS TO SECURE CONNECTOR INSIDE TUBE. © 1=III=III=III UNDISTURBED NATIVE SOIL 5 = — — — III=III=III=1 =III=III=III= ❑� MARLEX STREET ELL lm� STEP 5: POSITION ALL WIRES THROUGH THE 2 SUBGRADE 1=III=III=11 III -III -I II I Ell I I=1 I MI ® PVC LATERAL LINE 4 24" MIN DEDICATED INSULATOR CHANNELS AND SNAP 0--+�111-I III=III=III= a 90 DEGREE ELL 4 INSULATOR TUBE COVER CLOSED. ❑� SCHEDULE 80 PVC UNION III—III=III I=1 I=1 11= I—III—III=1 I I 1=1 11=1 11= ❑9 HARDSCAPE (SLIP x SLIP) 7 1=III=III III —III —I II —III —III= ❑9 6" SCH 80 PVC NIPPLE THREADED BOTH ENDS 5 to UNDISTURBED NATIVE SOIL ® = I _ _ PVC LATERAL PIPE 8 III -III -I II . <: :- r n _ — =111=111= 11111111111� 00000000000000o �o PVC SCH 80 TEE OR ELL SUBGRADE :. I ' I 1=III—II III —III= 9 ❑ VALVE BOX -III—III I —III —I >> PVC LATERAL LINE LOCKING ❑ SCHEDULE 40 PVC MALE =11 _ I 1=1 I I= 12 FINISH GRADE FINGERS ADAPTER (THREAD x SLIP) (TYP.) �� >> PEA GRAVEL SUMP 10 5 6 E2 PVC MAINLINE FITTINGS 12 10 7 TUBE COVER is PVC MAINLINE PIPE 11 a FOUR COMMON RED BRICK 8 (4) 12 7 8 _... NOTES 9 NOTES: A. TEFLON TAPE ALL THREADS. NO TEFLON PASTE OR PIPE 14 11 A. CONTRACTOR SHALL USE WATERPROOF WIRE DOPE SHALL BE USED. NOTES: CONNECTORS ONLY. B. PROVIDE 24" OF EXPANSION WIRE AT EACH WIRE NOTE: B. ALL ELECTRICAL WORK MUST BE IN CONNECTION IN VALVE BOX. A. TEFLON TAPE ALL THREADS. ACCORDANCE WITH THE NATIONAL ELECTRIC C. IF REQUIRED, INSTALL 2-WIRE DECODER PER DECODER A. TEFLON TAPE ALL THREADS. B. SPRAY HEADS SHALL BE A MINIMUM OF 24" AWAY FROM HARDSCAPE SURFACES. CODE. DETAIL. H SHRUB SPRAY RISER BELOW GRADE 1' -1' G 6" POP-UP SPRAY - TURF 1"-1" F WIRE CONNECTORS 1"1' E REMOTE CONTROL VALVE 1'1' ❑ SPRAY NOZZLE ❑ 12" POP-UP SPRINKLER RISER s❑ POP-UP SPRINKLER BODY WITH INTERNAL CHECK VALVE 1 ® FINISH GRADE 5❑ SWING PIPE - LENGTH AS REQUIRED - 12" MINIMUM 2 © (MALE THREAD x BARB) ELBOW FITTING 3 ❑� SCH. 40 PVC TEE OR ELL 9 4 ® PVC LATERAL LINE 24" MIN 10 ❑9 WALK OR CURB a Eo a MULCH LAYER (SEE PLANTING ° a SPECS.) 5 6 6 7 8 J NOTES: A. TEFLON TAPE ALL THREADS. B. SPRAY HEADS SHALL BE A MINIMUM OF 24" AWAY FROM HARDSCAPE SURFACES. 1 12" POP-UP SPRAY - SHRUBS 1'1' URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1315 EXPIRES ON: 1-20-23 W O O LLI V ~ W V) U0 N N c' zwLu >� Oz� � O —I ~ LI � w LXLI w Lu w Q `n Zo p Z J U a- M cQn Q z� OQ 2 �: J M 0 0 O Q 00 o1 U �/ L.L LL] LL Q O` N oN U w LLI c J 0 N Mo O W w Q^ � w -)di REVISIONS 0 RESUBMITTED 0 0 3/16/2022 CITY OF ,f,OMMUNITY 0 0 0 0 0 0 0 0 0 0 0 SHEET TITLE FEDERAL WAY DEVELOPMENT IRRIGATION DETAILS DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_IRRIGATION DETAILS.dwg SHEET NUMBER L2,011 z O U it U) w Uf w N w LL O w U z Q m w U U Q V) w Z) z O U U Q z O U J Q N 0 w m_ _ O m N U z Q z w Q z Q m LL O z w (N z O U z w f- it O w (N U z Q z w Q z Q m (N z Q w O w w w J 0 z Q 0 w Q W m w w w U O 1 w (N Q m 0 z Q w U0 J Q z FD Of O w O 0 w U Of (!) w Of w m J J Q UO z 0 (!) W 0 0 z Q V z O U LL U w m V) V z g m w V) w LL O z O Q U J m D m 0 z Q w (N Z) w LANDSCAPE IRRIGATION SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES AND TRANSPORTATION AND ALL OTHER ITEMS NECESSARY TO PERFORM ALL IRRIGATION WORK AS INDICATED AND SPECIFIED ON PLANS PREPARED BY URBAN ARENA, INCLUDING ALL RECORD DRAWINGS, REDUCED DIAGRAMMATIC PLANS, GUARANTEES, AND SERVICE MANUALS. WORK SHALL BE COMPLETED IN AN EFFICIENT AND SATISFACTORY MANNER TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALLATION AND OPERATION. 2. GENERAL CONDITIONS: 2.1. CONTRACTOR SHALL VERIFY ALL CONDITIONS INDICATED ON THE PLANS. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM GAINING COMPENSATION FOR REQUIRED CHANGES. 2.2. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES AND SERVICES PRIOR TO BEGINNING WORK. 2.3. THE IRRIGATION DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS. 2.4. DO NOT INSTALL THE IRRIGATION SYSTEMS WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREAS OR DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REQUIRED REVISIONS AND COSTS. 2.5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WORK TO AVOID CONFLICTS WITH PLANTING, UTILITIES, ENGINEERING AND ARCHITECTURAL FEATURES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 2.6. CONTRACTOR SHALL PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS. 2.7. CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED BY GOVERNING CODES. 2.8. LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATED TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. 2.9. CONTRACTOR SHALL KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM CLEAN ALL PAVED AREAS. 2.10. NO DEVIATION FROM PLANS AND SPECIFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER'S REPRESENTATIVE OR HIS APPOINTED REPRESENTATIVE IN ADVANCE. 2.11. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL AGREEMENT IF REQUIRED FOR ALL IRRIGATION EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. 3. SUBMITTAL: CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE MET: 3.1. RECORD DRAWINGS: 3.1.1. CONTRACTOR SHALL RECORD WORK AS IT IS ACTUALLY INSTALLED ON AN ERASABLE XEROX VELLUM BASE OF THE IRRIGATION DRAWING, MAKE CHANGES TO XEROX VELLUM BASE IN INK (NO BALL POINT PEN), AND MAINTAIN CURRENT RECORD DRAWINGS ON THE SITE. THE FINAL "AS BUILT" RECORD DRAWINGS SHALL BE DRAFTED EMPLOYING A COMPETENT DRAFTSMAN. 3.1.2. RECORD DIMENSIONS FROM TWO DIFFERENT PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, CURB RETURNS, ETC.) FOR THE FOLLOWING ITEMS: 3.1.2.1. WATER METER AND BACKFLOW ASSEMBLY 3.1.2.2. CONNECTIONS TO EXISTING WATER LINES 3.1.2.3. BALL, QUICK COUPLING AND AUTOMATIC CONTROL VALVES 3.1.2.4. ROUTING OF PRESSURE LINES 3.1.2.5. SOURCE OF ELECTRICAL POWER FOR CONTROLLER, LOCATION OF CONDUIT AND CONDUCTORS FROM SOURCE TO CONTROLLER, ROUTING OF ELECTRICAL WIRES, AND SPARE WIRE LOCATIONS 3.1.2.6. PIPE AND ELECTRICAL SLEEVES 3.1.3. CONTRACTOR SHALL SUBMIT ONE SET OF COMPLETED RECORD DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO THE BEGINNING OF THE SPECIFIED MAINTENANCE PERIOD AND OWNER'S REPRESENTATIVE SHALL VERIFY COMPLETENESS PRIOR TO FINAL ACCEPTANCE. 3.2. CONTROLLER CHARTS: THE CONTRACTOR SHALL PREPARE THE CONTROLLER CHARTS AND PLACE THEM IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTRACTOR SHALL VERIFY COMPLETENESS OF RECORD DRAWINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PREPARING THE CONTROLLER CHARTS. THE CONTROLLER CHARTS SHALL BE PREPARED AS FOLLOWS: 3.2.1. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART MUST SHOW CLEARLY ALL AREAS UTILIZING RECLAIMED IRRIGATION WATER AND POTABLE IRRIGATION WATER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. 3.2.2. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS -BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. 3.2.3. THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 3.2.4. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. 3.3. SERVICE MANUALS, KEYS, EQUIPMENT, AND GUARANTEES: 3.3.1. CONTRACTOR SHALL SUBMIT TWO (2) SERVICE MANUALS FOR IRRIGATION EQUIPMENT TO OWNER'S REPRESENTATIVE. MANUALS MAY BE LOOSE LEAF AND SHALL CONTAIN COMPLETE DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. OPERATION INSTRUCTIONS SHALL BE SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE. 3.3.2. CONTRACTOR SHALL SUBMIT TWO (2) SETS OF KEYS PER EACH CONTROLLER. A COPY OF THE EQUIPMENT GUARANTEES SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE. 3.3.3. THE CONTRACTOR SHALL SUPPLY THE FOLLOWING TOOLS: 3.3.3.1. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT. 3.3.3.2. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EACH TYPE OF QUICK COUPLING VALVE INSTALLED. 3.4. LANDSCAPE IRRIGATION AUDIT REPORT: 3.4.1. CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE A LANDSCAPE IRRIGATION AUDIT REPORT PREPARED BY A THIRD -PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. 4. WATER SUPPLY: 4.1. GENERAL: 4.1.1. POTABLE WATER SUPPLY SHALL BE CLEAN, FREE OF SUSPENDED PARTICLES, ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE PRECIPITATES IN THE EQUIPMENT OR MAY BE DETRIMENTAL TO PLANTINGS. 4.2. WATER SERVICE: 4.2.1. INDIVIDUALLY ASSESSED AREAS AND INDIVIDUALLY OWNED (OR TO BE OWNED) LOTS SHALL HAVE SEPARATELY METERED AND CONTROLLED IRRIGATION SYSTEMS. IRRIGATION SHALL BE CONFINED TO THE INDIVIDUAL AREAS, WITHOUT OVERSPRAY ONTO ADJACENT AREAS OR ACROSS PROPERTY LINES. SPECIAL SITUATIONS MAY BE APPROVED OR REQUIRED BY THE PLANNING DIRECTOR ARCHITECT TO VARY FROM THESE REQUIREMENTS. 4.2.2. CITY APPROVED BACKFLOW PREVENTION UNITS ARE REQUIRED ON ALL IRRIGATION SYSTEMS. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY CODES. 5. GUARANTEE: THE SITE SPRINKLER SYSTEM, INCLUDING WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED IN WRITING AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE ENDING OF THE SPECIFIED MAINTENANCE PERIOD. THE OWNER'S REPRESENTATIVE SHALL DETERMINE THIS DATE AFTER REVIEW OF THE SPECIFIED IRRIGATION WORK. IMMEDIATELY REPAIR DAMAGE TO THE SYSTEM AND SITE CAUSED BY FAULTY MATERIALS OR WORKMANSHIP AT NO COST TO THE OWNER. PROVIDE INSTRUCTION TO THE OWNER'S REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF THE IRRIGATION SYSTEMS. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A TIMELY MANNER, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE CONTRACTOR. 6. MATERIALS: 6.1. GENERAL: 6.1.1. PROVIDE NEW MATERIALS AND EQUIPMENT OF BEST QUALITY OBTAINABLE, WHICH COMPLY WITH DRAWINGS AND SPECIFICATIONS. 6.1.2. NO SUBSTITUTION OF SPECIFIED MATERIALS OR EQUIPMENT SHALL BE MADE WITHOUT REVIEW BY URBAN ARENA AND WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. 6.2. IRRIGATION PIPE AND FITTINGS: 6.2.1. PVC PIPE: 6.2.1.1. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. PIPE SHALL MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. 6.2.1.2. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION. 6.2.1.3. ALL SOLVENT SHALL BE AS RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS THAT HAVE BEEN OPENED OVERNIGHT. 6.2.1.4. PVC PRESSURE LINES TO BE INSTALLED UNDERGROUND: 6.2.1.4.1. ALL PIPE 2" AND LARGER SHALL BE CLASS 315 6.2.1.4.2. ALL PIPE SMALLER THAN 2" SHALL BE SCH 40 6.2.1.4.3. FITTINGS SHALL BE SCH. 40. 6.2.1.5. PVC NON -PRESSURE LINES TO BE INSTALLED UNDERGROUND: 6.2.1.5.1. ALL PIPE SHALL BE SCH. 40. 6.2.1.5.2. FITTINGS SHALL BE SCH. 40. 6.2.1.6. PVC FITTINGS, SOLVENT WELDED TYPE PVC SCH 40, TYPE II NSF APPROVED, SHALL CONFORM TO ASTM TEST PROCEDURE D 2466. 6.2.1.7. PVC FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF APPROVAL. 6.2.1.8. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR. 6.3. IDENTIFICATION TAPE: 6.3.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BACKED LOCATING TAPE MARKED "IRRIGATION" IN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE. 6.3.2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL BE RED COLORED "ALLEN MARKING TAPE" OR APPROVED EQUAL. TAPE SHALL BE 3 " WIDE. 6.4. SLEEVING: 6.4.1. PIPE SLEEVES SHALL BE PVC SCH 40 MINIMUM. 6.5. VALVES: 6.5.1. REMOTE CONTROL VALVES AND PRESSURE REGULATING REMOTE CONTROL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.2. BALL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.3. CHECK VALVES SHALL BE HUNTER HCV-SERIES. 6.5.4. QUICK COUPLING VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.5. MASTER VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.6. FLUSH / AIR RELIEF VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.6. VALVE/PULL BOXES: 6.6.1. REMOTE CONTROL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-STD-B (BLACK BODY) WITH VB-STD-BKL (BLACK LID). 6.6.2. BALL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-10RND-B (BLACK BODY) WITH VB-10RND-BKL (BLACK LID). 6.6.3. QUICK COUPLING VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-10RND-B (BLACK BODY) WITH VB-10RND-BKL (BLACK LID). 6.6.4. PULL BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-10RND-B (BLACK BODY) WITH VB-10RND-BKL (BLACK LID). 6.6.5. FLUSH / AIR RELIEF VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-7RND-BK (BLACK BODY WITH BLACK LID). 6.7. BUBBLER HEADS: BUBBLER HEADS SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.8. DRIP EMITTER HEADS/LINE: DRIP EMITTER HEADS/LINE SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.9. CONTROL WIRING: 6.9.1. CONVENTIONAL CONTROLLER WIRE: 6.9.1.1. USE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATION, U.F., U.L. APPROVED 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR AS FOLLOWS: COMMON WIRE SHALL BE WHITE, CONTROL WIRES SHALL BE COLOR -CODED ANY COLOR BUT RED OR WHITE. EACH CONTROL WIRE COLOR SHALL BE UNIQUE FROM ALL OTHER CONTROL WIRES. EXTRA CONTROL WIRES SHALL BE RED. 6.9.2. TWO -WIRE CONTROLLER WIRE: 6.9.2.1. USE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATION, U.F., U.L. APPROVED 14 GAUGE (MINIMUM). 6.9.3. SEALS FOR SPLICES AND SPARE WIRE ENDS SHALL BE "PEN-TITE" WIRE CONNECTORS OR APPROVED EQUAL. 6.10. TWO -WIRE DECODERS: 6.10.1. TWO -WIRE DECODERS SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 7. INSTALLATION PROCEDURES: 7.1. GENERAL: 7.1.1. IF NO DETAIL IS PROVIDED FOR WORK UNDER THIS CONTRACT, INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR RECOMMENDED STANDARD PRACTICE. SUBMIT RECOMMENDED PROCEDURES TO OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH WORK. 7.1.2. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS. PIPING SHALL BE LOCATED ALONG THE INSIDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO DO SO. 7.2. WATER SUPPLY: 7.2.1. CONNECT IRRIGATION SYSTEM TO POINT OF CONNECTION (POC) AT APPROXIMATE LOCATIONS SHOWN ON DRAWINGS. 7.2.2. ALLOW FOR MINOR CHANGES AT POC CAUSED BY ACTUAL SITE CONDITIONS. 7.2.3. VERIFY AVAILABLE WATER PRESSURE AT EACH METER LOCATION PRIOR TO COMMENCING CONSTRUCTION OF IRRIGATION SYSTEMS. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF PRESSURE IS NOT THAT WHICH IS INDICATED IN THE DRAWINGS, OR IS NOT SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY REQUIRED REVISIONS. 7.3. TRENCHING: 7.3.1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. FOLLOW LAYOUT INDICATED ON DRAWINGS. 7.3.2. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS INDICATED IN PIPE DEPTH SECTION UNDER THE IRRIGATION PIPE AND FITTINGS HEADING. 7.3.3. FINISH GRADE OF ALL TRENCHES MUST CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. 7.4. IRRIGATION PIPE AND FITTINGS: 7.4.1. ASSEMBLIES: 7.4.1.1. INSTALL NO MULTIPLE ASSEMBLIES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. 7.4.1.2. PVC TO METAL CONNECTION SHALL BE BY PVC MALE THREAD ADAPTER FITTING SCREWED INTO METAL FEMALE FITTING, OR BY METAL MALE THREAD ADAPTER FITTING SCREWED INTO PVC FEMALE FITTING. 7.4.1.3. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND PVC TO METAL JOINTS. 7.4.1.4. REMOVE BURRS FROM PVC PIPE ENDS PRIOR TO CONNECTING OR SOLVENT WELDING. USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PRIOR TO MAKING SOLVENT WELDED CONNECTIONS. 7.4.1.5. ALL PVC PRESSURE PIPE 2" AND LARGER, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT AT BALL VALVES, AT TEES, AT ELBOWS, AND AT ENDS OF PIPE RUNS, AND WHEREVER FIELD CONDITIONS OCCUR WHICH REQUIRE ONE. 7.4.1.6. IRRIGATION CIRCUITS SHALL RUN PARALLEL, OR AS CLOSE TO PARALLEL AS IS PRACTICAL, TO THE CONTOUR LINES. 7.4.2. PIPE DEPTHS: DEPTH OF PIPE SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS FOLLOWS UNLESS INDICATED DIFFERENTLY ON DRAWINGS OR AS PER CITY OR COUNTY CODES OR REQUIREMENTS: 7.4.2.1. COMMERCIAUINDUSTRIAL REQUIREMENTS: 7.4.2.1.1. PLANTING AREAS: NON -PRESSURE LINES - 12" OF COVER PRESSURE LINES - 18" OF COVER 7.4.2.1.2. PAVED AREAS: NON -PRESSURE LINES IN SLEEVES - 30" OF COVER PRESSURE LINES IN SLEEVES - 36" OF COVER ELECTRICAL WIRES IN SLEEVES - 36" OF COVER 7.4.3. LINE CLEARANCE: 7.4.3.1. POTABLE IRRIGATION LINES SHALL HAVE A CLEARANCE OF 6" OR MORE FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. 7.4.3.2. PARALLEL IRRIGATION LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER, OR AGAINST THE SIDES OF THE TRENCH. 7.4.4. FLUSHING AND ADJUSTING SYSTEM: 7.4.4.1. AFTER IRRIGATION PIPELINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTALLATION OF IRRIGATION HEADS, OPEN THE CONTROL VALVES AND USE A FULL HEAD OF WATER TO FLUSH OUT SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISER SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. 7.4.4.2. ADJUST VALVES AND ALIGNMENT AND COVERAGE OF IRRIGATION HEADS. ADJUSTMENTS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREES OF ARC. THESE CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. 7.4.4.3. SYSTEMS REQUIRING FLUSHING SHALL ACCOMMODATE THE WATER GENERATED BY THE FLUSHING WITHOUT EROSION OR DISTURBANCE TO THE PLANTING. WATER SHALL BE CHANNELED INTO ADJACENT DRAINAGE STRUCTURES (SWALE, GUTTER, ETC.) WHERE POSSIBLE. 7.4.5. HYDROSTATIC PRESSURE TEST: 7.4.5.1. NOTIFY OWNER'S REPRESENTATIVE 48 HRS PRIOR TO HYDROSTATIC PRESSURE TEST. TESTING SHALL OCCUR PRIOR TO BACKFILLING AND INSTALLATION OF ANY VALVES. 7.4.5.2. NO TESTING SHALL OCCUR, NOR SHALL ANY WATER BE ALLOWED INTO ANY SYSTEM BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED. 7.4.5.3. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 LBS PER SQUARE INCH FOR NOT LESS THAN FOUR HOURS. TEST ALL NON -PRESSURE LINES UNDER EXISTING STATIC PRESSURE. 7.4.5.4. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL SYSTEM IS PROVEN TO BE WATERTIGHT. 7.4.5.5. FURNISH NECESSARY FORCE PUMP AND OTHER TEST EQUIPMENT. 7.4.6. SLEEVES: 7.4.6.1. SLEEVES SHALL BE A MINIMUM OF TWO TIMES LARGER THAN PIPE OR WIRE BUNDLE IT ENCLOSES. ONE PIPE PER SLEEVE. PIPE SIZE SHALL BE 2" MINIMUM. 7.4.6.2. PIPE SLEEVE UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED PRIOR TO PAVING OR RE -PAVING AND SHALL EXTEND 12" BEYOND EACH SIDE OF PAVEMENT. THE LETTERS 'E" FOR ELECTRIC AND "W" FOR WATER SHALL BE STAMPED OR CHISELED IN THE PAVEMENT DIRECTLY ABOVE THE SLEEVE ON BOTH SIDES OF THE CROSSING. 7.4.6.3. SLEEVE MARKER: METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF ALL SLEEVES, 12" DIRECTLY ABOVE SLEEVES. 7.4.6.4. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED. 7.4.7. VALVES: 7.4.7.1. REMOTE CONTROL VALVES AND PRESSURE REDUCING REMOTE CONTROL VALVES: 7.4.7.1.1. VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. 7.4.7.1.2. VALVES SHALL BE GROUPED TOGETHER WHEREVER POSSIBLE AND INSTALLED IN INDIVIDUAL VALVE BOXES. 7.4.7.1.3. WHERE THE PRESSURE AT THE REMOTE CONTROL VALVE EXCEEDS 80 P.S.I. (DUE TO ELEVATION DROPS, ETC.), A PRESSURE REDUCING VALVE SHALL BE USED TO REDUCE PRESSURE TO DESIGN LEVELS. 7.4.7.1.4. VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. VALVES SHALL BE ADJUSTED SO A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. 7.4.7.1.5. PROVIDE A PVC UNION ON THE DOWNSTREAM SIDE OF THE VALVE. CONNECTIONS SHALL BE MADE HORIZONTALLY. 7.4.7.2. BALL VALVES: 7.4.7.2.1. ALL VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. 7.4.7.2.2. BALL VALVES SHALL BE INSTALLED TO DIVIDE THE IRRIGATION SYSTEM INTO CONTROLLABLE UNITS, AND TO AVOID DRAINING LONG RUNS OF PIPING FOR SYSTEM REPAIRS. 7.4.7.3. QUICK COUPLING VALVES: 7.4.7.3.1. QUICK COUPLING VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. 7.4.7.3.2. QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERS, OR PAVED AREAS WHERE APPLICABLE. 7.4.7.4. FLUSH/AIR RELIEF VALVES: 7.4.7.4.1. FLUSH/AIR RELIEF VALVES SHALL BE LOCATED AT THE HYDROSTATIC HIGH AND LOW POINTS OF EACH DRIP ZONE AND/OR WITHIN EACH SEPARATE SECTION OF THE DRIP ZONE THEREOF. 7.4.7.4.2. FLUSH/AIR RELIEF VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERS, OR PAVED AREAS WHERE APPLICABLE. 7.4.8. VALVE/PULL BOX: 7.4.8.1. VALVE BOXES SHALL BE SET ONE AND ONE HALF INCH (1 1/2") ABOVE THE DESIGNATED FINISH GRADE IN SHRUB AREAS. 7.4.8.2. VALVE BOXES ADJACENT TO WALKS OR PAVING SHALL NOT BE INSTALLED HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. 7.4.8.3. INDICATE ON VALVE BOX LID EITHER P.B. FOR PULL BOX, B.V. FOR BALL VALVE, OR THE IDENTIFICATION NUMBER OF THE REMOTE CONTROL VALVE AND CONTROLLER CLOCK. LETTERS SHALL BE 3" HIGH, 1/2" WIDE AND BURNED INTO THE LID WITH A SOLDERING IRON OR ENGRAVED INTO THE LID WITH A ROUTER. 7.4.9. BUBBLER HEADS: 7.4.9.1. BUBBLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 7.4.9.2. TOP OF POP-UP TYPE HEADS ADJACENT TO WALKS OR PAVING SHALL NOT BE HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. 7.4.9.3. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO NOT THROW ONTO WALKS, BUILDINGS OR WINDOWS WHEREVER POSSIBLE. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS SUBDIVISION BOUNDARY LINES. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND AND FLOW SHALL NOT EXCEED RECOMMENDED MAXIMUM OF REMOTE CONTROL VALVE SIZE. 7.4.9.4. IRRIGATION HEADS WITHIN A CIRCUIT SHALL HAVE A UNIFORM PRECIPITATION RATE. DO NOT INTERMIX DIFFERENT TYPES OR BRANDS OF IRRIGATION HEADS ON THE SAME CIRCUIT. 7.4.10. DRIP EMITTER HEADS/LINE: 7.4.10.1. DRIP EMITTER HEADS/LINE AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 7.4.10.2. INSTALL DRIP EMITTER HEADS/LINE 12" FROM ANY VERTICAL SURFACE (WALLS, FENCES, BUILDINGS, ETC.). 7.4.10.3. TOP OF DRIP EMITTER HEADS/LINE OR TOP OF DRIP EMITTER HEAD BOXES ADJACENT TO WALKS OR PAVING SHALL NOT BE HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. 7.4.10.4. CONTRACTOR SHALL ADJUST ALL DRIP IRRIGATION HEADS/LINE TO FULLY COVER ALL PLANTING AREAS. IRRIGATION SYSTEMS SHALL NOT IRRIGATE ACROSS PROPERTY LINES. WHERE ON -SITE FIELD CONDITIONS REQUIRE CHANGES, DRIP EMITTER HEADS/LINE SHALL BE ADDED OR DELETED FOR COMPLETE COVERAGE. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND AND FLOW SHALL NOT EXCEED RECOMMENDED MAXIMUM OF REMOTE CONTROL VALVE / CONTROL ZONE KIT SIZE. 7.4.11. CONTROL WIRING: 7.4.11.1. GENERAL: 7.4.11.1.1. INSTALL WIRING IN SAME TRENCH AS PRESSURE SUPPLY LINES WHEREVER POSSIBLE. 7.4.11.1.2. THERE SHALL BE EIGHTEEN INCHES (18") COVERAGE OF EARTH OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN TRENCH AND TAPE TO MAINLINES ON SIDE OF PIPE, WHERE APPLICABLE, AT 10" INTERVALS. 7.4.11.1.3. NO SPLICES SHALL BE MADE BETWEEN THE CONTROLLER AND AUTOMATIC CONTROL VALVES UNLESS NECESSARY FOR DISTANCES OF OVER 1 000'AND THEN SHALL CONFORM TO SECTIONS D AND F BELOW. 7.4.11.1.4. ALL SPLICES SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATERIALS. 7.4.11.1.5. TRENCH MARKER: WHEN CONTRACTOR CANNOT INSTALL CONTROL WIRES IN THE SAME TRENCH AS THE PRESSURE SUPPLY LINES, ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS RED COLORED TRENCH MARKER PLASTIC TAPE PLACED NINE INCHES (9") BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. 7.4.11.1.6. IN LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES OR VALVE BOXES. 7.4.11.1.7. ALL WIRES IN PULL BOXES SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE INCHES (3") FROM LID. BOXES SHALL BE SIZED ACCORDINGLY TO ACCOMMODATE THIS REQUIREMENT. 7.4.11.1.8. TESTING: ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 7.4.12. TWO -WIRE DECODERS: 7.4.12.1. EACH REMOTE CONTROL VALVE SHALL BE PROVIDED/ASSIGNED WITH ITS OWN DECODER WITHIN THE VALVE BOX. 7.4.12.2. ALL CONNECTIONS SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATERIALS. 7.4.13. BACKFILLING: 7.4.13.1. DO NOT BACKFILL THE PIPE JOINTS UNTIL THE SYSTEM HAS BEEN PRESSURE TESTED AND ACCEPTED. 7.4.13.2. MECHANICALLY COMPACT BACKFILL FOR TRENCHING TO DRY DENSITY EQUIVALENT TO ADJACENT UNDISTURBED SOIL, AND MEET ADJACENT GRADES WITHOUT SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. 7.4.13.3. PLACE 6" OR MORE OF CLEAN SOIL, FREE OF DEBRIS, ROCK, ETC. AS INITIAL BACKFILL ON PRESSURE SUPPLY LINES. 7.4.13.4. PLACE FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE AS INITIAL BACKFILL ON ALL NON -PRESSURE LINES. 7.4.13.5. PLACE A MINIMUM OF 6" OF SAND ON PIPES LOCATED UNDER AREAS WHERE PAVING WILL BE INSTALLED. USE SPECIFIED INITIAL BACKFILL FOR REMAINING FILL AS NECESSARY. 7.4.13.6. INSTALL PIPING UNDER EXISTING WALKS BY JETTING OR BORING. IF CUTTING OR BREAKING OF WALKS IS NECESSARY, IT SHALL BE DONE AND REPLACED AS A PART OF THIS CONTRACT. OBTAIN PERMISSION FROM OWNER'S REPRESENTATIVE BEFORE PROCEEDING. 7.4.14. CLEAN-UP: 7.4.14.1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 8. IRRIGATION MAINTENANCE SCHEDULE 8.1. GENERAL 8.1.1. MAINTENANCE PROCEDURES SHALL BE PERFORMED ON A MONTHLY BASIS. 8.1.2. LANDSCAPE SHALL BE MAINTAINED TO ENSURE WATER -USE EFFICIENCY. 8.1.3. A REGULAR MAINTENANCE SCHEDULE SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLETION. 8.1.4. REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY INSTALLED COMPONENTS OR THEIR EQUIVALENTS OR WITH COMPONENTS WITH GREATER EFFICIENCY. 8.2. BASIC IRRIGATION MAINTENANCE PROCEDURES 8.2.1. CONTROLLER 8.2.1.1. OPEN AND CLEAN OUT CONTROLLER'S CABINET. 8.2.1.2. IF NEEDED, REPLACE THE BACK-UP BATTERY. 8.2.1.3. IF NEEDED, UPDATE DATE AND TIME. 8.2.1.4. CHECK THE CONNECTION ON ALL WIRES AND ENSURE SENSORS ARE CONNECTED. 8.2.1.5. CHANGE THE SCHEDULE TO REFLECT THE CURRENT SEASON AND IRRIGATION NEEDS OF THE LANDSCAPE. 8.2.2. VALVES (BUBBLER AND SPRINKLER VALVES) 8.2.2.1. REMOVE THE LAST HEAD AND TURN ON EACH ZONE/VALVE FOR A FEW MINUTES TO FLUSH OUT DIRT AND DEBRIS. 8.2.2.2. REPLACE THE LAST HEAD OF ALL ZONES, TURN ON EACH ZONE, AND LOOK FOR ANY SYSTEM DAMAGE (I.E. LEAKS, DAMAGED PIPE, DAMAGED OR MISSING NOZZLES, ETC.). 8.2.2.2.1. REPAIR OR REPLACE DAMAGED OR MISSING NOZZLES. 8.2.2.2.2. CLEAN BUILT-IN SCREENS, REPLACE IF NECESSARY, AND REPLACE CLOGGED NOZZLES. 8.2.2.2.3. INSPECT VALVES AND PIPES FOR LEAKS. REPAIR OR REPLACE IN NECESSARY. 8.2.2.2.4. INSPECT VALVE COVERS AND VALVE BOXES. REPLACE AS NECESSARY. 8.2.2.2.5. INSPECT VALVE ELECTRICAL CONNECTIONS. REPAIR OR REPLACE IF NECESSARY. 8.2.2.3. MAKE THE NECESSARY ADJUSTMENTS AND REPAIRS TO THE SYSTEM IN ORDER TO APPLY THE WATER AS EVE NLYAS POSSIBLE. 8.2.3. DRIP CONTROL ZONE KITS (DRIP VALVES) 8.2.3.1. OPEN/REMOVE ALL EXHAUST HEADER FLUSH VALVES AND TURN ON EACH ZONE FOR A FEW MINUTES TO FLUSH OUT ANY DIRT OR DEBRIS. 8.2.3.2. CLOSE/REPLACE FLUSH VALVES OF ALL ZONES, TURN ON EACH ZONE, AND INSPECT SYSTEM FOR DAMAGE (I.E. LEAKS, DAMAGED PIPE, DAMAGED OR MISSING NOZZLES, ETC.). 8.2.3.2.1. INSPECT FOR PINCHED OR BROKEN TUBING AND STRAIGHTEN OR REPLACE. 8.2.3.2.2. ENSURE ALL CONNECTIONS ARE SECURE. 8.2.3.2.3. ENSURE PROPER OPERATION OF FLUSH VALVES AND AIR RELIEF VALVES. REPAIR OR REPLACE AS NECESSARY. 8.2.3.2.4. SERVICE BUILT-IN VALVE FILTERS/STRAINERS. IF DAMAGED, REPLACE WITH APPROPRIATE FILTER. 8.2.3.2.5. INSPECT VALVES AND PIPES FOR LEAKS. REPAIR OR REPLACE AS NECESSARY. 8.2.3.2.6. INSPECT VALVE COVERS AND VALVE BOXES. REPLACE AS NECESSARY. 8.2.3.2.7. INSPECT VALVE ELECTRICAL CONNECTIONS. REPAIR OR REPLACE AS NECESSARY. 8.2.3.3. MAKE THE NECESSARY ADJUSTMENTS AND REPAIRS TO THE SYSTEM IN ORDER TO APPLY THE WATER AS EVE NLYAS POSSIBLE. URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1315 EXPIRES ON: 1-20-23 ry �. j o O w rw V � W V) (/) O:f 0 N N O� zw>� 0z~ Z)LLI O X w (D w w w Q `n ZO p z U M cQn z� OQ M O 0 O < m o1 U �/ L.L w � L Q O` N ON U w w Q J 0 N O O I— W LL w Q � � 0 W -)di o I REVISIONS 0 0 RESUBMITTED 0 3/16/2022 CITY OF AOMMUN I TY 0 0 0 0 0 0 0 SHEET TITLE FEDERAL WAY DEVELOPMENT IRRIGATION SPECIFICATIONS SHEET NUMBER DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_IRRIGATION SPECIFICATION S.dwg 0 w H m_ _ O Of a- Ln U z Q Z w Of Q Z Q m Of D w O z w U0 Z O U Z w H H Of H D O _ w N U Z Q z w Of Q z Q cm Of D _ H N Z_ Q w Of O LU w Of w _ H w J F z Q w Of Q w Of w Of w w _ _ U_ Of O 1 w U0 Q r) Z Q w F Ln J Q z Of O w O 0 w F U F U) w w m J J Q _ Ln U0 z C7 Ln w 0 0 z Q N Z O Q U LL U w fl- CN N Z g w Ln w LL O z O Q U J m D CL 0 z Q w U0 w EXISTING TREE SCHEDULE EXISTING TREES TO BE REMOVED BOTANICAL NAME X PINUS RESINOSA EXISTING TREES - PROTECTED IN PLACE BOTANICAL NAME 1 QUERCUSRUBRA 1 COMMON NAME SIZE QTY RED PINE 8" CALIPER 10 COMMON NAME SIZE QTY NORTHERN RED OAK 6" CALIPER 3 URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 L_L W W V LU z O J LU 2 U w 0 CL STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT LICENSE NO.1315 EXPIRES ON: 1-20-23 U) L_L LLJ z ^Q C L Q J Q W W LL REVISIONS CD CD w cn ry I) w w w M IZI- LL IS N 0� U C w_ r) Q Cn 0 0 00 0` N Q O N Q U0 ry w w LL CL o O 0 0 RESUBMITTED A 3/16/2022 QCITY OF AOMMUNITY A A 0 0 0 0 0 0 0 0 0 0 FEDERAL WAY I �� �i��• ' i �� y SHEET TITLE TREE REMOVAL AND PROTECTION PLAN DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_PLANTING PLAN.dwg 1 10'-0 SCALE NORTH SHEET NUMBER 0 10 20 L3,000 0 w H m_ _ O Of a- U0 U Z Q Z w Of Q Z Q m Of D w O z w U0 Z O U Z w H Of H D O _ w U0 U z z w Of Q Z m Of D U0 z Q w Of O LU w Of w _ H w J F z Q w Of Q w Of w Of w w _ _ U Of O 1 w U0 Q 0 z Q w F Ln J Q z Of O w O 0 w F U F U) w w m J J Q _ Ln U0 z C7 CN W 0 0 z Q V z O Q U LL U w fl- CN V z g w Ln w _ w O z O Q U J m D CL 0 z Q w U0 D w _ S 320T STREET PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME SIZE CITY REMARKS WATER USE MATURE WIDTH ---- AMELANCHIER X GRAN DI FLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 1.75" CAL B&B 2 LOW - MEDIUM 10 - 15' w. ° CHAMAECYPARIS NOOTKATENSIS 'PENDULA' WEEPING NOOTKA CYPRESS 7' H B&B 4 NTV MEDIUM - HIGH 10 - 15' w. SHRUBS BOTANICAL NAME COMMON NAME SIZE SPACING QTY REMARKS WATER USE MATURE WIDTH BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON PYGMY JAPANESE BARBERRY 2 GAL 36" o.c. 135 DT LOW - MEDIUM 1 - 3' w. JUNIPERUS X PFITZERIANA 'DAUB'S FROSTED' DAUB'S FROSTED PFITZER JUNIPER 5 GAL 36" o.c. 15 DT MEDIUM 3 - 6' w. OLONICERA NITIDA 'BAGGESEN'S GOLD' BOXLEAF HONEYSUCKLE 2 GAL 54"o.c. 65 DT LOW - MEDIUM 3 - 6' w. O■ PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN ENGLISH LAUREL 2 GAL 54" o.c 19 DT MEDIUM 3 - 10' w. OVACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 48" o.c. 60 DT / NTV LOW - HIGH 3 - 6' w. VINE/ESPALIER BOTANICAL NAME COMMON NAME SIZE SPACING QTY REMARKS WATER USE MATURE WIDTH PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL 24" o.c. 2 DT LOW - MEDIUM 6 - 10' w. GROUND COVERS BOTANICAL NAME COMMON NAME SIZE 48" o.c. CITY REMARKS WATER USE MATURE WIDTH ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 24" o.c. 164 DT / NTV LOW - MEDIUM 10 - 15' w. LOLIUM PERENNE FESTUCA ARUNDINACEA MIX PERENNIAL RYEGRASS FINE FESCUE MIX SOD 1,401 SF 80% PERENNIAL RYEG RASS 20% FINE FESCUE NOTES: A. ALL SHRUBS SHALL BE FULL AND WELL BRANCHED WITH A MINIMUM SPREAD AND HEIGHT PER LATEST ISSUE OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60.1) B. PLANTS WITH THE DT DESIGNATION ARE CONSIDERED TO BE LOW WATER USE PLANTS ONCE ESTABLISHED C. PLANTS WITH THE NTV DESIGNATION ARE NATIVE TO THE PACIFIC NORTHWEST URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO.1315 EXPIRES ON: 1-20-23 W O W rWj V � W N o N z N Oz� W ;� So LU ~ W L_L_ W w � LLJz J 2 Q CL co '0U Z Q V J z� OQ m 0 0 OQ 00 U W LL > o N y W W Q J 0 N� U M o = W LL � w OL o w L� Io REVISIONS 0 0 RESUBMITTED Z� 3/16/2022 0 QCITY OF FEDERAL WAY AOMMUNITY DEVELOPMENT A 0 0 0 0 0 0 0 SHEET TITLE PLANTING PLAN DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_PLANTING PLAN.dwg 1 "=10'-0"SCALE NORTH SHEET NUMBER 0 10 20 L3,0 0 1 0 w H m_ _ O Of a- Ln U z Q Z w Of Q Z Q m Of D w O z w U0 Z O U Z w H H Of H D O _ w N U Z Q z w Of Q z Q cm Of D _ H N Z_ Q w Of O LU w Of w _ H w J F z Q w Of Q w Of w Of w w _ _ U_ Of O 1 w U0 Q r) Z Q w F Ln J Q z Of O w O 0 w F U F U) w w m J J Q _ Ln U0 z C7 Ln w 0 0 z Q V z O Q U LL U w fl- CN V z g w Ln w LL O z O Q U J m D CL 0 z Q w U0 w CONCEPT PLANT SCHEDULE PARKING LOT ISLAND AND LANDSCAPE CALCULATIONS BUILDING PERIMETER SPECIES (TYPE III LANDSCAPE) 147 SF 297 SF / 10 PARKING STALLS = 30 SF PER STALL PAD F BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY JAPANESE BARBERRY 2 150 SF LOLIUM PERENNE FESTUCA ARUNDINACEA MIX / 80% PERENNIAL RYEGRASS 20% FINE FESCUE MIX LONICERA NITIDA'BAGGESEN'S GOLD' / BOXLEAF HONEYSUCKLE LYSIMACHIA NUMMULARIA / CREEPING JENNY PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL DROUGHT TOLERANT SPECIES (TYPE III LANDSCAPE) ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY JAPANESE BARBERRY JUNIPERUS X PFITZERIANA 'DAUB'S FROSTED' / DAUB'S FROSTED PFITZER JUNIPER VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY PARKING ISLAND SPECIES (TYPE IV LANDSCAPE) BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY JAPANESE BARBERRY PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL DROUGHT TOLERANT LANDSCAPE AREA = 1,925 SF = 32% OF TOTAL PLANTING AREA TOTAL PLANTING AREA = 5,856 SF URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 L_L W W V LU z O J LU 2 U w 0 CL STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT LICENSE NO.1315 EXPIRES ON: 1-20-23 U) L_L LLJ z ^Q CL Q J Q W W LL REVISIONS CD CD w cn ry I) w w w M IZI- LL IS N 0� U C w_ r) Q Cn 0 0 00 0` N Q O N Q U0 ry w w LL CL o O 0 0 RESUBMITTED A 3/16/2022 QCITY OF AOMMUNITY 0 0 0 0 0 0 0 0 0 FEDERAL WAY I �� �i��• ' i �� y SHEET TITLE PERIMETER LANDSCAPE TYPOLOGIES PLAN DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_PLANTING PLAN.dwg 1 "=10'-0"SCALE NORTH SHEET NUMBER 0 10 20 L3,002 r) Lu H m_ _ O ry CL N U z Q z LL Q z M m LL O z Lu N z O U z Lu D O Lu U z z LL Q z M m Of D z Q 75 Lu Of O I— LU Of LU Lu J 0 z Q 0 Lu Q Lu Of Lu Of Lu Lu 2 U Of O LL Lu Q CL z Q Lu H J Q z O Lu O 0 LU U N LU LL m J J Q z N LL r) z Q N z O Q U LL U w m N N z Q J CL LU N LU LL O z _O Q U J m D CL 0 z Q LU LU 1❑ (4) BLACK CINCH -TIES WITH ONE TWIST NAILED TO STAKES WITH GALVANIZED 1 ROOFING NAIL PREVAILING WIND z❑ CUT TOP OF STAKE 6" BELOW TREE CANOPY 12 4 s❑ (2) 2" DIA. X 10' LONG LODGE POLES - PLACE 77- 3 OUTSIDE ROOTBALL ® TOP OF ROOTBALL SHALL BE SET 1 "-2" ABOVE FINISH GRADE 5❑ MULCH IF REQUIRED - SEE PLANTING o='t� ?'Z5�•5j SPECIFICATIONS. KEEP MULCH 4" AWAY •a FROM ROOT CROWN OF TREE © 4" HIGH WATER BASIN, REMOVE ONCE PLANT 2 IS ESTABLISHED 0 CURB OR PAVING 3 ® ROOT BARRIER 4 0 BACKFILL MIX PER SOIL TEST 5 10 FERTILIZER PACKETS 6 11 PLACE ROOTBALL ON NATIVE SUBGRADE 7'' =I I I —I I I —I 12 TREE TRUNK III III —I 8 11 I —I I I —I 9 III=� 1=1 I I=1 I I I—� I I III I I —I I I —I I 1E I 1=1 I I —I I IJ. I I I I I I —I I I —I I M 10 I I=1 I I=III=I I I=� I III III —III —I I M1I— NOTES: 1 1 A. TYPICAL TREE PLANTING FOR TREES 36" BOX SIZE AND SMALLER A I REE W/ ROOT BARRIER (STAKED) 1/4" = V-0" 1❑ MULCH LAYER (SEE PLANTING SPECIFICATIONS). MULCH SHALL BE KEPT 3" AWAY FROM BASE OF SHRUB ❑2 2" HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED ❑3 FINISH GRADE ® BACKFILL MIX PER SOIL TEST ❑s FERTILIZER PACKETS PER PLANTING SPECIFICATIONS © PLACE ROOTBALL ON NATIVE SUBGRADE. TOP OF ROOTBALL SHALL BE SET 1-2" ABOVE FINISH GRADE 1 2 0 3 4 B SHRUB PLANTING 1/2"=V-0" 1❑ 1/2 O.C. SPACING DISTANCE ❑2 WALK OR CURB ❑3 TILLED AND AMENDED SOIL, SEE PLANTING 1 SPECIFICATIONS ® UNDISTURBED NATIVE SOIL SUBGRADE 2 ❑s MULCH LAYER - SEE PLANTING SPECIFICATIONS © PLANT MATERIAL - SEE PLANT LEGEND FOR TYPE Qe. . AND SIZE ❑� O.C. SPACING DISTANCE - SEE PLANT LEGEND 4 III=III- .IIIIIIIIIIIIIIIIIIIIII -III-III-III-III-III-III-III-I =III — — — -III-III-III-III-III_ I SECTION 5 7 7 6 2 7 PLAN C G R O U N D C O V E R P-212091-03-02 URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 w_ J U LLI 0 0- LU z O J 01.1-0 LU 2 Q z O O U TW y STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT 0 F .>I e.0 LICENSE NO. 1315 EXPIRES ON: 1-20-23 V // 0L w z i2^Q _ J NQ w 0 W U_ REVISIONS 0 O O LU H cn 0 LU w w Ln _�o coIZI- LL M 0 0 00 N Q O N N J 0� LL Lu o O o 0 RESUBMITTED 0 0 3/16/2022 CITY OF AGOMMUNITY 0 0 0 0 0 0 0 0 0 0 0 0 SHEET TITLE FEDERAL WAY PLANTING DETAILS I �� �i��• ' i �� y DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_PLANTING DETAILS.dwg SHEET NUMBER L3 11 • 0 w H m_ 0 0' CL Ln U z Q z w Of Q z Q m Of D w 0 z w U0 z 0 U z w H 0' D 0 w U0 U z Q z w 0' Q z Q cm Of D U0 z Q w 0' 0 LU w 0' w w J F_ 0 z Q 0 w Of Q w 0' 0_ w 0' w w S U_ Of 0 w w U0 Q o_ 0 z Q w F_ U0 J Q z Of 0 w 0 0 w F_ U F_ U) w w m J J Q V) z C7 CN w 0 0 z Q V z 0 Q U LL U w CL CN V z g o_ w w w 0 z 0 Q U J m D CL 0 z Q w V) D w LANDSCAPE PLANTING SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, TOOLS, PERMITS, TAXES AND ALL OTHER COSTS CONSIDERED AS NECESSARY TO COMPLETE PLANTING WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY URBAN ARENA. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. 2. GENERAL CONDITIONS: 2.1. THE CONTRACTOR SHALL BE LICENSED OR CERTIFIED BY THE STATE OF CALIFORNIA, FORTH E TYPE OF WORK SHOWN ON THE PLANS. 2.2. THE CONTRACTOR SHALL CARRYALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. 2.3. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. 2.4. THE PLANTING DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. 2.5. DO NOT PROCEED WITH ANY WORK SHOULD THERE BE ANY UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES FOUND ON THE SITE OR ANY DISCREPANCIES WITHIN THE PLANS. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS. 2.6. THE CONTRACTOR SHALL NOTE ALL EXISTING FINISH GRADES PRIOR TO COMMENCING WORK. RESTORE FINISH GRADES CHANGED DURING THE COURSE OF THE WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. 2.7. UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL IMMEDIATELY LOCATE, ORDER AND PURCHASE, OR HAVE HELD, ALL SPECIFIED PLANT MATERIAL EXCLUDING PRE -SELECTED PLANT MATERIAL. 2.8. THE SITE SHALL BE KEPT CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO THE WORK DURING THE CONSTRUCTION AND MAINTENANCE PERIOD.\ 2.9. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE PLANTING DESIGN AND INSTALLATION AT NO ADDITIONAL CHARGE. 2.10. PRIOR TO EXCAVATION FOR PLANTING, OR PLACING OF STAKES; LOCATE UTILITIES, ELECTRIC CABLES, CONDUITS, SPRINKLER LINES, HEADS, VALVES, AND VALVE CONTROL WIRES, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE PLACES THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER. 2.11. NOTIFY LANDSCAPE ARCHITECT IN WRITING OF SOIL OR DRAINAGE CONDITIONS ENCOUNTERED DURING PLANTING OPERATIONS WHICH ARE DETRIMENTAL TO GROWTH OF PLANT MATERIAL. 3. SUBMITTALS: 3.1. SOIL ANALYSIS: 3.1.1. AGRICULTURAL SUITABILITY TEST REPORT FOR ON SITE SOIL AND ON SITE TOPSOIL. 3.1.1.1. THE CONTRACTOR SHALL SUBMIT A REPORT TO THE OWNER'S REPRESENTATIVE PRIOR TO ORDERING SOIL AMENDMENTS OR PLANT MATERIALS. 3.1.1.2. VERIFY WITH LANDSCAPE ARCHITECT THE QUANTITY OF SAMPLES TO BE TAKEN (1 MINIMUM, 3 MAXIMUM BASED ON SIZE OF PROJECT). 3.1.1.3. EACH SAMPLE SHALL BE COMPRISED OF SITE SOIL FROM TWO LOCATIONS APPROXIMATELY 20'-50' APART TAKEN AT A DEPTH OF 6" TO 12", WITHIN PROPOSED PLANTING AREAS, AFTER COMPLETION OF GRADING AND PRIOR TO WEED CONTROL AND SOIL PREPARATION. 3.1.1.4. SUBMIT SAMPLES TO LOCAL SOIL ANALYSIS COMPANY, FOR SOIL EVALUATION. 3.1.1.5. REQUEST TESTING FOR AGRICULTURAL FERTILITY AND SUITABILITY (TEST A05-2) WITH APPROPRIATE TRI-C PRODUCTS (TRI-C ENTERPRISES (800) 927-3311) AND WRITTEN RECOMMENDATIONS FOR SOILS AMENDMENT, SOD LAWN, SEED LAWN, AND POST -MAINTENANCE FERTILIZATION PROGRAMS. 3.1.1.6. SUBMIT COPIES OF THE REPORT TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. 3.1.1.7. SOILS REPORT RECOMMENDATIONS SHALL TAKE PRECEDENCE OVER THE AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS. 3.2. PLANT MATERIALS: 3.2.1. LANDSCAPE ARCHITECT SHALL TAG ANY 60" BOX TREE OR LARGER. CONTRACTOR SHALL COORDINATE TREE TAGGING WITH LANDSCAPE ARCHITECT AND PROVIDE AT LEAST TWO -WEEKS NOTICE. 3.2.2. SUBMIT 3"X5" OR 4"X6" COLOR PRINT PHOTOGRAPHS 90 DAYS PRIOR TO INSTALLATION TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE OF EACH SPECIFIED TREE, SHRUB, AND GROUNDCOVER TAKEN AT THEIR SOURCES FOR APPROVAL. THE PHOTOS SHALL BE OF THE PLANT MATERIAL TO BE DELIVERED TO THE JOBSITE. ALL PLANT MATERIAL DELIVERED SHALL BE OF EQUAL OR BETTER QUALITY AS THE PHOTO GIVEN AS A REPRESENTATIVE SAMPLE. 3.2.3. IF ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, SUBMIT A WRITTEN SUBSTITUTION REQUEST TO THE LANDSCAPE ARCHITECT DURING THE BIDDING PERIOD. 3.3. WRITTEN GUARANTEE: 3.3.1. ALL TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR 1 YEAR FOLLOWING THE DATE OF COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF THE FINAL MAINTENANCE WALKTHROUGH. 3.3.2. REPLACE DEAD, DAMAGED, OR UNHEALTHY TREES, PER THE ORIGINAL DETAILS IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE. (THIS WILL BE AT NO COST TO THE OWNER.) REPLACEMENT TREES SHALL MEET THE SAME SPECIFICATIONS AS THE ORIGINAL TREES. REPLACEMENT TREES SHALL BE GUARANTEED FOR 1 YEAR, FOLLOWING THEIR INSTALLATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 3.3.3. ALL SHRUBS, VINES AND GROUNDCOVER SHALL BE GUARANTEED FOR THE LENGTH OF THE MAINTENANCE PERIOD. 3.4. STATEMENTS OF CONFIRMATION: THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE, THE FOLLOWING ITEMS: 3.4.1. SUBMIT, AT THE TIME OF DELIVERY, ORIGINAL INVOICE STATEMENTS FOR ORGANIC AMENDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. 3.4.2. SUBMIT SUPPLIER'S STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ORGANIC AMENDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS. 3.4.3. SUBMIT ORIGINAL RECEIPTS AND/OR CERTIFICATES FOR THE FOLLOWING ITEMS UPON DELIVERY TO THE JOB SITE: 3.4.3.1. QUANTITY OF TRI-C (TRI-C ENTERPRISES (800) 927-3311) FERTILIZER AND ORGANIC AMENDMENTS 3.4.3.2. QUANTITY OF SOIL AMENDMENTS. 3.4.3.3. QUANTITY OF TRI-C ENDO 120 MYCORRHIZAL INOCULUM. 3.4.3.4. QUANTITY OF SEED. 3.4.3.5. QUANTITY OF OTHER SOIL ADDITIVES PER AGRONOMIC SOILS TEST REPORT. 3.4.4. SUBMIT WRITTEN CERTIFICATE OF DELIVERY OF CONTAINER OR BULK MATERIALS. 3.4.5. SUBMIT WRITTEN CERTIFICATE OF QUANTITY AND QUALITY OF PLANT MATERIALS. 4. MATERIALS: 4.1. GENERAL: PROVIDE MATERIALS OF BEST QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS. NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 4.2. PLANTER POT MIX (EXCLUDES RAISED PODIUM PLANTERS): SUPER SOIL - ROD MCLELLAN COMPANY BANDINI #105 - BANDINI FERTILIZER COMPANY 4.3. WEED CONTROL: 4.3.1. PRE -PLANTING HERBICIDE: ROUNDUP OR EQUAL. 4.3.2. PRE -EMERGENT WEED CONTROL: RONSTAR-G, TREFLAN, EPTAM, VEGITEX, OR EQUAL. 4.4. ORGANIC AMENDMENT / COMPOST: 4.4.1. COMPOST WILL BE LOCALLY PRODUCED FROM GREEN WASTE AT A COMPOST FACILITY LICENSED BY THE STATE OF CALIFORNIA. HUMIC COMPOST PRODUCED BY AGRI SERVICE, INC. (800-262-4167) OR EQUAL IS ACCEPTABLE. 4.4.2. COMPOST SHALL BE FREE FROM WEED SEEDS, PESTS AND PATHOGENS AS A RESULT OF THE PATHOGEN REDUCTION PROCESS SPECIFIED BY TITLE 14. 4.4.3. SLUGE-BASED MATERIALS ARE NOT ACCEPTABLE. 4.4.4. THE COMPOST SHALL BE AEROBIC WITHOUT MALODOROUS PRESENCE OF DECOMPOSITION PRODUCTS. 4.4.5. CARBON: NITROGEN RATIO IS LESS THAN 25:1 4.4.6. THE MAXIMUM PARTICLE SIZE SHALL BE 0.5 INCH, 80% OR MORE SHALL PASS A NO. 4 SCREEN FOR SOIL AMENDING. THE MAXIMUM PARTICLE SIZE SHALL BE 0.25 INCH FOR HYDROSEEDING. 4.4.7. COMPOST SHALL CONFORM TO THE FOLLOWING: PH: 6.0-8.0 MOISTURE CONTENT: 30-60 ORGANIC MATTER CONTENT: 50% MIN. BORON CONTENT OF SATURATED EXTRACT: LESS THAN 1.0 PARTS / MILLION SALT CONTENT: LESS THAN 10 MILLIMOHS/CM @ 250 C IN A SATURATED PASTE EXTRACT 4.5. FERTILIZERS AND MINERALS: 4.5.1. PROVIDE COMMERCIAL FERTILIZER: UNIFORM IN COMPOSITION, FREE -FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, DELIVERED TO THE SITE IN UN -OPENED CONTAINERS, EACH FULLY LABELED ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING THE NAME OR MARK OF THE MANUFACTURER. TRI-C (TRI-C ENTERPRISES (800) 927-3311) FERTILIZER AND ORGANIC SOIL AMENDMENTS: 4.5.1.1. SOIL PREPARATION 4.5.1.2. MAINTENANCE *TRI-C FERTILIZER AND ORGANIC SOIL AMENDMENT TYPE SHALL BE BASED ON RECOMMENDATION GIVEN IN THE SOILS ANALYSIS BY'SOIL AND PLANT LABORATORY'. 4.5.2. SOIL SULFUR: FIRST QUALITY COMMERCIAL GRADE. 95% MINIMUM ELEMENTAL SULFUR. 4.5.3. IRON SULFATE [(FE2 (SO4)]: FIRST QUALITY COMMERCIAL GRADE 20% MINIMUM FE, AS METALLIC. 4.5.4. AGRICULTURAL GYPSUM (CALCIUM SULFATE, CA SO4 2HO): FIRST QUALITY COMMERCIAL GRADE, 23% CA. 4.5.5. CALCIUM CARBONATE LIME: FIRST QUALITY COMMERCIAL LIME. 4.5.6. PLANTING PACKS: "BEST-PAKS" 10 GRAM PACKETS WITH A 20-10-5 GRADE AS MANUFACTURED BY SIMPLOT TURF AND HORTICULTURE (800) 992-6066. 4.5.7. MYCORRHIZAL INOCULUM IN PACKETS: 'MYCO PAK" AS MANUFACTURED BY TRI-C ENTERPRISES (800) 927-3311. 4.6. PLANT MATERIAL: 4.6.1. QUALITY: HEALTHY, VIGOROUS, NORMAL HABIT; FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE, SUN SCALDS, BROKEN FOLIAGE, ABRASIONS OF THE BARK, AND OTHER DISFIGUREMENTS. QUALITY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 4.6.2. SIZE: THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABLE NURSERY STOCK FOR SPECIES/VARIETIES SPECIFIED IN THESE PLANS. THE ROOT SYSTEM SHALL FILL THE CONTAINER BUT NOT BE ROOT BOUND. SIZE IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 4.6.3. REJECTION OR SUBSTITUTION: REMOVE REJECTED PLANT MATERIAL FROM THE SITE IMMEDIATELY AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS EXPRESSED CONSENT IS RECEIVED FROM THE OWNER'S REPRESENTATIVE. 4.6.4. PROTECTION: HANDLE AND STORE PLANT MATERIALS TO PROTECT FROM SUN, WIND, AND OTHER INJURIES OR DAMAGE. INJURY OR DAMAGE SHALL BE CAUSE FOR REJECTION EVEN AFTER INITIAL REVIEW. 4.6.5. QUANTITIES: CIRCLES, DOTS, OR OTHER PLANT SYMBOLS USED WITHIN THE PLANS ARE THE AUTHORITY TO PLANT COUNTS AND SHALL DETERMINE QUANTITIES PROVIDED. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS AND/OR "ON CENTER" SPACING TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 4.6.5.1. ADDITIONAL PLANT MATERIAL: THE CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL AS PRESCRIBED IN THE "ADDITIONAL QTY" COLUMN OF THE PLANTING SCHEDULE TO BE PLACED AS NECESSARY IN THE FIELD BY THE LANDSCAPE ARCHITECT. ANY PLANT MATERIAL THAT IS UNUSED SHALL BE CREDITED TO THE OWNER. 4.7. MULCH: 4.8. MULCH: MULCH SHALL BE FINE BARK - FIR/HEMLOCK 1 " MINUS PARTICLE SIZE. MULCH SHALL BE UNTREATED, FREE OF WEEDS AND COMPOSTED FOR 6 MONTHS PRIOR TO INSTALLATION 4.9. ACCESSORIES: 4.9.1. TREE TIES: COMMERCIALLY MANUFACTURED TIES FROM BLACK TIRE CASINGS, CUT TO A MINIMUM 10" LENGTH AND HELD IN PLACE BY 12 GAUGE GALVANIZED WIRE OR SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF 15". SPLIT PLASTIC HOSE SHALL BE "CINCH TIE" OR APPROVED EQUAL. 4.9.2. TREE STAKES: 10' LONG, STRAIGHT GRAINED LODGE POLE PINE, FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUREMENTS, TREATED WITH COPPER NAPTHENATE. 4.9.3. TREE TRUNK PROTECTORS: MANUFACTURED BY V.I.T. COMPANY, INC., 15561 PRODUCT LANE, D-4, HUNTINGTON BEACH, CA, 92649, (714) 891-8338. 4.9.4. GUY WIRES: 12 GAUGE GALVANIZED WIRE; NOT TO BE SPLICED. 4.9.5. GUY WIRE HOSE: 3/8" OR 5/16" X .062" WT POLYETHYLENE TUBING BY WARD MFG., (714) 631-5055. 4.9.6. ROOT BARRIER: CP SERIES - ROOT BARRIER PANELS:.085" THICK, POLYETHYLENE PLASTIC WITH ULTRAVIOLET INHIBITORS, AS MANUFACTURED BY CENTURY ROOT BARRIERS (800) 480-8084. USE MODEL NUMBER CP24-2 ADJACENT TO CURBS AND PAVED SURFACES. USE MODEL NUMBER CP36-2 ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS. 5.1.3. WITHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM THE PIT THE CONTRACTOR, WITH THE OWNER PRESENT, SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 12". IF WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN 9 HOURS A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT A DRAINAGE SYSTEM TO EACH TREE WILL BE REQUIRED. 5.2. WEED CONTROL: 5.2.1. MANUALLY REMOVE ALL EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE. 5.2.2. NO PRE -EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS TO BE SEEDED. 5.2.3. CONTRACTOR SHALL OBTAIN APPROVAL BY THE OWNER TO APPLY ANY HERBICIDE, INSECTICIDE, FUNGICIDE, OR OTHER CHEMICALS TO BE USED ON SITE. CONTRACTOR SHALL ABIDE BY ALL APPLICABLE GOVERNMENTAL STANDARDS REGULATING THE APPLICATION OF ANY CHEMICALS, AND SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. ALL WORKERS APPLYING SUCH CHEMICALS SHALL BE LICENSED IF REQUIRED BY LAW. 5.3. DELIVERY AND STORAGE: 5.3.1. CONTRACTOR SHALL DELIVER SOIL AMENDMENTS TO THE SITE IN THE ORIGINAL UN -OPENED CONTAINERS, BEARING THE MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE NAME OR TRADEMARK, AND STATEMENT INDICATING CONFORMANCE TO STATE AND FEDERAL LAW. IN LIEU OF CONTAINERS, SOIL AMENDMENTS MAY BE FURNISHED IN BULK. A CERTIFICATE INDICATING THE ABOVE INFORMATION SHALL ACCOMPANY EACH DELIVERY. 5.3.2. CONTRACTOR SHALL ARRANGE FOR OWNER'S REPRESENTATIVE TO CERTIFY ALL UN -OPENED FERTILIZER PACKAGES ON SITE. FERTILIZER PACKAGES SHALL NOT BE REMOVED FROM SITE UNTIL AFTER INCORPORATION INTO SOIL AS PER SPECIFICATIONS, AND ONLY WHEN DIRECTED BY OWNER'S REPRESENTATIVE. 5.3.3. CONTRACTOR SHALL STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE. 5.4. SOIL PREPARATION: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO DETERMINE IF SOIL IS TO BE IMPORTED OR IF ON SITE SOIL WILL BE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING AND WEED CONTROL SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. 5.4.1. AMENDING ON SITE SOIL (FOR TURF AND GROUNDCOVER AREAS WITH SLOPES OF 3:1 OR LESS): 5.4.1.1. CROSS -RIP ON GRADE PLANTING AREAS TO A DEPTH OF 10"-12" IN 2 DIRECTIONS. 5.4.1.2. APPLY PER 1,000 SQ. FT. OF PLANTING AREA. THESE RATES MAY BE ADJUSTED BY THE SOILS REPORT AND ARE FOR BIDDING PURPOSES ONLY: ORGANIC AMENDMENT / COMPOST: 2 CU. YARDS TRI-C HUMATE PLUS: 75 LBS. TRI-C ENDO 120: 1-1/2 LBS. COMMERCIAL FERTILIZER 6-20-20: 20 LBS. SOIL SULFUR: 50 LBS. AGRICULTURAL GYPSUM: 100 LBS. 5.4.1.3. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE OF THE AREA TO BE TREATED. INCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPADING, OR ROTO-TILLING, TO A DEPTH OF 6" AND FINE GRADE TO SPECIFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROM ALL PLANTING AREAS, ROCKS AND DEBRIS LARGER THAN 1 " AND REMOVE FROM THE SITE. CLEAN MINERAL AND AMENDMENT STAINS FROM PAVING. 5.4.1.4. MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONDITIONS. 5.4.2. BACKFILL MIX (FOR PLANTING PITS NOT WITHIN RAISED PODIUM PLANTERS): 5.4.2.1. STANDARD BACKFILL MIX: USE IMPORT TOPSOIL, OR ON SITE SOIL BASED ON THE SOILS REPORT. THIS MIX MAY BE ADJUSTED BY THE SOILS REPORT AND IS FOR BIDDING PURPOSES ONLY. BLEND PER CUBIC YARD: TOPSOIUIMPORT SOIL: 3 PARTS BY VOLUME ORGANIC AMENDMENT: 1 PART BY VOLUME TRI-C HUMATE PLUS: 6 LBS. AGRICULTURAL GYPSUM: 5 LBS. COMMERCIAL FERTILIZER 6-20-20: 2 LBS. 5.5. FINISH GRADING: 5.5.1. PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. 5.5.2. WHEN PRELIMINARY GRADING, INCLUDING WEEDING AND FERTILIZING HAS BEEN COMPLETED, AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, PLANTING AREAS SHALL BE GRADED TO UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADES SHALL BE MADE IN THE DIRECTION OF THE FLOW. LOW SPOTS AND POCKETS SHALL BE GRADED TO DRAIN PROPERLY. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING. ROCK AND DEBRIS MORE THAN 1 " IN DIAMETER SHALL BE REMOVED FROM THE SITE. 5.6. PLANTING 5.6.1. TREES, SHRUBS AND VINES: 5.6.1.1. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE PLACEMENT OF ALL PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED: THE CONTRACTOR SHALL LAY OUT PLANT LOCATIONS FOR SHRUBS AND VINES, OR PLACE SPECIFIED QUANTITIES OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON PLANS. CONTRACTOR SHALL LOCATE TREES 24" BOX AND SMALLER WITH MARKER STAKES. CONTRACTOR SHALL LOCATE TREES 30" AND LARGER WITH MARKER STAKES, AND FLAG THE NORTH SIDE OF EACH TREE. CONTRACTOR SHALL HAVE ALL PLANT MATERIAL LOCATED PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENTATIVE. 5.6.1.2. PLANT MATERIALS AS SOON AS SITE IS AVAILABLE AND WEATHER CONDITIONS ARE SUITABLE FOR PERFORMANCE AND THE SEQUENCE OF THE SPECIFICATIONS. DO NOT PLANT IF THE SOIL IS EXCESSIVELY WET. 5.6.1.3. EXCAVATE PLANT PITS 2 TIMES WIDER THAN THE PLANT CONTAINER. EDGES SHALL BE 6" OR MORE AWAY FROM CURBS AND PAVING. 5.6.1.4. SET PLANTS IN CENTER OF PITS, IN VERTICAL POSITION SO THAT CROWN OF PLANT IS 1 " ABOVE ADJACENT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX TO 1/2 THE HEIGHT OF THE ROOT BALL AND WATER. 5.6.1.5. PLANTING PACKETS: PLACE PER THE FOLLOWING SCHEDULE: 1 GAL. 1 10 GRAM PACKET 5 GAL. 3 10 GRAM PACKETS 15 GAL. - 24" BOX 9 10 GRAM PACKETS 30" BOX - 36" BOX 12 10 GRAM PACKETS 42" BOX - 48" BOX 15 10 GRAM PACKETS 54" BOX - 60" BOX 18 10 GRAM PACKETS 5.6.1.6. TRI-C MYCO PAKS (TEABAG): PLACE PER THE FOLLOWING SCHEDULE: 1 GAL. 1 PACKET 5 GAL. 3 PACKETS 15 GAL. - 24" BOX 8 PACKETS 30" BOX - 36" BOX 18 PACKETS 42" BOX - 48" BOX 20 PACKETS 54" BOX - 60" BOX 25 PACKETS NOTE:THERE MUST BE DIRECT CONTACT BETWEEN PLANT'S ROOTS AND MYCO PAKS TO ENCOURAGE INOCULATION. THEREFORE, PLACE PAKS EQUALLY AROUND ROOTBALL WHEN USING MORE THAN 1 PAK. REFER TO MANUFACTURER'S SPECIFICATIONS. 5.6.1.7. CONTINUE BACKFILLING AND FORM SHALLOW BASIN AROUND EACH EDGE OF ROOT BALL BY DEPRESSING SOIL SLIGHTLY BELOW FINISH GRADE. FORM BASIN RIMS, KEEPING RIM WITHIN OUTER EDGES OF ROOT BALL. WATER TO SATURATE ROOTS AND FINISH BACKFILL AROUND ROOT BALL. 5.6.1.8. FINE GRADE AREAS AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSE OF EXCESS SOIL. 5.6.1.9. REMOVE STAKES AND ESPALIER RACKS AND SECURE VINES TO ADJACENT SURFACES AS FOLLOWS: WOOD FENCES, FREE STANDING & RETAINING MASONRY WALLS: USE SCREW EYES OR METAL FASTENERS AND HEAVY DUTY CLEAR PLASTIC TIES (UNLESS OTHERWISE NOTED IN DETAILS). BUILDING WALLS: USE PLASTIC FASTENERS SILICONED TO ADJACENT WALLS WITH HEAVY DUTY CLEAR PLASTIC TIES. 5.6.1.10. TREES SHALL BE PLANTED AT LEAST 5' FROM ANY DRIVEWAY, DRAINAGE FLOW LINE, FIRE HYDRANTS, UNDERGROUND UTILITIES SUCH AS SEWERS, WATERLINES, GAS LINES, AND BUILDINGS. 5.6.1.11. TREES SHALL BE PLANTED AT LEAST 25' FROM ANY STREET INTERSECTIONS, PEDESTRIAN CROSSWALKS, AND 10' FROM STREET LIGHT STANDARDS. 5.6.1.12. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SIGHT PROBLEM FOR VEHICULAR TRAFFIC. 5.6.2. GROUNDCOVER AND ANNUALS: 5.6.2.1. AMEND PLANTING AREA AS NOTED IN "SOIL PREPARATION" ABOVE. 5.6.2.2. PLANT GROUNDCOVER/ANNUAL COLOR TO COVER THE DESIGNATED AREAS AT THE SPECIFIED ON CENTER SPACING. 5.6.2.3. ALL GROUNDCOVER/ANNUAL COLOR SHALL EXTEND UNDERNEATH ALL TREES AND SHRUBS IN PLANTING BEDS. 5.6.2.4. PLANT GROUNDCOVER/ANNUAL COLOR IN STRAIGHT ROWS, EVENLY SPACED USING TRIANGULAR SPACING UNLESS OTHERWISE NOTED ON PLANS. 5.6.2.5. INSTALL 1 - 10 GRAM FERTILIZER PACKET WITH EACH GROUNDCOVER PLANT. 5.6.2.6. MOISTEN SOIL BEFORE PLANTING. RETAIN SLIGHT DEPRESSION AROUND EACH PLANT, FINISH WITH NEAT AND UNIFORM FINISH GRADES. 5.6.2.7. HAND WATER IMMEDIATELY AFTER PLANTING. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE, DURING, OR AFTER INSTALLATION. CONTINUE TO HAND WATER AS REQUIRED FOR 1 MONTH. 5.7. MULCH: 5.7.1. SHRUB AND GROUNDCOVER AREAS EXCLUDING ANNUAL COLOR SHALL RECEIVE 3" OF MULCH, AS SPECIFIED UNDER MATERIALS. 5.8. ACCESSORIES: 5.8.1. TREE TIES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.2. TREE STAKES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.3. TREE TRUNK PROTECTORS: INSTALL TO PROTECT THE LOWEST 4" OF EXPOSED TRUNK. 5.8.4. GUY WIRES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.5. GUY WIRE HOSE: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.6. ROOT BARRIER: INSTALL ADJACENT TO HARDSCAPE AT EACH TREE PLANTED WITHIN 6' OF PAVEMENT, CURBS, WALLS OR BUILDINGS. EXTEND A LENGTH OF 8' FROM THE CENTER OF THE TREE IN EACH DIRECTION PARALLEL WITH HARDSCAPE TO CREATE A LINEAR PLANTING APPLICATION. DO NOT ENCIRCLE ROOT BALLS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. VERTICAL 90 DEGREE ROOT DEFLECTING RIBS ARE ALWAYS FACING THE ROOT BALL. 5.9. MAINTENANCE: 5.9.1. MAINTAIN PROJECT FOR A PERIOD OF 90 CALENDAR DAYS, FOLLOWING THE CORRECTION AND/OR COMPLETION OF PRE -MAINTENANCE WALKTHROUGH PUNCH LIST ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE. MAINTENANCE PERIOD SHALL NOT COMMENCE UNTIL EVIDENCE OF OWNER'S REPRESENTATIVE'S SATISFACTION IS RECEIVED IN WRITING. 5.9.2. MAINTENANCE RESPONSIBILITIES SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, TRIMMING, PRUNING, WATERING, FERTILIZATION, WEED CONTROL, CULTIVATION, PEST CONTROL, LITTER CLEAN-UP, OPERATION / ADJUSTMENT AND REPAIR OF THE IRRIGATION SYSTEM. 5.9.3. THE CONTRACTOR SHALL MAKE WEEKLY (MINIMUM) VISITS TO THE SITE TO PERFORM MAINTENANCE RESPONSIBILITIES. 5.9.4. APPLY COMMERCIAL FERTILIZER AT THE RATE RECOMMENDED BY'SOIL AND PLANT LAB', AS REQUIRED TO ESTABLISH THRIVING PLANTS. 5.9.5. PROTECT NEWLY PLANTED AREAS FROM FOOT TRAFFIC, VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION. REPAIR AND REPLANT DAMAGED AREA, REPLACE DEAD, DAMAGED, OR MISSING PLANTS. 5.9.6. COMPLETION OF MAINTENANCE PERIOD AND PLANT ESTABLISHMENT SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE, IN WRITING, FOLLOWING A FINAL MAINTENANCE WALKTHROUGH. 5.10. CLEAN-UP: 5.10.1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 z w_ J U H U Lu 0 CL L_L w rw V W z O w 2 z O O U w STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT LICENSE NO.1316 EXPIRES ON: 1-20-23 V II L_L w z ^Q Q J Q W 0 W LL REVISIONS O CD Lu cn w w w Ln M LL IS m 0 0 00 0` 0` N QO N Q U 0 0' w w � dj 0 0LU Q LL 0- o RESUBMITTED 3/16/2022 CITY OF AOMMUNITY 0 0 0 0 0 0 0 SHEET TITLE FEDERAL WAY DEVELOPMENT PLANTING SPECIFICATIONS DATE / TIME OF PLOT (PST): 3/10/2022 4:17 PM 5. INSTALLATION: 5.1. PERCOLATION TESTING: 5.1.1. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE OWNER'S REPRESENTATIVE SHALL IDENTIFY A TYPICAL LOCATION FOR 1 OF THE LARGEST SPECIMEN BOX TREES, THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND DETAILS. 5.1.2. WITH THE OWNER PRESENT, THE CONTRACTOR SHALL FILL THE PIT WITH WATER TO A DEPTH OF 12", IF POSSIBLE. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY, WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. FILE NAME: S:\2021 Projects\21-091 Commons Pad F CD's\Landscape\Pending Submittal\21-091_PLANTING SPECIFICATIONS.dwg SHEET NUMBER L3,0 2 1