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HomeMy WebLinkAboutPERMIT 621 Big Thompson Ave State Highway Access New Access 2010[OLORADO DEPARTMENT OF TRANSPORTATION Issuing authorityapplication[STATE HIGHWAY ACCESS PERMITAPPJCATION acceptancedate: Instructions:-Contact the Colorado Department of Transportation (CDOT)or your local government to determine your issuing authority -Contact the issuing authority to determine what plans and other documents are required to be submitted with your application. -Complete this form (some questions may not apply to you)and attach all necessary documents and Submit it to the issuing authority.Please print -Submit an application for each access affected.or type -If you have any questions contact the issuing authority. -For additional information see CDOT’s Access Management website at htto:Ilwww.dot.state.co.uslAccessPermitslindex.htm 1)Property owner (Permittee)2)Agent for permittee (if different from property owner)Safeway Stores 46,Inc.,do Dan Clayton Kathleen L.Krager,Krager and Associates Street address Mailing address6900SouthYosemiteStreet1390Stuart Street City,state &zip Phone#City,state &zip Phone #(required)Centennial,CO 80112 303 843 7561 Denver,CO 80204—1243 303 446 0269 E-mail address E-mail address if availabledan.clayton@ safeway.corn kkrager@ kragerandassociates corn 3)Address of property to be served by permit (required) 621 Big Thompson Avenue,Estes Park,CO 4)Legal description of property:If within jurisdictional limits of Municipality,city and/or County,which one? County subdivision block lot section township range(See attached) 5)What State Highway are you requesting access from?6)What side of the hi hway? SH 34 N S E W 7)How many feet is the proposed access from the nearest mile post?How many feet is the proposed access from the nearest cross street? feet Q N QSO F QW)from:372 feet N DSDEIW)from:_Steamer Drive 8)What is the approximate date you intend to begin construction? 5/24/2010 9)Check here if you are requesting a: EJ new access temporary access (duration anticipated:)Eimprovement to existing accessJchangeinaccessuseremovalofaccessrelocationofanexistingaccess (provide detail) 10)Provide existing property use Residential 11)Do you have knowledge of any State Highway access permits serving this property,or adjacent properties in which you have a property interest?Eno yes,if yes -what are the permit number(s)and provide copies:and/or,permit date: 12)Does the property owner own or have any interests in any adjacent property? no yes,if yes -please describe: Safeway Grocery Store 13)Are there other existing or dedicated public streets,roads,highways or access easements bordering or within the property? no yes.if yes -list them on your plans and indicate the proposed and existing access points. 14)If you are requesting agricultural field access -how many acres will the access serve? 15)If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of eachbusiness/land use square footage business square footageSevceStation/Conven./Car Wash 12 VFP (VFP Vehicle Pi.aeling Positions) 16)If you are requesting residential developement access,what is the type (single family,apartment,townhouse)and number of units? _________________ type number of units type number of units 17)Provide the following vehicle count estimates for vehicles that will use the access Leaving the property then returning is two counts Indicate if your Counts are a of passenger cars ard igrrt trucks at peek hour volumes Id of it,trjcks at peak hour volumes peak hour volumes or Qaverage daily volumej 160 - Sot single unil vehicles in excess of 30 ft S of farm vehicles (field equipment)Total count of all vehicles 160 Previous editions are obsolete and may not be used Page 1 of 2 CDOT Form #137 12104 18)Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a)Property map indicating other access,bordering roads and.;treei e)Subdivision,zoning,or development plan.b)Highway and driveway plan profile.f)Proposed access design.c)Drainage plan showing impact to the highway right-of-way.g)Parcel and ownership maps including easements.d)Map and letters detailing utility locations before and after h)Traffic studies.development in and along the right-of-way.i)Proof of ownership. 1-It is the applicant’&responsibility to contact appropriate agencies and obtain all environmental clearances that applytotheiractivities.Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit Systempermits,or ecological,archeological,historical or cultural resource clearances.The CDOT Environmental ClearancesInformationSummarypresentscontactinformationforagenciesadministeringcertainclearances,information aboutprohibiteddischarges,and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via theCDOTPlanning/Construction-Environmental-Guidance webpage http:llwww.dot.state.co.uslenvironmentallForms.asp. 2-All workers within the State Highway right of way shall comply with their employer’s safety and health policies!procedures,and all applicable U.S.Occupational Safety and Health Administration (OSHA)regulations -including,but notlimitedtotheapplicablesectionsof29CFRPart1910-Occupational Safety and Health Standards and 29 CFR Part 1926-Safety and Health Regulations for Construction. Personal protective equipment (e.g.head protection,footwear,high visibility apparel,safety glasses,hearing protection,respirators,gloves,etc.)shall be worn as appropriate for the work being performed,and as specified in regulation.At aminimum,all workers in the State Highway right of way,except when in their vehicles,shall wear the following personalprotectiveequipment:High visibility apparel as specified in the Traffic Control provisions of the documentationaccompanyingtheNoticetoProceedrelatedtothispermit(at a minimum,ANSI/ISEA 107-1 999,class 2);headprotectionthatcomplieswiththeANSIZ89.1-1997 standard;and at all construction sites or whenever there is danger ofinjurytofeet,workers shall comply with OSHA’s PPE requirements for foot protection per 29 CFR 1910.136,1926.95,and 1926.96.If required,such footwear shall meet the requirements of ANSI Z41-1 999. Where any of the above-referenced ANSI standards have been revised,the most recent version of the standard shallapply. 3-The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access BoardundertheAmericanDisabilitiesAct(ADA).These guidelines define traversable slope requirements and prescribe theuseofadefinedpatternoftruncateddomesasdetectablewarningsatstreetcrossings.The new Standards Plans andcanbefoundontheDesignandConstructionProjectSupportwebpageat:<http :llwww.dot.state.co.uslDesignSu pportl>,then click on Design Bulletins. If an access permit is issued to you,it will state the terms and conditions for its use.Any changes in the use of thepermittedaccessnotconsistentwiththetermsandconditionslistedonthepermitmaybeconsideredaviolationof thepermit. The applicant declares under penalty of perjury in the second degree,and any other applicable state or federallaws,that all information provided on this form and submitted attachments are to the best of their knowledgetrueandcomplete. I understand receipt of an access permit does not constitute permission to start access construction work. Apnt’ssnu Kathleen L.Krager If the applicanti not the owne,j of t e property,we require this application also to be signed by the property owner ortheirlegallyauthorizedrepresentative(or other acceptable written evidence).This signature shall constitute agreementwiththisapplicationbyallowners-of-interest unless stated in writing.If a permit is issued,the property owner,in mostcases,will be listed as the permittee. Property owner signature .Print name Datei4- -i 1 Previous editions are obsolete and may not be used Page 2 of 2 COOT Form #137 12/04 COLORADO DEPARTMENT OF TRANSPORI ATION COOT Pemiit No. STATE HIGHWAY ACCESS CODE NOTICE TO PROCEED The permittee is hereby authorized to proceed with access construction within state highway right-of-way in accordance with the above referenced State Highway Access Permit and this Notice to Proceed. This Notice to Proceed is valid only if the referenced Access Permit has not expired.Access Permits expire one year from date of issue if not under construction,or completed.Access Permits may be extended in accordance with Section 2.3(11 )(d),of the Access Code. Adequate advance warning is required at all times during access construction,in conformance with the Manual on Uniform Traffic Control Devices for Streets and Highways. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation.The permittee or applicant shall notify the Department prior to commencing construction as indicated on the Access Permit. Both the Access Permit and this Notice To Proceed shall be available for review at the construction site. This Notice to Proceed is conditional.The following items shall be addressed prior to or during construction as appropriate. /rov Municipality or County Approval (When the appropriate local authority retains issuing authority) By Title Date (X) Permittee(s): Safeway Stores 46,Inc. Dan Clayton 6900 Yosemite Street Centennial,CO 80112 410036 SH/S/MP -1 Applicant: Krager &Associ Kathleen L.Krager 1390 Stuart Street Denver,CO 80204-iá3_ By Colorado Department of Transportation This Notice is not valid until signed by a duly authorized representative of the Department Title Date 6/3/2010 Make copies as necessary for:Form 1265 8/98,6/99 Region (original)Local Authority Inspector Lee Ireton Applicant MTCE Patrol Traffic Engineer Staff Access Section 7-Estes Park COLORADO DEPARTMENT OF TRANSPORTATION CDOTPemiitNo.41O STATE HIGHWAY ACCESS PERMfT State Highway No/Mp/Side ____________________________________________________________ 34A/62.728 /L Permit fee Date of transmittal Region/Section/Patrol Local Jurisdiction $300.00 4/16/2010 4 /01 /7-Estes Park Estes Park — The Permittee(s);Applicant:Ref No.: Safeway Stores 46,Inc.Krager &Associates,Inc. Dan Clayton Kathleen L.Krager 6900 Yosemite Street 1390 Stuart Street Centennial,CO 80112 Denver,CO 80204-1243 303-843-7561 303-446-0269 is hereby granted permission to have an access to the state highway at the location noted below.The access shall be constructed,maintained and used in accordance with this permit,including the State Highway Access Code and any attachments,terms,conditions and exhibits.This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit.The issuing authority,the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location:The 3/4 access is to be located on State Highway 34,a distance of 3,844 feet east of Mile Post 62 on the north/left side. Access to Provide Service to:(Land Use Code:)(Size or Count)(Units) Gasoline Service Station W/Conv.MarketJCar Wash -12 VFP I EACH Additional Information: I.The Notice to Proceed will be issued upon receipt of acceptable construction drawings. 2.The construction drawings will be filed with the Notice to Proceed for this permit. 3.The Permittee must conduct a preconstruction conference prior to any work within CDOT right-of-way.The CDOT Access Inspector must be in attendance at this meeting. 4.The Permittee must provide contractor’s certificate(s)of insurance to the CDOT Access Inspector prior to begirming any work within the CDOT right-of-way. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Print Name Title Date Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein.All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation.The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The lermittee shall notify Lee Ireton with the Colorado Delartment of TransDortation in Greeley,Colorado at (970)350-2147,at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. Permittee Signature Print Name Date Snfew7 LJ This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION Pr t Name Title Date (of ssue)1or L-o Required.Make copies as necessary for:Previous edit are obsolete and may not be used 1.Region 3 Staff Access Section Local Authority Inspector Page 1 of 3 COOT Form #101 5107 2 Applicant 4.Central Files MTCE Patrol Traffic Engineer Sig nature on: State Highway Access Permit 1 Attachment to Permit No.410036 -Additional Terms and Conditions 1.If there are any questions regarding this permit,please contact Gloria I-lice-Idler at (970)350-2148. 2.The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms,conditions,exhibits,and noted attachments. 3.Incorporated as part of this permit are the following: Application for Access Permit (CDOT Form No.137) Permit (CDOT Form No.101)and its two page attachment Exhibits: ‘A”Construciton Plans (to be filed with the Notice to Proceed for this permit) “B”-Vicinity Map 4.This permit is issued in accordance with the State Highway Access Code (2 CCR 601-1),and is based upon the information submitted by the Permittee.This permit is only for the use and purpose stated in the Application and Permit.Any changes in traffic volumes or type,drainage,or other operation aspects may render this permit void,requiring a new permit to the be applied for based upon existing and anticipated future conditions. 5.Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (current edition). 6.If necessary,minor changes,corrections and/or additions to this permit may be ordered by the Department inspector,other Department representative or local authority to meet unanticipated site conditions.Changes may not be in violation of the State Highway Access Code.All major changes to the plans must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. All workers within the State Highway right of way shall comply with their employer’s safety and health policies/procedures,and all applicable U.S.Occupational Safety and Health Administration (OSHA) regulations —including,but not limited to the applicable sections of 29 CFR Part 1910 -Occupational Safety and Health Standards and 29 CFR Part 1926 -Safety and Health Regulations for Construction. At a minimum,all workers in the State Highway right of way,except when in their vehicles,shall wear the following personal protective equipment: •Head protection that complies with the ANSI Z89.1-1997 standard; •At all construction sites or whenever there is danger of injury to feet,protective footwear that complies with the ANSI Z41-l999 standard will be worn; •High visibility apparel as specified in the Traffic Control provisions of this permit (at a minimum, ANSE/ISEA 107-1999,Class 2). Where any of the above-referenced ANSI standards have been revised,the most recent version of the standard shall apply. 7.This permit is subject to revocation due to:1)Noncompliance with the provisions of this permit;2) Abandonment;3)Supersedure by new permit covering the same installation;or 4)Conflict with necessary planned highway construction and/or improvements.The Permittee shall promptly terminate occupancy State Highway Access Permit 2 Attachment to Permit No.410036 -Additional Terms ad Conditions upon notice of cancellation of the permit from the Department,unless a new permit is applied for and granted. 8.Left turns out are NOT allowed at this access.If an accident history or operation issue develop at this location,CDOT will re-evaluate the access for possible modifications,including the eLimination of the left- in movement.The Permittee would be responsible for the costs for the modification. 9.Reconstruction and improvements to the access may be required when the Permittee has failed to meet the required design and/or material specifications.If any construction element fails within two years due to improper construction or material specifications,the Permittee is responsible for all such repairs. 10.The Department retains the right to perform any necessary maintenance work in this area. 11.Backing maneuvers within and into the State Highway right-of-way are strictly prohibited.All vehicles shall enter and exit the highway right-of-way in forward movement.Backing into the right-of-way shall be considered a violation of the terms and conditions of this access permit and may result in revocation of the permit by the Department and/or the issuing authority. 12.All other accesses to the property shall be removed immediately.Removal shall include,but not limited to,the return of the highway right-of-way side slopes,ditches,and fences to match existing adjacent conditions,INCLUDING REMOVAL OF ASPHALT APRONS.Any asphalt removed from the highway shall result in a smooth finished edge. 13.The Permittee is responsible for obtaining any necessary additional federal,state,and/or City/County permits or clearances required for construction of the access.Approval of this access permit does not constitute verification of this action by the Perrnittee. 14.All costs associated with the installation of this access are the responsibility of the Permittee.This includes design,construction,signing and striping,utility relocation,testing of materials,and inspections. 15.No work will be allowed at night,or on Saturdays,Sundays,and legal holidays without prior authorization from the Department.The Department may also restrict work within the State J-Iighway right-of-way during adverse weather conditions. 16.Traffic detours or lane closures will not be allowed,unless pre-approved by the Department. 17.Two-way traffic shall be maintained throughout the work area at all times unless specific written authorization is obtained from the Department 18.No construction vehicles shall be parked,or construction materials/equipment stored,on the State Highway right-of-way overnight. 19.No work shall be performed near a Department electronic traffic control device without coordination with Cobie Garbiso at (970)350-2137. 20.The Department will not participate in any costs related to the design and installation of a traffic signal, should one be approved at this access in the future. State I-Tighway Access Permit 3 Attachment to Permit No.410036 -Additional Terms ai’d Conditions 21.Landscaping and site construction shall not obstruct sight distance at any State Highway access point. Landscaping within the State 1-lighway right-of-way requires the Permittee to obtain a CDOT Landscaping Permit from the Traffic/Access Section.The access permit does not authorize that activity.Irrigation of features within the right-of-way may require the Permittee to install a subsurface drain in accordance with CDOT Standard M-605-1 or other approved system.The Permittee shall contact Gloria Hice-Idler at the Greeley Traffic Office,(970)350-2148,to obtain the Landscaping Permit. 22.Routine,periodic maintenance and emergency repairs may be performed within the State Highway right-of-way,under the general terms and conditions of the permit.Any significant repairs such as culvert replacement,resurfacing,or changes in design or specifications,will require written authorization from the Department.The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway.In an emergency,the Department Region Office and the State Patrol shall immediately be notified of possible hazards. 23.All work is to conform to the plans referenced by this permit on file with the Department or as modified by this permit.(If discrepancies arise,this permit shall take precedence over the plans.)The Department plan review is only for the general conformance with the Department’s design and code requirements.The Department is not responsible for the accuracy and adequacy of the design,dimensions,elevations,and any other elements which shall be confirmed and correlated at the work site.The Department through the approval of this document,assumes no responsibility for the completeness and/or accuracy of the plans. 24.The State requires a Certificate of Insurance prior to commencing any work on the State Highway right- of-way.Policies shall name the State of Colorado as additional insured party.All vendors,contractors, and utility companies shall procure,at their own expense,and maintain for the duration of the work period, the following minimum insurance coverages: A.Standard workman’s compensation and employer’s liability,including occupational disease,covering all employees engaged in performance of the work at the site,in the amount required by State Statutes. B.Comprehensive general liability in the amount of $1,000,000 combined single limit bodily injury and property damage,each occurrence and $2,000,000 annual aggregate. C.Automobile liability in the amount of $1,000,000 combined single limit bodily injury and property damage,for each accident. Certificates of insurance showing compliance with these provisions shall be attached to and made a part of this permit and be available on the site during construction. 25.All materials,equipment,installation,construction,and design,including the auxiliary lane(s)and intersection improvement(s)within the State Highway shall be in accordance with the following Department standard references as applicable: A.State Highway Access Code,2 CCR 60 1-1 B.Roadway Design Manual C.Materials Manual D.Construction Manual E.Standard Specifications for Road and Bridge Construction,latest edition F.Standard Plans (M&S Standards) State I-lighway Access Permit 4 Attachment to Permit No.410036-Additional Terms aqd Conditions G.Manual on Uniform Traffic Control Devices (M.U.T.C.D.)for Streets and I-Iighways and the Colorado Supplement thereto H.A policy on Geometric Design of Highways and Streets,American Association of State Highway and Transportation Officials (AASHTO),latest edition I.AASHTO Roadside Design Guide J.Institute of Transportation Engineer?s Trip Gneration Manual,6th edition Some of the reference materials listed above (A thru F)may be purchased from: Colorado Department of Transportation Bid Plans Room 4201 East Arkansas Avenue Denver,CO 80222-3400 (303)757-9313 The State Highway Access Code may be purchased from: The Public Records Corporation 1666 Lafayette Street P0 Box 18186 Denver,CO 80218 (303)832-8262 The website is: www.dot.state.co.us/business/accessmgt/ 26.Survey markers or monuments must be preserved in their original positions.Notify the Department at (970)350-2173 immediately upon damage to or discovery of any such markers or monuments at the work site.Any survey markers or monuments disturbed during the permitted work shall be repaired and/or replaced immediately at the expense of the Permittee. 27.Should any excavation encounter plant or animal fossils,the remains of historic or prehistoric structures,artifacts,(pottery,stone tools,arrowheads,etc.),the work shall be stopped and the Permittee shall notify the Department inspector. 28.The Permittee or the contractor shall notify Lee Ireton at (970)350-2147 or (970)590-7155 at least two working days prior to beginning any access improvements or construction of any kind within the State Highway right-of-way.Failure to comply with this requirement may result in revocation of this permit. 29.The Department inspector may suspend any work due to:1)Noncompliance with the provisions of this permit;2)Adverse weather or traffic conditions;3)Concurrent highway construction or maintenance in conflict with permit work;4)Any condition deemed unsafe for workers or the general public.The work may be resumed upon notice from the Department inspector. 30.Upon completion of the work,a letter certifying that all project materials,construction,inspection and workmanship was in accordance with the plans and applicable Department Standard Specifications for Road and Bridge Construction shall be submitted to the Region Access Manager.The certification letter must be signed and stamped (sealed)by a Colorado registered professional engineer. State 1-Iighway Access Permit 5 Attachment to Permit No.410036 -Additional Teriis apd Conditions 31.Speed change lane(s)shall be provided in accordance with Exhibit “A”(to be filed with the Notice to Proceed)and Section 4 of the State Highway Access Code,2 CCR 601.1. 32.All final signing and pavement striping shall be done by the Permittee or the contractor in conformance with the Department’s M&S Standards and the Manual for Uniform Traffic Control Devices (M.U.T.C.D.), unless otherwise agreed to by the Department and the Permittee.Two weeks prior to final pavement marking,the Permittee shall contact Art Rodriquez at (970)304-0173 in order to review striping layout and to coordinate schedules for striping by the Permittee and inspection by the Department.No pavement marking shall be applied without the required plan review and authorization.The Permittee shall provide layout to Department striping inspection personnel. 33.The access shall be constructed as per Exhibit “A”(to be filed with the Notice to Proceed). 34.Construction traffic devices,when not in use,shall be removed or turned away from traffic. 35.The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of 40 feet,and shall slope down and away from the adjacent pavement edge at a rate of 2%grade for a minimum of 20 feet. 36.The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 37.All required access improvements shall be installed prior to the herein authorized use of this access. 38.The access shall be surfaced immediately upon completion of earthwork construction and prior to use. 39.Surfacing of the access shall be completed as per Exhibit “A”(to be filed with the Notice to Proceed). 40.No paved surface shall be cut unless specified in this permit.Asphalt removal shall be saw cut to assure a straight edge for patching. 41.If frost,water or moisture is present in the subgrade,no surfacing materials shall be placed until all frost,water or moisture is gone or removed. 42.The access shall be constructed and maintained in a manner that will not cause water to enter onto the roadway,and will not interfere with the existing drainage system within the State Highway right-of-way. Drainage to the State Highway right-of-way shall not exceed historical rate of flow. 43.All existing drainage structures shall be extended,modified,or upgraded as necessary,to accommodate all new construction and safety standards,in accordance to the Department’s standard specifications. 44.The Permittee shall request final inspection by Lee Ireton at (970)350-2147,within 10 days following completion of access construction,and prior to authorized use.The Permittee or their representative shall be present. State Highway Access Permit 6 Attachment to Permit No.410036-Additional Terms ad Conditions 45.A fully executed complete copy of this permit must be on the job site with the contractor at all times during construction.Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. 46.The design and construction of access and/or development of this property shall not negatively impact adjacent nearby properties.Correction of the problem and cost resulting from damages shall be borne by the Permittee. 47.It is the responsibility of the Permittee to determine which environmental clearances and/or regulations apply to the project,and to obtain any clearances that are required directly for the appropriate agency prior to commencing work.Please refer to or request a copy of the !CDOT Environmental Clearance Information Summary (ECIS)for details.The ECIS may be obtained CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction-Environmental Guidance webpage at http://www.dot.state.co.us/environmental/Forms/asp.FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations.Prohibited discharges include substance such as:wash water,paint, automotive fluids,solvents,oils or soaps. Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE)Water Quality Control Division (WQCD)as significant sources of pollutants to the waters of the State,the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit:landscape irrigation,diverted stream flows,uncontaminated ground water infiltration to separate storm sewers,discharges from potable water sources,foundation drains,air condition condensation,irrigation water,springs,footing drains,waterline flushing,flows from riparian habitats and wetlands,and flow from fire fighting activities. ANY OTHER DISCHARGES,including storm water discharges from industrial facility or construction sites,may require Colorado Discharge Permit System permits from CDPHE before work begins.For additional information and forms,go to the CDPI-IE website at: http://cdphe.state.co.us/wq/PermitsUnit/wqu. •4 U N Not to Scale I Krager and Associates Safeway Fueling Store #920 Estes Park,Colorado ‘Li’1 L #410034 4oc35 Oc3Th Figure 1 SITE LOCATION 905fig-sLC 0 SAFE WAY SAPEWAY NC. 6900 SOUTH YOSEMITE STREET ENGLEWOOD,COLORADO 80112—1412 (303)843—7554 PHONE (303)843—7916 FAX ATTN:DAN FLORI AR ANCHOR 501 T OIIA AEIOVI 50 HIP CONDI IIONINE or ACHE AOL AOJAEEST AlE 05005 THOR FLESH AVG AROVE FINISA GRADE AKA UI SO F GOWN AS ALT ULILONAIF ATTN ATTETITIFIII H AT P100 PUILL1ING Ill I LOLl C 191(111 /OIIY’IIIY AIR [1110W OR 0101.1 [“IL 10’-AVNU’II AT IV PRACTICE 0’All bETWEEN C AMERICAN STALIDARD CRANSCL LA [Al.blASE BOLT CF COLD LOOMIS ..0’CUBIC FEE’PCH I.ATIUIL CR’ITEPLI’EE OCR IROL JOINT [(0 CEILING CLP I LAO 0445 ESRRUGA05TT ROTA,PIPE CDL 1.155 CONC ‘‘15110.0. CORN (JNTIEC 11101 CONT CR COMPLETE PENETPAT1CN CR0 CONCHETE 910,0.UNIT CSK COONTEASIIIII OW CUT WOOf° ORE DOUBLE D 0000055 FIR HIA or 44 DIAMETER LUAU DIAGONAL DIM DIMENSION SI DOWEL JOINT DL DEAD LOAD OLE DEEP LEG TRACK DR DOWN 00 CIITTCI OWE DRAWING ER EACH CE EACH END CF EACH FACE E CAST Ar EXISTING Fr.FAAL4PIF Gaoway Planning.Archftecture.Engineering. GALLOWAY 5300 DTC PARKWAY,SUITE 100 GREENWOOD VILLAGE,COLORADO 80111 (303)770—8884 PHONE (303)770—3636 FAX ATTN:JOHN SCALES CODE ANALYSIS APPLICABLE CODES 2003 ITITCANAIIITIIAL II1IILOINO CORE 2003 IIITEROATIIINAL ALL!IA!hEAL CODE 2003 INTERNATIONAL FUEL GAS CODE 2003 INTERNATIONAL PLI.IAI3II 10 CODE 2003 INTEAI1ATIYNAL lIRE CODE 3005 NATIONAL L[ECTOICAL C 0,E 2003 ITIIENIIATIYFIOL ENERGY CANS[900TION CODE ICC/ANSI 0177 —XX,&AOA CODE SU[viIvIAR’( KIOSK GROUP TYPE ..A—El ALLOWARIE APE,’0,000 SF AREA AC SJBSIICTE’l ORB SF (NOTI -SPOIl-IA LES) ALLOWAPLC HOLY-IT AU’,’T SPURT AFOOT AS SUB’.FT’TED ...150.571 ST000 OCCUPANT LEATI —PUPL,E AREAS SAX SF H 327’/OEY 7 O(E,J0.U,TG OCCUPANT LOAD —EAPLCIYEE ONLY AITF.AS ..300 SF H T0051/0CC =4 OCCUI 0435 TOTAL OCCUPANT LOAD ....=2!OCCUPANTS NURSER OF EXITS REQUIRED .I NIJMBLP OF EXITS PROVIDED .I FUELING ISLANDS AND CANOPY OCCUPANCY GROUP N EONSTRIJCTIOTI TYPE Il—B BASIC ALLOAAPLE AREA 12,500 SF ARCA AS SUPMITTEO 4,360 SF (NON—UPRINKLEPED) ALLOWAITLE HEIGHT 55/4 STORIES HEIGHT AS SAOAIITEO ..IS’—ID’/T STORY OCCUPANT LOAD -“GARAGE”..4,355 SF H 2005F/OCC 22 OCCUPANTS CIVIL Co 1 OF Cl .0 Ci .1 C2.O C2.1 C2.2 C3.O C3.1 C3.2 C4.0 C4.2 C4.3 IR1.1 IR1.2 LPI.0 SE I SE2 FUELING FPJ .0 2 4 5 Al Al .1 Al .2 A2 A3 A4 A5 STRUCTURAL SO Si .1 Si .2 ELECTRICAL El .1 El .2 El .3 El .4 El .5 El .6 El .7 FUEL CANOPY FC1 AB1 OF 1 El OF 3 E2 OF 3 E3 OF 3 COVER SI-IEET ALT/ACSM LAND TITLE SURVEY DEMOLITION PLAN SITE PLAN EROSION AND SEDIMENTATION CONTROL PLAN EROSION AND SEDIMENTATION CONTROL DETAILS GRADING PLAN 1 H’’A,‘“AR ‘s UTILITY PLAN STORM SEWER DETAILS STORM SEWER DETAILS PAVING PLAN ‘- SITE DETAILS SITE DETAILS SITE DETAILS IRRIGATION PLAN IRRIGATION DETAILS LANDSCAPE PLAN AND DETAILS SITE ELECTRICAL PLAN CANOPY LIGHTING PLAN AND ELECTRICAL DETAILS FUEL PIPING PLAN UNDERGROUND TANK SECTION AND DETAILS - EQUIPMENT SCHEDULE MISC FUELING DETAILS MISC FUELING DETAILS FUELING SPECIFICATIONS FLOOR PLAN ROOF PLAN AND REFLECTED CEIL.INC PLAN RESTROOM PLAN AND INTERIOR ELEVATIONS MERCHANDISING PLAN EXTERIOR ELEVATIONS AND DETAILS SECTIONS AND DETAILS DETAILS ELECTRICAL POWER PLAN ROOF POWER PLAN AND LIGHTING PLAN ELECTRICAL DETAILS 850 SERIES 6 DISPENSER SITE PANEL SCHEDULES DISPENSER ELECTRONIC WIRING TERMINALS VSP WIRING TERMINALS ELECTRICAL CIRCUIT MATRIX DRAWING INDEX SAFI SAFEWAY FUELING FACILITY STORE #920 U.S.HWY.34 &STEAMER DR. ESTES PARK,COLORADO LEGAL DESCRIPTION .0 •4LI 1 LfQ3q. L.{IOO,35 L4(Qo3 AEGINrI.NE AT A POINT ON TH COT LINE OF SECTION 9.TOWNSHIP 5 SORTiE,RANGE 72 WEST CT’TOE 6TH PM,WHENCE THE 000TAWEST CORNER OF THE SA.3 SEET’ON UEARU SLOTH U’S’WEST 90 1 FEE’THENCE NORTH II’S’EAST ALONG THE SEC’ION LINE 317.7 FCC’T.OFFICE AT OIlY-iT ANGLES SOUTH NODS’EHUT 4556 FEET TO THE NORTh PORT OF WAY LINE OF i’,GI’WAT U.S 3.1,r405CE SOUTH 507’WEST ALONG SAD RIGHT—OP—RAE 500.9 tEL’TO THE POINT OF PEI;VINING,COIJNT’T 00 (PRIMER.STAlE OF COLORADO. CICEPI ThOSE PORTIONS THERLOT CONVCOLD TO THE DEPARTMENT OF TPANSPOHTATION IN INSTRIIK4ENTS IhECORDED JAL’JAARY 3,199)UT P,ECFPTIOTI NON 97000059 AND 97000460, LOHIRCA LOTJNTI COLORADO RECORDS. ABHREVIATIONS GENERAL NOTES KIOSK BUILDING (850 SERIES) ARCHITECTURAL GENERAL STRUCTURAL NOTES FOUNDATION PLAN AND DETAILS ROOF FRAMING PLAN AND DETAILS cu I 0N11Rnan. PIES CETET’ICIV IFIOIIIATIITN ANTI I 1111(1 I SYSTEM EQ RIJI.IAL EQUIP I I3II’PAI NT ES LATh SIDE ETC LT CI (EPA LW EACIT WA, EXIST EXISTING EHP I XI’OIS’,*IN ED FLOOR ChAIN F (Ill I [II ITIT)1.FIUN FF5 l’IAI’T 0 INTL [.11 FE 11110 ,A FE I II ‘II 000II1 FIN I’INILII FL I I ‘‘A LINE ELI ‘I LI’’.,-LOOP INSERT FLB I ‘I P FIl roT JAIL TOW I’.0 OF 00,0111’1 P05 1,1 I or ‘o FAUG AIIAAIINS ERR I hEALtHS REITIFOH-CLS PLOLTIC FT ‘SET or FEET FTQ 0 .IG PS FAA SI2E 0’‘LOP C [A “.A,o SOW El-ADO AT NO”EH IX WA10 CE GENERAL EYNTRACILIA GLB CLUE VA “1 0,DEAR OR CRATE GTW SPADE AT ‘5”5’.5’,. ND -“i”r’,’,’-j lEER HORIZ HORIZONTAL HP HIGH POINT ‘IUF,DAUVE AS RICH STRENGTH ROB HIGH STRENGTH STILT HSFB RICH STRENGTH FRICTION BOLD HSO HIGH STRENGTH CLOUT ASH HORIZONTAL SLOTTED HOLE AT REIGHT MARC ORATING,AENTILATING AND AIR CONDITION INC 10 1110151 SI1’Al’T F Ii I SHAPED WOOD OUST UP TRUSS JST JOIST JR JOINT MECHANICAL/PLUMBING Ml HVAC PLAN,DETALS AND SCHEDULES P1 PLUMBING DETAILS AND SCHEDULES P2 PLUMBING PLANS AND RISER DIAGRAMS LLH LLV LP Al,! TEAT AIX 1056 MPH MC ADA N NC 11W RIO NO TITS 0CC SC 00 ORG PC PL PEN P -1,004 PLY ELF PEA PAL Pp P51 PSI F’TO PTDF RCP RFTR REF REINF PESO REV 1 REQUIREMENTS 580010 ON SITE PLAN SHALL GOVERN,DRAWINGS AND SPECIFICATIONS NHTIWII’IG OTHERWISE NOTWITHSTANDING CONTRACTOR TO POINT EILIT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO BID AllIS CONSTRUCIION 2 rIO wopv IS TO Pt’.,IN UTJSL ALL PERA,TS WoO RCET,SPTAIT,[2 3 CONTRACTOR TO 0900TDE ALL COSIPUENT AND PERSONNFL REI,iIIRCD FOP.1’,’L CFIECI’DIIT OF TLL ‘ACILITES BY OWNER’S RERREDCIJTATiVE, 4 LNIIRE INSIA,.LVTIOTI S,-1ALL 44CC’01.0 PPPLICAXLE CODES 5.VERIFY’ALL DIIAINSiONS AlIT CTTNTIITIEINS ON SITE 6.ALL FILL IN 001 TAIlS AREAS,OLD RASEULIJIS,CESSPO(ILS.OTF,’OiA ‘HEAVAT,LiNS ANTI ,NS,IIE BUILDING SHALL BE APPRORED BY CEOTECIINICAL ENGINEER T’RIEIR TO FILLING OPERUTIONS 7.FOAL CAUSES ARC DURJFET ‘0 1111CR CI’AIIGI 40 DArER’S PEPHLSF’‘UI AC FIT) TIRADE CAANCES TI CNCL’SS Ut O,TTT,’WIT-i’‘lOT OWNER AI”RCVAL roD L’IANET ACI,OWEU ‘I,U’CT’T’SS’SIT’‘01-’F.GOFAY A All’F 0.MATE IA A,AECi,IHEE DO AR’FIG LAIJLITILAPE AREAS ItT GNILTFE Ll,AI I hi L(E.A14 ‘I VICINO”Y’MAP 1,0’.5APVO,C’l HO SEOTE(HNIT’A.ENiII.ECR 1745 UAALL BE PLACED N 1,1’,A-IRS CI1M’Ai’TFS‘“,,.. TO 905 OF THE TIAA,MIIE.l ST6FJDUAD ‘VECTOR SF11511 AT OPTIMUM MD:T,’[L°F 0,’r.TFFI’‘.=‘1 .Xl.,FIL)A,UTERIAL 9000!AED TO BRING PAVED RX’L,AU ‘0 GRADE OR AN’F 10 AATTI’IAI 01 NFATI’5051 CTAT’LS SHALL EELS ALL REAUIRII,EFNT’,‘.9 THE GEQTECHTII’[HL 050T,h’ THAT hAS REEN PREPARED FOR TillS PR(LIECT 9 SF I PP()PLRTO CORNER PINS IN CONCRETE IF AIlp RTA CORNERS ARE III S1PDYI LI PS (‘ONTRACTOR,THE CDNTRUCTUH SHALl hERR THE EARENSE OF RELOCATING EIIFATICA’L 110 A REGIDTEFALO SEOUl ILlS ‘‘—-‘———-———‘—‘—————‘———-———-—‘——,—.TO THIS Ill 0 11,11 Il’110,01)TIll A EI’IITECIINICAL AEFTIRI A COPY 01’THIS 9)“oAT IS NEHED OCFIEOULE AAAII ARI C LIII 1lr10,T’LCTIIIN OF 11W CCINTHACTCIHS SED SEE ELECTRICAl.)IRAAITXETI 510 S,M’LAP I I ,FREE VTAN(’IN(I XN’II’’OIIHTJISTIEO AlIT IN’TALl )F’BY EWYOPY CCINTRACTTLP I.INTIFH SlID 01 1 MECFIAFIIUVI DHAWIFJI,0’DEF’AIUATF ILT’iNTIT ST 1 FIN F”TIINTTA’lEVIS I FIHSI’.TF[D AND INSTALLED BY GENERAl S “TI’ITT I COFITXAI lOLl Al I [‘(ILITO CTLNNT 011555 AFID FCI,ITIDATITINS Ar GENFRRL CCINTTIOE Tl,R SE STLIITIIFA’,T UNI EQS TTI II PWI’,E NOTLLI OF SQUARE POST Ar SQUARE FEET TO CONTRACTOR SWILL SAWCUT.REMOVE U REALALT EVISTING PAVEMENT AS FI100050P1 SW GI’F ITHTNI ST TO INSTALL ONDE ASROURD ELECTRIC.TELEPIICINE,EIIMMIINII 011105 01)950115 AGO’0111CR UTILITIES. SPCG TOT Ill, SPElL ‘,“F lIT 10,1111 IN I 3 GENERAL LONTRACTSR SHALL RECT UI ,lIlt,‘lAD,T,’lAE Ill WI UTTIPR 111,1 IT ‘OFt TUlIP O’ SO (‘0’IORF AND lilY-RATE AL I.ECUIRME NT FUHF’JISiII C BY T I IIWNER All TI’LLIII’T’’,U TO THE SITE A STRACTIJHAL I 4 lJ,NTISISTO’I!JC AND IBRICUTION SISTER bY CT IJER,AE CONTRACTOR,UNLESS UTFIE”WI E Ar STAINLESS STEEL STD PARR NATIONAL AANR MAL TITlE OWNER, SAIIEII TOUMFACLAL LE(;EN!) 0 POWER POLE lOUT POLE PlANnER CABINET 04 ELECTRA CRUIISTELRWCR PA CINF AC IOTA CL CABLE PEDESTAL Q’WATER VALUE 0 FIRE IITDPAIIT R.JF.ITTF ‘TIE WELT. EA,.’ITAATR TEWLR MATT.’ILLE STOOP SEWER MATH ILL FOUND MUNUMENTADION ALIDUOT UGITUMENTATIUT4 SIGN 0 TAN 0 OELITFEATUW POST 0000 MEASURED OR CULCUTATED DIMENSIONS (00 DC)DEEDED UIMETISIUNS CROW LEGAL DCSCDIPTION [00 00]DEEDED DIMEN,IUNS FROM EUCEPI IONS CPA COPFUGATES METAL PIPE RCP REINFORCED CONCRETE PIP ACNE ASPI-AALT CURB CC&G CONCRETE CURB AND GAITER PROFERTA I FE —.EICT.BER1NG PROPERTA LINE OAMER PROPERTY INC PRIOR TO CR.TP’IT,NS N LEC.NI OESERIPT’UN MEIILDINS SEIBACRO -—-SAN TRAY SEWER LINE TEr [AR C)NE ELECTRIC F RIA.TARI (AlIBIED) FT TRIP C SERVICE SIUFAM SEWED FR.EAI ON RIFE POST AND RAIL FENCE -SLAT FENCE 2202_.STORM DP,AJN ISIZE AND TORE PlATED) IUT.T B GAIT I)BASIN CE AR OAR KR SECT EIEII-ITIT, ,-;E - I’I .PUTITIIRETTA If TONI PUNT FIR ,A ‘.101 NUTFU A II’A AIIIITTATAANE’AAKAIROI IT VON PtA,..IflOl SM E IADOI to A. A : /1 oIT [&G . 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NOTE:SWMP ADMINISTRATOR.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED IN EARTH DISTURBING ACTIVITIES SHALL 51000 SETTER Hr:owAspT: _:00M -- V /N<ISLET - \[Il_TEE LOW PRIM iLE A.TP CT PETER ERR STEETV ANT CURT APPEAL 5RPM SEWER Nj)jj)(_DCZT LITRE N’— _________________ CRAW— —SNOT NAG® NOTE:DANDY CURS SAC MAY SE USED AS AN ALTERNATE TO THE DROP INLET PROTECTION (DIP). DANDY SAG® TROOP EAPT NOG’ AETTESEE PETERS OSCALMEESEN [ELMS EM SEE [EONS O4EETEEEI. IT EDJAMPEE 514.555 MES TAMER TEN MT DEEMS SATAN AUPAMN44NA MEN SMITE A SEAT CARAT tRIM E4TELS’EN f 7/ PRESET (PLPSCUE’IPE) <o//K7 flL.*PTTPNITT:EAATIT TATNTLJPANEI ‘ITT N -*7?t - CTTp [SISAL PEE—SOAPED SOUSE TPETETSPILTPNA5UAE TA. SECHON A CONCRE[E WASHOUT AREA INSTALLATION NOTES CONCRETE WASHOUT AREA MAINTENANCEQIES, RE T .N .UT.TTPL PLEAT TIED ERA LOCATION RE T TUE CLIPS PUTT OTT.PU IT MASk STALL BC REPMPEC REID EL IT NA.!ROSA ETTL.RTUET PIN CLEATICT S P 45 ELECESST#T TO UTTp TAIL! 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LakoleUtCELL listed &I.B.E.W labeled;flash,pendant mid bun ks wnaol suatablo for wet tocabanm toe under canopy rnoaant ing,mel lnoatinn fan wall nnaant Plmolamelela lerleeerealicee Coolant laotoey ma tales repnesoittatioe, nrtcinrourlsoss snaa.oot on mraaant tenant snubs 3254 Noeth lfilbeeare Ananan Chiaage,tllleals 88641 Phone 773-427-7000 Faa 888-217-1288 www,nsoolighting.oom Proanet tithe ra.wrnrg gent SeDans a,inn.aan 0224,23]siio.aw 0 oaasacPan-ntg ai pwanat ororo rmtuor CO2aiSta I n”lTs5 ,_,‘“ llMirnrDcI;;l ladmnuse V LirteoH ou thertrrlfaalSiln EPA -23 OUtING -Tn-at tarn-pro alumnnan lraaunrgnisaes a nneathei-mylf. thnmabaeasarsbsaoeas Tat tenahot oomata/aynnngs aawa ma oil bin ion an padsn let tot fnuagh nrrnq llaaaieaatmnum Pt)811ki italIaN.or 250 watt naonrrom Fotaew th mIt Class 1.Pinanon C Soaps P.O.C,in B Iramadyro lanernam rugsaenret LEIIS1ISASRET -Dbase otnora Sat kinperntqaasu do ota CII ddlmonj lOst ternopit gin do,kmarunranan vet-pine ntrsdwi NoneneaoiabnueraresirainraaiminalarythtIn tong LENS FRfJifiltOSR PaStIER - Foatutwa amtefra target an-rat asiraar ins lnaomn.Sman llama donor in kdms with sbiokus god sjongototanthony any Ira Pus® INCFALLAI100 -ladqao]lot seryle dad onotim elena ma lamtintatatbi ant mtsodnaoam 0 aaoiatik ham atoae.Ire Garrote Tip dat .oaow araatwr4l ha nrmtron/Ic reed In ar*ktnaolneananin Ga Pnsnru Top Pant lamIn irsolad by on unmsn n ether a 12.at Id’doOr pars GIMERSIORS REFI,,ECIgRSIRISTRIRITI1ON PASTERNS -fin seed trim rynda system and synemrflmnst ite fnrwale Pan germrrul lgtreg natleu the campy UGIIT Sf08155 -Pato-Stat RInd lialde thrpçot edn koryt emsiaani OdSIdSIS -lt’gtm-pncnu beta typo ballast Psko-SWt Mrto Pate krataeu Solar ChiP m.taboo an ratd Ia ‘20 deryrw F merthatu Ire taint nmonarrol e a ooaaath eahanin inst Ga Wed and depositiOn lanus uperahle)esnro esPa flNtSIf.thaatord veins an militIa or titan —ha tog Each Tine in irwin nrth l.SG Saracrg°pstesmnr ynurrle nat Sootr pins,San Somathnp Snob wrtlon,acds edrymo wrathot tlraogw nathan]owing a Trainer and in goa.matmi Ion trw ltd years WARRMST -ireEncore Top Pared mamas a catttprdwwae tala oaramp oral gets,leash,ttraaislmn an] deceed oonytam inane)lamp) PIIOTGMEGISJES -to boned plotarenramlats naain 1.21 Prrmleae Lgntrg SPas 6O6eoo5 6”Diamnler Compact Fluorascnnf Aluminum Cylinder Surface,Pnndanl,Wall or Trunion Mounf For Lang Catgsobmma mOp Prarleat _,_m nonIren —Lannomrac rhataiw tenatan”Eta1 t.._._..-— ___________________________ PATRIOT SMALL LOMINAIOE OIRUERING INFORMATION ‘a &1)1___tua’cm in - laona Ndn P mt aar In 101-latin Iltite n-lam Cnaar IRS to?-boise ninth 5 r0pe yr i is]tO.rtat,mon war ‘mnmmnemet Ii’l Main lip’Ito’find Fl-nsremnrt limit is amF5 11th Fiettnar sate onasn II In faa POP-inn-sn Pius S rypea r®.iaraan ELI-os MIT -crlr SVS-h,inthmmn Oats SET cr,cnun I ‘MSzI_I ____ PTKS 5 175 MH F MT MSV L Iynapr(1SF a iTPICA(gallEy FCiSIT —baron 1mm Thnnmnn PLG??-furor type chaIrman PCISO lunar Inca Pnniacnr rItZ -Soet Corned imn,oamt Ii lainramp -at---iltako a Is atommaser A ____________________________r tewadw rg ENCORE®TOP ACCESS -FLAT LENS LOMIN0I8E GItDEIIING I0008MdIOOA ‘rmcaaearnmooes ECTA S 250 PSMV F MT WIlT I man at -maw — Plant Lqaanat tam a.e saint nia I rma,eina mm naoanaawnaaa I ornamria an amli-lan’‘caruso ira sa,enn-,nmevri,n H innamrsuoiwej :t:;m1 ROn semin H’iii nmoaum,nm,mvcarn mona scm ml,’Lamn’a’mr.n ,iumcanc In Oa,ad,o amn--”o n,ronmomn Irma sIlIca anlan’rmar,a nsurmanuorayararmunn,nmmanoa,,rur atom Iaann’-m,’ana In3-’ir,iom.nan,.cs,oOsmr,nsmi mn,rnerinuernraoanuanme,nn .5 ron lola’s lIar ansiuvnm’aanrorraaos.nurcm commas unnnurnmmaimmmmomn.mml’eirsmunnaaal.r:,oa’a,nmanb dm1 cq;,r-n-rSl,C4iiIs Ails- Ø&sc0 3m ‘nears ma Laaarn IRRICAI1QN LEGEND CONTROLLERS AND SENSORS ——F L ..[r[r[D rL .LP’ OWNI F IF 14,tALL (.RAItIF F U IT AAFIflFLF F FF I (FuRL,1FF ——---—-F4ArrFF3II?L F :F EL PMN rFFJF)F —U UN 1FF,Full F[F NF .CE P 0 C FFAFA!F POINT OF CONNECTION ..F .F.T2 EN CONNECTF[Ii..,EE El [‘TFEFOFIF P,FIF.jj W0lP 1401100 PEP TROll ‘1 1,512 RUC_’Ill’,‘.“‘-“‘‘o I —-Y1.,pocpLWNsr0a’,0cAIr’I .1 ‘L.L.. 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‘SIIIRCI.IEP’S IS THE ‘1-P FILl”,F,“1,F ‘A,’‘,RFS000IIFEIFL FAR “I OF .11,2 ALL ‘IIAIF,”.,OlAF SIEVES ALIT,PIE SIP’‘5’.1,010 MAy51,ARIAS PRIOR TO RAtTlE ALL SHALL F’)‘0 .‘IT’,0 PIPE SLFEF’l FOR (‘II’AIFII FIR OAF [IBIS SHALL NEA*IIIIAIIA IA’F 101 VIA ‘I ‘F ENCLOSED PIPE,SLEEVES I ‘I ‘IITRUL WOE’,L140LL V.A-li’JOE SLECATTI ,/MAINE NOTE RN2I THE WIPING SLEEVE LEGLIIE lIEU 030,0111011 ON II”,,[10,0 19 101101,NAIl IlL,LIAALIA 514*1.1 RE FREE OF ROI,PS GLASS *90 OTIYER EATR*IAECAUD MATERIALS L*PEEFI TRIOS F’IN DLRUEIEW OACFFILL SHALL RE COMPLETED TO US”,RAVFOUU ER,01115111 20 IF “0*1.010 ARE IDEATES RI (1’SE PPCFYILIII V TO FOLK OTHER.CLUSTER 0*1015 III’IJMAIFFOIDS IllsIaLL TIE MORE 10*01 ONE ‘ILIAC PER AlLAN.RCA 10 IIATII’AL SPAIN 11/1 AP FREEZE AR’11 ‘,‘IlI .‘“‘‘N1LOC*10_E LI “IL _S’Il PP_AN’S DC O SI’’._,.TERAL,LINES ‘D”EFE 1.14 ,‘II POFILT 03 4’POE 190 CF THE LINE.LSSATE [OLIN 0 ‘1 *U 11*’IA 51 12 51.01 IL,LA FROM TIlE LAST _PPINFI,EF lIVE’SEE ‘,‘(F FlAP 0*1.01 OR’El,TATFGN 21 USE 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II,SIV(RIE DT,6 O,4110’,,’PI,HI IRE 0111.10’S FC”OE 011)40,1,41101_I”0_1,1 OIl’,’BEFORE IOIS’Al,,L,OTIOII STAlED LCID*[IE1IS 011*1,1 BE F S4”'EO II E’R,SFIFN IIELD—1A—llCAE LS’OSPA/IF 27 FLASH ONE *041001 ALL ‘,PPFIIYLER HEADS FUR I)FIFFA VA P[PFSF’MAIICE *110 TO PREVENT 2/I F LII 061(0 WOLPS,8000WAAS *1111/OR SAJILDITIES *5 MACA AS POSSIRLE THIS SIIALF,INCLUDE ‘[LETTING THE REST 002/F F LIlT AND P01)105 TO FIT THE EAISDFNN.SITE COTIDITICINS 28.III POP—Or’TYPE OPPINILER HEAD’INSTALLED iN TURF AREAS SHALL BE INSIAI,LED SO THE lOP OF THE SPRINKLER WELO IS FLUSH OTTO THE ACFJ*EEIIT SIOERIIV,OR P011110 ALL POP-liP FIElDS AWAY FL’l*FNIL’OASC*PE EDGES Al TURF SHALL 8E I 1.5000 THE FFNISII SPADE TO PREVENT COIIIAEI *1111 MOWERS 29 UPOII COIIPLENOII OF INSIALL,HTIOTI OF IRAIFSATIVII 51’SAEAA 01 .100’,CASAITKAETOA SHALL PRCI’,ISE TRE FCFLLCMINE A,ACCURATE RIO’C*OI”0 ‘I 0”RINDS OF ‘10’,”LI FL Ii A A I”’,’A.FAO TO RE PLACED INSIDE EACH CVNTRS’FLEO BUL B,LOG DII ALL AlOE0 *1.5’A’LI’.I.Oi’Li,1’/”(F”F’.,41’,I’IA’’’’l’’.THE 10815*11)11 SYSTEM SINCE I1ISTAI.LATE,N C IIIIE 1,01(0 NI’TRAIIIING ‘‘A’.’’‘‘‘‘‘0’”‘A VILE 040TPOELER ‘‘.1, 0.110016 VIP EAFII rIPE 04 ‘III,11111 140/,IIF’R,,’ ‘I 1 \2,, VALVE NUME9LR A””‘- NIPY -. _______ VALvE ‘V VALVE SIZE GPM ZONE 1/FE VALVE NUGINER IRRIGATION SYSTEM DATA CONTROLLER ‘A’ #1 //2 #3 #4Ti”iI#7I#8 119 #5 1116 #7711118 #19 1/20 Ii/”jIO”I.EI IL”IOTZl IIF”j III’IlI”16I”T(’1/I”“I”III”,)111”I/F’‘7 10”10’ 7/76 ‘0/50 IOlS 15.3 I//F IDI IT,7 7,7 1-711 EOII1UZ 5V l5Ih±15,2 IC’7 TI/I 1/001’0071)0 ROTOR 151111’1,1,101,11 10151 2 50’?ROTOR 7011251 1lAO ROTOR P1111 F ‘1 ‘1111 1/DIll SF101 TIES?LE’RRO ,,PI”/ ft21 #22 #23 #24 ,#25 #28 #271 #28 #29 #301 #31 #32 #33 #34 #35 #36 #37 #38 #39 #4° 15/15.7 1.I 72.7 0”I 51”0 0”1.0”I 0”1 0”0 0”1010”I 0” ZONE 1/FE 1/01,1 1/01111 pFo, I :50*1 -- 7-1 1/P I/o 7.4 0111001 1 3Pi’OI 152 I TO I PF)TOO I o’,J I C” 4 7 F, *1101110 EE-3 111111, 3.1 I LI I,U I F,’IT0 70’0 751 — 7.4 01111 10 DRIP (30)11 TIP i5 — DRIP DRIPI — __ -‘,fi .1- I’———— pH I’”.,,“,-_.,-—.- 41] AFE LOT 1 SILVER LANE STABLES ADD. I ‘,‘IY ACPCS 1,0 4 FE 5511011 FEE’ I II Ill’1110015011 l/E POINT OF’CONNECTION 31011 P01 SSIIRI 111.01051 SF21 OF 101’211± •T’I[TAEFLL LATER SEHFICC POll THE 1301100,1011 SRSTII,I •I”TAP 111161 TIlE IIVAISTIC LIlAC TORI’I 0000EII SERVICE P11011 001 TOP 11110 III CIAESIIC LINE TO [HE IIYY1CI,OIIOTF UFICY FHR.CAI,’,IV 961111 •I”TYPC I’COPPER SERVICE PROM THI FRP’IiATI’Ill METER 10 [FOE IPRIF,*lTOll OACIIFIER POEOEIIToP 102 ORCI”[OFI OE’MCE FOR POIOAT,OTE USC •SDIFTRAC100 Shall ACRE,L LEA!Oil 01 II’ AUCIII’LOW DEVICE,III NIEID 10)111 OINIFEP 0* OWIIEI1 5 PEPOESETLIOTIOC. •l’R,SURE 11CC/FAT’10 IllS OP 1111L111 CI 01 Fl SIIAFL — HE SI_I Ill OR PSI FOIl AC FTYNISUTIIIU SF [FM TO 80411 •SEC l’l ,PONT 01 SIIII1IETIII IF 010,000,II’)I I .514111 AVEOSERE ITIFSI’T,IA’IOTL WAS RE’S /50’NI CL F IFDDCO FREFU TOWN OF ESTES ROOK ‘WA’FIl 0111010’lIT SEP P411160*1 1*1,1001106 IIOTTO I 0’F/’IVii,‘IA’‘‘SLUT ,,IOSC P06551_NI V ‘‘‘RI’,II WHEN REPYF LIlT I ‘C l”HIIPEl’l ‘1 Al .- ‘“1 1’I.oIF’IF.EOME’,OIT I’ll —lOT 100 0111110 ‘ll’I’l’AC 00 SHALL COI,’IRIO II ‘C ‘ZE FT 0.1151 115 .1,114CC’C NE 0110 01151(1 ‘lAO 1.01111,5011 HHCIIITF’[J IA ‘HE ‘L/E IS 00001111 lION Z/’rç 0’S0 v’S ‘02 117 II’ l01 Ci /“POINT OF CONNECTION SCHEMATIC DIAGRAM ‘‘‘‘‘‘‘‘ORFCR WI,I SI’’’’‘‘‘‘IEo’IL —-._L HAIl lEO U 1”(00,01 LINE ATIE PEED ‘IIROIIGH TIE WALL UT *61 1,011101’S REVSESETITAI I/I, —..O ADD 0170113 008 01111*1, IT UTLE 111531,111,11011 “II’1A,’‘F NI ‘II”I’o,1/I V , ‘,KTJNjJ.•5E01 Aae MV)()01(1(1 I I F1’l lI/ICR 01,3W \\;‘,,,/‘-H OUT ,/ I’BUCPP 11W OEVI(C (‘‘/F) ‘I,r IVISAUP VVEVE / 111.11 A,[[AlL VALVE ,<“-(I)“T(E)P_(F 0 0 / 1418 SATE ®‘CL 11/PVC 2 P Q VII VI 5FF’,VF 11110 F I 1’‘1’‘‘.,I’o HAERI1E1P CUNTPFIIF I,IF II,I )‘‘CIA ION/F ([FlEE’,,,11 CFNIP’FF 011/I (3 I ‘‘II FOE 21’NflflP ‘OWN ‘ASH A Q ,,S’AL O-’i )‘PP,E T ‘‘I’A,\ o”T:IT I’,.,,(385111 ‘ ,,0 ‘3(5 I’’,0,Qo’.o’,1,1 01CR III’. ‘I 10101’ VYLS(S ‘III,‘AFT,IN O’ll,111111 01111,III 3’\,S ,V’ GENERAL.IRPICATION NOTES Fj CONTROLLER NOTE I IIIFH(ILLLIA A 10)11(1’:43 S’LI”,A,0011,8,80 CSI’-UE •‘APSE ‘3)DOE”55011593 FOV F I LI’1.01,, •OF’IIP’LVLATIUAII9NELEWIIH(’O’lLL ‘0 S/V FILAER 1.2,110,,”, BE 1’”VOlIEl,81 ‘111111’1141,’’41 IF I TLI’l OLEP’16’1,0 AAI ‘LIII (I I IAII LAO (1 ThE AND OFF “LNTLA,I F ‘OV’I II 11 II ,I A’,‘,SC_CAl I i’,’,I I ‘‘F.,I ‘,OASES 3*1 IP’C.l’ES I ‘IA ‘“i’,’,”..’’,L’.”,F,,N 1‘‘“IV’‘A’1,1 ,1,’‘ LII’.‘‘0 ‘I S 1 10019*’“I ‘1”’‘E AL,010190 AR AlES A,‘IFILTII’_P ‘‘UI’’)’I ‘‘‘‘A’,P I ‘‘“‘10’‘OA,I’L‘.‘.I ‘I ,I,‘‘.‘,,il,._‘0..,,.ARNIE F_AIR I,,,‘il’’F 110,1 ,VIL[IIVL I VI ‘I iA,_E[ITL P1)1.1 lIllY,IFEUS H II’III’’F III’,l,lIll,,.O’Il’.1 ‘‘01’l,V’’,’,Ii’’,‘,,I ‘F’‘‘“‘I ‘0’,‘,‘(I ,‘‘L”,,0.,I A,’*0 ,,,AT,’I,L CJ’OI’Al’I’NI’I’’, 1 14’.,1’,,,l,,,,,,‘1 I “I I’1.EP IRRiGATION COIITPAC’E* 4’,00 11 ‘10’,I TO MOVE ‘‘‘‘A,K’‘P ,L’l ,_‘5T 2 PCI I P TO F ‘,,‘III ,1*5 APPROPRL&JEI FOR ‘110141110 11510 11,111’ArID 0,11100 HA’PI_ICAOLE INFIIOMDTFON 3 THE I-I”AiIl 1.LIOIITR*CTER “Ill”’’,‘“I’ll 1*1,1 O’LFP*1,11111161 P0108 10 .‘,H*’‘.101,41 0 FA0PIA’ID 5A1,OfiTlAI4 “1 ‘“,I.O’P’lC,,U’IONCAJ’E.AND OTHER AA’PEICABLI PLANS 10 1 I HLIII I I1111,11 IA TH000IJUALI I ,I 0 110115 *1 RCPURT ANI CONFLICTS IL ,REPINCIF’,AILILSPI’LIIIITLTI00 IMMEDIATELY ‘V’l’l’Il’TV,,11.1)1 ,I’A ‘I’ll)AS 5±104111 OIl T”F C000,TL(2 101,11111/F_II,,TL’C,IL’’I F 11,,A’’IL’IlI’CRC I 101,III’’OR I.’1I11’SlLOlN ‘ill 0A ‘lILIES ,“‘i’I ,.1 ‘‘‘Vi ‘Al ‘‘‘1 ,‘“OF EI’O’O’Li ‘‘‘lIlAC 1/F TAt FR,’‘Ai’I,lI 1”‘‘‘‘4’“0’,‘‘_AI’,”,Lbo’I ‘I ‘.,‘,I,,.1,,i 011)1 [I’ll Fo I OF’‘11,11”‘(l00A’’,’’’1’150EFW,’00 5,01,‘“I F’III 111 IAIF’,’AI’.1 1110 A’)1 ‘‘‘O,’”‘‘‘011 ,‘‘,‘‘“‘,‘‘‘A’’,’’,’’,1’,,IRE ILL,4.115 Tl’Lll IRA,“EHA1A0 SIJUE CII IEI’ISTI’,lIIl I,1 P ATII 01,15 l’F’I,I’(50O’1’.I’‘.7,1 ,‘NI 10 0 VI 110 R ‘‘‘TIE ‘LI’’),0111 i,”IF ARTIERSSAb0A,.,I. S TI ‘S III ‘‘‘11111’II I ,OF 1.1111 ,,‘IN),’,OlI P TA PAMIAIARF7E lU LII WITH OIL 101011 1”PT1EI11 [‘I’YLIII,lL’,1,1 RAIl’,‘‘‘‘II ,11111 THE ‘I,Vi 111,11’III I I’IA,‘‘S ‘—“‘I 1.1 0 El *1111 THE SET1ERAA COTITP,REIOR UTLO OTHFR SIO’(IIIFV(I’P 011’IVI FF’l’lLlIl’.Ill II VI ‘I I PIPE I I Fl III),,I 10 HAl 2111 ‘0 ROADWAY I 10 II I I 0 SEE 01058 P121015 TSP 1001(0111011 POI9T CF CONNECTOR (TAP?AND .A,‘,,WOTEA SUPPLY 1 TOE 101-11,0 111,11 CONTRACTOR SHALL PAP LIlT AlIt ILL FEES*S”Vt,FATEEI WITH THE III’,TIILATION OF TIlE IRRF5ATIDII U’SEA 0 TlEPFi,,5A1.(*I SA5TEU 105GB ‘S 11*_ID flu TUE 14101141100 CPEP,AR1ALS ROt”P1 AAID THE U*J,t”A’AO E*WFI.3’AU*’i CIA 1*0 0,51111 00 ,C’Tl’OE 1’AL ‘A .TE TAiL CII TIlE OPAWIIIAS,THE (PP/FAllEN COIITP*CT’JP RLAL FIELD ACOIFI IIIFIA’’S .1 1 05 ‘L N’’’I I F ‘,,00_’,50 IC.CINSTRUCTSN,1110 51101 1 PFFI ‘F TAll, EIFFEPETF’EU OE’IWEEII TA-I WA’(*AOEP4LPE 1113 *l’ES ON THE OP.‘Al’,’‘,,AI,3’50A’I A’I I’.,,A_‘,I—I’’‘IE .50 5*1*’IILCITI’CF V ‘7911I’T,101 04 TIE OBTIEP’S AATY’)PIZED “‘[‘VI,,1,1401,6 *040 LI.’ISo.ONE *LSIIITECT Ill “1 E,OT,,1 —‘-‘,‘ I ‘.,,‘,,5 Vi”‘.:PE’SP’EO CF APESSIJALS 110141 CPEAI,’,CA*1I6O P8150 TO TIlE 511.101 F I ‘I-I 1,,,,,A’I OIl SlOT,R’VTl’30,1011084,TAlE IL F ‘.11 ‘lIlA31,,[0,1 1 1,I FOR NEC ‘10114(1,,,A S,,F .TIDI1 *015 P P10,1 EllA’,111 LOlA ALTERNATE MD I ‘IF’(IF .01 116 COSTS 9 110 MOPE 1014*900 1 1 1,1 ,‘O’IIAIITII*’IrI R*TEII PPCSSORF WU USED P1 PRFPIJFATIUN (IF THESE 0110115,1 111(11 F091,PF,THE LIA*IUIILI I ,IA THROUOAI TOE METER SHOUlD NOT I’F,‘“‘1 I 1,1,A 3,01111 SAFE LOW IA INSTALL ALL OVII ‘II AND I JOIPIAPILT AS 50(1011 [145(11’0 1111/I ‘All S NV SURSIIIUTIAUS OF EOUFPIIENT WILl ON U 0 ‘IA),,IRITA’I’l PLIIIR WAIIDEII ,HPR(,AAL 80 THE ,,AlII’S’HI’E APSO11(Cl OP THE 101110 F,’L’.1’L’O’‘I THE IPFTIOAJIOIA CDNTPACTOR *4,40 BE RE’SE(PED [‘LIlA ,I OIL[.A0F ,A[4 ALL 101141 P000511 SORSTC4’ED F 3’FPRET,’ 2 —9 //2/9 ((311(0-li ROTOR HI RI)— lop IF ROTOR io SE 110011 411)11 1114 5”COMIC (1 I 111011 oriolE (5)01.011 OR I VOIlE (3)V-NC 5011-00 NIPPlE (3)1100 5111-40 1,1 0.0 01111110 RI, (31,,,)PVC 0.111—40 51111_IT P1± (3,)l”BXlrlIUIlll PVC 000-’RO (3)RA AWL lINE 455 (9)000 SOP 40 CRLF FL ‘,O ; -. MR —-F P1111CM,) BENT AROUND FITTING Cr11,111,(rRVCAL) 1 N PETE THRUST BLOCA /00.01) 11111 (OARED SOIL (TOPICAL) 114.1141 111 Cl01’,CCVCIl 11’ALL VI P111.01111 CIII CS (3)APR55 RARE ‘31110111CR W ‘1,11 111511 SCREEN (‘3 FNCLOSIII?t PEP IRRIOUTIO1J r’I CIOCSO 4)00.1111_OW PRCSEIIIER 1191 (o(64455 90 DEGPEE ELLS (IRA) 3)ARASS 051011 (TOPiCAL) (VJ RIIASS N PPLES )1 IPICAL) 11)‘F C0II1’I?EIC P011 —0001 E DO 011.015 AWAY rpokA aoCorLow P RE00 II TER )ii)FINISH GRAVE ‘F BELOW POD (9311 1111055 00011.1110 ((3 PVC 000111CR ADD 14011,1111 PlOt To)-002l’D ThRUST B,OCPS (D KEY (3)s’pisoso I-ALOE LISA (3)4’PVC SLEEVE flNISII 0940€AT F ACLOW TOP OF 004 IN TURF BREWS ‘F BELOW ISP VI BOX IN S1IRVA/GAOUNIICOVCR BREWS (3))IRRICOIION (3)4014041,CUTE VALVE (SIZED PER 444 11L111E( 3-INCA UINIUUU DEPTH OF —l1dCH WASPED GROVEL ((3 (‘WARRIOr SIIORALI. (3)1(5150 GRADE (3)TRENCH 1,41 11 Th LOCATOR RIPE 4/1111110 ,,)CR1111011 14011 0 PVC 11111104109 ‘41(041 111141111 MN 12’RI OW (POOL (‘31)SAND I,V”AIl I. (3)PVC SATEEVI,SFCIJC SEE PLOWS OP ®‘F BIN PVC WIRE 5I1.V0 FOR COlORS,WIRED PVC 1141111 111 OLAF —SEE l’IUrV FIR RITE ((3)pot 111111 011119 1101111111 531 l.I1IITIIIII WIRES —TAPE TO ,,J 1441111100 AT 10 INTERVAl S I’TI 131 l’C’II ‘1410 OPIOSCVCE 00.05 ‘‘F 11 “1 COrE CIE (3)‘I (III 111 LENGIR Or (SI WIll P111”‘,ECFIII3F”’I,,N VAIN 110 ‘PLO I •1 OF 2) 14)1(1 IBIS VAIN 4O BID ‘PREEN I )PERJOIC 101110 I 00111 04,41 SAD 100 ICR CU (31’)KAtIE All WIIR COVER —_0419 RAE OS-lID 4:1 111(11(1’P CRAVE/IcR or 14111CR J)I’VL 111 SOC NC ABLE ADAPTER (3100_A (1 Sf4) (0 11013 lIE PIPE 31 111 ROll SFB’WCE TEE (3))PVC 14APR41,RIPE (OJ10_lI1PAloI,olO14oI1loE INC RBO1IO PLASTIC VALVE ROB Q WITII LOCIAWLE LIII. OR APPROVED L0IIAL EII1ISH CR001 —TOP OF On 01’ (3)6CR TO DL 4’RB’ISE PIN GRADE IN PlANTER AREAS 011111 EVH,RVST BLODEA VAIL VALUE,LINE SIZE S COIlED LENGTH OF LINE (3)SIZE PLEA HOSE SOlVENT WILD 00 VALVE (3)RED BRICK TOPICAL,3 REQUIRED ())0 WEEP LOPER OF AEU CR0001 FIIIISI1 (4110111 (3)PVC S-ElI 40 CLI (3)PVC 0011 IV NIPPLE (LCI,G’II VS RA.CLI.AED.I VI 2) (‘3).30—IEICH 3(11010 LENGTH CF WIRE ((3)CO LCD W0IEPI’ROOF COII1IE,11011 (311’)SPLICE—I (I OF 2)10 TAO (3)01,100 BOX RIIII COVFH (53 PVC SCA RB CLOSE IIF’iLE (3))PVC 5CR 00 0.11013 FOR ‘OL’KICIII(,00_LAO,, ITS)PVC SIR 40 WOLF AE’01”EV (3))LATERAL PIPE ((3)011100 (1 OF U) ((3)30—111011 101110114 OEPIII OF —-1—111011 Wl.,IILD ISRflVFI 11311 F”I,ITO’0_lIE PIT I.E SOIl O’l FL.IN—LIVE F,LIEP OIlSPPCS0UIVEREGUlATOR (1(3)(‘IC SCH RB VIRIlE ((3)PlC 5CR 10 TEE (JR ELL PVC RV(NI 111E (31)lOP OF WIlIER (3)FINISHES GRADE—I’BELOW 101’ OF RDR IN TURF VEERS ‘F Ill SHRUB AREAS (3)OVIEII-CUUPLIIIG 00111 (53 IV’ROUND PLOSIIC 00100 11115 DY ._AA(5VII (OR 0000,,) (3)N’10110 64055 NIP0LE (31)3—11011 I,4,II1IWJIW DERIW SE .1/4’INCH WV1VRO GRAVE, (3’)RRASS NIPPLE (LENGTh AS —REOLIRED) (I’)DRILl (1 OF 2) (3)PVC SCH 40 STREET CII (.3)PVC 5CR 40 ‘IC AR E, Sj)WVC 144111,‘lIE ((3)“AC 5CR 40 ELL ((3 ‘F I 2’AEUWDIIU 014111 WITH STOIILESS ‘llLlL 01013 CLAMPS 00 CIILIIV*LIIII SLIPPOI1T ,RSIFI4 RI’II ‘i’IA’IIREOIARO ,i 1u,IEW’5IWI’,TO ELI-SO VT WIIOIWAA_—/ —11111CR lURING —60’BOA 11110111 -. NIIIE OF I’ll’56 “(III,10011 ROOT PA,11141 C OF 01,11 F B6’IUI.L I-C’i’LA-.. CR111110’WE 15 RI N 10.,,‘U 19101’- II 11101311111 110101111,,EMITTER IA VI,—111061,111110 lIT CU ‘lIP 11001(01 ‘IN II I AN ‘11111 EN 4 4 I SLOPEl’’’l’I Fl’19,1011 111,111 lNI’IO,IIN (I’ll I ,ISL OF ()I11I.II LI’OOE (‘ICIIPECT BURIAL 00111001,RIPE’ 3’001110011 FP ROIIIIIET1 IIIc,)AUTILAG PESISEVAIT LIACLEISOPE (3)VVIIOAL —PESISIVIIT ElI”WOlFE )PLSESTAI.IWLIU1IIEII) (31’)POWER SWITCH (3)1211 PELT P0’ACR WIPES III 10/101111 1115103 L PEP OIL UFl’LI RB_C CODES 3’s I—II’F COI.DIJI1 P00 SF1150’ ,,1 AVID I LOW 610CR CONLE A 2’PVC CONDOlE 0130 “NECP HIll COIIIIUL OIlS CVWROI,WIPES O I’IIIICVFFL VASE PEE OIOIIVF*CICII1EIT’S SPECIFICI,TIC1IS FLUTE CONTRACTOR SIIBLL PRCVIEC A’,D INSEBLL All EPA, 1001 LOIO COOPER 00001111130 P00 11110 TIlE CR513111 POR CONTROLLER PROVIDE PPOVEH IIISSOLLOIIOII FOR CO1IIVIILL.ER PCR AVIIOEVCTORER PCEUMREII500IONS ED CONTROLLER lop or MI ILCR ETU,ILEDSOV[I0.OEELVW 2’111 SHRUB APCAS (7)I,AI—LT PVC 5CR B)BALL VALVE SLIP P SLIP P03 5CR AD IJIPFLC (CLOSE) (9)PVC SCII AL ELL (00)PVC 501,10 NIPPLE 0CNOTEASOECIIIICC1 (‘p:)PVC 1,10 NLIIIL PIPE ()5CR 40 PVC EEL PVC 5CR WE TEE OR CU, (31s)3-IE3CH 1111311404 DEPTH OF 3 ‘lilA WASHED 600,CL (RE)PVC LATERAL PIPE (,)NCR 40 I.EALE ADAPTER ED BACKFLOW PREVENTER,REDUCED RPESSURE SCALE 13’S ‘Ir ‘i/i.....;;--.‘F UIIAUM \..- -.‘CLOAAONCEJOOOO -.,,1 533’: ()0V—’l,Ci L’IILAR LCNOT’E ()HEROIC CCNTPOL VALVE ()WATERPROOF CONNECTION ,IIIMXV PLASTIC VALVE RIlE 010 APPROVED)RH COOSOS (VA CO 1111.) ED REMOTE CONTROL VALVE (3)PVC MAINLINE ((3)REMOTE CVNIAVL VALVE A’CPA (3)9/DISC FILTEA (3)1/4’PRO 41,PSI IF ((3,)PVC LATERAL LINt (J VALVE ROW ((3)I ‘.5/A’5CR 40 RED RUShING I.E TIll FT lEO GROVEL 504W )f(3IUM FLOW CONTROL ZONE KIT 0 LI NOT TO ‘CALF ED LOW VOLUME CONTROL ZONE ASSEMBLY—LOW FLOW 5 SCALE IllS ED GATE &CURB STOP VALVE 6 SCALE 515 ED FLUSH &MANUAL DRAIN VALVE SCALE 1115 I- SCAIC. ROTOR POP UP SPRAY _____ COUPLER /—.P10911111,BRI’IIFII I AAA’l 0.103 POLA DRIP TURINO — ( SAFk 31 o 31(5-. IH. > o s.Iu. E’ROJ[CT NO [‘I)1UWPI ElY’ (1IECR)fl ((0 III >-F- -J 0 031 0 Ow LiO 0—>U’) .931 UI UI (53 r SHE’ RRIC DEl (lICE ELI, 1) C))1111151’00,11.1 Al I’“1,05 ISP ISP lIVE IN IIVR,OHIO -2’111111W ‘OP Dl 001 IN ,IIVUJV/CXAIIN 1(00111 3)NC IIIIUNU HRLVE RIIA RI I 101 I,API F (3)FIll 11,1/IN 11 111113 AS NILE VIII TA (5’no UOL(OtIA,1IER 2 Ni”411,144 DARN.DP N/Il RN’11111 GRAVEL “31,PLASRC WOOL VAlUE (SLATS PER ((9)10011.611511 10.411111111 21511 10 PIPE AND SLEEVE SLEEVING ,,ALE II, INSTALLATION 45’ILL 45’P11, —PLANTING IUNIXVIAL EMITTER -PEREP TV -I IRRVAIICN NCHECOJLE “I’ DRR EI.BT’TER SCREOLLE REFER 10 SPECIPICWI “I. PDR R4AVIOFA1ITLRER & MODEL 1,OIIAEP I MITIFA LIII XII hIRING O,,3)±A(353CBALLVA/o lADIES PRRSSI,IRE SIIRPI I LINES SIZE 2’WElD LARGER ,,EIALI “OIl OAR IIIWNG — SEE IRRIGATION LEGEND ‘F —10 GUI ‘SE JIEE /--‘‘‘-O’SF,’‘‘,‘,7,/-‘SPOOF AR MPDAOVN5 -S ,,.‘E0,A.. /(3FIPEMTTERS LAYOUT SCALE’1,01 II),A,’ -o?3),L o FAAINR GRADE (3))POP-E,R OPSAP -‘‘‘1 ROPVCNPPIE401W MD RPOOIREDI 31’ ‘ ((3)4.MB P110 ELL ((9)‘4 40 PVCSIRECR ELI (3)‘,II 49 PVC TEE OR ELI (3)P.I LATERAL PIPE -,.,.-31 I ft 13 3 1L d 3 d 33 3 5 3 3 OL O 3 / Li / c 13 3 1: 3 3 d OL O 3 / i I / t SN O I S I A D e I Th v o ON j I I :t 03 6 # Id O l S I ! 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ALLUNCDAENE ‘E’”A 1’T.’.l.’AL.l.I ‘‘DIII’ HERE AR AATAUAiT.ES HAATI1,,/‘USLA:T,SASH CII El’A,I’ ERIE,AC’DCTLRI.TI NTTA ALL ARURURL A’I A.ES’ES LL TI,IE,,II’I, lOTTE ITS INI,LUIIIE PAUL ESTLUJITS)LIII CA ND TIlE AUELDIII I DL II AITA -CAL LI CS Al UI TIlE’UFIUI5IN AS WE IL AS UUITLT1 Br IERAINATIUN BAD ,/IALL HE LAUELEU PITT A AETLL TAG US 15 THEIR SEE/El S.SEAL IC SAICAUL C SIlT III,TCLCFIIUNE AND ETHER OPTIC CABLE CSNDNTTS,5161CC RI H rUT TI TI TIlL AL_CRC lAD ABEL1 5,ANT USPTION BE TIE TAIPAL 6161115 rP Es TI’BEST AU CU IC III A TAT..A,IEUEAASUILEA A1 A,UEE’T.IRW NE,’AU.EC’EC’:.IEA.L Li,iI.CDES ‘I’,CE U A SAC.11,5,_S T LOCATION.AU ‘I ‘‘IA’’C/EU A’.i,L,5 •L’“U ..I,I LI LACE ISCL Hp,.C ALOE 7 RUE C’UC.II ‘IIALL RI ‘IRI’A’E A’•/R orUIEL RITA ARC R’FTICNS BABIED A Mt,’A A ‘‘1 SEE P ‘EASE l.A,AATI 212 SARDInES BEE.)S’EC_SElLOUT SAUl I EEC USES TUE ALL RISERS AID LAST C UE ,ENRDRDNND PUN WRAPPED WETU CI AILS TREE F’P ILPULEIAENTARU LIIRRUSON PROTECTION PVC COATED. 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CANOPY KEYED NOTES: C MEAl IIERYRDOE JON000I.BOX ABODE CANOPY DECK Al EACH CDSDPE COLUMN FOR SDEEWDI CICIIDICI CDDDCPR 1101 I?I WEARI,IPOROIIF 10111 lION B’II DAIYAC I M.D1Y DEED -Al CANDPI CDCLIMN CON CAME PA 111111*10 CDXXI PD 0 2CM CCI IIIIICI CDXXXII /1CM loNlolli 04011 CANOES IIECE FI1YM 041210111 lANCED ,IONCIIDN MIlK 10 JIIIICTIDN SON Ml (AFIOPY CCCIINII (CAME RID POWER) ((3/1CM C ONDIIIC DDIIOC CANOPY ICED FROM ‘LECDRIIY -—CAME RD LIJNCIION HEX IC JOIICOON SON MI CANOPY COIDMN OIlED CRIIIIILCI ‘-I REHIRE KI’CLYOI JIINI II’IN BlUR DA1IVC CDXIII’’[‘ICC MI 0,041011 CDL DM11 I OR CAME LA D’IMIIII CANOPY NOTES: 1 SCAM 0111 CDNDDIIS MIlD J—DDD A000F DECK 2 DCI 101400111’DI BEE PATIONS IN CANOPY SIIACL ‘IDlE MEEK HANS INI,IMDI ED ROAD lIBEL AC CDDLACO WAFER 1114,11 3 DCL I ONCIIIIIS III XC CINCCDLCD MIIIIIN CMII’KD CDLI,M’,S XC ID PROOSE CONE-DIES UNClE ODOWO DI 10 DC PNCi,1ICD YD’D’DII’I MDNDIACIIIDEK.ODRIEI 141111 CDXXII SEDMINCO 4 CANOPY 115111 11511 IDES DXXX D MDLII CDI’ KDLLDSI DIED ARE I1FICALLY CDII’PEO EDOM IDC EAC1DRF AIRED COD 277 00115 CON1KACTDN SYDCC NE000FIOODC EACII CANOPY ISIC 11K1’LEE F (ID IDO DCLI CPCODT1DX N I,CI1IDDCIDN ID DO DIE,IDEAII1INI,D 000NIII DR C ED”OWIFCDCS MDII I ID’CEOMA1METII &CIOCIMICA,,INOPECIDA DDDA 10 I1CF,C1K,C1;CX CII1ICPACIIIR ID DIXIE I All 111-011,014 ODD I OCD1’ONO CIINDIIICI 517C5 111110011 DIIIEC, FRI 1WI1P R1’,I’CCl 10’HI CI,ICIIF I ADACKI fr’Il CXCI NAY P LXXI 4 NIDII1E PlInK 10 NED,LAIICIE 1CI’IiIAC’UE 0,_I INN,..IANCIE’’,’CR:CCI,II,_ FE “N IRK 1D’DADRC AIR I .AIIIIPI ‘CC’IRII 14 iRE ‘ill-il COCAO0S 1111 111411111 IDDOAD CR111111 B CONIDACIOK DElHI I MMD I All I ThAI CONNCCCDNO OF CANOPI OICXC N CMMIOPY IICHIS SDPPUED BY IIWFI1D 1NCilIllO SO BC 4 SAF Ell’oCCI 1,0 IIEOWT’l DO C-HECAED BY DADE 1,,E3DKIC >- F— -J C-) 4:L 0 z0tiz-J LU LI WC) F— 4: LU Li 4:u) SF-U CAt DCI P LAr’ ELEC DE F SHE 1 I (— (0 R’A — - ,-‘--‘‘—COlICKY 51011 --,,,,PIP 1) ‘—COD IDEAFIIEOPROOF DIOCOIIFIEC1 DC CANOPY :11015 (PIP 1) RECESSED CRANDDD CIGDI WI1N ELAN LENS CDI MDDKL ENCONC gEc_s_I7S.KSLNA_11:..M1_MP1 (TIP IDE NDWWDES MD SAEEWMI MO PDMI YE EDEC EQDIPMEN1 7 NOT USED/1401 10 CCXLI (1) 2 CANOPY LICHTINC AND ELECTRICAL DETAIL DAIIDIIOCC III’,EI,IIEC’DIII’1111 I’D ‘CCIX,I COD CII1IOIICILII1 I’DIIICCIIOIA 01011 DX lODE)LI1,141 10111511 CC’,Olill SEA_IS)CR51241 11100 lOP CODY.).AS PCSI,ICCD 11111511 CODDE CIIIE fiX DDC DDDE COPPCO OOPPCEMCIIIDDO SAOIIII5 C DICE K’LI1CDI FOE I’OC COIIOII1I “IC 10 DCIDC CCIIOOI1 CC’,’CCD 1I1E’1 Ii 0,11,1 Ci)00 0’ML COlIC FlUTE’ICRIPI OFIID -OK COCAIION YE 51011 CICCIDE’A,WITA XMl-lCD 0 DCODROCILIO1IOE -1 OYARD LICHT AND SION CONDUIT 1101 10 SCALE 1’““_“_— CCXL lOPE r -—2 ft /.-CIIINDIiE (PIE) - /OI I /i :1 V/’:111 FADIHIII LI D’I,:O MI 101 COIIOIIO SDMLI FE 11510 EllA THE lAST 2 FEEl XE ,IIIIICDDRI,UNS DIN IC EMEDCE1ICC FED N C C 514 2 IINOEOCDCIIIIIO En’I’INIAiII ,XALL 0,11:10 S’III A’DLII’WCII 01 XCI DIM-H. 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