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2024.11.26 - CK Yelm Civil and Landscape PlansSITE SR 510 TAHOMA BLVD SE KILLION RD SE ON-SITE IMPROVEMENT PLANS FOR CIRCLE K - KILLION RD SE & YELM AVE/SR 510 9548 KILLION RD SE, YELM WA 98597 NORTH PROJECT TEAM LEGAL DESCRIPTION PER TITLE REPORT ESTIMATED EARTHWORK QUANTITIES GEOTECHNICAL REPORT SITE INFORMATION ABBREVIATIONS CO V E R S H E E T C0.0 VERTICAL DATUM © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . 11/27/2024 YE L M & K I L L I O N GE N E R A L N O T E S C1.0 © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . KIMLEY HORN GENERAL NOTES: 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION AND DETAIL SHALL BE FOLLOWED. 2.THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY THE CITY. FOR INSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL APPLY. 3.THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS. 4.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. 5.THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE PROJECT SURVEYOR, AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL REFERENCE THE SAME BENCHMARKS. 6.THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND ENGINEER IMMEDIATELY. 7.IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO THE OWNER AND ENGINEER FOR REVIEW. 8.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING. 9.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORIZONTAL CONTROL. 10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IF APPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 13.CONTRACTOR SHALL CALL WASHINGTON 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY EXCAVATION. 14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE UTILITIES. 15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE UTILITY COMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY THE PRESENCE, LOCATION, ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE ENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH AN EXISTING UTILITY. 16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCH PROPOSED GRADE, RELOCATING EXISTING POLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTING UNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSING WITH A PROPOSED UTILITY, AND ANY OTHERS THAT MAY BE ENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ON THESE PLANS. 17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD AND UNDERGROUND POWER LINE, AND UTILITY POLE ADJUSTMENTS NEEDED. 18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE AND OFF-SITE CONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT. 19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE PAY ITEM. 21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS PERTAINING TO WORK SETBACKS FROM POWER LINES. 22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TO CONSTRUCTION. 23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, GEOTECHNICAL REPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSE IS AVAILABLE. 25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES. 26.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 27.CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. 28.ALL SYMBOLS SHOWN ON THESE PLANS (E.G. FIRE HYDRANT, METERS, VALVES, INLETS, ETC.…) ARE FOR PRESENTATION PURPOSES ONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES AND LOCATIONS WITH APPROPRIATE CITY INSPECTOR. 29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. REFERENCE THE BUILDING PLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND WITHIN THE BUILDING FOOTPRINT. 30.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL FINAL BUILDING DIMENSIONS. 31.THE PROPOSED BUILDING FOOTPRINT(S) SHOWN IN THESE PLANS WAS PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. (KH) BY THE PROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL FOOTPRINT, AND ARE THEREFORE A PRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFY WHAT PART OF THE KIMLEY HORN GENERAL NOTES (CONTINUED): BUILDING THE ARCHITECT'S FOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE, ETC.….) AND TO CONFIRM ITS FINAL POSITION ON THE SITE BASED ON THE FINAL ARCHITECTURAL FOOTPRINT, CIVIL DIMENSION CONTROL PLAN, SURVEY BOUNDARY AND/OR PLAT. ANY DIFFERENCES FOUND SHALL BE REPORTED TO KH IMMEDIATELY. 32.ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL MATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING. 34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR. 38.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES, POLES, GUY WIRES, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER. 39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER. 40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER, INCLUDING AS NECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT. 41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT ARE TO BE RELOCATED DURING CONSTRUCTION. 42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 44.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. 45.SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 46.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS. 47.SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS. 48.CONTRACTOR OFFICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE, TRAILER, STORAGE, AND STAGING OPERATIONS AND LOCATIONS. 49.LIGHT POLES, SIGNS, AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES. 50.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHED GRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING. 52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITY APPURTENANCES TO MATCH ACTUAL FINISHED GRADES AT THE TIME OF PAVING. 53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THE APPROPRIATE CITY OFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY REQUIREMENTS. 54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFIC CONTROL PLAN PRIOR TO THE START OF CONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN. 55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROM THE PLANS. 56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL DEVIATIONS AND VARIATIONS FROM THESE PLANS MADE DURING CONSTRUCTION. 57.ALL UTILITIES (PLUMBING, GAS, SEWER, WATER, ELECTRICITY, TELEPHONE AND OTHER CABLES) MAKING EXCAVATIONS AS DEFINED BY CHAPTER 6, ARTICLE 5 SECTION 6-5-2-2 OF THE 2005 STREET, EXCAVATION AND BARRICADE ORDINANCE ARE REQUIRED TO COMPLY WITH ALL PROVISIONS THEREOF. KIMLEY HORN GENERAL EROSION CONTROL NOTES: 1.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER QUALITY REQUIREMENTS, LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE. 2.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE. 3.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. 4.CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL EROSION CONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE. 5.CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMP EMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE. 6.AS STORM SEWER INLETS ARE INSTALLED ON-SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PER APPROVED DETAILS. 7.THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED. 8.CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING. 9.CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS AND MODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 10.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TO CONTROL DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL PLAN TO INCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN. KIMLEY HORN GENERAL EROSION CONTROL NOTES (CONTINUED): 11. ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER. 12. CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREAS WEEKLY AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TO VERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY. 13. CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN ACCORDANCE WITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE AT ALL TIMES FOR ALL INGRESS/EGRESS. 14. SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT AND DIRT ONTO OFF-SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY. 15. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE A RESULT OF THE CONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THE OFF-SITE ROADWAYS. 16. WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP. 17. CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN FOR ANY ON-SITE DRAINAGE AREAS THAT ARE GREATER THAN 10 ACRES, PER WASHINGTON STATE DEPARTMENT OF ECOLOGY AND CITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON THESE PLANS, THEN THE CONTRACTOR SHALL ARRANGE FOR AN APPROPRIATE DESIGN TO BE PROVIDED. 18. ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR. 19. WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES OR DIRT IS BEING TRACKED ONTO A ROADWAY, THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC RE-GRADING OR NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE. 20. TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF ANY AREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE. 21. CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSE MATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES. 22. UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIAL VEGETATIVE COVER. 23. AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED BY THE CONSTRUCTION SHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS. KIMLEY HORN GENERAL STORM WATER DISCHARGE AUTHORIZATION NOTES: 1.CONTRACTOR SHALL COMPLY WITH ALL WASHINGTON STATE DEPARTMENT OF ECOLOGY AND EPA STORM WATER POLLUTION PREVENTION REQUIREMENTS. 2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY GENERAL PERMIT TO DISCHARGE UNDER THE WASHINGTON POLLUTANT DISCHARGE ELIMINATION SYSTEM. 3.THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO WASHINGTON STATE DEPARTMENT OF ECOLOGY AT LEAST SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TO THE OPERATOR OF ANY MS4 (TYPICALLY THE CITY) RECEIVING DISCHARGE FROM THE SITE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY AND EPA (E.G. NOI). 5.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 6.A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR CERTIFICATIONS, AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY BY THE CONTRACTOR AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 7.A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO WASHINGTON STATE DEPARTMENT OF ECOLOGY BY ANY PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES, A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER A DIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TO THE OPERATOR OF ANY MS4 RECEIVING DISCHARGE FROM THE SITE. KIMLEY HORN GENERAL DEMOLITION NOTES: 1.KH IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN. THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE. 2.KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION PROVIDED BY OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS FOR THE REMOVAL OF THEIR FACILITIES. 3.THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO LEAVE THE SITE IN A STATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THE DEMOLITION PLAN: a.ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER, b.ASBESTOS BUILDING INSPECTION REPORT(S) PROVIDED BY THE OWNER, c.GEOTECHNICAL REPORT PROVIDED BY THE OWNER. d.OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE. 5.5.CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITED REPORTS HAVE BEEN PREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE. 6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY. 7.KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED. 8.SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT, FOUNDATIONS OR WALLS, THAT ARE ALSO TO BE REMOVED. KIMLEY HORN GENERAL GRADING AND DRAINAGE NOTES: 1.THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.CONTRACTOR SHALL OBTAIN ANY REQUIRED GRADING PERMITS FROM THE CITY. 3.UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA REFLECT TOP OF PAVEMENT SURFACE. IN LOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE FOR TOP OF CURB ELEVATION. 4.PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP OF FINISHED GRADE. 5.PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OF DISCREPANCY. 6.ALL FINISHED GRADES SHALL TRANSITION UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN. 7.CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS OF TOP OF THE FINISHED SURFACE. WHEN PERFORMING THE GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS OF PAVEMENT, SIDEWALK, TOPSOIL, MULCH, STONE, LANDSCAPING, RIP-RAP AND ALL OTHER SURFACE MATERIALS THAT WILL CONTRIBUTE TO THE TOP OF FINISHED GRADE. FOR EXAMPLE, THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF THE PAVEMENT SECTION. 8.NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL PROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANT VARIANCE FROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER. 9.ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE. 11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF GRADING. REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S PROPERTY LINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED, ALONG WITH THE RECEIVING LANDOWNER'S APPROVAL TO DO SO. 14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING. CONTRACTOR SHALL REFER TO LANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL. 15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 16.NO EARTHWORK FILL SHALL BE PLACED IN ANY EXISTING DRAINAGE WAY, SWALE, CHANNEL, DITCH, CREEK, OR FLOODPLAIN FOR ANY REASON OR ANY LENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS IS REQUIRED. 17.TEMPORARY CULVERTS MAY BE REQUIRED IN SOME LOCATIONS TO CONVEY RUN-OFF. 18.REFER TO DIMENSION CONTROL PLAN, AND PLAT FOR HORIZONTAL DIMENSIONS. 19.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND CONDITION FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL SOILS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD SPECIFICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR SOILS TESTING. 21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL, CONDITIONING, AND PREPARATION IN THE BUILDING PAD. 24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE PERIMETER OF THE PROPOSED BUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION. 26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER. 27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS NEEDED FOR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL REFER TO THE GENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONAL INFORMATION. 28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN THE FIELD THAT AFFECT THE GRADING PLAN TO THE CIVIL ENGINEER. 29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES, AND PROPOSED SITE GRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK. 30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THE APPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT. 31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILS REGARDING EXISTING TREES TO BE REMOVED AND PRESERVED. 32.NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY, OR CITY HAS OTHERWISE CONFIRMED IN WRITING THAT ONE IS NOT NEEDED FOR THE TREE(S). 33.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM. 34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY AREAS OF POOR DRAINAGE ARE DISCOVERED. 35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS OBTAINED. 11/27/2024 YE L M & K I L L I O N NOTES AND COMMENTS: 1) PURSUANT TO TABLE A, ITEM 2, THE POSTED PROPERTY ADDRESS OF THE SUBJECT PROPERTY IS: 9548 KILLION RD SE 2) PURSUANT TO TABLE A, ITEM 3, BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD INSURANCE RATE MAP NO. 53067CO353E WHICH BEARS AN EFFECTIVE DATE OF OCTOBER 16, 2012 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINA11ON OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 3) PURSUANT TO TABLE A. ITEM 4, THE GROSS LAND AREA OF THE SUBJECT PROPERTY IS: 117,833 SQUARE FEET OR 2.705 ACRES, MORE OR LESS. 4) PURSUANT TO TABLE A, ITEMS 6(A) AND 6(B), PER THE CITY OF YELM PLANNING DEPARTMENT, THIS SITE IS CURRENTLY ZONED C-1 COMMERCIAL: C-1 ZONING REQUIREMENTS FOR THIS SITE: SETBACKS: FRONT: 15 FEET SIDE: 10 FEET REAR: 20 FEET HEIGHT: 40 FEET LOT COVERAGE: PARKING: ONE PER 250 SO. FT. OF GFA. 5) PURSUANT TO TABLE A, ITEM 7, AT TIME OF SURVEY THERE, THERE WERE NO BUILDING ON THE SUBJECT PROPERTY. 6) PURSUANT TO TABLE A. ITEM 9, AT TIME OF SURVEY THERE WAS NO STRIPED / MARKED PARKING SPACES. 7) PURSUANT TO TABLE A, ITEM 10, THERE ARE NO PARTY WALLS ON THE SUBJECT PROPERTY. 8) PURSUANT TO TABLE A. ITEMS 11(A) AND 11(B), THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN HEREON (IN ADDITION TO THE VISIBLE SURFACE FEATURES REQUIRED UNDER SECTION 5.E.iv.) WAS DETERMINED BY PLANS AND/OR REPORTS PROVIDED BY, MARKINGS PROVIDED BY A 811 LOCATE UTILITY, AND MARKINGS PROVIDED BY A PRIVATE UTILITY LOCATE. LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. IN ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR RESULT IN AN INCOMPLETE RESPONSE, IN WHICH CASE THE SURVEYOR SHALL NOTE BELOW HOW THIS AFFECTED THE SURVEYOR'S ASSESSMENT OF THE LOCA11ON OF THE UTILITIES. WHERE ADD111ONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY.. 9) PURSUANT TO TABLE A, ITEM 16, AT THE 11ME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 10) PURSUANT TO TABLE A. ITEM 17, ACCORDING TO THE CITY OF YELM PUBLIC WORKS DEPARTMENT WEBSITE https: //cros7.revize.com/revize/yelmwo/connect/public-works/transportation.php, THERE ARE NO CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY. AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 11) PURSUANT TO TABLE A, ITEM 18, THERE ARE NO APPURTENANT EASEMENTS LISTED IN THE REFERENCED TITLE REPORT. 12) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY. KILLION RD SE AND YELM HIGHWAY 13) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE OWNER SUPPLIED TITLE REPORT. NON-PLOTTABLE EASEMENTS ARE NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR SERVICE IS LIMITED TO REPORTING ON EASEMENT LOCATIONS, WE STRONGLY RECOMMEND LEGAL COUNSEL TO BE RETAINED TO REPORT ON TITLE PAPERS IN THEIR ENTIRETY. 14) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO EVIDENCE OF SITE USE AS A CEMETERY OR BURIAL GROUND. 15) THE RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE. 16) BASIS OF BEARINGS NORTH AMERICAN DATUM OF 1983 (NAD 83)/(2011), WASHINGTON ZONE NORTH AS OBSERVED FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN). 17) THERE ARE NO GAPS, GORES OR OVERLAPS BETWEEN THE SUBJECT PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS OF WAY SHOWN ON THIS SURVEY. 18) TAX MAP PARCEL NO. 21724130100 19) THIS IS AN AS -BUILT SURVEY PREPARED IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS. 20) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN EXTENDED COVERAGE TITLE INSURANCE POLICY. 21) THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" WITHIN THIS SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED OR EXPRESSED. 22) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED MAPS AND DRAWINGS. NO RESPONSIBILITY OR LIABILITY IS EXPRESSED OR IMPLIED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND DRAWINGS. SEE SHEET 2 NATURAL GROUND -,/ / LDS to RIM=2 IE3(S )8=34 6.9T \ i f�gSAy L/S \ \ /� / / J❑\ �/� / qZT ; 0/ PP s.o --, EASEMENT ; / 1 43926418) � Leg s�. 4P41�N'111> IN", i I LEGAL DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF THURSTON, STATE OF WASHINGTON, BEING DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SEC11ON 24, TOWNSHIP 17 NORTH, RANGE 1 EAST OF THE W.M., LYING NORTHEASTERLY OF THE YELM-OLYMPIA ROAD; EXCEPT A 20 FOOT STRIP ALONG THE EAST LINE CONVEYED TO THURSTON COUNTY FOR ROAD PURPOSES; AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OF INTERSECTION OF THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER WITH THE NORTHEASTERLY LINE OF YELM-OLYMPIA ROAD; THENCE EAST 151 FEET ALONG SAID NORTH LINE; THENCE SOUTHWESTERLY 95 FEET TO THE NORTHEASTERLY BOUNDARY LINE OF SAID YELM-OLYMPIA ROAD; THENCE NORTHWESTERLY ALONG SAID NORTHEASTERLY BOUNDARY LINE 107 FEET TO THE POINT OF BEGINNING; IN THURSTON COUNTY, WASHINGTON THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT FOR TITLE INSURANCE NUMBER CTTC220053885 DATED OCTOBER 7, 2022 AND THAT ALL EASEMENTS, COVENANTS AND RESTRIC11ONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPEC11ON OF THE SITE OR OTHERWISE KNOWN TO THE SURVEYOR HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY. CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO, CTTC220053885 SCHEDULE B - EXCEPTIONS: 3) RIGHTS OF THE PUBLIC TO ASPHALT SIDEWALK DISCLOSED BY RECORD OF SURVEY RECORDED MARCH 18, 2005, RECORDING NO. 3717072; AFFECTS SUBJECT PROPERTY, PLOTTED. 4) EASEMENT RECORDED MAY 14, 2007, RECORDING NO. 3926418; AFFECTS SUBJECT PROPERTY, PLOTTED. 5) DEDICATION DEED RECORDED AUGUST 31, 2007, RECORDING NO. 3954999; AFFECTS SUBJECT PROPERTY, PLOTTED. POSSIBLE ENCROACHMENTS: THERE ARE NO ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING PROPERTY ONTO SUBJECT PROPERTY, AND NO ENCROACHMENTS BY IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING PROPERTY OR OVER ANY PLOTTED OR PLOTTABLE EASEMENTS. VERTICAL DATUM: 1) VERTICAL DATUM: NAVD 88 2) REFERENCE BENCHMARK: OBSERVED FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN). ON -SITE TEMPORARY BENCHMARK: SCRIBED X' ON SOUTHWEST HEAD BOLT ON FIRE HYDRANT ELEVATION = 355.53' TOPOGRAPHIC SURVEY NOTES: 1) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF CIVIL ENGINEERING DESIGN. 2) THE CONTOURS SHOWN HEREON WERE DERIVED FROM DIRECT FIELD OBSERVATIONS. 3) THE CONTOUR INTERVAL FOR THIS SURVEY IS 1 FOOT. 4) THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE NSPS STANDARDS FOR TOPOGRAPHIC SURVEYS (APPROVED MARCH 12, 2002). 5) THE BOUNDARY INFORMATION SHOWN ON THIS SURVEY IS BASED UPON RECORD INFORMATION. SURVEYOR'S CERTIFICATION: To: Circle K Stores, Inc. and Chicago Title Company of Washington This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11(a), 11(b), 13, 14, 16, 17, 18, 19 and 20 of Table A thereof. The field work was completed on December 7, 2022. Date of Plat or Map: December 15, 2022. Mitchell Duryea LS 33658 Exp. 9/17/2023 m itch®duryea-associates.com %S� Faso, /X 6'0 2" BRASS Dlf WITH PUNCH MONUMENT CASE 20 / j 12"IE (N)=347.25 / 12"IE (W)=346.90' e \ o NA- U J 0Im LO GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 3" BRASS DISK WITH PUNCH MARKED "SKILLING'S CONNOLLY CONSULTING ENGINEERS AND LAND SURVEYORS LS. 27192" IN MONUMENT CASE VICINITY MAP NOT TO SCALE LEGEND: PROPERTY LINE - - - - - - - - - - - - - EASEMENT LINE B.S.L. BUILDING SETBACK LINE - - CENTERLINE 6" CONCRETE CURB X X FENCE AS NOTED CONCRETE SURFACE "V FIRE HYDRANT ® WATER METER 0 WATER VAULT Qw WATER MANHOLE D4 WATER VALVE MG GAS VALVE QS SANITARY SEWER MANHOLE 000 SANITARY SEWER CLEAN OUT ❑ CATCH BASIN •PP POWER POLE POWER POLE WITH GUY WIRE O TELECOMMUNICATION RISER LIGHT STANDARD ELECTRIC VAULT OR BOX TRAFFIC SIGNAL POLE -� SIGN (N45-15'00"E 200.45') RECORD BEARING AND/OR DISTANCE UNDERGROUND STORM LINE WITH SIZE - - - - - - - - - - UNDERGROUND WATER LINE UNDERGROUND GAS LINE - - - - - - - UNDERGROUND ELECTRIC LINE - J -- - - - - - UNDERGROUND TELECOMMUNICATION LINE E/T OVERHEAD POWER/TELECOMMUNICATION LINE • FOUND AS NOTED - TEMPORARY BENCHMARK (TBM) ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY 3" IRON PIPE IN MONUMENT CASE RIM=350.18\ 8"IE (N)=345.62'- 8"IE (S)=345.76' LEGEND: ---, gsAy \ SG�'nq O RIM=350.25' 8"IE (N)=346.03' 8"IE (S)=346.18' PROPERTY LINE — — — — — — — — — — — — — EASEMENT LINE B.S.L. _ BUILDING SETBACK LINE — — CENTERLINE 6" CONCRETE CURB X X FENCE AS NOTED CONCRETE SURFACE FIRE HYDRANT ® WATER METER ❑w WATER VAULT Qw WATER MANHOLE D4 WATER VALVE MG GAS VALVE QS SANITARY SEWER MANHOLE Oc0 SANITARY SEWER CLEAN OUT ❑ CATCH BASIN •PP POWER POLE (-�PP POWER POLE WITH GUY WIRE ❑* TELECOMMUNICATION RISER LIGHT STANDARD ❑E ELECTRIC VAULT OR BOX TRAFFIC SIGNAL POLE SIGN (N4515'00"E 200.45') RECORD BEARING AND/OR DISTANCE ' — UNDERGROUND STORM LINE WITH SIZE UNDERGROUND WATER LINE — — — — — — - J UNDERGROUND GAS LINE UNDERGROUND ELECTRIC LINE — — — — — — J r . — J — UNDERGROUND TELECOMMUNICATION LINE E/T OVERHEAD POWER/TELECOMMUNICATION LINE • FOUND AS NOTED TEMPORARY BENCHMARK (TBM) 4 /n" GCC ♦ G 20 GBH cs "x,\O GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft . ...... ---- J RIM=350.58' 8"IE (N)=346.03'� ASPHALT SURFACE SEE SHEET 1 3" BRASS DISK WITH PUNCH MARKED "SKILLING'S CONNOLLY `CONSULTING ENGINEERS AND LAND SURVEYORS LS. 27192" D4 OCO OCO N M to � r- W M N b M O Z D4 20.0' EXCEPTION i� M ` N W wlU c A cn u J Q 2 a N IQ\\ �I I 44.2' TW� W V1 W A " J 0 m M a N�y a 1+1 v ZI 0 F--i 1-4 1-4 �I I I I I 3" BRASS DISK WITH PUNCH MARKED "SKILLING'S CONNOLLY CONSULTING ENGINEERS AND LAND SURVEYORS LS. 27192" IN MONUMENT CASE ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) S47 ° 0 4 ' 2 9 " W 87.3 ' N88°15'36"W 399.0' DE M O L I T I O N P L A N C2.0 NORTH © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . GENERAL DEMOLITION NOTES EXISTING UTILITY NOTE CULTURAL RESOURCES REPORT NOTE VERTICAL DATUM PROTECTION NOTES DEMOLITION NOTES SITE INFORMATION LEGEND 11/27/2024 YE L M & K I L L I O N K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) S47 ° 0 4 ' 2 9 " W 87.3 ' N88°15'36"W 399.0' SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F SF S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF LIMITS OF DISTURBANCE TOP OF POND ELEV: 350.00 BOTTOM OF POND ELEV: 346.50 MAXIMUM SIDE SLOPES 3H:1V ER O S I O N & SE D I M E N T C O N T R O L PL A N C3.0 NORTH © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . SF SF SF SUMMARY DESCRIPTION OF ESC BMP'S UTILIZED LEGEND ESC STANDARD PLAN NOTES SF SF SF GENERAL ESC NOTES SUMMARY DESCRIPTION OF ESC BMP'S UTILIZED LEGEND VERTICAL DATUM SITE INFORMATION 11/27/2024 SUMMARY DESCRIPTION OF ESC BMP'S UTILIZED YE L M & K I L L I O N ER O S I O N & SE D I M E N T C O N T R O L DE T A I L S C3.1 © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . 11/27/2024 YE L M & K I L L I O N K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) CA N O P Y ℄ BL D G . ℄ TRANSFORMER PAD (APPROX) W EXCAVATION HOLE 12 K D I E S E L ( 1 0 ' D I A . ) 8K CK CHOICE12K SUL 20K REGULAR S47 ° 0 4 ' 2 9 " W 87.3 ' N88°15'36"W 399.0' 11.0'5.0'9.5' (TYP) 5.0' 28.0' (TYP) 6.0' 20.0' 45.0' 24.0' 12.0'10.5' 5.0' 7.5' 36.5' 11.1' 50.0' 5.0' 12.0' 55.0' 43.5' 5.0' 6.0' 55.0' 6.0' (TYP) 13.7' 10.3' 36.0' 15.5' 34.0' 14.0' 26.0' 8.3'87.1' 36.1' 49.8' 12.0' R10.0' R3.0' R3.0' (TYP) R3.0' R10.0'R10.0'R25.0' R30.0' R10.0' R46.0' R45.0' 40.0' 21.0' 40.0' 95.3' 5556 11.1' SI T E P L A N C4.0 NORTH © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . # LEGEND PARKING / SITE DATA THURSTON COUNTY 21 SPACES 1 SPACE 21 SPACES 1 SPACE REQUIRED PROVIDED N/A 44.7% 1.30 AC ±5,200 SF 102,366 SF / 2.35 AC FUELING STATION WITH CONVENIENCE STORE C-1 5%N/A N/A 4 CONSTRUCTION NOTES SITE INFORMATIONNOTESPARKING PROVIDED 11/27/2024 YE L M & K I L L I O N K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) CA N O P Y ℄ BL D G . ℄ TRANSFORMER PAD (APPROX) W EXCAVATION HOLE 12 K D I E S E L ( 1 0 ' D I A . ) 8K CK CHOICE12K SUL 20K REGULAR S47 ° 0 4 ' 2 9 " W 87.3 ' N88°15'36"W 399.0' TR U C K R O U T I N G PL A N C4.1 NORTH © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . 11/27/2024 YE L M & K I L L I O N Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) > > > >>>>>>> > > > S47 ° 0 4 ' 2 9 " W 87.3 ' N88°15'36"W C5 . 2 1 BIORETENTION 1 BOTTOM AREA: 1,098 SF BOTTOM ELEV: 346.00 TOP ELEV: 349.50 SIDE SLOPE: 3:1 350.91 SW 350.85 TC 350.35 BC 351.02 TC 350.52 BC 352.13 TC 351.63 BC 352.49 TC 351.99 BC 352.89 TC 352.39 BC 353.19 TC 352.69 BC 353.33 TC 352.83 BC 353.74 TC 353.24 BC 353.16 SW 353.09 SW 353.46 SW 353.29 TC 352.79 BC 353.28 TC 352.78 BC 353.28 TC 352.78 BC 353.51 TC 353.01 BC 353.76 TC 353.26 BC 353.50 TC 353.00 BC 351.65 TC 351.15 BC 350.86 FL 351.55 TC 351.05 BC 351.23 TC 350.73 BC 351.31 TC 350.81 BC 350.00 FL 352.17 TC 351.67 BC 353.20 TC 352.70 BC 2.0 4 % 1.6 8 % 1.49 % 1. 7 6 % 1. 5 3 % 1 . 5 2 % 6.99% 351.98 FL 350.83 SW 346.00 FG 126 LF OF @ 2.56% 81 LF OF @ 0.56% 8. 2 6 % 1. 7 5 % 1. 7 6 % 1.8 2 % 11 353.28 SW 353.44 SW 353.45 SW 353.36 SW 353.23 SW 7 1 13 LF OF @ 6.50% 10 10 7 33 . 0 1 % 33 . 3 3 % 33. 3 3 % 33.33% 352.34 FG 352.66 FG 353.52 TC 353.02 BC 353.47 TC 352.97 BC 353.32 TC 352.82 BC 353.20 SW 353.07 SW 353.35 SW 353.45 SW 353.18 SW 353.31 SW 351.36 TC 350.86 BC 351.36 TC 350.86 BC 351.59 FL 352.05 FL 349.50 FL 350.06 FL 351.06 TC 350.56 BC 351.08 SW ME 351.02 SW ME 350.96 TC ME 350.46 BC ME 350.75 SW 350.84 SW 350.54 ME 353.02 SW 353.07 SW 353.49 SW 2 0 . 0 ' B . S . L . 20 . 0 ' B . S . L . 15. 0 ' B . S . L . 10. 0 ' P S E EAS E M E N T 350.49 ME 1.80 % 353.14 SW 5.4 7 % 351.37 TC 350.87 BC 10 9 CB-01 RIM: 352.05 INV OUT: 349.22 CB-02 RIM: 351.59 INV OUT: 348.76 INV: 346.00 5 5 3 3 349.40 FL 1 1 1. 7 0 % 7. 4 6 % 1 . 8 4 % 1.76 % 353.06 SW 351.21 SW ME 351.24 SW ME 351.10 TC ME 350.60 BC ME FFE = 353.50 12(TYP.) 1.86 % 1.13 % 1.8 4 % GR A D I N G P L A N C5.0 © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . NORTH 1950 1950 1.00% FG ME TC FFE BC 1.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. 2.ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. 3.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND SPOKANE COUNTY) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 4.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. 5.ALL PEDESTRIAN SIDEWALKS, PATHWAYS, AND CROSSWALKS SHALL BE CONSTRUCTED NOT TO EXCEED MAX, 2.0 PERCENT CROSS SLOPE, MAX 5.0 PERCENT RUNNING SLOPE. 6.ALL HANDICAP ACCESSIBLE PARKING SPACES SHALL BE CONSTRUCTED NOT TO EXCEED MAX 2.0 PERCENT CROSS SLOPE IN ALL DIRECTIONS. 7.PROPOSED GRADES TO MATCH EXISTING ELEVATIONS AT PROPERTY LINE. 8.CONTRACTOR TO FIELD VERIFY ELEVATIONS AT ALL EXISTING SIDEWALK AND ROAD CONNECTION POINTS WITH ENGINEER OF RECORD BEFORE CONSTRUCTION OF ANY IMPROVEMENTS. 9.FOR EROSION CONTROL NOTES REFER TO SHEET C3.0 - EROSION & SEDIMENT CONTROL PLAN. 10.CONTRACTOR TO ENSURE ADEQUATE COVER REMAINS OVER ALL EXISTING UTILITIES. 11.CONTRACTOR TO VERIFY EXISTING COVER OVER ALL UTILITIES BEFORE START OF CONSTRUCTION AND TO COORDINATE WITH THE ENGINEER OF RECORD PRIOR TO START OF CONSTRUCTION IF DESIGN DOES NOT PROVIDE 36" COVER. 12.ALL EXISTING VALVES, BOXES, MANHOLE LIDS, COVERS, AND SIMILAR APPURTENANCES MUST BE ADJUSTED ACCORDINGLY TO MATCH FINISHED GRADE. 13.MINIMUM 48" SUBGRADE INFILTRATION BENEATH 12-18" OF TREATMENT SOIL PER SECTION 6.7.1 OF THE SRSM. NOTES LEGEND MA T C H L I N E : S E E S H E E T C5 . 1 SW GRADING AND DRAINAGE NOTES 1950 VERTICAL DATUM 11/27/2024 YE L M & K I L L I O N K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) UGE UGE UGE UGE UG E UG E K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) CA N O P Y ℄ BL D G . ℄ TRANSFORMER PAD (APPROX) W EXCAVATION HOLE 12 K D I E S E L ( 1 0 ' D I A . ) 8K CK CHOICE12K SUL 20K REGULAR > > > > > > > > > >>>>>>>>>>> >>>>>> N88°15'36"W 399.0' C5 . 2 2 353.76 TC 353.26 BC 353.75 TC 353.25 BC 353.50 TC 353.00 BC 353.47 TC 352.97 BC 353.60 TC 353.10 BC 353.60 TC 353.10 BC 353.76 TC 353.26 BC 353.04 FG 353.55 TC 353.05 BC 353.30 SW 353.29 SW 353.94 TC 353.44 BC 353.97 TC 353.47 BC 354.08 TC 353.58 BC 354.13 TC 353.63 BC 354.62 TC 354.12 BC 354.60 TC 354.10 BC 354.76 TC 354.26 BC 354.32 SW 355.16 SW ME 354.16 SW 354.53 TC 354.03 BC 354.16 TC 353.66 BC 353.64 TC 353.14 BC 352.83 TC 352.33 BC 351.65 TC 351.15 BC 353.05 FL 352.80 FL 1. 7 6 % 1. 5 3 % 1.1 6 % 1. 2 5 % 1.1 8 % 2.14 % 1.71 %0.97 % 1.6 8 % 1.29 % 17. 1 1 % 8. 6 9 % 345.70 FG 1.4 1 % 1.1 3 % 354.72 SW 355.18 TC 354.68 BC 354.59 TC 354.09 BC 351.98 FL 352.42 FL 2 . 2 7 % 75 LF OF @ 5.92% 353.46 SW 353.42 SW 1. 7 5 % 1.8 2 % 3 . 1 6 % 4353.44 SW 355.34 SW ME 7 4 LF OF @ 6.50% 13 LF OF @ 6.50% 19 LF OF @ 6.50% 10 10 351.64 FL 353.31 SW 353.31 SW 353.29 SW 353.29 SW 353.38 SW 353.39 SW 353.61 SW 354.29 SW 354.38 SW 352.13 TC 351.63 BC 352.16 TC 351.66 BC 353.99 TC 353.49 BC 352.38 FL 353.45 TC 352.95 BC 353.05 FG 353.31 FL 353.76 TC 353.26 BC 353.67 SW 351.97 FL 352.01 FL 353.33 SW 353.38 SW 15.0' B.S.L. 1 5 . 0 ' P S E E A S E M E N T FFE = 353.50 353.44 SW BIORETENTION 2 BOTTOM AREA: 1,199 SF BOTTOM ELEV: 345.70 TOP ELEV: 349.20 SIDE SLOPE: 3:1 11 10 10 10 10 9 9 9 9 CB-04 RIM: 352.80 INV OUT: 350.13 CB-03 RIM: 351.17 INV IN: 348.31 INV OUT: 348.31 OIL/WATER SEPARATOR RIM: 349.17 INV IN: 348.06 INV OUT: 348.06 INV: 345.70 INV: 345.70 INV: 347.78 INV: 346.92 6 5 5 4 3 4 LF OF @ 6.49% 3 3 3 2 1 349.40 FL 349.20 FL 1 1 353.92 TC 353.42 BC 355.59 FG 355.71 FG 355.28 FG 355.38 SW ME 356.09 SW ME 355.70 SW ME 33.33% 33 . 3 3 % 33 . 3 3 % 33.33% 354.84 SW ME 354.85 SW ME 354.81 TC ME 354.31 BC ME 354.30 SW ME 354.69 SW 353.78 SW ME 353.75 SW ME 354.20 TC ME 353.70 BC ME 354.12 SW ME 354.40 SW ME 354.12 SW 1 353.19 FL 354.44 FL FFE = 353.50 12 (TYP.) 1.8 4 % 1. 6 6 % 1.12% 1.38% 1. 2 9 % GR A D I N G P L A N C5.1 NORTH © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . 1.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. 2.ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. 3.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND SPOKANE COUNTY) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 4.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. 5.ALL PEDESTRIAN SIDEWALKS, PATHWAYS, AND CROSSWALKS SHALL BE CONSTRUCTED NOT TO EXCEED MAX, 2.0 PERCENT CROSS SLOPE, MAX 5.0 PERCENT RUNNING SLOPE. 6.ALL HANDICAP ACCESSIBLE PARKING SPACES SHALL BE CONSTRUCTED NOT TO EXCEED MAX 2.0 PERCENT CROSS SLOPE IN ALL DIRECTIONS. 7.PROPOSED GRADES TO MATCH EXISTING ELEVATIONS AT PROPERTY LINE. 8.CONTRACTOR TO FIELD VERIFY ELEVATIONS AT ALL EXISTING SIDEWALK AND ROAD CONNECTION POINTS WITH ENGINEER OF RECORD BEFORE CONSTRUCTION OF ANY IMPROVEMENTS. 9.FOR EROSION CONTROL NOTES REFER TO SHEET C3.0 - EROSION & SEDIMENT CONTROL PLAN. 10.CONTRACTOR TO ENSURE ADEQUATE COVER REMAINS OVER ALL EXISTING UTILITIES. 11.CONTRACTOR TO VERIFY EXISTING COVER OVER ALL UTILITIES BEFORE START OF CONSTRUCTION AND TO COORDINATE WITH THE ENGINEER OF RECORD PRIOR TO START OF CONSTRUCTION IF DESIGN DOES NOT PROVIDE 36" COVER. 12.ALL EXISTING VALVES, BOXES, MANHOLE LIDS, COVERS, AND SIMILAR APPURTENANCES MUST BE ADJUSTED ACCORDINGLY TO MATCH FINISHED GRADE. 13.MINIMUM 48" SUBGRADE INFILTRATION BENEATH 12-18" OF TREATMENT SOIL PER SECTION 6.7.1 OF THE SRSM. NOTES MA T C H L I N E : S E E S H E E T C5 . 0 1950 1950 1.00% FG ME TC FFE BC LEGEND SW 1950 GRADING AND DRAINAGE NOTES VERTICAL DATUM SITE INFORMATION 11/27/2024 YE L M & K I L L I O N TY P I C A L D R A I N A G E CR O S S S E C T I O N S C5.2 © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . BIORETENTION POND 1 - WEST TO EAST PROFILE1 C5.2 NOT TO SCALE BIORETENTION BASIN 2 - EAST TO WEST PROFILE2 C5.2 NOT TO SCALE SITE INFORMATION 11/27/2024 YE L M & K I L L I O N K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) UGE UGE UG E S47 ° 0 4 ' 2 9 " W 87.3 ' N88°15'36"W 399.0' K I L L I O N R O A D S E (M A J O R C O L L E C T O R ) Y E L M A V E N U E / S R 5 1 0 ( M I N O R A R T E R I A L ) CA N O P Y ℄ BL D G . ℄ TRANSFORMER PAD (APPROX) W EXCAVATION HOLE 12 K D I E S E L ( 1 0 ' D I A . ) 8K CK CHOICE12K SUL 20K REGULAR FFE = 353.50 UT I L I T Y P L A N C6.0 NORTH © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . LEGEND DOMESTIC WATER CONSTRUCTION NOTES GENERAL NOTES DRY UTILITY CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES UGE UGE UTILITY NOTES 1.SEE MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING. 2.REFER TO CITY OF YELM STANDARD AND DETAILS FOR TRENCHING, BEDDING, BACKFILL, AND TRENCH COMPACTION REQUIREMENTS. 3.REFER TO ARCHITECTURAL/MEP PLANS FOR LOCATION AND SIZING OF SLEEVES FOR FRANCHISE UTILITIES, IRRIGATION, ETC. 4.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 5.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: PRIVATE: PVC SDR 35 PER ASTM D 3034 6.WATER LINES SHALL BE AS FOLLOWS: PRIVATE (2 INCH): HIGH DENSITY POLYETHYLENE (HDPE), 200 PSI, CTS, SDR 9, OR TYPE "K" COPPER PRIVATE (SMALLER THAN 2 INCHES): SEAMLESS, SOFT-ANNEALED, TYPE "K" SOFT COPPER, ASTM B88 8.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF YELM WITH REGARDS TO MATERIALS AND INSTALLATION OF UTILITIES AND UTILITY CROSSINGS. 9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEFLECT ELECTRIC, GAS, CABLE, AND TELEPHONE CONDUIT AND PIPING AS REQUIRED TO AVOID UTILITY CONFLICTS. 10.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 11.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS, INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CITY CODES AND/OR UTILITY SERVICE COMPANIES. 12.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS IN REGARDS TO TAPS, HYDRANTS, VALVES, ETC. 13.CONTRACTOR IS RESPONSIBLE FOR PAVEMENT REPLACEMENT REQUIRED FOR ALL UTILITY INSTALLATIONS PER CITY STANDARDS. 14.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3 FEET COVER ON ALL WATER LINES OR AS PER CITY OF YELM REQUIREMENTS. SITE INFORMATION 11/27/2024 YE L M & K I L L I O N © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . Pl o t t e d B y : Pr o f f i t t , S y d n e y S h e e t S e t : CK Y E L M C D s L a y o u t : C7 . 0 D E T A I L S No v e m b e r 2 6 , 2 0 2 4 0 6 : 5 1 : 0 5 p m K: \ S E A _ C i v i l \ S E A _ D S \ 0 9 0 0 9 0 - C i r c l e K W A \ 0 9 0 0 9 0 0 0 0 - C i r c l e K Y e l m A v e & K i l l o n \ C A D \ P l a n S h e e t s \ C o n s t r u c t i o n D o c u m e n t s \ C 7 . 0 - D E T A I L S . d w g DE T A I L S C7.0 20 ' - 0 " O R A S R E Q U I R E D 4" OR 8". SEE PLAN. 20° 2' - 8 " 4' - 4 " 9"15"15" 4"4" 15" 8" 28 " NON REFLECTIVE LATEX PAINT. SEE NOTES BELOW. TYPICAL PAVEMENT STRIPING NON REFLECTIVE LATEX PAINT. SEE NOTES BELOW. TRAFFIC ARROW TYPICAL LETTER NOTE: 1.PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS. 2.PAVEMENT MARKINGS SHALL BE WHITE ON ASPHALT AND YELLOW ON ON CONCRETE, UNLESS STATED OTHERWISE. TYPICAL PAVEMENT MARKINGS N.T.S. NOTE: EXPANSION JOINTS PER INDUSTRY STANDARD. 4" DIA. BOLLARD, TYP., SEE DETAIL THIS SHEET 6'-0" TYP. 1' - 9 " TYP.FRONT CONCRETE & BOLLARD N.T.S. FILL POST WITH CONCRETE 3' - 6 " 6' - 6 " 1'-0" 4" 2' - 8 " 4" SCH. 40 STEEL PIPE CONCRETE FILLED BOLLARD CAULK SEAL BOLLARD COVER BASE, TYP. FOAM WRAP, TYP. BOLLARD COVERED WITH "BLACK POST GUARD PLASTIC SLEEVE" 3" M I N . 2500 PSI P.C. CONCRETE MINIMUM, TYP. 4" BOLLARD N.T.S. 2'-2" 2' - 4 " 1'-8" 2' - 4 " 2" DIA. STEEL PIPE BIKE RACK, PRIMED & PAINTED 2 1/2" CONT. STEEL PLATE, PRIMED & PAINTED, WELD TO STEEL PIPE. 4" CONC. PAVING ON 4" A.B.C. 1/2" EXPANSION BOLT @ 26" O.C. 2 1/2" CONT. STEEL PLATE, PRIMED & PAINTED, WELD TO STEEL PIPE. 2" DIA. STEEL PIPE BIKE RACK, PRIMED & PAINTED 2'-2" 27 " M A X I M U M 2'-2" BIKE RACK N.T.S. NOTES: 1.CONCRETE SHALL BE 2500 PSI. 2.ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3.CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C. 4.WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. SUBGRADE COMPACTION PER PLAN 1/2" R 1" R PROPOSED PAVEMENT PER PLAN 6" 9" HEIGHT PER PLAN SIDEWALK WHERE SHOWN 1. 5 0 ' LANDSCAPE WHERE SHOWN CONCRETE CURB N.T.S. TYPICAL SLAB AT GRADE N.T.S. TRUNCATED DOME PLAN TRUNCATED DOME SECTION 1.20" 2.35" 1. 2 0 " 2. 3 5 " 0.9" AT BASE 0.45" AT TOP 0. 2 " H I G H 0. 6 5 " NOTES: 1.CONTRACTOR TO REFERENCE MANUFACTURERS GUIDELINES FOR INSTALLATION OF TRUNCATED DOMES. 2.COLOR TO BE YELLOW UNLESS NOTED OTHERWISE HANDICAP ACCESSIBLE SIGN LOCATION AS DEPICTED ON SITE PLAN 4" PAINTED BLUE STRIPING 4" BLUE STRIPE. at 2'-0" O.C. NOTE: REFER TO PLAN FOR DETAILED LAYOUT AND DIMENSIONS TYPICAL ACCESSIBLE STRIPING N.T.S. ACCESSIBLE SIGN MOUNTED IN BOLLARD N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. TRUNCATED DOME N.T.S. 12" COMPACTED SUBGRADE 6" AGGREGATE BASE COURSE MATERIAL PER WSDOT 4-02. REFER TO GEOTECH REPORT. HEAVY DUTY ASPHALT PAVEMENT SECTION 4" ASPHALT PAVEMENT PER WSDOT 5-04 HOT MIX ASPHALT. REFER TO GEOTECH REPORT. TACK COAT 12" COMPACTED SUBGRADE 6.5" PORTLAND CEMENT CONCRETE PER WSDOT 5-05. 4000 PSI MIN. REFER TO GEOTECH REPORT. HEAVY DUTY CONCRETE PAVEMENT SECTION * REFER TO GEOTECH REPORT BY MOORE TWINING ASSOCIATES, INC. ON MARCH 20, 2024 FOR FURTHER INFORMATION. 6" AGGREGATE BASE COURSE MATERIAL PER WSDOT 4-02. REFER TO GEOTECH REPORT. * ACCESSIBLE VAN PARKING RESERVED FINE $250 MINIMUM NOTES: 1.SIGNS SHALL CONFORM WITH THE MOST CURRENT CITY OF YELM STANDARDS THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED PER CBC SECTION 11B-502.6 OR PER LOCAL CODE 12" X 6" 12" X 9" R7-8 SIGN BASE PER SIGN BASE DETAIL ON THIS SHEET 80 " A B O V E SU R R O U N D I N G GR A D E ACCESSIBLE PARKING SIGN N.T.S. 12"Ø 36 " SINGLE POST ED G E O F T R A V E L W A Y 4'-0" GROUND SURFACE 2500 PSI CONCRETE BASE 4' - 0 " 4' - 0 " PAVED SURFACE 18"Ø USE 6" DIA. STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNED AND PAINTED TRAFFIC YELLOW SLOPE TOP OF CONCRETE 2500 PSI CONCRETE BASE SINGLE POST WITH BOLLARD 3" DIA. STEEL POST SIGN BASE DETAIL N.T.S. 5' 5' 11/27/2024 YE L M & K I L L I O N © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . Pl o t t e d B y : Pr o f f i t t , S y d n e y S h e e t S e t : CK Y E L M C D s L a y o u t : C7 . 1 D E T A I L S No v e m b e r 2 6 , 2 0 2 4 0 6 : 5 1 : 0 8 p m K: \ S E A _ C i v i l \ S E A _ D S \ 0 9 0 0 9 0 - C i r c l e K W A \ 0 9 0 0 9 0 0 0 0 - C i r c l e K Y e l m A v e & K i l l o n \ C A D \ P l a n S h e e t s \ C o n s t r u c t i o n D o c u m e n t s \ C 7 . 0 - D E T A I L S . d w g DE T A I L S C7.1 NOTES: 1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT. 2.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE CURB RAMP AND 2' DEEP. GROOVED SURFACES ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING DEPARTMENT. REFER TO TRUNCATED DOMES DETAIL AND REQUIREMENTS IN THE INTERNATIONAL BUILDING CODE. 3.PARALLEL CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING 36" DEEP ALONG THE FLUSH TRANSITION BETWEEN STREET AND SIDEWALK. REFER TO TRUNCATED DOMES DETAIL. 4.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET OR EXCEED LOCAL REGULATIONS. 5.CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT. 6.CURB RAMPS SHALL BE CONCRETE WITH STRENGTH OF 4000 PSI. 7.INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS. 8.WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. 9.NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. 10.CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. 11.TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ROUTE. 12.DIAGONAL CURB RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 4' M I N 4' M I N DETECTABLE WARNING (SEE NOTE 2) LANDING TRANSITION VALLEY GUTTER TO MEET ADA REQUIREMENTS. BEGIN TRANSITION AS NECESSARY TO MAINTAIN FLOW LINE THROUGH THE TRANSITION AREA. 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE 4' M I N 4' M I N DETECTABLE WARNING (SEE NOTE 2) LANDING TRANSITION VALLEY GUTTER TO MEET ADA REQUIREMENTS. BEGIN TRANSITION AS NECESSARY TO MAINTAIN FLOW LINE THROUGH THE TRANSITION AREA. 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE WIDT H P E R P L A N (4' M I N ) 2' 4' M I N DETECTABLE WARNING (SEE NOTE 2 AND 3) BUILDING WALL OR 6"X6" CURB OR PLANTER 4' M I N 4' M I N LANDING LANDING TRANSITION VALLEY GUTTER TO MEET ADA REQUIREMENTS. BEGIN TRANSITION AS NECESSARY TO MAINTAIN FLOW LINE THROUGH THE TRANSITION AREA. 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE DIAGONAL CURB RAMP IN-LINE CURB RAMP DOUBLE RAMP CURB RAMP ACCESSIBLE RAMP DETAILS LANDSCAPE WHERE SHOWN SIDEWALK WHERE SHOWN 1/2" R 1" R PROPOSED PAVEMENT PER PLAN 24" 6" 6" 1/2" R 1" BATTER 4" 12 " 1" BATTER 1/2"R SUBGRADE COMPACTION PER PLAN NOTES: 1.CONCRETE SHALL BE 2500 PSI. 2.ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3.CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C. 4.WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. N.T.S. CONCRETE CURB & GUTTER DETAIL 11/27/2024 YE L M & K I L L I O N © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . Pl o t t e d B y : Pr o f f i t t , S y d n e y S h e e t S e t : CK Y E L M C D s L a y o u t : C7 . 2 D E T A I L S No v e m b e r 2 6 , 2 0 2 4 0 6 : 5 1 : 1 5 p m K: \ S E A _ C i v i l \ S E A _ D S \ 0 9 0 0 9 0 - C i r c l e K W A \ 0 9 0 0 9 0 0 0 0 - C i r c l e K Y e l m A v e & K i l l o n \ C A D \ P l a n S h e e t s \ C o n s t r u c t i o n D o c u m e n t s \ C 7 . 0 - D E T A I L S . d w g DE T A I L S C7.2 VARIES' A PLAN SECTION A-A A CURB CUT CURB CURB CUT GEOTEXTILE NOTES: 1. THE FILTER FABRIC SHALL MEET THE REQUIREMENTS IN MATERIAL SPECIFICATIONS 592 GEOTEXTILE TABLE 1 OR 2, CLASS I, II, OR III. 2. THE RIPRAP SHALL BE PLACED ACCORDING TO CONSTRUCTION SPECIFICATION 61 LOOSE ROCK RIPRAP. THE ROCK MAY BE EQUIPMENT PLACED. BOTTOM OF CURB PER PLAN PROPOSED 6" CURB RIP RAP TO PROVIDE SCOUR PROTECTION TO VEGETATIVE SWALES GEOTEXTILE TO BE INSTALLED UNDER RIP RAP VAR I E S 0.5' 1 . 0 ' 1.0' CURB CUT #4 BARS 18" O.C. 6" PER PLAN 1" 1" BATTER 1/2" R NOTE: CONCRETE SHALL BE 3000 PSI. SEE DETAIL 1 HEREON FOR HD CONCRETE BASE AND SUBGRADE PREPARATION. VALLEY GUTTER 11/27/2024 YE L M & K I L L I O N © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . Pl o t t e d B y : Pr o f f i t t , S y d n e y S h e e t S e t : CK Y E L M C D s L a y o u t : C7 . 3 D E T A I L S No v e m b e r 2 6 , 2 0 2 4 0 6 : 5 1 : 3 2 p m K: \ S E A _ C i v i l \ S E A _ D S \ 0 9 0 0 9 0 - C i r c l e K W A \ 0 9 0 0 9 0 0 0 0 - C i r c l e K Y e l m A v e & K i l l o n \ C A D \ P l a n S h e e t s \ C o n s t r u c t i o n D o c u m e n t s \ C 7 . 0 - D E T A I L S . d w g DE T A I L S C7.3 11/27/2024 YE L M & K I L L I O N © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . Pl o t t e d B y : Pr o f f i t t , S y d n e y S h e e t S e t : CK Y E L M C D s L a y o u t : C7 . 4 D E T A I L S No v e m b e r 2 6 , 2 0 2 4 0 6 : 5 1 : 3 7 p m K: \ S E A _ C i v i l \ S E A _ D S \ 0 9 0 0 9 0 - C i r c l e K W A \ 0 9 0 0 9 0 0 0 0 - C i r c l e K Y e l m A v e & K i l l o n \ C A D \ P l a n S h e e t s \ C o n s t r u c t i o n D o c u m e n t s \ C 7 . 0 - D E T A I L S . d w g DE T A I L S C7.4 11/27/2024 YE L M & K I L L I O N © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . Pl o t t e d B y : Pr o f f i t t , S y d n e y S h e e t S e t : CK Y E L M C D s L a y o u t : C7 . 5 D E T A I L S No v e m b e r 2 6 , 2 0 2 4 0 6 : 5 1 : 5 2 p m K: \ S E A _ C i v i l \ S E A _ D S \ 0 9 0 0 9 0 - C i r c l e K W A \ 0 9 0 0 9 0 0 0 0 - C i r c l e K Y e l m A v e & K i l l o n \ C A D \ P l a n S h e e t s \ C o n s t r u c t i o n D o c u m e n t s \ C 7 . 0 - D E T A I L S . d w g DE T A I L S C7.5 11/27/2024 YE L M & K I L L I O N © CI R C L E K - YE L M & K I L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . Pl o t t e d B y : Pr o f f i t t , S y d n e y S h e e t S e t : CK Y E L M C D s L a y o u t : C7 . 6 D E T A I L S No v e m b e r 2 6 , 2 0 2 4 0 6 : 5 2 : 0 7 p m K: \ S E A _ C i v i l \ S E A _ D S \ 0 9 0 0 9 0 - C i r c l e K W A \ 0 9 0 0 9 0 0 0 0 - C i r c l e K Y e l m A v e & K i l l o n \ C A D \ P l a n S h e e t s \ C o n s t r u c t i o n D o c u m e n t s \ C 7 . 0 - D E T A I L S . d w g DE T A I L S C7.6 11/27/2024 YE L M & K I L L I O N UGE UGE UG E S47 ° 0 4 ' 2 9 " W 87.3 ' N88°15'36"W 399.0' 12-93-00 12-93-01 04-22-00 TRANSFORMER PAD (APPROX) W EXCAVATION HOLE 12 K D I E S E L ( 1 0 ' D I A . ) 8K CK CHOICE12K SUL 20K REGULAR > > > > > > >>>>>>>>>> > > >>>> PROPOSED PSE EASEMENT PROPOSED PSE EASEMENT PROPOSED 8' WIDE MONUMENT SIGN PROPOSED BIKE RACK SEE CIVIL DRAWINGS FOR DETAILS PROPOSED TRASH ENCLOSURE PROPOSED 8' WIDE MONUMENT SIGN PROPOSED LANDSCAPE SCREEN WALL CON. TW: 355' PROPOSED LANDSCAPE SCREEN WALL CON. TW: 356' PROPOSED LANDSCAPE SCREEN WALL CON. TW: 355' PROPOSED LANDSCAPE SCREEN WALL CON. TW: 356' PROPOSED LANDSCAPE SCREEN WALL CON. TW: 355' PROPOSED BOLLARDS SEE CIVIL DRAWINGS FOR DETAILS LANDSCAPE CODE DENSE BARRIERS MIN 15' WIDTH PERIMETER LANDSCAPE NO MORE THAN 50% DECIDUOUS STREETSCAPES (GROUND COVERS) GROUNDCOVER SHALL BE A MINIMUM FOUR-INCH POTS SPACED 18 TO 20 INCHES ON CENTER OR ONE-GALLON POTS AT 20 INCHES ON CENTER. STREETSCAPES (SHRUBS) LOW GROWTH SHRUBS SHALL BE ONE-GALLON POTS AT THREE FEET ON CENTER. SHRUBS SHALL BE 18 TO 24 INCHES IN HEIGHT AT FIVE FEET ON CENTER OR THREE-GALLON POT AT FIVE FEET ON CENTER. STREETSCAPES (TREES) TREES SHALL BE SPACED 35 FEET ON CENTER STARTING 15 FEET FROM THE PROPERTY LINE. SPECIES CHOICE AND PLANT MATERIAL STANDARDS. ALL LANDSCAPING SHALL INCLUDE AT LEAST 75 PERCENT OF GROUNDCOVER AND SHRUBS, AND 50 PERCENT OF TREES THAT ARE NATIVE OR NONINVASIVE. CONT. A MINIMUM OF 60 PERCENT OF THE TREES MUST BE DECIDUOUS AND 40 PERCENT EVERGREEN. UP TO 100 PERCENT OF THE TREES MAY BE DECIDUOUS. CONT. AT LEAST 60 PERCENT OF ALL LANDSCAPING SHALL BE DROUGHT TOLERANT CONT. WHEN THE WIDTH OF ANY LANDSCAPE STRIP IS 20 FEET OR GREATER, THE REQUIRED TREES SHALL BE STAGGERED IN TWO OR MORE ROWS. SYMBOL QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE TREES 2 ACER CIRCINATUM VINE MAPLE B & B MULTI TRUNK 8` HT MIN 2 ACER PALMATUM JAPANESE MAPLE B & B MULTI TRUNK 10` HT MIN 1 ACER X FREEMANII FREEMAN MAPLE B & B 1.75" CAL MIN 1 CARPINUS BETULUS `FASTIGIATA` 35'H X 25'W. COLUMNAR SHAPE. SPACE 25-30' O.C. UPRIGHT EUROPEAN HORNBEAM B & B 1.75" CAL MIN 10` HT MIN 1 CERCIS CANADENSIS EASTERN REDBUD B & B MULTI TRUNK 8` HT MIN 1 GINKGO BILOBA `AUTUMN GOLD`AUTUMN GOLD MAIDENHAIR TREE B & B 1.75" CAL MIN 8 MALUS FLORIBUNDA `SNOWDRIFT`FLOWERING CRABAPPLE B & B 1.75" CAL MIN 50 THUJA OCCIDENTALIS `SMARAGD`EMERALD GREEN ARBORVITAE B & B 5` HT MIN 1 THUJA PLICATA WESTERN RED CEDAR B & B 6` HT MIN SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE SHRUBS 60 BERBERIS X GLADWYNESIS 'WILLIAM PENN'WILLIAM PENN BARBERRY 3 GAL PER PLAN 48 PEROVSKIA ATRIPLICIFOLIA `BLUE SPIRE`BLUE SPIRE RUSSIAN SAGE 1 GAL 36" O.C. 24 VIBURNUM X BURKWOODII BURKWOOD VIBURNUM 3 GAL PER PLAN 62 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL PER PLAN GRASS 120 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL PER PLAN PLANT SCHEDULE PARKING LOT CODE MINIMUM OF AT LEAST 24 SQUARE FEET OF LANDSCAPE DEVELOPMENT FOR EACH PARKING STALL EACH AREA OF LANDSCAPING MUST CONTAIN AT LEAST 100 SQUARE FEET OF AREA AND MUST BE AT LEAST SIX FEET IN ANY DIRECTION. NO PARKING STALL SHALL BE LOCATED MORE THAN 50 FEET FROM A TREE ALL PARKING AREAS LOCATED ADJACENT TO ANY PRIVATE STREET OR PUBLIC RIGHT-OF-WAY SHALL PROVIDE A MINIMUM FIVE-FOOT PLANTED BUFFER STRIP BETWEEN THE PARKING AREA AND THE PRIVATE STREET OR PUBLIC RIGHT-OF-WAY. CODE DESCRIPTION QTY 04 MASONRY RIVER ROCK VENEER SCREEN WALL, 20 FT LENGTH. SEE DETAIL 12 FURNISHINGS ANOVA D1640C ROUND EXPANDED STEEL TABLE, PEDESTAL SURFACE MOUNT. 29IN.H X 76IN.DIA. FRAME: BLACK GLOSS TABLE TOP: PINE GLOSS SEAT: PINE GLOSS 1 ANOVA F1402 ROUND EXPANDED STEEL ADA TABLE, PEDESTAL SURFACE MOUNT, 29"H X 76"DIA. FRAME: BLACK TABLE TOP: PINE SEAT: PINE 1 04-22-00 12-93-00 12-93-01 REFERENCE NOTES SCHEDULE 4 MULCH 5115 SFNOT SHOWN WOOD CHIP MULCH NOTE: IN ALL LANDSCAPE AREAS AND 3' WOOD CHIPS MULCH RINGS AROUND TREES GRASS 987 SCHIZACHYRIUM SCOPARIUM LITTLE BLUE STEM 12" o.c. GROUND COVERS 22,485 SF NORTHWEST GRASS MIX NORTHWEST MEADOWSCAPES CONSERVATION SEED CO. MOLATE RED FESCUE SEEDS (FESTUCA RUBRA VAR. ‘MOLATE’) NATIVE SEED MIX 9,220 SF RETENTION BASIN MIX TALL FESCUE © CI R C L E K - Y E L M & KI L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . PR E L I M I N A R Y , N O T FO R C O N S T R U C T I O N LA N D S C A P E P L A N L5.0 NORTH CI R C L E K - YE L M & K I L L I O N © CI R C L E K - Y E L M & KI L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . PR E L I M I N A R Y , N O T FO R C O N S T R U C T I O N LA N D S C A P E N O T E S L5.1 A.SCOPE OF WORK 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B.PROTECTION OF EXISTING STRUCTURES 1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP) DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MAINTENANCE OF TRAFFIC (MOT) THAT MAY BE REQUIRED FOR THE PROJECT. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. C.PROTECTION OF EXISTING PLANT MATERIALS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF FOUR HUNDRED DOLLARS ($400) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. D.MATERIALS 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT TOPSOIL MIX ONE (1) CUBIC FOOT PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 2.PLANT MATERIALS a.FURNISH NURSERY-GROWN PLANTS TRUE TO GENUS, SPECIES, VARIETY, CULTIVAR, STEM FORM, SHEARING, AND OTHER FEATURES INDICATED IN PLANT SCHEDULE SHOWN ON DRAWINGS AND COMPLYING WITH ANSI Z60.1; AND WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF AND FREE OF DISEASE, PESTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. b.TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. c.NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE PROJECT LANDSCAPE ARCHITECT. ANY ROW TREES MUST BE APPROVED BY OFFICE OF THE CITY FORESTER. d.PROVIDE PLANTS OF SIZES, GRADES, AND BALL OR CONTAINER SIZES COMPLYING WITH ANSI Z60.1 FOR TYPES AND FORM OF PLANTS REQUIRED. PLANTS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO PROJECT LANDSCAPE ARCHITECT WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. e.PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. f.TREES WITH DAMAGED, CROOKED, OR MULTIPLE LEADERS; TIGHT VERTICAL BRANCHES WHERE BARK IS SQUEEZED BETWEEN TWO BRANCHES OR BETWEEN BRANCH AND TRUNK ("INCLUDED BARK"); CROSSING TRUNKS; CUT-OFF LIMBS MORE THAN 3 4 INCH (19 MM) IN DIAMETER; OR WITH STEM GIRDLING ROOTS WILL BE REJECTED. g.FURNISH TREES AND SHRUBS WITH ROOTS BALLS MEASURED FROM TOP OF ROOT BALL, WHICH SHALL BEGIN AT ROOT FLARE ACCORDING TO ANSI Z60.1. ROOT FLARE SHALL BE VISIBLE BEFORE PLANTING. h.LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE, AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES. INCLUDE NOMENCLATURE FOR HYBRID, VARIETY, OR CULTIVAR, IF APPLICABLE FOR THE PLANT AS SHOWN ON DRAWINGS. i.IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS IS SHOWN ON DRAWINGS, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD, AND NUMBER THE LABELS TO ASSURE SYMMETRY IN PLANTING. E.SOIL MIXTURE 1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 2.SOIL MIXTURE SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT OPENINGS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER, HAVE A PH BETWEEN 5.5 AND 8.0, AND SOLUBLE SALTS LESS THAN 3.0 MMHOS/CM. SUBMIT SOIL SAMPLE AND PH TESTING RESULTS FOR APPROVAL. b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. 3.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. F.WATER 1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. * WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. G.FERTILIZER 1.CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. * FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. H.MULCH 1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE) OR AS SHOWN IN PLANTING DETAILS. UNLESS OTHERWISE NOTED ON PLANS, MULCH SHALL BE DOUBLE SHREDDED HARDWOOD MULCH DARK BROWN FINES OR APPROVED EQUAL. DYED MULCH IS NOT ACCEPTABLE. SUBMIT SAMPLES TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. MULCH SHALL BE PROVIDED OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE RING (6' MINIMUM) PLANTED UNDER THIS CONTRACT, AS WELL AS FOR ANY EXISTING LANDSCAPE AREAS AS SHOWN ON PLANS. I.DIGGING AND HANDLING 1.ALL TREES SPECIFIED SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE APPROVED BY PROJECT LANDSCAPE ARCHITECT. 2.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 3.B&B, AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. J.CONTAINER GROWN STOCK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. K.MATERIALS LIST 1.QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE PLANS SHALL GOVERN. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. L.FINE GRADING 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. M.PLANTING PROCEDURES 1.THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, BUILDING MATERIALS, AND TOXIC MATERIAL SHALL BE COMPLETELY REMOVED FROM PLANTING AREAS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS IN PLANTING AREAS WHICH WILL ADVERSELY AFFECT THE PLANT GROWTH, THE CONTRACTOR SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL COLORADO (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5.COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE SHALL BE EXERCISED. 6.WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING OPENINGS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH ANSI Z60.1-2014 AMERICAN STANDARD FOR NURSERY STOCK. 8.TEST ALL TREE OPENINGS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. 9.TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMEN. 10.PRIOR TO EXCAVATION OF TREE OPENINGS, AN AREA EQUAL TO TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE ROTO-TILLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL. 11.EXCAVATION OF TREE OPENINGS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. 12.IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO-TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOT BALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH PLUS 6". 13.TREE OPENINGS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE OPENING SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1" ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. 14.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 15.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION 'E'. 16.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 17.AMEND PINE AND OAK PLANT OPENINGS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT OPENINGS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 18.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. 19.ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 20.TREES SHALL BE PRUNED, IN ACCORDANCE WITH ANSI A-300, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST. 21.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOWN ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 22.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 23.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S RECOMMENDATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) N.LAWN SODDING 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4.SODDING a.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 6.LAWN MAINTENANCE a.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK, INCLUDING REGRADING IF NECESSARY. b.CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. O.EDGING a.CONTRACTOR SHALL INSTALL 4"X1 8" ROLLED TOP STEEL EDGING BETWEEN ALL SOD/SEED AREAS AND PLANTING BEDS. P.CLEANUP 1.UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM CONTRACTORS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. Q.PLANT MATERIAL MAINTENANCE 1.ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, PRUNING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. R.FINAL INSPECTION AND ACCEPTANCE OF WORK 1.FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. S.WARRANTY 1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. 3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. GENERAL LANDSCAPE SPECIFICATIONS CI R C L E K - YE L M & K I L L I O N FINISHED GRADE REINFORCED CIP CONCRETE 2" THICK FAUX RIVER ROCK VENEER (MORTAR SET) 1" DEEP RAKED MORTAR JOINT (TYP.) 6" THICK PRECAST CONCRETE CAP DAMP PROOF STONE BELOW GRADE AND OVERLAP CONCRETE EXTEND STONE MIN 3" BELOW ADJACENT SURFACE CIP CONCRETE FOOTING -REINFORCEMENT PER STRUCTURAL CIP CONCRETE FOUNDATION COMPACTED SUBGRADE TOPSOIL 30 " DE P T H SHREDDED HARDWOOD MULCH 9" HORIZONTAL REBAR #4 12" OC VERTICAL REBAR #4 12" OC 9" HORIZONTAL REBAR 3 #5 6"6" 1'-6" 3" TY P 6" EXTEND STONE MIN 3" BELOW ADJACENT SURFACE,SEE GRADING PLAN 1" VA R I E S , S E E GR A D I N G P L A N 1' - 0 " SS DOWEL WITH EPOXY ADHESIVE, 24" O.C., TWO PER CAP AGGREGATE BASE 4" 4" 1 1 1 1 ALIGN FINISHED SURFACE 6" THICK PRECAST CONCRETE CAP 2" THICK FAUX RIVER ROCK VENEER (MORTAR SET) 4" WRAP JOINTS AND STONE SIZE AROUND WALL TO ENSURE ALIGNMENT 4'-0" TYP 1/2" 1" © CI R C L E K - Y E L M & KI L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . PR E L I M I N A R Y , N O T FO R C O N S T R U C T I O N LA N D S C A P E D E T A I L S L5.2 1.INSPECT TREE FOR DAMAGED BRANCHES, APPLY CORRECTIVE PRUNING. 2.SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOP OF ROOTBALL SHALL BE TWO INCHES ABOVE SURROUNDING GRADE WITH BURLAP AND WIRE BASKET INTACT. 3.REMOVE WIRE BASKET AND BURLAP DOWN FOUR TO SIX INCHES BELOW TOP OF ROOT BALL. REMOVE ALL TWINE AND (IF USED), SYNTHETIC MATERIAL. REMOVE OR CORRECT GIRDLING ROOTS. 4.TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL. 5.BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY. HIGH CLAY OR POOR SOIL SHALL RECEIVE SOIL AMENDMENT PER LANDSCAPE NOTES. 6.WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15 GALLONS OF WATER. 7.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. 8.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. NOTES: SHREDDED HARDWOOD MULCH EXCAVATED BACKFILL SUBGRADE TAMPED BACKFILL NTS NOTES: NTS 1.APPLY CORRECTIVE PRUNING. 2.SET ROOT BALL OR CONTAINER ON UNEXCAVATED OR TAMPED SOIL. TOP OF CONTAINER SHALL BE ONE INCH ABOVE SURROUNDING GRADE. 3.SYNTHETIC MATERIAL SHALL BE REMOVED FROM PLANTING BED. FOR CONTAINER GROWN GRASSES, REMOVE CONTAINER AND LOOSEN ROOTS PRIOR TO INSTALLATION. 4.REMOVE OR CORRECT GIRDLING ROOTS. 5.PLUMB AND BACKFILL WITH AMENDED SOIL PER LANDSCAPE NOTES. WATER THOROUGHLY WITHIN TWO HOURS. 6.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITS FOR GRASS EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS FOR BED LAYOUTS. SHREDDED HARDWOOD MULCH AMENDED SOIL SUBGRADE MAINTAIN 12" DEAD ZONE AT BED EDGE. REFER TO PLANT SCHEDULE FOR SPACING. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. X X NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING AREAS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY PROJECT LANDSCAPE ARCHITECT. 4" TY P . 2X ROOT BALL WIDTH MINIMUM 1 3 4 10 'X' 5 8 9 6 7 6 7 8 2 TOP OF ROOTBALLS TO BE PLANTED AT GRADE OR SLIGHTLY ABOVE SURROUNDING SOIL. 2" DIA. CLEAR OF MULCH AT TRUNK FLARE. 1 PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 2 3" MULCH LAYER AS SPECIFIED. 3 EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4 FOR CONDITIONS WITH FINISHED GRADE OF 4:1 MAX SLOPE ON ALL SIDES (SEE GRADING PLAN). 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 6 SCARIFY PLANT OPENING SIDES AND BOTTOM. 7 4" HIGH BERM FIRMLY COMPACTED. 8 UNDISTURBED NATIVE SOIL.9 FERTILIZER TABLETS (MAX 3" DEEP) 10 EDGE OF PLANTING AREA TRIANGULAR SPACING = B DISTANCE BETWEEN ROWS = H TOTAL AREA (SF) PER PLANT 6"5"0.21 0.39 0.50 0.59 7" 8" 8 1/2" 8" 9" 10" 12" 15" 18" 21" 24" 30" 36" 48" 10 1/2" 13" 15 1/2" 18" 21" 26" 31" 42" 0.88 1.35 1.94 2.63 3.50 5.42 7.80 13.84 CI R C L E K - YE L M & K I L L I O N TRANSFORMER PAD (APPROX) W > > > > > > >>>>>>>>>> > > >>>> C10 15.1112" MBFMVFS 1" 1" 1" 1" 1" 1" RFS C 112" 112" 112" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1"1"1" 112" 1" 1" 1" 112" 11 2" 112" 112" 1" C3 8.51" C2 16.2112" C4 161" C5 18.6112" C6 16.5112" C7 17.6112" C8 11" C9 3.77112" C11 15.1112" C12 14.51" C14 12.3112" 1" 1" 1" C1 16.01" 1" 1" C13 16.4112" 1" 1" 112" 112" 1" 1" 112"112" 112" 1" 112" 1" 112" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD RWS-B-C W/ RWS-SOCK 1400 SERIES ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 36IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2 GPM. 84 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS RAIN BIRD 5006-PC 2.5 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 1 45 2.51 37' RAIN BIRD 5006-PC 4.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 7 45 4.01 42' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD XCZ-150-LCS HIGH FLOW CONTROL ZONE KIT WITH LOW MINIMUM INLET PRESSURE REQUIREMENTS, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2IN. PEB GLOBE VALVE WITH HIGH-CAPACITY FILTER AND PRESSURE REGULATING SYSTEM (PRS) FIXED AT 40PSI. FLOW RANGE: 20 - 62 GPM. 8 RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. 7 RAIN BIRD OPERIND DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN. FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN. DISTRIBUTION TUBING WITH CONNECTION FITTING PRE-INSTALLED. 7 AREA TO RECEIVE DRIPLINE RAIN BIRD XFS-CV-06-18 XFS-CV SUB-SURFACE AND ON-SURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 24" O.C. DRIPLINE LATERALS SPACED AT 24" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT FITTINGS. 31,754 S.F.30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB (REMOTE CONTROL VALVE) 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 6 RAIN BIRD 7 1-1/2IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, METAL COVER, AND 1-PIECE BODY. 1 RAIN BIRD PEB 1-1/2" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 1 WATTS LF909M1 1-1/2" LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER. 1 RAIN BIRD ESPLXME2 W/ (1) ESPLXMSM12 24 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER. (1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (1) ESPLXMSM12 - 12-STATION EXPANSION MODULES. 1 RAIN BIRD WR2-RFS WIRELESS RAIN/FREEZE SENSOR. 1 RAIN BIRD UFS-150 1-1/2IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLON BODY. OPERATING RANGE 0.5 GPM TO . SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. 1 WATER METER 1-1/2"1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. 1,565 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 1,190 L.F. PIPE SLEEVE: PVC SCHEDULE 40 338.6 L.F. 1402 14041401 F DI MV BF C RFS FS M Valve Number Valve Flow Valve Size Valve Callout # ##" IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP C1 RAIN BIRD PEB (REMOTE CONTROL VALVE)1"TURF ROTOR 16.04 324.1 49.8 73.3 0.45 in/h C2 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 16.19 301.8 35.3 58.5 0.34 in/h C3 RAIN BIRD PEB (REMOTE CONTROL VALVE)1"BUBBLER 8.5 334.2 32.2 50.3 1.86 in/h C4 RAIN BIRD PEB (REMOTE CONTROL VALVE)1"BUBBLER 16 224.1 33.3 54.6 1.99 in/h C5 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 18.6 172.9 35.1 56.6 0.29 in/h C6 RAIN BIRD PEB (REMOTE CONTROL VALVE)1-1/2"BUBBLER 18.5 57.0 35.4 54.0 1.81 in/h C7 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 17.61 135.7 35.1 52.1 0.28 in/h C8 RAIN BIRD PEB (REMOTE CONTROL VALVE)1"BUBBLER 1 165.4 31.3 44.6 1.97 in/h C9 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 3.77 218.9 35.1 49.5 0.43 in/h C10 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 15.05 374.9 35.3 59.3 0.31 in/h C11 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 15.05 482.7 35.5 60.9 0.31 in/h C12 RAIN BIRD PEB (REMOTE CONTROL VALVE)1"TURF ROTOR 14.54 518.2 50.2 75.3 0.44 in/h C13 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 16.36 541.4 35.4 62.7 0.28 in/h C14 RAIN BIRD XCZ-150-LCS 1-1/2"AREA FOR DRIPLINE 12.25 554.4 35.2 58.0 0.3 in/h Common Wire 1,190 VALVE SCHEDULE Generated:2024-10-15 14:23 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1-1/2" Flow Available 75 GPM PRESSURE AVAILABLE Static Pressure at POC:80 PSI Elevation Change:5.00 ft Service Line Size:3" Length of Service Line:20 ft Pressure Available:78 PSI DESIGN ANALYSIS Maximum Station Flow:18.6 GPM Flow Available at POC:75 GPM Residual Flow Available:56.4 GPM Critical Station:C12 Design Pressure:45 PSI Friction Loss:2.66 PSI Fittings Loss:0.27 PSI Elevation Loss:0 PSI Loss through Valve:2.3 PSI Pressure Req. at Critical Station:50.2 PSI Loss for Fittings:0.84 PSI Loss for Main Line:8.36 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.5 PSI Loss for Master Valve:3.9 PSI Loss for Water Meter:0.42 PSI Critical Station Pressure at POC:75.3 PSI Pressure Available:78 PSI Residual Pressure Available:2.72 PSI CRITICAL ANALYSIS © CI R C L E K - Y E L M & KI L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . PR E L I M I N A R Y , N O T FO R C O N S T R U C T I O N IR R I G A T I O N P L A N IR4.0 NORTH EXISTING WATER METER TO BE USED CI R C L E K - YE L M & K I L L I O N © CI R C L E K - Y E L M & KI L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . PR E L I M I N A R Y , N O T FO R C O N S T R U C T I O N IR R I G A T I O N N O T E S IR4.1 GENERAL IRRIGATION SPECIFICATIONS AND NOTES 1.THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 2.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 3.ALL CONSTRUCTION SHALL CONFORM TO TOWN, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 4.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY. 5.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. REFER TO CRITICAL ANALYSIS FOR ASSUMED STATIC PRESSURE. 6.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 7.IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE OWNER'S REPRESENTATIVE. 8.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION. 9.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 10.IRRIGATION CONTRACTOR TO COORDINATE POWER SUPPLY TO ELECTRIC CONTROLLERS WITH ELECTRICAL CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 12.IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 13.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED. 12.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 13.SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 14.INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15.CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER. 16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 18.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 19.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 20.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION. 21.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 22.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN VALVE BOXES. 24.ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS. 25.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 26.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 27.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND DRIP INDICATOR. 28.IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE) 29.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 30.LOCATE THE AUTOMATIC RAIN / FREEZE SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER. 31.CONTRACTOR SHALL PERFORM HYDRO-TESTING OF MAIN LINES. HYDRO-TESTING TO BE PERFORMED AS LISTED: THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. PRIOR TO BACKFILLING, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OR OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SET SO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION. CONTRACTOR SHALL MAKE ANY NECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS SATISFIED THAT THE SYSTEM IS REASONABLY SOUND. 32.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. 33.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 1 4" ELECTRICAL CONDUIT. 34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35.ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR. 36.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. FIVE PIPE DIAMETERS1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER BRICK SUPPORTS, ONE EACH SIDE (TWO PER BOX). AT BOTTOM OF EACH BOX: 30" LOOPED WIRES. SCH 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS, ON MASTER CONTROL VALVE AS SPECIFIED. SENSOR TERMINAL BOARD REDUCER AS REQUIRED. TEN PIPE DIAMETERS PVC MAIN LINE FROM BACKFLOW DEVICE. FLOW SENSOR CABLE TO CONTROLLER NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED. FINISHED GRADE. FLOW SENSOR AS SPECIFIED. SCHEDULE 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED GALVANIZED NIPPLES AND ELBOW AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS GALVANIZED ELBOW AND NIPPLE, TYPICAL EA. SIDE PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE MAIN LINE, SIZE AS PER PLANS CONCRETE THRUST BLOCKS, 90LBS OF CONCRETE EACH (TYP) SERVICE SIDE HE I G H T A S PE R L O C A L CO D E FINISHED GRADE FLOW BACKFLOW ENCLOSURE 3 4 5 6 7 8 9 8 10 11 12 13 14 15 16 17 18 2 3 15 14 7 7 14 15 16 14 FINISH GRADE/TOP OF MULCH1 VALVE BOX WITH LOCKING COVER2 REMOTE CONTROL VALVE3 30-INCH LINEAR LENGTH OF WIRE, COILED4 WATERPROOF CONNECTION5 ID TAG6 PRESSURE REGULATING QUICK CHECK BASKET FILTER7 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8 PVC SCH 40 ELL9 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 10 PVC SCH 40 TEE OR ELL11 MAINLINE PIPE12 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13 PVC SCH 80 NIPPLE, CLOSE14 PVC SCH 40 ELL15 PVC SCH 40 TEE16 LATERAL PIPE17 PVC SCH 40 FEMALE ADAPTOR18 1 2 WALL NOTES: 1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IRRIGATION CONTROLLER: CONTROLLER IN CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. FIVE PIPE DIAMETERS1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER BRICK SUPPORTS, ONE EACH SIDE (TWO PER BOX). AT BOTTOM OF EACH BOX: 30" LOOPED WIRES. SCH 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS, ON MASTER CONTROL VALVE AS SPECIFIED. SENSOR TERMINAL BOARD REDUCER AS REQUIRED. TEN PIPE DIAMETERS PVC MAIN LINE FROM BACKFLOW DEVICE. FLOW SENSOR CABLE TO CONTROLLER NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED. FINISHED GRADE. FLOW SENSOR AS SPECIFIED. SCHEDULE 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED GALVANIZED NIPPLES AND ELBOW AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS GALVANIZED ELBOW AND NIPPLE, TYPICAL EA. SIDE PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE MAIN LINE, SIZE AS PER PLANS CONCRETE THRUST BLOCKS, 90LBS OF CONCRETE EACH (TYP) SERVICE SIDE HE I G H T A S PE R L O C A L CO D E FINISHED GRADE FLOW BACKFLOW ENCLOSURE 3 4 5 6 7 8 9 8 10 11 12 13 14 15 16 17 18 2 3 15 14 7 7 14 15 16 14 FINISH GRADE/TOP OF MULCH1 VALVE BOX WITH LOCKING COVER2 REMOTE CONTROL VALVE3 30-INCH LINEAR LENGTH OF WIRE, COILED4 WATERPROOF CONNECTION5 ID TAG6 PRESSURE REGULATING QUICK CHECK BASKET FILTER7 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8 PVC SCH 40 ELL9 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 10 PVC SCH 40 TEE OR ELL11 MAINLINE PIPE12 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13 PVC SCH 80 NIPPLE, CLOSE14 PVC SCH 40 ELL15 PVC SCH 40 TEE16 LATERAL PIPE17 PVC SCH 40 FEMALE ADAPTOR18 1 2 WALL NOTES: 1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IRRIGATION CONTROLLER: CONTROLLER IN CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. FIVE PIPE DIAMETERS1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER BRICK SUPPORTS, ONE EACH SIDE (TWO PER BOX). AT BOTTOM OF EACH BOX: 30" LOOPED WIRES. SCH 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS, ON MASTER CONTROL VALVE AS SPECIFIED. SENSOR TERMINAL BOARD REDUCER AS REQUIRED. TEN PIPE DIAMETERS PVC MAIN LINE FROM BACKFLOW DEVICE. FLOW SENSOR CABLE TO CONTROLLER NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED. FINISHED GRADE. FLOW SENSOR AS SPECIFIED. SCHEDULE 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED GALVANIZED NIPPLES AND ELBOW AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS GALVANIZED ELBOW AND NIPPLE, TYPICAL EA. SIDE PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE MAIN LINE, SIZE AS PER PLANS CONCRETE THRUST BLOCKS, 90LBS OF CONCRETE EACH (TYP) SERVICE SIDE HE I G H T A S PE R L O C A L CO D E FINISHED GRADE FLOW BACKFLOW ENCLOSURE 3 4 5 6 7 8 9 8 10 11 12 13 14 15 16 17 18 2 3 15 14 7 7 14 15 16 14 FINISH GRADE/TOP OF MULCH1 VALVE BOX WITH LOCKING COVER2 REMOTE CONTROL VALVE3 30-INCH LINEAR LENGTH OF WIRE, COILED4 WATERPROOF CONNECTION5 ID TAG6 PRESSURE REGULATING QUICK CHECK BASKET FILTER7 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8 PVC SCH 40 ELL9 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 10 PVC SCH 40 TEE OR ELL11 MAINLINE PIPE12 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13 PVC SCH 80 NIPPLE, CLOSE14 PVC SCH 40 ELL15 PVC SCH 40 TEE16 LATERAL PIPE17 PVC SCH 40 FEMALE ADAPTOR18 1 2 WALL NOTES: 1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IRRIGATION CONTROLLER: CONTROLLER IN CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES 1 2 3 4 CI R C L E K - YE L M & K I L L I O N © CI R C L E K - Y E L M & KI L L O N PR E P A R E D F O R CI R C L E K S T O R E S , I N C . PR E L I M I N A R Y , N O T FO R C O N S T R U C T I O N IR R I G A T I O N D E T A I L S IR4.2 NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. FINISHED GRADE/ TOP OF MULCH QUICK-COUPLING VALVE VALVE BOX WITH COVER PVC SCH 80 NIPPLE 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 EACH CORNER) SUPPORT PVC SCH 80 NIPPLE PVC SCH 40 SWEEP ELL PVC SCH 40 SWEEP ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE PVC SCH 40 ELL STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM LATERAL PIPE 6" CLEAR NOZZLESFINISHED GRADE/TOP OF MULCH 1/2" FLEX PIPE, LENGTH AS NEEDED SCH 40 SWEEP ELBOW LATERAL TEE POP-UP SPRAY SPRINKLER ON RISER AS SPECIFIED PER IRRIGATION SCHEDULE 3" 1'-0" DRIP EMITTER. 1/4" TUBING STAKE. 1/4" DISTRIBUTION TUBING, 48" MAXIMUM LENGTH. TOP OF MULCH ELEVATION. INSERT FITTING BARB CONNECTION OR INSERT BARBED TEE. 1/2" POLY DRIP TUBING. ADDITIONAL EMITTER AND STAKE AT INSERT BARBED TEE IN DRIP TUBING. TIE-DOWN STAKE AT INSERT. 196-032-002-42 INSTALLATION NOTES: 1.ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. 10' 12" MIN 18" MIN 18" MIN 12" MIN ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. 12" MIN12" MIN 3'-0" MIN 3'-0" MIN 3' - 0 " M I N HARDSCAPE BASE CONCRETE CURB WHERE APPLICABLE METALLIC DISC END OF SLEEVE SHARED SLEEVE, WHERE APPLICABLE WITH LATERALS & MAINLINE ONLY ALL WIRING IS SEPARATE CONDUIT END OF SLEEVE FINISH GRADE/TOP OF MULCH ROOT WATERING SYSTEM: RAIN BIRD RWS SWING ASSEMBLY (INCLUDED) 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL PVC OR POLYETHYLENE LATERAL PIPE OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) PLANT ROOT BALL NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-B-1401: 0.25 GPM (0,95 L/M) RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-B-1402: 0.5 GPM (1,9 L/M) RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. BRICK SUPPORTS, (1 EACH SIDE - 2 TOTAL). SCHEDULE 60 NIPPLES, VALVE INLET SIZE (TYP.) REMOTE CONTROL VALVE AS SPECIFIED. TURF PVC LATERAL LINE. 1 2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. PVC CONDUIT FOR CONTROLLER WIRES. SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. NDS RECTANGULAR BOX WITH 6" EXTENSIONS AS REQUIRED. PVC MAINLINE LINE. 6" MIN. 5 6 7 8 9 10 11 12 13 24" min 24" min CI R C L E K - YE L M & K I L L I O N