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Home My WebLink About20160672.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT # /AMOUNT # /S CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 1 3 1 3 - 1 1 0 _ 0 0 _ 0 1 8 (12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us) Legal Description N112, NE1/4, NE1 /4, NE1/4 , Section 14 , Township 2 North, Range 68 West Zone District: AG , Total Acreage: 4.32 , Flood Plain: NO , Geological Hazard: n/r Airport Overlay District: FEE OWNER(S) OF THE PROPERTY: Name: PRAIRIE RIDGE COMMUNITY CHURCH INC Work Phone # 303-651 -1640 Home Phone # Email CATHY@PRAIRIECC.ORG Address: 9993 WCR 11 (BIRCH ST. ) Address: City/State/Zip Code FIRESTONE, CO 80504-5422 Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent) Name: PRAIRIE RIDGE COMMUNITY CHURCH INC Work Phone # 303-651 -1640 Home Phone # Email CATHY@PRAIRIECC.ORG Address: 9993 WCR 11 (BIRCH ST ) Address: City/State/Zip Code FIRESTONE, CO 80504-5422 PROPOSED USE: NEW CHURCH FACILITY AND RELATED SITE & INFRASTRUCTURE IMPROVEMENTS I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that th signatory has to legal authority to sign for the corporation. r _ r °CDSIS Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW ( USR ) QUESTIONNAIRE The following questions are to be answered and submitted as part of the USR application . If a question does not pertain to your use , please respond with " not applicable " , with an explanation as to why the question is not applicable . 1 . Explain , in detail , the proposed use of the property . This special review permit is required by Weld County Code , section 23 - 3 - 40 . E . 1 . Specifically, the use of the subject property fora church requires approval as a use by special review . The church is a congregational setting for various activities , also including a number of related uses described below . The capacity and specification of church use as a land use is defined in response to questions in the use by special review application , incorporated within this description by reference . This special review permit incorporates various ancillary uses as part of the overall scheme for the subject property . All accessory uses of a church use are included in the intended use , including , but not limited to , parking , offices , church kitchen , fellowship and outdoor assembly, funerals , group meetings , individual counseling and other special ministries , overnight occupancy on an irregular basis (for prayer vigil, youth "lock - in " and other events) , Sunday school, storage , and all other usual and customary uses . Some ancillary uses are incorporated to facilitate the use of the church facility as a community amenity . For example , the building may be used for occasional community meetings , and its outdoor areas may be used for recreation by area residents . The subject property may include complimentary educational and child care uses , provided within the occupancy limits and other operational limits defined for the special review permit . This special review permit does not waive or override any land use allowed as a use by right in the underlying zoning district . For example , cultivation of hay or other crops or beneficial uses of water allowed in the agricultural district may be incorporated into the site without modification of the special review permit, subject to any required site plan review . The applicant reserves the right to use the subject property for any such allowed use by right as part of this special review permit . Physical development of the site will be consistent with the multipurpose mission and ministries of the church . The site will be developed in phases , maintaining certain existing buildings as the new sanctuary structure is constructed . As required for use by special review, a plan map is included with this application . This USR plot plan encompasses the information necessary for review and approval of the described uses of land in accordance with Weld County zoning . As of this writing , the plan also provides information for Weld County site plan review and a site specific development plan . However, future review of any site plan changes shall not imply the waiver or termination of this special review permit or any other zoning entitlement or vested right . 2 . Explain how this proposal is consistent with the intent of the Weld County Code , Chapter 22 of the Comprehensive Plan . The proposed use will be compatible with the future development of the surrounding area as projected by the Weld County Comprehensive Plan and other applicable planning and zoning documents . The subject site is part of an enclave of unincorporated land surrounded by the municipal limits of Firestone and Frederick . This area is already urbanized to the east, and planning documents anticipate future development in the immediate vicinity of the subject property . The subject property and its immediate neighbors have been subdivided into smaller agricultural and rural residential parcels , and the subject parcel has been owned and operated for church purposes for over 10 years . The proposed use of the subject parcel is consistent with the current development pattern and future plans for the vicinity . The Weld County Comprehensive Plan acknowledges the importance of property rights , particularly the right of a property owner to seek a change in land use . Specifically, the Comprehensive Plan anticipates conversion of land where the applicant is capable of maintaining compatibility with the region . The overall campus approach to the project via the use of an assembly of smaller vernacular building forms diminishing the site impact when compared to more massive buildings , combined with native , low - water landscape is intended to remain in keeping with the rural heritage of the area . 3 . Explain how this proposal is consistent with the intent of the Weld County Code , Chapter 23 ( Zoning ) and the zone district in which it is located . The proposal is consistent with criteria applicable to use by special review . For example , the church property will meet all operational standards defined in Weld County Code . Plans for the property accommodate all appropriate water quality, air quality, lighting , and other environmental controls . The proposal includes submittal of a site plan in conjunction with the use by special review . As improved, the site will meet all applicable design standards , including landscaping , access improvements , and building requirements . The proposal is also consistent with the intent of the agricultural zoning district in which it is located . The agricultural landscape in Weld County is to be maintained and promoted, and church facilities are an integral part of that landscape . Notably, the county does not distinguish in its planning and zoning documents between urban and rural areas as a place where churches may be located . If the location of a church is appropriate as a use by special review, the agricultural zone is intended to provide a place for such uses . The Church believes that the limited density on the site and the overall approach to the buildings and site design is respectful to both the underlying AG zone district as well as in keeping with the intent of the permitted uses allowed subject to the Use by Special Review Process . 4 . What type of uses surround the site ( explain how the proposed use is consistent and compatible with surrounding land uses ) . The proposed special review permit is compatible with existing surrounding land uses . In the community context, Prairie Community Church is part of the suburban land uses in the Firestone and Frederick municipal areas . Membership and visitors to the church , including its current offices , are largely drawn from this community and are part of existing traffic and office usage on the subject property . In the immediate vicinity of the subject property, surrounding land uses are large lot rural residential and agriculture . Distances between proposed church facilities and its neighbors are consistent with standards throughout Weld County . This area is still a largely rural / suburban part of the Firestone area . Small, residential, 4 - 8 acre out - lots border the subject property to the North , West & South . S ub - urban residential neighborhood developments exist to the North and East of the subject property . 5 . Describe , in detail , the following : a . Number of people who will use this site : • Approximately 4 - 6 daily + /- for operations • Approximately 30 +/- daily for various Community Functions • Approximately 150 +/- for regular Special Functions • Approximately 500 +/- for Saturday and/or Sunday services b . Number of employees proposed to be employed at this site : 4 - 6 Staff daily c . Hours of operation : • Daily Business Hours (M - F 8am - 5pm) • Community Functions ( various) • Worship Services ( S & S various) d . Type and number of structures to be erected ( built ) on this site : 3 ( Ip ) new sanctuary structure • ( 6) new educational pods e . Type and number of animals , if any , to be on this site : • Domestic & service animals at this time f . Kind of vehicles ( type , size , weight ) that will access this site and how often : • ( Daily) non - commercial passenger vehicles • ( Weekly) commercial trash service • ( Occasionally) commercial service vehicles , fire dept . , etc . g . Who will provide fire protection to the site ? • Frederick — Firestone Fire Protection District (Fire Marshall Puccetti has made a cursory review of the site plan and his design comments were incorporated into the site design contained on the Site Plan Map ) h . Water source on the property ( both domestic and irrigation ) : • Central Weld Water District Tap • Irrigation Ditch — Sections 11 & 14 Water Users Association ) I . Sewage disposal system on the property ( existing and proposed ) : • Residential septic system (existing) • Engineered septic system (Refer to septic design by C . E. S . Consultants , LLC) j . If storage or warehousing is proposed , what type of items will be stored ? • Limited ancillary storage ( existing garage) 6 . Explain the proposed landscaping for the site . The landscaping shall be separately submitted as a landscape plan map as part of the application submittal . • Limited ornamental and predominantly native (xeric) landscape proposed . (Refer to Landscape Plan ) 7 . Explain proposed reclamation procedures when termination of the Use by Special Review activity occurs : N/A 8 . Explain how the storm water drainage will be handled on the site . • Engineered site drainage to historic rates & direction of flow via on - site detention facility . (Refer to Civil Grading & Drainage Plan ) 9 . Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin . • Phase 1 site development, construction and landscape will commence upon completion of Owner financing initiative ( TBD) . Upon commencement, construction is projected to conclude in approximately 9 - 12 months . Landscape installation will coincide with seasonable weather shortly thereafter . • Phase 2 scope , and schedule is not accurately known at the time of this application . 10 . Explain where storage and / or stockpile of wastes will occur on this site . ,) Topsoil will be removed from the surface layer and stockpiled in the NW corner of the site for re - use in the landscaping . Construction debris will be confined to a 30yd roll - off dumpster located in the proposed parking area . 11 . Please list all proposed on - site and off - site improvements associated with the use ( example : landscaping , fencing , drainage , turn lanes , etc . ) and a timeline of when you will have each one of the improvements complete . Iwo new ruli - Movements accesses • Flow - thru fire access drive • Service drive • Parking lot to accommodate 130 vehicles including 5 HC accessible spaces • Sharp cut - off downlight security lighting • Sanctuary structure • Educational Pods • Entry Courtyard • Fenced Playground w/ Play Equipment • On - site detention facility • On - site septic facility • Utility service upgrades • Fire hydrant & automatic sprinkler system in sanctuary • Related sidewalks • Monument Sign • Related low - maintenance , low - water landscape �pCO & +2, Weld County Public Works Dept . , s - e- 1111 H Street ACCESS PERMIT ,13 ( 4 , gir co P . O . Box 758 6 Va , or Q� Greeley , Co 80632 APPLICATION FORM 4 / C w O Phone : ( 970 ) 304 - 6496 Fax : ( 970 ) 304 - 6497 Applicant Property Owner ( If different than Applicant ) Name Name SAME Company PRAIRIE COMMUNITY CHURCH Address Address 9993 WCR 11 City State Zip City FIRESTONE State CO zip 80504 Phone Business Phone 303 - 651 - 1640 Fax Fax E - mail E - mail CATHY@PRAIRIECC . ORG ♦ = Existing Access A = Proposed Access Parcel Location & Sketch ` The access is on WCR 11 & 22 Nearest Intersection : WCR 11 & WCR 22 WCR 22� 281 ' & 654 ' respectively L Distance from Intersection p Y . at% 1313 - 14 - 0 - 00 - 018 . Parcel Number , . , , Section / Township / Range S 14 T2 R68W • T CC CC Is there an existing access to the property . 4 YES NO Cs 3 • • • • • • • • • • . • • 3 Number of Existing Accesses 1 (. �77) Road Surface Type & Construction Information Asphalt Gravel Treated Other WCR Culvert Size & Type 18 " dia . concrete Materials used to construct Access Concrete & asphalt Construction Start Date TBD Finish Date TBD Proposed Use ID-Temporary ( Tracking Pad Required ) / $ 75 MI Single Residential / $ 75 ■ Industrial / $ 150 Xmall Commercial or Oil & Gas / $ 75 ■ Large Commercial / $ 150 it Subdivision / $ 150 ■ Field ( Agriculture Only ) / Exempt Is this access associated with a Planning Process ? No XUSR ❑ RE PUD ❑ Other Required Attached Documents - Traffic Control Plan - Certificate of Insurance - Access Pictures ( From the Left , Right , & into the access ) By accepting this permit , the undersigned Applicant , under penalty of perjury , verifies that they have received all pages of the permit application ; they have read and understand all of the permit requirements and provisions set forth on all pages ; that they have the authority to sign for and bind the Applicant , if the Applicant is a corporation or other entity ; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions , all Weld County ordinances , and state laws regarding facilities c t r ction . Signature Printed Name lc • fi4e . Alcrinbase4 Date t7503 {s5— Approval or Denial will be issued in minimum of 5 days . Approved by Revised Date 6 / 29 / 10 FOR COMMERCIAL SITES , PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION : Business N ame : PRAIRIE RIDGE COMMUNITY CHURCH INC Phone : 303 - 651 - 1640 Address : 9993 WCR 11 ( BIRCH ST . ) City , ST , Zip : FIRESTONE , CO 80504 - 5422 Business Owner : PRAIRIE RIDGE COMMUNITY CHURCH INC Phone : 303 - 651 - 1640 Home Address 9993 WCR 11 ( BIRCH ST . ) City , ST , Zip : FIRESTONE , CO 80504 - 5422 List three persons in the order to be called in the event of an emergency : N AME TITLE ADDRESS PHONE MICHAEL McINTOSH ( Chairman - Board of Elders ) 15781 Elmira Street - Brighton , CO 80503 ( 303 ) 912 - 6398 KLEVEN BINGHAM ( Chairman - Building Committee ) 5030 Eagan Circle - Longmont , CO 80503 ( 303 ) 803 - 8815 GREG COLEMAN ( Head Deacon ) 10209 Echo Circle - Firestone , CO 80504 ( 303 ) 550 - 6693 Business Hours : Days : Type of Alarm : None Burglar Holdup Fire Silent Audible Name and address of Alarm Company : NIA Location of Safe : NIA MISCELLANEOUS INFORMATION : N umber of entry / exit doors in this building : SEVEN Location ( s ) . WEST ( PR ) , NORTH ( 3ea . ) , SOUTH ( 2ea . ) Is alcohol stored in building ? NO Location ( s ) : N / A Are drugs stored in building ? NO Location ( s ) : N / A Are weapons stored in building ? NO Location ( s ) : NA / The following programs are offerer a public service of the Weld Coun riffs Office . Please indicate the programs of interest . Physical Security Check Crime Prevention Presentation U TILITY SHUT OFF LOCATIONS : Main Electrical EXISTING METER & PANEL ON RESIDENCE Gas Shut Off : EXISTING METER ON RESIDENCE Exterior Water Shutoff : At East wall of existing dwelling Interior Water Shutoff : At East wall of existing dwelling FREDERICK - FIRESTONE S Fire Prevention Division FIRE PROTECTION DISTRICT ',/,5% Office : ( 303) 833 - 2742 Fax : (303) 833 - 3736 E - Mail : dpuccetti@fffd . us APPLICATION FOR PLAN REV I EW AND PERM ITT NG Type of Plan Review : ❑ Site Development ❑ Building and Floor Plans ❑ Tenant Finish ❑ Kitchen Hood System ❑ Fire Sprinkler System ❑ Fire Alarm System ❑ Standpipe System ❑ Spray Booth Operations ❑ Fire Pump ❑ AST Installation ❑ UST Installation 0 UST Removal ❑ High Piled Storage ❑ LPG Storage ❑ Clean Agent System ❑ Fireworks Stand ❑ Fireworks Display ❑ Tanks & Tank Farm ❑ Operational Permit ❑ Construction Permit ❑ Burn Permit ❑ Special Event/Tent ❑ Family Child Care Home ❑ Inflatable Structure Date Type of Building Construction Occupancy Classification Project Name Project Address City/ Zip County Total Development Square Footage Building Square Footage Number of Stories General Contractor Name License# Mailing Address City State Zip Telephone _ Fax Email Address Site Superintendent Telephone Physical : 8426 Kosmerl Place , Frederick , CO 80504 , Mailing : P . O . Box 129 , Frederick , CO 80530 ; www . fffd . us Fire Systems Contractor Fire Systems Contractor Name License # Mailing Address City State Zip Telephone Fax Email Address Architect Architect Name Telephone Mailing Address City State Zip Owner Telephone Fax Email Address Owner Name / Representative Mailing Address City State Zip NOTE : Subcontractors wil I not be allowed to start construction until a final set of approved drawings and all applicable fees have been paid to the Frederick - Firestone Fire Protection District . Failure to comply with this requirement will result in a Stop Work Order and an additional permit fee . By submitting this Application , the applicant representsthat all information contained in this appl ication is true and accurate, and that the applicant has full authority to submit this application . The applicant represents and agreesthat the owner , contractor , architect , subcontractors and their employees, agents and representatives, will comply with all requirements of the Fire Code, Building Code , M echanical Code and any other applicable Codes or standards The applicant agrees to reimburse the Fire District for all fees ( i ndudi ng attorneys' fees) costs and expenses it may incur as a result of a failure of the owner , contractor , architect , subcontractors and their employees, agents and representatives, to comply with all requirements of the Fire Code, Building Code , M echanical Code and any other applicable Codes or Standards Applicant Name and Title Date Fire Department Use Only Fire Plan Log # Plans Received Submitted to Hughes Completed by Hughes FFFPD Final Approval Called For Pickup Picked up by Fees Paid Physical : 8426 Kosmerl Place , Frederick , CO 80504 , Mailing : P . O . Box 129 , Frederick , CO 80530 ; www . fttd . us Frederick - Firestone Fire Protection District Review / Inspection Fee Schedule Effective January 2016 2016 2016 Residential 2016 Additional 2016 2016 2016 2016 Hazardous 2016 Subdivision Service Hourly Square Footage Plan / Site Sprinkler Alarm Kitchen Material Permit Review Rate System System System Review Review Review Review Process Fee Review 0 - 2 , 500 $ 375 . 00 $ 275 . 00 $ 275 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 2 , 501 - 5 , 000 $ 375 . 00 $ 275 . 00 $ 275 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 5 , 001 - 7 , 500 $ 375 . 00 $ 275 . 00 $ 275 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 7 , 501 - 10 , 000 $ 375 . 00 $ 275 . 00 $ 275 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 10 , 001 - 20 , 000 $ 575 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 20 , 001 - 30 , 000 $ 675 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 30 , 001 - 40 , 000 $ 775 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 40 , 001 - 50 , 000 $ 875 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 50 , 001 - 60 , 000 $ 975 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 60 , 001 - 70 , 000 $ 1 , 075 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 70 , 001 - 80 , 000 $ 1 , 175 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 80 , 001 - 90 , 000 $ 1 , 275 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 90 , 001 - 100 , 000 $ 1 , 375 . 00 $ 750 . 00 $ 750 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 100 , 001 - 200 , 000 $ 1 , 775 . 00 $ 1 , 200 . 00 $ 1 , 200 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 200 , 001 - 300 , 000 $ 1 , 875 . 00 $ 1 , 300 . 00 $ 1 , 300 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 300 , 001 - 400 , 000 $ 1 , 975 . 00 $ 1 , 400 . 00 $ 1 , 400 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 400 , 001 - 500 , 000 $ 2 , 075 . 00 $ 1 , 500 . 00 $ 1 , 500 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 500 , 001 - 600 , 000 $ 2 , 175 . 00 $ 1 , 600 . 00 $ 1 , 600 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 600 , 001 - 700 , 000 $ 2 , 275 . 00 $ 1 , 700 . 00 $ 1 , 700 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 700 , 001 - 8001000 $ 2 , 375 . 00 $ 1 , 800 . 00 $ 1 , 800 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 800 , 001 - 900 , 000 $ 2 , 475 . 00 $ 1 , 900 . 00 $ 1 , 900 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 900 , 001 - $ 2 , 575 . 00 $ 2 , 000 . 00 $ 2 , 000 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour 1 , 000 , 000 1 , 000 , 001 + $ 2 , 675 . 00 $ 2 , 100 . 00 $ 2 , 100 . 00 $ 300 . 00 $ 425 . 00 $ 250 . 00 $ 100 . 00 / Hydrant $ 73 . 00 / Hour * The Plan / Site Inspection Fee set forth above is for the initial review of construction documents submitted in support of an application fora construction permit , and where appropriate a site inspection . Family Child Care Homes will be assessed an initial review fee of $ 73 . 00 . Additional reviews of re - submitted or revised plans and / or additional site inspections shall be calculated at the rate of $ 73 . 00 an hour , with a minimum fee of $ 73 . 00 . * Residential Development Reviews - Fees will be based on the amount of fire hydrants located in a single family residential project . Fees will be $ 100 . 00 per fire hydrant . Approved 01 /2016 / dpp Physical : 8426 Kosmerl Place , Frederick , CO 80504 , Mailing : P . O . Box 129 , Frederick , CO 80530 ; www . fffd . us �pCO & +2, Weld County Public Works Dept . , s - e- 1111 H Street ACCESS PERMIT ,13 ( 4 , gir co P . O . Box 758 6 Va , or Q� Greeley , Co 80632 APPLICATION FORM 4 / C w O Phone : ( 970 ) 304 - 6496 Fax : ( 970 ) 304 - 6497 Applicant Property Owner ( If different than Applicant ) Name Name SAME Company PRAIRIE COMMUNITY CHURCH Address Address 9993 WCR 11 City State Zip City FIRESTONE State CO zip 80504 Phone Business Phone 303 - 651 - 1640 Fax Fax E - mail E - mail CATHY@PRAIRIECC . ORG ♦ = Existing Access A = Proposed Access Parcel Location & Sketch ` The access is on WCR 11 & 22 Nearest Intersection : WCR 11 & WCR 22 WCR 22� 281 ' & 654 ' respectively L Distance from Intersection p Y . at% 1313 - 14 - 0 - 00 - 018 . Parcel Number , . , , Section / Township / Range S 14 T2 R68W • T CC CC Is there an existing access to the property . 4 YES NO Cs 3 • • • • • • • • • • . • • 3 Number of Existing Accesses 1 (. �77) Road Surface Type & Construction Information Asphalt Gravel Treated Other WCR Culvert Size & Type 18 " dia . concrete Materials used to construct Access Concrete & asphalt Construction Start Date TBD Finish Date TBD Proposed Use ID-Temporary ( Tracking Pad Required ) / $ 75 MI Single Residential / $ 75 ■ Industrial / $ 150 Xmall Commercial or Oil & Gas / $ 75 ■ Large Commercial / $ 150 it Subdivision / $ 150 ■ Field ( Agriculture Only ) / Exempt Is this access associated with a Planning Process ? No XUSR ❑ RE PUD ❑ Other Required Attached Documents - Traffic Control Plan - Certificate of Insurance - Access Pictures ( From the Left , Right , & into the access ) By accepting this permit , the undersigned Applicant , under penalty of perjury , verifies that they have received all pages of the permit application ; they have read and understand all of the permit requirements and provisions set forth on all pages ; that they have the authority to sign for and bind the Applicant , if the Applicant is a corporation or other entity ; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions , all Weld County ordinances , and state laws regarding facilities c t r ction . Signature Printed Name lc • fi4e . Alcrinbase4 Date t7503 {s5— Approval or Denial will be issued in minimum of 5 days . Approved by Revised Date 6 / 29 / 10 DEL CH ASSOCIATES Traffic & Transportation Engineering 4-11 / 2272 Glen Haven Drive Loveland , Colorado 80538 Phone : ( 970 ) 669 - 2061 Fax : ( 970 ) 669 - 5034 MEMORANDUM TO : Pastor Brian Thompson , Prairie Community Churchr .� . Todd Borger , TJB Consulting Group Dave Lindsay , Town of Firestone ; • Weld County ! � % " . vim L t • FROM : Matt Delich 3 /Z6 :- DATE : March 26 , 2015 - .. ,ri � .3 , C-• .; . ri SUBJECT : Prairie Community Church Traffic Impact Study ( File : 1412ME02 ) This memorandum constitutes a traffic impact study ( TIS ) for the proposed Prairie Community Church . The Prairie Community Church site is located in the southwest quadrant of the Birch / Sable intersection in Firestone ( Weld County ) . The site location is shown in Figure 1 . The content/ elements of this study were discussed with Dave Lindsay , Firestone Engineering Consultant . The purpose of this memorandum is to provide an analysis of the traffic impacts of the proposed Prairie Community Church in Firestone , Colorado . This memorandum provides the trip generation , short range ( 2019 ) analysis , and long range ( 2035 ) analysis for the Prairie Community Church site . Birch Street ( Weld County Road 11 ) is a two - lane road with no center lane and a posted speed of 35 mph . At the Birch / Sable intersection , Birch Street has all northbound and southbound movements combined in single lanes . The Birch / Sable intersection has all - way stop sign control . Sable Avenue ( Weld County Road 22 ) is a two - lane road with a posted speed of 35 mph . West of Birch Street , Sable Avenue has a gravel surface . East of Birch Street , Sable Avenue is paved with a two - lane cross section with no center lane . At the Birch / Sable intersection , Sable Avenue has all eastbound and westbound movements combined in single lanes . Recent peak hour and daily traffic volumes are shown in Figure 2 . The peak hour traffic counts at the Birch / Sable intersection were obtained in March 2014 . The daily counts on Sable Avenue , west of Birch Street , were obtained on March 25 , 2014 . Raw count data is provided in Appendix A . It is important to note that the threshold volume for an untreated gravel road is 200 vehicles per day ( vpd ) . As shown in Figure 2 , the threshold volume has been exceeded on Sable Avenue with 213 vpd . According to Dave Lindsay , Firestone Engineering Consultant , Sable Avenue will be paved from the Frontage Road to Birch Street in June or July of this year . In addition to this , according to the State Highway Access Code ( SHAG ) , a southbound left - turn lane is required on Birch Street approaching Sable Avenue with the existing traffic volumes . Using the volumes shown in Figure 2 , the current peak hour operation at the Birch / Sable intersection is shown in Table 1 . Calculation forms for these analyses are provided in Appendix B . The Birch / Sable intersection was analyzed using the unsignalized intersection techniques from the 2010 Highway Capacity Manual ( 2010 HCM ) . Acceptable intersection operation is defined by Firestone as level of service ( LOS ) D or better overall . A description of level of service at unsignalized intersections is provided in Appendix B . As can be seen in Table 1 , the Birch / Sable intersection is currently operating acceptably with existing control and geometry . Figure 3 shows a site plan for the Prairie Community Church . The Prairie Community Church is proposed to be built in two phases . Phase 1 of the Prairie Community Church will be a 13 , 662 square foot building and will be constructed in the next 1 - - 2 years . Therefore , the short range ( 2019 ) future will analyze Phase 1 of the Prairie Community Church . Phase 2 will consist of two separate buildings ( 9 , 500 square feet and 3 , 500 square feet ) and demolition of some existing buildings ( 3 , 382 square feet ) . The total floor area for Phases 1 & 2 will be 23 , 280 square feet . There is no planned timeframe for construction of the Phase 2 buildings . Therefore , full build - out of the site will be analyzed in the long range ( 2035 ) future . The site plan shows that access to the Prairie Community Church will be via a full movement access to /from Birch Street , approximately 300 feet south of Sable Avenue ( on - centers ) . There will be a secondary access to /from Sable Avenue , approximately 500 feet west of Birch Street ( on - centers ) . However , this access will be used primarily for Sunday services . Using Trip Generation , 9th Edition , ITE , the trip generation for the proposed Prairie Community Church is shown in Table 2 . Phase 1 of the Prairie Community Church resulted in 124 weekday trip ends , 8 morning weekday peak hour trip ends , and 8 afternoon weekday peak hour trip ends . Full build - out of the Prairie Community Church resulted in 212 weekday trip ends , 13 morning weekday peak hour trip ends , and 13 afternoon weekday peak hour trip ends . For informational purposes , the Sunday morning trip generation is also shown in Table 2 . Figures 4 and 5 show the short range ( 2019 ) and long range ( 2035 ) background peak hour traffic forecasts . It was determined that the traffic volumes would increase by approximately 2 . 0 percent per year on Birch Street and Sable Avenue in the short range ( 2019 ) future . In addition to this , vacant lots from an approved subdivision in the northeast quadrant of the Birch / Sable intersection ( Neighbors Point ) were included in the short range ( 2019 ) forecasts . As mentioned earlier , Sable Avenue , west of Birch Street , will be paved this summer and , once paved , more traffic will likely use this section of Sable Avenue . Therefore , some of the traffic at the Birch / Sable intersection was redistributed . Table 3 shows the peak hour operation of the Birch / Sable intersection using the short range ( 2019 ) background traffic shown in Figure 4 . Calculation forms for these analyses are provided in Appendix C . The Birch / Sable intersection is expected to operate acceptably with existing geometry and control . A—M - DELICH Prairie Community Church TIS , March 2015 [ - - ASSOCIATES Table 4 shows the long range ( 2035 ) background peak hour operation of the Birch / Sable intersection using the traffic shown in Figure 5 . Calculation forms for these analyses are provided in Appendix D . The Birch / Sable intersection is expected to operate acceptably with all - way stop sign control . For informational purposes , the Birch / Sable intersection was also analyzed with two - way stop sign control . Calculation forms for these analyses are also provided in Appendix D . The Birch / Sable intersection is expected to operate acceptably with two - way stop sign control . Trip distribution for the Prairie Community Church was based on existing /future travel patterns , residential land uses in the area , and engineering judgment . Figure 6 shows the trip distribution for the short range ( 2019 ) and long range ( 2035 ) analysis futures . Trip assignment is how the generated and distributed trips are expected to be loaded on the street system . The assigned trips are the resultant of the trip distribution process . Figures 7 and 8 show the respective Phase 1 and Full Development site generated peak hour traffic assignment . Figures 9 and 10 show the short range ( 2019 ) and long range ( 2035 ) total ( site plus background ) peak hour traffic , respectively . As mentioned earlier , a southbound left - turn lane is required at the Birch / Sable intersection , according to the SHAC . However , based upon criteria in " Intersection Channelization Design Guide " ( NCHRP279 ) , this lane is not/will not be required . It is recommended that the current geometry at the Birch / Sable intersection remain until other improvements are made to Birch Street . It is recommended that the existing cross sections remain until / unless traffic volumes grow significantly _ Given the street classifications and traffic volumes , the Town may want to change the stop sign control to Sable Street at the Birch / Sable intersection . This will eliminate the mandatory stops on Birch Street . The Birch / Sable intersection will be analyzed with all - way stop sign control and two - way stop sign control _ The long range ( 2035 ) geometry is shown in Figure 11 . It is the geometry that can be expected based upon the street classifications and traffic volumes . Table 5 shows the peak hour operation of the Birch / Sable and Birch / Site Access intersections using the short range ( 2019 ) total peak hour traffic shown in Figure 9 . Calculation forms for these analyses are provided in Appendix E . The key intersections are expected to operate acceptably with existing geometry , all - way stop sign control , and two0way stop sign control at the Birch / Sable intersection . Table 6 shows the long range ( 2035 ) total peak hour operation of the Birch / Sable and Birch / Site Access intersections using the traffic shown in Figure 10 . Calculation forms for these analyses are provided in Appendix F . The key intersections are expected to operate acceptably . It is concluded that the Birch / Sable and Birch / Site Access intersections will operate acceptably . According to the State Highway Access Code ( SHAC ) , a southbound left - turn lane is required on Birch Street approaching Sable Avenue with the an L - - DELICH Prairie Community Church TIS , March 2015 � I r — ASSOCIATES existing traffic volumes . However , the Town may want to delay implementing this left - turn lane until other improvements are made to Birch Street . No additional auxiliary lanes are recommended at the Birch / Sable and Birch / Site Access intersections in the short range ( 2019 ) future . Do not hesitate to contact me if you have questions or desire additional information . ann LDELICH Prairie Community Church TIS , March 2015 - 7 ' Jr— ASSOCIATES --------------- - c:7 L / IC :_) N _ _ _ ___ __ __ __ _ . _ _ _ AS oc---------__ 9 U t 1 - __ ______4 a__ Firestone Blvd ( VVCR24 ) i / A 1 i 1° 1111 - ___, LI 1 . r i --, s , _ _ ,_ --, 4\z-c' 7, ...),....___ _ 101% ,\-5. ,_ 7-- ` J P ra i ri � 7 , i Sable Ave ( WCR22 ) e Community let M Church - I 0 c, 1\ m --- 0 1 0 c LT. ILO o — I , , . i , SCALE : 1 " = 2000 ' SITE LOCATION Figure 1 ...di 4 TDELICH Prairie Community Church TIS , March 2015 —1 / rASSOCIATES AS N U m ti5) , c 65 / 55 `- ° ° N '0 — 21 /4 213 58 / 22 -4\ r 0 / 9 _ _ _ 21 Sable 6 / 12 T CO N ca 2 /2 N N ) ola 'Kt --* - - - AM / PM Daily RECENT PEAK HOUR AND DAI LY TRAFFIC Figure 2 s a j - D E LI C H Prairie Community Church TIS , March 2015 rASSOCIATES TABLE 1 Current Peak Hour Operation • • Intersection • , Movement •Intersection ' 1of _ Sit3rvie , _ • ; EB LT/ T/ RT A q WB LT/ T/ RT A A Birch / Sable NB LT/ T/ RT A ( all - way stop ) SB LT/ T/ RT A A OVERALL A A nlanDELICH Prairie Community Church TIS , March 2015 isASSOCIATES SCALE : 1 " = 100 ' N ;t " S? i l i.t . 4 -IX c1 LrG J esyu wwA rcx al t 6 r . . . . M . .� _ _ _ _ _ '''• � - - - - �� - - _ , - - - - - - - - - _ - may *-~ - - - - - - - - • Ai " COW - - _ -- = - - - - - - . y y w mow . ,.^ - wewl . ' ' SmataZa" C . . : i • . • 0 /WAS 0 . - a - - • 4 zki ii .. . gas .... ite is Els eItt .i!• 1i 3e11t1iKraSt < . e ) 1 ... t JCS - sI aI 14 4gi. j , 11; • 0•1 • ; 6 O �1 : i 1 % • w t • m r x ; ( " _ Phase 1 ' , I 1111 . ILL ; d111 btphase t � - -� ' • I I 1 I , I 6I . 1 I I 1 I > II r. 1 i . 0 Game • D ;a - sr - . gri Is • • I • 1 • :liti e ,0 • .• E FP1 +8 • • • a � ° � _> t MOn , _ ? Sitel Access ti • ; O - . / . rW • sIle se . oRspN •c `Seta I I SITE PLAN Figure 3 - -if �- - - DELICH Prairie Community Church TIS , March 2015 V /I jr - ASSOCIATES TABLE 2 Trip Generation Phase 1 1 Cade Use AWDTE , ' AAR :kPeatk1Flour • PM Peak Hour , Size . , , R »!e . Trips• Rate In Rite . • Out piste ht Rite • (jut 560 Church 13 . 662 KSF 9 . 11 124 0 . 35 5 0 . 21 3 0 . 26 4 0 . 29 4 ASDTE : • Sunday • AM• Peak Houtr. • • tata Trips R In . • Rabe . : Out 560 Church 13 . 662 KSF 36 . 63 500 5 . 90 81 6 . 14 84 Full Development ( Phases 1 & 2 ) Code Use 1 Stie ' • • AVWDTE AM Peattiour PM : . F► eak • Hour , Rate ' Trips : Rattt * In • #late ••. Out f2bte • 1n * • Rate . • Out •• 560 Church 23 . 28 KSF 9 . 11 t 212 0 . 35 8 0 . 21 5 0 . 26 6 0 . 29 7 ' • ASDTE ' Sunday l M : ' Peak Hour A . . Rate Trips . Rate In Rate . Out • 560 Church 23 . 28 KSF 36 . 63 852 5 . 90 137 6 . 14 143 adi1 - • DELICH Prairie Community Church TIS , March 2015 V i r - - ASSOCIATES M a M 58 /49 ` f ' `y 38 / 17 430 f 73 / 30 7 1 / 12 — )/ t ree Sable 13 / 30 N N 212 r r• T AM / PM Daily SHORT RANGE ( 2019 ) BACKGROUND PEAK HOUR AND DAILY TRAFFIC Figure 4 - - - - �/ L — DELICH Prairie Community Church TIS , March 2015 � ,� rASSOCIATES CQ L0 M CD CO O ` ` 75 / 60 CO CO ' - 55 /45 3250 L 95 /45 75 /65 - -1 t Sable 40 / 55 — al- 75i45 cv o N- CO CO AM / PM Rounded to Nearest 5 Vehicles Daily LONG RANGE ( 2035 ) BACKGROUND PEAK HOUR AND DAILY TRAFFIC Figure 5 Asn L — DELICH Prairie Community Church TIS , March 2015 rASSOCIATES TABLE 3 Short Range ( 2019 ) Background Peak Hour Operation Intersection : Moveme > t • Level of 5etvk e • AM Piet EB LT/ T/ RT A A WB LT / T/ RT A A Birch / Sable NB LT/ T/ RT A A ( all -way stop ) _ SB LT/ T/ RT A A OVERALL A A TABLE 4 Long Range ( 2035 ) Background Peak Hour Operation Intersection Movement 41 Level - of: Sterol EB LT B g EB T/ RT 1 B g EB APPROACH B g WB LT B g WB T/ RT B g WB APPROACH B B NB LT B g Birch / Sable NB T C ( all - way stop ) N B RT A NB APPROACH C C S B LT B g SBT B D S B RT A SB APPROACH B C OVERALL C C EB LT C E EB T/ RT B C EB APPROACH C D Birch / Sable WB LT ( two - way stop ) WB T/ RT B C WB APPROACH C D N B LT A A S B LT A A LDELICH Prairie Community Church TIS , March 2015 r I t ! ASSOCIATES a. 1 NOM 30 % Sable Ave 7 0 m � . SCALE : 1 " = 1000 ' TRIP DISTRIBUTION Figure 6 si L- DELICH Prairie Community Church TIS , March 2015 l ICASSOCIATES AS r - U . , co NOM 2 / 1 37 Sable r r Site Access 2 / 2 1 / 2 � N CO AM / PM Daily PHASE 1 SITE GENERATED DAILY AND PEAK HOUR TRAFFIC Figure 7 LDELICH Prairie Community Church TIS , March 2015 - 7 � r =- ASSOCIATES Aek W N0M 2 /2 64 t ( Sable N N er M Site Access 3 /4 2 / 3 c4) rn � - - AM / PM Daily FULL DEVELOPMENT SITE GENERATED DAILY AND PEAK HOUR TRAFFIC Figure 8 - - a l— DELICH Prairie Community Church TIS , March 2015 reASSOCIATES AS L_ co co o M—, � 58 /49 `�' •- cV 38 / 17 430 75 / 31 /� 1 / 12 - - '444 t Sable 13 / 30 (No co- � co 2 / 2 er- CO CO ti CO r Site Access —21 t 2 / 2 1 / 2 N N N N CA ' — AM / PM Daily SHORT RANGE ( 2019 ) TOTAL PEAK HOUR AND DAILY TRAFFIC Figure 9 - 1/ - - - DELICH Prairie Community Church TIS , March 2015 al / - - ASSOCIATES N U m cO to 75 /60 a co CO � - 55 /45 3250 � � � � 100 / 50 f 75 /65 • 1 Sable 40 / 55 75 / 45 )\ o M � M N Qr -) cM J Site Access 5 / 5 5 / 5 m a M <r AM / PM Rounded to Nearest 5 Vehicles Daily . � LONG RANGE ( 2035 ) TOTAL PEAK HOUR AND DAILY TRAFFIC Figure 10 - - J� L - -- DELICH Prairie Community Church TIS , March 2015 47 J r = ASSOCIATES N ct I( \ \ )1 r WCR22 Site Access - Denotes Lane LONG RANGE ( 2035 ) GEOMETRY Figure 11 - - // L - DELICH Prairie Community Church TIS , March 2015 - 7 , cASSOCIATES TABLE 5 Short Range ( 2019 ) Total Peak Hour Operation • t vet • of Servt . •Intereecbor Movement ; 1. EB LT/ T / RT A A WB LT/ T/ RT _ A A Birch / Sable NB LT/ T/ RT A A ( all - way stop ) SB LT/ T/ RT A A OVERALL A A EB LT/ T/ RT B C Birch / Sable WB LT/ T/ RT B B ( two - way stop ) NB LT/ T/ RT A A SB LTTT/ RT A A WCR 11 / Site Access EB LT/ RT B B ( stop sign ) NB LT/ T A A -11 LDELICH Prairie Community Church TIS , March 2015 - 7 . ; r— ASSOCIATES TABLE 6 Long Range ( 2035 ) Total Peak Hour Operation Intersection MovementLevel of : Service AM PIIA EB LT B B EB T/ RT B B EB APPROACH B B WB LT B B WB T/ RT B B WB APPROACH B B NB LT B B Birch / Sable NB T C C ( all - way stop ) N B RT B B NB APPROACH C C S B LT B B SB T B D SB RT A B SB APPROACH ~ B C OVERALL C C EB LT C E EB T/ RT B C EB APPROACH C D Birch / Sable WB LT C E ( two - way stop ) WB T/ RT B C WB APPROACH C D N B LT A A S B LT A A WCR11 / Site Access EB LT/ RT B B ( stop sign ) NB LT A A -" L- - DELICH Prairie Community Church TIS , March 2015 4 7 / - ASSOCIATES APPENDIX A DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVEL . AND , CO 80538 Phone : 19701669 - 2061 TABULAR SUMMARY OF VEHICLE COUNTS Date : 316 / 2014 Observer : Andy Day : Thursday Jurisdiction : Firestone R = right turn I Intersection : Birch / Sable S = straight L = left turn Time Northbound : Birch Southbound : Birch Total Eastbound : Sable Westbound : Sable Total Total Begins L S R _ Total a L S R Total northlsouth L _ S R Total L S _ R _ Total east/west All 1 : 15 1 42 14 57 9 17 0 26 _ 83 i 0 _ 2 1 3 23 7 22 52 55 138 7 : 30 1 37 16 i 54 6 15 0 21 75 0 0 1 1 17 2 21 40 41 116 . h i 7 : 45 0 50 6 56 7 20 0 27 83 0 1 0 1 13 6 14 33 34 117 8 : 00 0 29 7 36 4 33 1 38 74 0 3 0 3 5 6 8 19 22 96 , . , 8 : 15 0 16 4 20 6 14 1 21 41 2 1 1 4 7 1 _ 6 14 18 59 8 : 30 0 _ 14 6 20 6 17 0 23 43 1 2 0 3 3 9 8 20 23 66 7 : 15 - 8 : 15 2 158 43 203 26 85 1 112 315 0 6 2 8 : 58 21 65 144 152 I 467 . 1 I 1 I PHF 0 . 5 0 . 79 0 . 67 0 . 89 0 . 72 0 . 64 0 . 25 0 . 74 nla 0 . 5 0 . 5 0 . 67 0 . 63 0 . 75 0 . 74 0 . 69 0 . 85 4 : 15 1 30 10 41 7 32 0 r 39 80 0 3 2 5 7 2 12 _ 21 26 106 4 : 30 0 26 16 42 26 36 A 1 63 a 105 0 5 0 5 6 a 3 10 19 24 • 129 I 4 : 45 0 25 6 31 _ 19 33 1 53 84 2 0 3 8 0 13 21 24 108 5 : 00 0 27 19 46 20 38 0 58 104 2 8 1 11 5 1 8 14 1 25 129 5 : 15 1 36 14 51 18 40 0 58 109 3 2 1 6 4 2 17 _ 23 29 138 5 : 30 _ 2 34 17 _ 53 15 39 1 55 108 2 1 0 3 5 1 17 23 26 4 134 4 : 45 - 5 : 45 3 122 56 181 72 150 2 224 405 9 12 2 23 22 a 4 r 55 81 104 I 509 - PHF 0 . 38 0 . 85 0 . 74 0 . 85 0 . 9 0 . 94 0 . 5 0 . 97 0 . 75 0 . 38 0 . 5 0 , 52 0 . 69 0 . 5 0 . 81 0 . 88 0 . 92 All Traffic Data Services , Inc Page 1 9660 W 44th Ave Wheat Ridge , CO 80033 415110 www . alltrafficdata . net Site Code : 1 Station ID : 1 WELD CR 22 W/ O WELD CR 11 Start 25 - Mar - 14 Time Tue EB WB _ _ _Total 12 : 00 AM 0 0 0 01 : 00 0 0 0 02 : 00 0 0 0 03 : 00 1 1 2 04 : 00 0 1 1 05 : 00 0 4 4 06 : 00 0 15 15 07 : 00 3 28 31 08 : 00 13 5 18 09 : 00 2 7 9 10 : 00 3 3 6 11 : 00 3 5 8 12 : 00 PM 0 5 5 01 : 00 6 7 13 02 : 00 10 8 18 03 : 00 13 5 18 04 : 00 12 7 19 05 : 00 10 8 18 06 : 00 11 6 17 07 : 00 4 3 7 08 : 00 0 0 0 09 : 00 1 1 2 10 : 00 0 0 0 11 : 00 _ 2 _ 0 2 Total 94 119 213 _ Percent 44 . 1 % 55 . 9 % _ AM Peak - 08 : 00 07 : 00 - - - - - - 07 : 00 Vol . - 13 28 - - - - - - 31 PM Peak - 15 : 00 14 : 00 - - - - - - 16 : 00 Vol . - 13 8 - - - - - - 19 Total 94 119 213 Percent 44 . 1 % 55 . 9 % ADT ADT 213 AADT 213 APPENDIX B HCM 2010 AWSC Recent AM 3 : Sable & Birch Intersection Intersection Delay , s /veh 9 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 0 6 2 0 58 21 65 0 2 158 43 Peak Hour Factor 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 7 2 0 68 25 76 0 2 186 51 Number of Lanes 0 0 1 0 0 0 1 0 0 0 1 0 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8 8 . 9 9 . 2 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left , % 1 % 0 % 40 % 23 % Vol Thru , % 78 % 75 % 15 % 76 % Vol Right, % 21 % 25 % 45 % 1 % Sign Control Stop Stop Stop Stop Traffic Vol by Lane 203 8 144 112 LT Vol 2 0 58 26 Through Vol 158 6 21 85 RT Vol 43 2 65 1 Lane Flow Rate 239 9 169 132 Geometry Grp 1 1 1 1 Degree of Util ( X) 0 . 291 0 . 013 0 . 216 0 . 171 Departure Headway ( Hd ) 4 . 386 4 . 842 4 . 594 4 . 662 Convergence , Y / N Yes Yes Yes Yes Cap 819 737 781 768 Service Time 2 . 415 2 . 888 2 . 628 2 . 695 HCM Lane V/ C Ratio 0 . 292 0 . 012 0 . 216 0 . 172 HCM Control Delay 9 . 2 8 8 . 9 8 . 7 HCM Lane LOS A A A A HCM 95th - tile Q 1 . 2 0 0 . 8 0 . 6 Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates recent am . syn 3 HCM 2010 AWSC Recent AM 3 : Sable & Birch Intersection Intersection Delay , s /veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh /h 0 26 85 1 Peak Hour Factor 0 . 85 0 . 85 0 . 85 0 . 85 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 31 100 1 Number of Lanes 0 0 1 0 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 8 . 7 HCM LOS A Lane Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates recent am . syn Lanes and Geometrics Recent AM 3 : Sable & Birch els ... NI, I 4— Ak% 4\ t /* \* 4? 411 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 4 4, 4 Ideal Flow (vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft) 25 25 25 25 Lane U61 . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 01970 0 . 939 0 . 971 0 . 999 Flt Protected 0 . 980 0 . 988 Satd . Flow ( prot) 0 1807 0 0 1714 0 0 1809 0 0 1839 0 F1t Permitted 0 . 980 0 . 988 Satd . Flow ( perm ) 0 1807 0 0 1714 0 0 1809 0 0 1839 0 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft ) 433 495 420 377 Travel Time ( s ) 9 . 8 11 . 3 9 . 5 8 . 6 intersection Summary Area Type : Other Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates recent am . syn HCM 2010 AWSC Recent PM 3 : Sable & Birch Intersection Intersection Delay , s /veh 8 . 9 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 9 12 2 0 22 4 55 0 3 122 56 Peak Hour Factor 0 . 92 0 . 92 0 92 0 . 92 0 . 92 0 . 92 0 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 fu1vmt Flow 0 10 13 2 0 24 4 60 0 3 133 61 Number of Lanes 0 0 1 0 0 0 1 0 0 0 1 0 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8 . 3 8 . 2 8 . 6 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left , % 2 % 39 % 2 7 % 32 % Vol Thru , % 67 % 52 % 5 % 67 % Vol Right , % 31 % 9 % 68 % 1 % Sign Control Stop Stop Stop Stop Traffic Vol by Lane 181 23 81 224 LT Vol 3 9 22 72 Through Vol 122 12 4 150 RT Vol 56 2 55 2 Lane Flow Rate 197 25 88 243 Geometry Grp 1 1 1 1 Degree of Util ( X) 0 . 234 0 . 035 0 . 112 0 . 302 Departure Headway ( Hd ) 4 . 284 5 , 053 4 . 588 4 . 466 Convergence , YIN Yes Yes Yes Yes Cap 838 708 781 806 Service Time 2 . 308 3 . 09 2 , 619 2 . 489 HCM Lane V/ C Ratio 0 . 235 0 . 035 0 . 113 0 . 301 HCM Control Delay 8 . 6 8 . 3 8 . 2 9 . 4 HCM Lane LOS A A A A HCM 95th - tile Q 0 . 9 0 . 1 0 . 4 1 . 3 Prairie Community Church 3 / 20 / 2015 Synchro 9 Light Report Delich Associates recent pm . syn 6 HCM 2010 AWSC Recent PM 3 : Sable & Birch Intersection Intersection Delay , slveh Intersection LOS Movement SKI SBL SBT SBR Vol , veh / h 0 72 150 2 Peak Hour Factor 0 . 92 0 . 92 0 . 92 0 . 92 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 78 163 2 Number of Lanes 0 0 1 0 Approach SB Opposing Approach NB Opoosing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9 . 4 HCM LOS A Lane Prairie Community Church 3 / 20 / 2015 Synchro 9 Light Report Delich Associates recent pm . syn Lanes and Geometries Recent PM 3 : Sable & Birch el —ow ..‘ se 4— kg• 4\ t lak \* IF 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft ) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 989 0 . 908 0 . 958 0 . 999 Flt Protected 0 . 980 0 . 987 0 . 999 0 . 984 Satd . Flow ( prot) 0 1805 0 0 1669 0 0 1783 0 0 1831 0 Flt Permitted 0 . 980 0 . 987 0 . 999 0 . 984 Satd . Flow ( perm ) 0 1805 0 0 1669 0 0 1783 0 0 1831 0 Link Speed ( mph ) 30 30 30 30 Link Distance (ft ) 433 495 420 377 Travel Time ( s ) 9 . 8 11 . 3 9 . 5 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates recent pm . syn I UNS GNAL ZED INTERSECTIONS . . Level - of- Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 11 APPENDIX C HCM 2010 AWSC Short Bkgrd AM 3 : Sable & Birch Intersection Intersection Delay , s /veh 9 . 6 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 1 13 2 0 73 38 58 0 2 177 50 Peak Hour Factor 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 1 15 2 0 86 45 68 0 2 208 59 Number of Lanes 0 0 1 0 0 0 1 0 0 0 1 0 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8 . 3 9 . 6 9 . 9 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left , % 1 % 6 % 43 % 18 % Vol Thru , % 77 % 81 % 22 % 80 % Vol Right , % 22 % 12 % 34 % 2 % Sign Control Stop Stop Stop Stop Traffic Vol by Lane 229 16 169 129 LT Vol 2 1 73 23 Through Vol 177 13 38 103 RT Vol 50 2 58 3 Lane Flow Rate 269 19 199 152 Geometry Grp 1 1 1 1 Degree of Util ( X) 0 . 339 0 . 027 0 . 265 0 . 202 Departure Headway ( Hd ) 4 . 525 5 . 116 4 . 806 4 . 802 Convergence , Y/ N Yes Yes Yes Yes Cap 792 695 744 744 Service Time 2 . 567 3 . 185 2 . 857 2 . 851 HCM Lane V/ C Ratio 0 . 34 0 . 027 0 . 267 0 . 204 HCM Control Delay 9 . 9 8 . 3 9 . 6 9 . 1 HCM Lane LOS A A A A HCM 95th - tile Q 1 . 5 0 . 1 1 . 1 0 . 8 Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates sb am . syn I3 HCM 2010 AWSC Short Bkgrd AM 3 : Sable & Birch Intersection Intersection Delay , s /veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh / h 0 23 103 3 Peak Hour Factor 0 . 85 0 . 85 0 . 85 0 . 85 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 27 121 4 Number of Lanes 0 0 1 0 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9 . 1 HCM LOS A Lane Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates sb am . syn li 4' Lanes and Geometries Short Bkgrd AM 3 : Sable & Birch —so %**isr tea ' — � 4\ t / ' Nfr 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 985 0 . 954 0 . 970 0 . 996 Flt Protected 0 . 997 0 . 979 0 . 991 Satd . Flow ( prot) 0 1829 0 0 1740 0 0 1807 0 0 1839 0 Flt Permitted 0 . 997 0 . 979 0 . 991 Satd . Flow ( perm ) 0 1829 0 0 1740 0 0 1807 0 0 1839 0 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft ) 433 495 420 377 Travel Time ( s ) 9 . 8 11 . 3 9 . 5 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates sb am . syn 9 HCM 2010 AWSC Short Bkgrd PM 3 : Sable & Birch Intersection Intersection Delay , s /veh 9 . 4 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 12 30 2 0 30 17 49 0 3 145 72 Peak Hour Factor 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 13 33 2 0 33 18 53 0 3 158 78 Number of Lanes 0 0 1 0 0 0 1 0 0 0 1 0 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8 . 7 8 . 7 9 . 3 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left , % 1 % 27 % 31 % 26 % Vol Thru , % 66 % 68 % 18 % 72 % Vol Right , % 33 % 5 % 51 % 1 % Sign Control Stop Stop Stop Stop Traffic Vol by Lane 220 44 96 238 LT Vol 3 12 30 63 Through Vol 145 30 17 172 RT Vol 72 2 49 3 Lane Flow Rate 239 48 104 259 Geometry Grp 1 1 1 1 Degree of Util ( X) 0 . 293 0 . 069 0 . 141 0 . 332 Departure Headway ( Hd ) 4 . 415 5 . 23 4 . 877 4 . 62 Convergence , Y/ N Yes Yes Yes Yes Cap 813 682 733 776 Service Time 2 . 454 3 . 289 2 . 928 2 . 658 HCM Lane V/ C Ratio 0 . 294 0 . 07 0 . 142 0 . 334 HCM Control Delay 9 . 3 8 . 7 8 . 7 10 HCM Lane LOS A A A A HCM 95th - tile Q 1 . 2 0 . 2 0 . 5 1 . 5 Prairie Community Church 3/ 200015 Synchro 8 Light Report Delich Associates sb pm . syn d CO HCM 2010 AWSC Short Bkgrd PM 3 : Sable & Birch ntersection Intersection Delay , s /veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh / h 0 63 172 3 Peak Hour Factor 0 . 92 0 . 92 0 . 92 0 . 92 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 68 187 3 Number of Lanes 0 0 1 0 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 10 HCM LOS A Lane Prairie Community Church 3/ 20 /2015 Synchro 8 Light Report Delich Associates sb pm . syn I Lanes and Geometrics Short Bkgrd PM 3 : Sable & Birch l — .. ftsliy, { 4— t /* 1 di Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 994 0 . 931 0 . 956 0 . 998 Flt Protected 0 . 987 0 . 984 0 . 999 0 . 987 Satd . Flow ( prot) 0 1827 0 0 1706 0 0 1779 0 0 1835 0 Flt Permitted 0 . 987 0 . 984 0 . 999 0 . 987 Satd . Flow ( perm ) 0 1827 0 0 1706 0 0 1779 0 0 1835 0 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft) 433 495 420 377 Travel Time ( s) 9 . 8 11 . 3 9 . 5 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/20 /2015 Synchro 8 Light Report Delich Associates sb pm . syn I APPENDIX D i 9 HCM 2010 AWSC Long Bkgrd AM 3 : Sable & Birch All - way Stop Intersection Intersection Delay , s /veh 15 . 7 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 75 40 75 0 95 55 75 0 25 330 75 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 79 42 79 0 100 58 79 0 26 347 79 Number of Lanes 0 1 1 0 0 1 1 0 0 1 1 1 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 2 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 3 2 Conflicting Approach Right NB SB WB Conflicting Lanes Right 3 3 2 HCM Control Delay 12 . 3 12 . 7 19 . 9 HCM LOS B B C Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left , % 100 % 04)/0 0 % 100 % 0 % 100 % 0 % 100 % 0 % 0 % Vol Thru , % 0 % 100 % 0 % 0 % 35 % 0 % 42 % 0 % 100 % 0 % Vol Right , % 0 % 0 % 100 % 0 % 65 % 0 % 58 % 0 % 0 % 100 % Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 25 330 75 75 115 95 130 30 165 30 LT Vol 25 0 0 75 0 95 0 30 0 0 Through Vol 0 330 0 0 40 0 55 0 165 0 RT Vol 0 0 75 0 75 0 75 0 0 30 Lane Flow Rate 26 347 79 79 121 100 137 32 174 32 Geometry Grp 8 8 8 8 8 8 8 8 8 8 Degree of Util ( X) 0 . 055 0 . 671 0 . 137 0 . 177 0 . 239 0 . 221 0 . 268 0 . 07 0 . 36 0 . 059 Departure Headway ( Hd ) 7 . 458 6 . 949 6 . 236 8 . 067 7 . 103 7 . 961 7 . 05 7 . 981 7 . 47 6 . 754 Convergence , Y/ N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 480 521 575 444 505 451 509 448 481 529 Service Time 5 . 2 4 . 69 3 . 977 5 . 818 4 . 853 5 . 71 4 . 799 5 . 734 5 . 222 4 . 506 HCM Lane V/ C Ratio 0 . 054 0 . 666 0 . 137 0 . 178 0 . 24 0 . 222 0 . 269 0 . 071 0 . 362 0 . 06 HCM Control Delay 10 . 6 22 . 8 10 12 . 6 12 . 1 13 12 . 4 11 . 3 14 . 4 9 . 9 HCM Lane LOS B C A B B B B B B A HCM 95th - tile Q 0 . 2 5 0 . 5 0 . 6 0 . 9 0 . 8 1 . 1 0 . 2 1 . 6 0 . 2 Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates lb am all - way stop . syn ZC) HCM 2010 AWSC Long Bkgrd AM 3 : Sable & Birch All - way Stop intersection Intersection Delay , s /veh Intersection LOS Movement SBU SBL SB7 SBR Vol , veh / h 0 30 165 30 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 Wait Flow 0 32 174 32 Number of Lanes 0 1 1 1 Approach SB Opposing Approach NB Opposing Lanes 3 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 2 HCM Control Delay 13 . 4 HCM LOS B Lane Prairie Community Church 3/ 20 / 2015 Synchro 9 Light Report Delich Associates lb am all - way stop . syn Lanes and Geometrics Long Bkgrd AM 3 : Sable & Birch All - way stop .1 — 4 Nv i 4- ks. ' \ t i ` ii Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 'I to li T li It r ) ets r Ideal Flow (vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 01)/0 0 % 0 % 0 % Storage Length ( ft) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft ) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 902 0 . 914 0 . 850 0 . 850 Flt Protected 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( prot ) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 . 950 0 . 950 0 . 950 0 . 950 Said . Flow ( perm ) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance (ft ) 433 495 330 377 Travel Time ( s ) 9 . 8 11 . 3 7 . 5 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates lb am all - way stop . syn Zt HCM 2010 AWSC Long Bkgrd PM 3 : Sable & Birch All - way stop Intersection Intersection Delay , s /veh 17 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 65 55 45 0 45 45 60 0 80 250 90 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 68 58 47 0 47 47 63 0 84 263 95 Number of Lanes 0 1 1 0 0 1 1 0 0 1 1 1 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 2 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 3 2 Conflicting Approach Right NB SB WB Conflicting Lanes Right 3 3 2 HCM Control Delay 13 12 . 9 15 . 7 HCM LOS B B C Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100 % 0 % 0 % 100 % 0 % 100 % 0 % 100 % 0 % 0 % Vol Thru , % 0 % 100 % 0 % 0 % 55 % 0 % 43 % 0 % 100 % 0 % Vol Right , % 0 % 0 % 100 % 0 % 45 % 0 % 57 % 0 % 0 % 100 % Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 80 250 90 65 100 45 105 85 335 85 LT Vol 80 0 0 65 0 45 0 85 0 0 Through Vol 0 250 0 0 55 0 45 0 335 0 RT Vol 0 0 90 0 45 0 60 0 0 85 Lane Flow Rate 84 263 95 68 105 47 111 89 353 89 Geometry Grp 8 8 8 8 8 8 8 8 8 8 Degree of Util ( X) 0 . 185 0 . 539 0 . 175 0 . 164 0 . 228 0 . 114 0 . 239 0 . 191 0 . 703 0 . 161 Departure Headway ( Hd ) 7 . 89 7 . 38 6 . 666 8 . 636 7 . 812 8 . 696 7 . 786 7 . 687 7 . 178 6 . 465 Convergence , Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 455 489 537 415 459 412 460 467 504 554 Service Time 5 . 644 5 . 134 4 . 42 6 . 398 5 . 574 6 . 46 5 . 549 5 . 436 4 . 927 4 . 213 HCM Lane WC Ratio 0 . 185 0 . 538 0 . 177 0 . 164 0 . 229 0 . 114 0 . 241 0 . 191 0 . 7 0 . 161 HCM Control Delay 12 . 4 18 . 5 10 . 8 13 . 1 12 . 9 12 . 6 13 12 . 3 25 . 3 10 . 5 HCM Lane LOS B C B B B B B B D B HCM 95th - tile Q 0 . 7 3 . 2 0 . 6 0 . 6 0 . 9 0 . 4 0 . 9 0 . 7 5 . 5 0 . 6 Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates lb pm ail -way stop . syn HCM 2010 AWSC Long Bkgrd PM 3 : Sable & Birch All - way stop Intersection Intersection Delay , s /veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh / h 0 85 335 85 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 89 353 89 Number of Lanes 0 1 1 1 Approach SB Opposing Approach NB Opposing Lanes 3 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 2 HCM Control Delay 20 . 6 HCM LOS C Lane Prairie Community Church 3 / 20 /2015 Synchro 9 Light Report Delich Associates lb pm all -way stop . syn 4- Lanes and Geometrics Long Bkgrd PM 3 : Sable & Birch All - way Stop .1 —fr "Nt 4— 44• ' ` 4\ t /3* % 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations iii ti Ili it* vi t r ii t r Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 933 0 . 914 0 . 850 0 . 850 Flt Protected 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( prot) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( perm ) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft ) 433 495 265 377 Travel Time ( s ) 9 . 8 11 . 3 6 . 0 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates lb pm all - way stop . syn HCM 2010 TWSC Long Bkgrd AM 3 : Sable & Birch Two - way stop Intersection Int Delay , sNeh 7 . 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol , veh / h 75 40 75 95 55 75 25 330 75 30 165 30 Conflicting Peds , Mr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - 150 - 150 150 - 150 Veh in Median Storage , # - 0 - - 0 - - 0 - - 0 - Grade , % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 79 42 79 100 58 79 26 347 79 32 174 32 Major/ Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 705 637 174 697 637 347 174 0 0 347 0 0 Stage 237 237 - 400 400 - - - - - - - Stage 2 468 400 - 297 237 - - - - - - - Critical Hdwy 7 . 12 6 . 52 6 . 22 7 . 12 6 . 52 6 . 22 4 . 12 - - 4 . 12 - - Critical Hdwy Stg 1 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - - Critical Hdwy Stg 2 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - Follow- upHdwy 3 . 518 4 . 018 3 . 318 3 . 518 4 . 018 3 . 318 2 . 218 - - 2 . 218 - - Pot Cap - 1 Maneuver 351 395 869 356 395 696 1403 - - 1212 - - Stage 1 766 709 - 626 602 - - - - - - Stage 2 575 602 - 712 709 - - - - - - - Platoon blocked , % - - - Mov Cap - 1 Maneuver 265 377 869 286 377 696 1403 - - 1212 - - Mov Cap - 2 Maneuver 265 377 - 286 377 - - - - - - - Stage 1 752 690 - 614 591 - - - - - - Stage 2 451 591 - 592 690 - - - - - - - Approach EB WB NB SB HCM Control Delay , s 17 . 1 18 . 7 0 . 4 1 . 1 HCM LOS C C Minor Lane / Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity ( veh / h ) 1403 - - 265 598 286 513 1212 - - HCM Lane V/ C Ratio 0 . 019 - - 0 . 298 0 . 202 0 . 35 0 . 267 0 . 026 - - HCM Control Delay ( s ) 7 . 6 - - 24 . 2 12 . 5 24 . 2 14 . 6 8 . 1 - - HCM Lane LOS A - - C B C B A - - HCM 95th % tile Q (veh ) 0 . 1 - - 1 . 2 0 . 8 1 . 5 1 . 1 0 . 1 - - Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates lb am two -way stop . syn Lanes and Geometrics Long Bkgrd AM 3 : Sable & Birch Two - way Stop delh .0. was* i 4— km-. 4\ t P \* Tir 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ili I ) i '1 t r e'l t r Ideal Flow (vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 902 0 . 914 0 . 850 0 . 850 Flt Protected 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( prot) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( perm ) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance (ft ) 433 495 330 377 Travel Time ( s ) 9 , 8 11 . 3 7 . 5 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates lb am two - way stop . syn 7 . / HCM 2010 TWSC Long Bkgrd PM 3 : Sable & Birch Two -way stop Intersection Int Delay , s /veh 8 . 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol , veh / h 65 55 45 45 45 60 80 250 90 85 335 85 Conflicting Peds , #/ hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - 150 - 150 150 - 150 Veh in Median Storage , # - 0 - - 0 - - 0 - - 0 - Grade , % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 68 58 47 47 47 63 84 263 95 89 353 89 Major/ Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1019 964 353 1016 964 263 353 0 0 263 0 0 Stage 1 532 532 - 432 432 - - - - - - - Stage 2 487 432 - 584 532 - - - - - - - Critical Ho* 7 . 12 6 . 52 6 . 22 7 . 12 6 . 52 6 . 22 4 . 12 - - 4 . 12 - - Critical Hdwy Stg 1 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - - Critical Hdwy Stg 2 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - - Follow - up Hdwy 3 . 518 4 . 018 3 . 318 3 . 518 4 . 018 3 . 318 2 . 218 - - 2 . 218 - - Pot Cap - 1 Maneuver 215 255 691 216 255 776 1206 - - 1301 - - Stage 1 531 526 - 602 582 - - - - - - - Stage 2 562 582 - 498 526 - - - - - - - Platoon blocked , % - - - - Mav Cap - 1 Maneuver 149 221 691 145 221 776 1206 - - 1301 - - Mov Cap - 2 Maneuver 149 221 - 145 221 - - - - - - - Stage 1 494 490 - 560 541 - - - - - - - Stage 2 438 541 - 381 490 - - - - - - - Approach EB WB NB SB HCM Control Delay , s 32 . 2 25 . 4 1 . 6 1 . 3 HCM LOS D D Minor Lane / Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity ( veh / h ) 1206 - - 149 318 145 374 1301 - - HCM Lane WC Ratio 0 . 07 - - 0 . 459 0 . 331 0 . 327 0 . 296 0 . 069 - - HCM Control Delay ( s ) 8 . 2 - - 48 . 2 21 . 8 41 . 4 18 . 6 8 - - HCM Lane LOS A - - E C E C A - - HCM 95th % tile Q ( veh ) 0 . 2 - - 2 . 1 1 . 4 1 . 3 1 . 2 0 . 2 - - Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates lb pm two - way stop . syn Lanes and Geometrics Long Bkgrd PM 3 : Sable & Birch Two - way Stop see —go %%* I 4— kft.. 4\ t P \* 4 4/ Lane Group EBL EBT EBR Oa WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) I ) I ) at r /1 at r Ideal Flow (vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft ) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 933 0 . 914 0 . 850 0 . 850 Flt Protected 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( prot) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( perm ) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance (ft ) 433 495 265 377 Travel Time ( s) 9 . 8 11 . 3 6 . 0 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates lb pm two - way stop . syn z 9 APPENDIX E 30 HCM 2010 AWSC Short Total AM 3 : Sable & Birch Intersection Intersection Delay , slveh 9 . 6 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 1 13 2 0 75 38 58 0 2 178 51 Peak Hour Factor 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 0 . 85 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 1 15 2 0 88 45 68 0 2 209 60 Number of Lanes 0 0 1 0 0 0 1 0 0 0 1 0 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8 . 3 9 . 7 9 . 9 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left , % 1 % 6 % 44 % 18 % Vol Thru , % 77 % 81 % 22 % 80 % Vol Right , % 22 % 12 % 34 % 2 % Sign Control Stop Stop Stop Stop Traffic Vol by Lane 231 16 171 130 LT Vol 2 1 75 23 Through Vol 178 13 38 104 RT Vol 51 2 58 3 Lane Flow Rate 272 19 201 153 Geometry Grp 1 1 1 1 Degree of Util ( X) 0 . 342 0 . 027 0 . 269 0 . 204 Departure Headway ( Hd ) 4 . 531 5 . 129 4 . 819 4 . 811 Convergence , Y/ N Yes Yes Yes Yes Cap 791 693 742 743 Service Time 2 . 575 3 . 199 2 . 87 2 . 862 HCM Lane V/ C Ratio 0 . 344 0 . 027 0 . 271 0 . 206 HCM Control Delay 9 . 9 8 . 3 9 . 7 9 . 1 HCM Lane LOS A A A A HCM 95th - tile Q 1 . 5 0 . 1 1 . 1 0 . 8 Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates st am . syn rd HCM 2010 AWSC Short Total AM 3 : Sable & Birch Intersection Intersection Delay , s/veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh / h 0 23 104 3 Peak Hour Factor 0 . 85 0 . 85 0 . 85 0 . 85 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 27 122 4 Number of Lanes 0 0 1 0 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9 . 1 HCM LOS A Lane Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates st am . syn Lanes and Geometrics Short Total AM 3 : Sable & Birch ..) .0. Nit yie 41— 41/4.- 4\ t P \WP WITI 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, 4 4 Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft) 25 25 25 25 Lane U61 . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 985 0 . 954 0 . 970 0 . 996 Flt Protected 0 . 997 0 . 979 0 . 991 Satd . Flow ( prot ) 0 1829 0 0 1740 0 0 1807 0 0 1839 0 Flt Permitted 0 . 997 0 . 979 0 . 991 Satd . Flow ( perm ) 0 1829 0 0 1740 0 0 1807 0 0 1839 0 Link Speed ( mph ) 30 30 30 30 Link Distance (ft ) 433 495 305 377 Travel Time ( s) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates st am . syn 2 HCM 2010 AWSC Short Total PM 3 : Sable & Birch Intersection Intersection Delay , s /veh 9 . 5 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh /h 0 12 30 2 0 31 17 49 0 3 146 73 Peak Hour Factor 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 0 . 92 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 13 33 2 0 34 18 53 0 3 159 79 Number of Lanes 0 0 1 0 0 0 1 0 0 0 1 0 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8 . 7 8 . 8 9 . 3 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left , % 1 % 27 % 32 % 26 % Vol Thru , % 66 % 68 % 18 % 72 % Vol Right , % 33 % 50/0 51 % 1 % Sign Control Stop Stop Stop Stop Traffic Vol by Lane 222 44 97 239 LT Vol 3 12 31 63 Through Vol 146 30 17 173 RT Vol 73 2 49 3 Lane Flow Rate 241 48 105 260 Geometry Grp 1 1 1 1 Degree of Util ( X) 0 . 296 0 . 07 0 . 143 0 . 334 Departure Headway ( Hd ) 4 . 419 5 . 238 4 . 887 4 . 625 Convergence , Y/ N Yes Yes Yes Yes Cap 811 680 730 774 Service Time 2 . 461 3 . 301 2 . 943 2 . 667 HCM Lane V/ C Ratio 0 . 297 0 . 071 0 . 144 0 . 336 HCM Control Delay 9 . 3 8 . 7 8 . 8 10 HCM Lane LOS A A A A HCM 95th - tile Q 1 . 2 0 . 2 0 . 5 1 . 5 Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates st pm . syn HCM 2010 AWSC Short Total PM 3 : Sable & Birch Intersection Intersection Delay , s / veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh / h 0 63 173 3 Peak Hour Factor 0 . 92 0 . 92 0 . 92 0 . 92 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 68 188 3 Number of Lanes 0 0 1 0 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 10 HCM LOS A Lane Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Deitch Associates st pm . syn Lanes and Geometrics Short Total PM 3 : Sable & Birch c 4- Ak,. 4\ t 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0 % 0 % 01)/0 0 % Storage Length ( ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft ) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 994 0 . 932 0 . 956 0 , 998 Flt Protected 0 . 987 0 . 984 0 . 999 0 . 987 Satd . Flow ( prot) 0 1827 0 0 1708 0 0 1779 0 0 1835 0 Flt Permitted 0 . 987 0 . 984 0 . 999 0 . 987 Satd . Flow ( perm ) 0 1827 0 0 1708 0 0 1779 0 0 1835 0 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft ) 433 495 305 377 Travel Time ( s ) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Deiich Associates st pm . syn (2 ( HCM 2010 TWSC Short Total AM 3 : Sable & Birch Two - way Stop Intersection Int Delay , s /veh 5 . 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol , veh / h 1 13 2 75 38 58 2 178 51 23 104 3 Conflicting Peds , #/ hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage , # - 0 - - 0 - - 0 - - 0 - Grade , % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 15 2 88 45 68 2 209 60 27 122 4 Major/ Minor Minor2 Minor1 Majorl Major2 Conflicting Flow All 479 452 124 431 424 239 126 0 0 269 0 0 Stage 1 178 178 - 244 244 - - - - - - - Stage 2 301 274 - 187 180 - - - - - - - Critical Hdwy 7 . 12 6 . 52 6 . 22 7 . 12 6 . 52 6 . 22 4 . 12 - - 4 . 12 - - Critical Hdwy Stg 1 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - - Critical Hdwy Stg 2 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - Follow- up Hdwy 3 . 518 4 . 018 3 . 318 3 . 518 4 . 018 3 . 318 2 . 218 - - 2 . 218 - - Pot Cap - 1 Maneuver 497 503 927 535 522 800 1460 - - 1295 - - Stage 1 824 752 - 760 704 - - - - - - - Stage 2 708 683 - 815 750 - - - - - - - Platoon blocked , % - - - - Mov Cap- 1 Maneuver 416 491 927 511 509 800 1460 - - 1295 - - Mov Cap - 2 Maneuver 416 491 - 511 509 - - - - - - - Stage 1 822 735 - 758 703 - - - - - - - Stage 2 605 682 - 779 734 - - - - - - - Approach EB WB NB SB HCM Control Delay , s 12 . 3 14 . 4 0 . 1 1 . 4 HCM LOS B B Minor Lane/ Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity ( veh / h ) 1460 - - 515 582 1295 - - HCM Lane V/ C Ratio 0 . 002 - - 0 . 037 0 . 346 0 . 021 - - HCM Control Delay ( s ) 7 . 5 0 - 12 . 3 14 . 4 7 . 8 0 - HCM Lane LOS A A - B B A A - HCM 95th % tile Q ( veh ) 0 - - 0 . 1 1 . 5 0 . 1 - - Prairie Community Church N20 /2015 Synchro 9 Light Report Delich Associates st am two -way stop . syn 51 Lanes and Geometrics Short Total AM 3 : Sable & Birch Two - way Stop .--# —pi NI, ire 4— 4%. 4\ t P \* 4 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 985 0 . 954 0 . 970 0 . 996 Flt Protected 0 . 997 0 . 979 0 . 991 Satd . Flow ( prat) 0 1829 0 0 1740 0 0 1807 0 0 1839 0 Flt Permitted 0 . 997 0 . 979 0 . 991 Satd . Flow ( perm ) 0 1829 0 0 1740 0 0 1807 0 0 1839 0 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft) 433 495 305 377 Travel Time ( s ) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates st am two -way stop . syn HCM 2010 TWSC Short Total PM 3 : Sable & Birch Two - way stop Intersection Int Delay , s /veh 4 . 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol , veh / h 12 30 2 31 17 49 3 146 73 63 173 3 Conflicting Peds , #ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage , # - 0 - - 0 - - 0 - - 0 - Grade , % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 33 2 34 18 53 3 159 79 68 188 3 Major/ Minor Minor2 Minorl Major1 Major2 Conflicting Flow All 568 572 190 549 533 198 191 0 0 238 0 0 Stage 327 327 - 205 205 - - - - - - - Stage 2 241 245 - 344 328 - - - - - - - Critical Hdwy 7 . 12 6 . 52 6 . 22 7 . 12 6 . 52 6 . 22 4 . 12 - - 4 . 12 - - Critical Hdwy Stg 1 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - Critical Hdwy Stg 2 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - - Follow- up Hdwy 3 . 518 4 . 018 3 . 318 3 . 518 4 , 018 3 . 318 2 . 218 - - 2 . 218 - - Pot Cap - 1 Maneuver 434 430 852 446 453 843 1383 - - 1329 - - Stage 1 686 648 - 797 732 - - - - - - - Stage 2 762 703 - 671 647 - - - - - - - Platoon blocked , % - - - - Mov Cap - 1 Maneuver 375 404 852 399 426 843 1383 - - 1329 - - Mov Cap - 2 Maneuver 375 404 - 399 426 - - - - - - Stage 1 684 611 - 795 730 - - - - - - - Stage 2 694 701 - 597 610 - - - - - - - Approach EB WB NB SB HCM Control Delay , s 15 . 1 13 . 1 0 . 1 2 . 1 HCM LOS C B Minor Lane / Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity ( veh / h ) 1383 - - 405 552 1329 - - HCM Lane WC Ratio 0 . 002 - - 0 . 118 0 . 191 0 . 052 - - HCM Control Delay ( s ) 7 . 6 0 - 15 . 1 13 . 1 7 . 9 0 - HCM Lane LOS A A - C B A A - HCM 95th % tile Q (veh ) 0 - - 0 . 4 0 . 7 0 . 2 - - Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates st pm two - way stop . syn � 2 Lanes and Geometrics Short Total PM 3 : Sable & Birch Two - way Stop .11 __Isu "Nt I 4.— 4b*1/4„. 4\ t t 4? 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 Ideal Flow (vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0 % 0 % 0 % 0 % Storage Length ( ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length ( ft ) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Red Bike Factor Frt 0 . 994 0 . 932 0 . 956 0 . 998 Flt Protected 0 . 987 0 . 984 0 . 999 0 . 987 Satd . Flow ( prot) 0 1827 0 0 1708 0 0 1779 0 0 1835 0 Flt Permitted 0 . 987 0 . 984 0 . 999 0 . 987 Said . Flow ( perm ) 0 1827 0 0 1708 0 0 1779 0 0 1835 0 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft) 433 495 305 377 Travel Time ( s ) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3 / 20 /2015 Synchro 9 Light Report Deiich Associates st pm two - way stop . syn HCM 2010 TWSC Short Total AM 6 : Birch & Site Access Intersection Int Delay , s/veh 0 . 1 Movement EBL EBR NBL NBT SBT SBR Vol , veh / h 2 1 2 229 178 3 Conflicting Peds , #/ hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage , # 0 - - 0 0 - Grade , % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles , % 2 2 2 2 2 2 Mvmt Flow 2 1 2 269 209 4 Major/ Minor Minor2 Major1 Major2 Conflicting Flow All 485 211 213 0 - 0 Stage 1 211 - - - - Stage 2 274 - - - - Critical Hdwy 6 . 42 6 . 22 4 . 12 - - Critical Hdwy Stg 1 5 . 42 - - - - - Critical Hdwy Stg 2 5 . 42 - - - - Follow - up Hdwy 3 . 518 3 . 318 2 . 218 - - Pot Cap - 1 Maneuver 541 829 1357 - - Stage 1 824 - - - - Stage 2 772 - - - - - Platoon blocked , % - - Mov Cap- 1 Maneuver 540 829 1357 - - Mov Cap - 2 Maneuver 540 - - - - - Stage 1 824 - - - - Stage 2 770 - - - - Approach EB NB SB HCM Control Delay , s 10 . 9 0 . 1 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity ( veh / h ) 1357 - 611 - - HCM Lane V/ C Ratio 0 . 002 - 0 . 006 - - HCM Control Delay ( s ) 7 . 7 0 10 . 9 - - HCM Lane LOS A A B - - HCM 95th % tile Q (veh ) 0 - 0 - - Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates st am . syn 4I Lanes and Geometrics Short Total AM 6 : Birch & Site Access 4\ t 4/ Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 4' to Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 Lane Width (ft ) 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % Storage Length ( ft ) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length ( ft) 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 , 00 1 , 00 Ped Bike Factor Frt 0 . 955 0 . 997 Flt Protected 0 . 968 Satd . Flow ( prot) 1722 0 0 1863 1857 0 Flt Permitted 0 . 968 Satd . Flow ( perm ) 1722 0 0 1863 1857 0 Link Speed ( mph ) 30 30 30 Link Distance (ft ) 229 413 305 Travel Time ( s) 5 . 2 9 . 4 6 . 9 Intersection Summary Area Type : Other Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates st am , syn 41 HCM 2010 TWSC Short Total PM 6 : Birch & Site Access Intersection Int Delay , s /veh 0 . 1 Movement EBL EBR NBL NBT SBT SBR Vol , veh / h 2 2 2 220 204 2 Conflicting Peds , #/ hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage , # 0 - - 0 0 - Grade , % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles , % 2 2 2 2 2 2 Mvmt Flow 2 2 2 239 222 2 Major/ Minor Minor2 Major1 Major2 Conflicting Flow All 466 223 224 0 - 0 Stage 1 223 - - - - - Stage 2 243 - - - - - Criticai Hdwy 6 . 42 6 . 22 4 . 12 - - - Critical Hdwy Stg 1 5 . 42 - - - - - Critical Hdwy Stg 2 5 . 42 - - - - - Follow - up Hdwy 3 . 518 3 . 318 2 . 218 - - - Pot Cap - 1 Maneuver 555 817 1345 - - - Stage 1 814 - - - - Stage 2 797 - - - - - Platoon blocked , % - - - Mov Cap - 1 Maneuver 554 817 1345 - - - Mov Cap - 2 Maneuver 554 - - - - - Stage 1 814 - - - - - Stage 2 795 - - - - - Approach EB NB SB HCM Control Delay , s 10 . 5 0 . 1 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity ( veh /h ) 1345 - 660 - - HCM Lane V/ C Ratio 0 . 002 - 0 . 007 - - HCM Control Delay ( s ) 7 . 7 0 10 . 5 - - HCM Lane LOS A A B - - HCM 95th %tile Q ( veh ) 0 - 0 - - Prairie Community Church 3/20/2015 Synchro 9 Light Report Delich Associates st pm . syn 43 Lanes and Geometries Short Total PM 6 : Birch & Site Access 4\ t 4 I Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations V 41 tk, Ideal Flow (vphpl ) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0 % 0 % 0 % Storage Length ( ft ) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length ( ft ) 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 932 0 . 999 Flt Protected 0 . 976 Satd . Flow ( prot) 1694 0 0 1863 1861 0 Flt Permitted 0 . 976 Satd . Flow ( perm ) 1694 0 0 1863 1861 0 Link Speed ( mph ) 30 30 30 Link Distance ( ft) 229 413 305 Travel Time ( s) 5 . 2 9 . 4 6 . 9 Intersection Summary Area Type : Other Prairie Community Church 3/20/2015 Synchro 9 Light Report Deiich Associates st pm . syn 4 4 ' APPENDIX F HCM 2010 AWSC Long Total AM 3 : Sable & Birch All - way Stop Intersection Intersection Delay , s /veh 15 . 7 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 75 40 75 0 100 55 75 0 25 330 80 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 79 42 79 0 105 58 79 0 26 347 84 Number of Lanes 0 1 1 0 0 1 1 0 0 1 1 1 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 2 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 3 2 Conflicting Approach Right NB SB WB Conflicting Lanes Right 3 3 2 HCM Control Delay 12 . 3 12 . 7 19 . 9 HCM LOS B B C Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left % 100 % 0 % 0 % 100 % 0 % 100 % 0 % 100 % 0 % 0 % Vol Thru , % 0 % 100 °A 0 % 0 % 35 % 0 % 42 % 0 % 100 % 0 % Vol Right, % 0 % 0 % 100 % 0 % 65 % 0 % 58 % 0 % 0 % 100 % Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 25 330 80 75 115 100 130 30 165 30 LT Vol 25 0 0 75 0 100 0 30 0 0 Through Vol 0 330 0 0 40 0 55 0 165 0 RT Vol 0 0 80 0 75 0 75 0 0 30 Lane Flow Rate 26 347 84 79 121 105 137 32 174 32 Geometry Grp 8 8 8 8 8 8 8 8 8 8 Degree of Util ( X) 0 . 055 0 . 673 0 . 146 0 . 178 0 . 24 0 . 233 0 . 269 0 . 07 0 . 362 0 . 06 Departure Headway ( Hd ) 7 . 485 6 . 976 6 . 262 8 . 104 7 . 139 7 . 981 7 . 071 8 . 023 7 . 511 6 . 795 Convergence , Y / N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 478 518 572 443 502 449 508 447 479 526 Service Time 5 . 23 4 . 72 4 . 006 5 . 854 4 . 889 5 . 73 4 . 82 5 . 772 5 . 261 4 . 544 HCM Lane V/ C Ratio 0 . 054 0 . 67 0 . 147 0 . 178 0 . 241 0 . 234 0 . 27 0 . 072 0 . 363 0 . 061 HCM Control Delay 10 . 7 23 10 . 1 12 . 6 12 . 1 13 . 2 12 . 4 11 . 4 14 . 5 10 HCM Lane LOS B C B B B B B B B A HCM 95th - tile Q 0 . 2 5 0 . 5 0 . 6 0 . 9 0 . 9 1 . 1 0 . 2 1 . 6 0 . 2 Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates It am all - way stop . syn - ! y* HCM 2010 AWSC Long Total AM 3 : Sable & Birch All - way stop Intersection Intersection Delay , s /veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh / h 0 30 165 30 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 32 174 32 Number of Lanes 0 1 1 1 Approach SB Opposing Approach NB Opposing Lanes 3 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 2 HCM Control Delay 13 . 5 HCM LOS Lane Prairie Community Church 3/ 20 / 2015 Synchro 9 Light Report Delich Associates It am all - way stop . syn Lanes and Geometrics Long Total AM 3 : Sable & Birch All - way Stop , _ple Nip I 4- ilk, 411\ t ti \* 4/ Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ii tio 19 T. '1 t r "lit r Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft ) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 , 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 902 0 . 914 0 . 850 0 . 850 Flt Protected 0 . 950 0 . 950 0 , 950 0 . 950 Said . Flow ( prot) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 , 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( perm ) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance (ft) 433 495 305 377 Travel Time ( s) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates It am all - way stop . syn HCM 2010 AWSC Long Total PM 3 : Sable & Birch All - way Stop Intersection Intersection Delay , s /veh 17 . 1 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol , veh / h 0 65 55 45 0 50 45 60 0 80 250 95 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 68 58 47 0 53 47 63 0 84 263 100 Number of Lanes 0 1 1 0 0 1 1 0 0 1 1 1 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 2 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 3 2 Conflicting Approach Right NB SB WB Conflicting Lanes Right 3 3 2 HCM Control Delay 13 . 1 12 . 9 15 . 8 HCM LOS B B C Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left , % 100 % 0 % 0 % 100 % 0 % 100 % 0 % 100 % 0 % 0 % Vol Thru , % 0 % 100 % 0 % 0 % 55 % 0 % 43 % 0 % 100 % 0 % Vol Right , % 0 % 0 % 100 % 0 % 45 % 0 % 57 % 0 % 0 % 100 % Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 80 250 95 65 100 50 105 85 335 85 LT Vol 80 0 0 65 0 50 0 85 0 0 Through Vol 0 250 0 0 55 0 45 0 335 0 RT Vol 0 0 95 0 45 0 60 0 0 85 Lane Flow Rate 84 263 100 68 105 53 111 89 353 89 Geometry Grp 8 8 8 8 8 8 8 8 8 8 Degree of Util ( X ) 0 . 185 0 . 542 0 . 186 0 . 165 0 . 23 0 . 128 0 . 24 0 . 192 0 . 707 0 . 162 Departure Headway ( Hd ) 7 . 926 7 . 416 6 . 702 8 . 68 7 . 857 8 . 724 7 . 814 7 . 731 7 . 221 6 . 508 Convergence , Y/ N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 452 487 534 413 456 411 459 463 501 550 Service Time 5 . 684 5 . 174 4 . 459 6 . 447 5 . 623 6 . 49 5 . 579 5 . 485 4 . 975 4 . 261 HCM Lane V/ C Ratio 0 . 186 0 . 54 0 . 187 0 . 165 0 . 23 0 . 129 0 . 242 0 . 192 0 . 705 0 . 162 HCM Control Delay 12 . 5 18 . 7 11 13 . 2 13 12 . 8 13 12 . 3 25 . 7 10 . 5 HCM Lane LOS B C B B B B B B D B HCM 95th - tile Q 0 . 7 3 . 2 0 . 7 0 . 6 0 . 9 0 . 4 0 . 9 0 . 7 5 . 5 0 . 6 Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates it pm all - way stop . syn 9 HCM 2010 AWSC Long Total PM 3 : Sable & Birch All - way Stop Intersection Intersection Delay , s /veh Intersection LOS Movement SBU SBL SBT SBR Vol , veh / h 0 85 335 85 Peak Hour Factor 0 . 95 0 . 95 0 . 95 0 . 95 Heavy Vehicles , % 2 2 2 2 Mvmt Flow 0 89 353 89 Number of Lanes 0 1 1 1 Approach SB Opposing Approach NB Opposing Lanes 3 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 2 HCM Control Delay 20 . 9 HCM LOS C Lane Prairie Community Church 3 / 20 /2015 Synchro 9 Light Report Delich Associates It pm all - way stop . syn S ' O Lanes and Geometrics Long Total PM 3 : Sable & Birch All - way Stop , -D. %fit c 4- 44-... 44\ t fi \fr 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ili to ii to ivi + r ii � r Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0 % 0 % 0 % 0 % Storage Length ( ft ) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 933 0 . 914 0 . 850 0 . 850 Fit Protected 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( prot) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( perm ) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft) 433 495 305 377 Travel Time ( s ) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates It pm all -way stop . syn 5f HCM 2010 TWSC Long Total AM 3 : Sable & Birch Two - way Stop Intersection Int Delay , s /veh 7 . 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol , veh / h 75 40 75 100 55 75 25 330 80 30 165 30 Conflicting Peds , Mr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - 150 - 150 150 - 150 Veh in Median Storage , # - 0 - - 0 - - 0 - - 0 - Grade , % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 79 42 79 105 58 79 26 347 84 32 174 32 Major/ Minor Minor2 Minor1 Major1 Major2 Conflicting Flow Ail 705 637 174 697 637 347 174 0 0 347 0 0 Stage 1 237 237 - 400 400 - - - - - - - Stage 2 468 400 - 297 237 - - - - - - - Critical Hdwy 7 . 12 6 . 52 6 . 22 7 . 12 6 . 52 6 . 22 4 . 12 - - 4 . 12 - - Critical Hdwy Stg 1 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - Critical Hdwy Stg 2 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - - Follow - up Hdwy 3 . 518 4 . 018 3 . 318 3 . 518 4 . 018 3 . 318 2 . 218 - - 2 . 218 - - Pot Cap - 1 Maneuver 351 395 869 356 395 696 1403 - - 1212 - - Stage 1 766 709 - 626 602 - - - - - - - Stage 2 575 602 - 712 709 - - - - - - - Platoon blocked , % - - - - Mov Cap - 1 Maneuver 265 377 869 286 377 696 1403 - - 1212 - - Mov Cap- 2 Maneuver 265 377 - 286 377 - - - - - - - Stage 1 752 690 - 614 591 - - - - - - - Stage 2 451 591 - 592 690 - - - - - - - Approach EB WB NB SB HCM Control Delay , s 17 . 1 19 0 . 4 1 . 1 HCM LOS C C Minor Lane/ Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 WBLn2 SBL SBT SBR Capacity (veh / h ) 1403 - - 265 598 286 513 1212 - - HCM Lane V/ C Ratio 0 . 019 - - 0 . 298 0 . 202 0 . 368 0 . 267 0 . 026 - - HCM Control Delay ( s ) 7 . 6 - - 24 . 2 12 . 5 24 . 7 14 . 6 8 . 1 - - HCM Lane LOS A - - C BC B A - - HCM 95th % tile Q ( veh ) 0 . 1 - - 1 . 2 0 . 8 1 . 6 1 . 1 0 . 1 - - Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates It am two -way stop . syn 0.-- z Lanes and Geometries Long Total - AM 3 : Sable & Birch Two - way Stop ede .1, Ns, tese 4— 4%. 4\ t P \4* 71 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ili st. 111 i li t r li it r Ideal Flow ( vphp1 ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % 0 % Storage Length ( ft) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 , 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 902 0 . 914 0 . 850 0 . 850 Flt Protected 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( prot) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 , 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( perm ) 1770 1680 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft ) 433 495 305 377 Travel Time ( s) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates It am two -way stop . syn HCM 2010 TWSC Long Total PM 3 : Sable & Birch Two - way Stop Intersection Int Delay , s /veh 8 . 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol , veh / h 65 55 45 50 45 60 80 250 95 85 335 85 Conflicting Peds , #/ hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 M. - 150 - 150 150 - 150 Veh in Median Storage , # - 0 - - 0 - - 0 - - 0 - Grade , % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles , % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 68 58 47 53 47 63 84 263 100 89 353 89 Major/ Minor Minor2 Minor1 Majorl Major2 Conflicting Flow All 1019 964 353 1016 964 263 353 0 0 263 0 0 Stage 532 532 - 432 432 - - - - - - - Stage 2 487 432 - 584 532 - - - - - - Critical Hdwy 7 . 12 6 . 52 6 . 22 7 . 12 6 . 52 6 . 22 4 . 12 - - 4 . 12 - - Critical Hdwy Stg 1 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - - Critical Hdwy Stg 2 6 . 12 5 . 52 - 6 . 12 5 . 52 - - - - - - Follow- up Hdwy 3 . 518 4 . 018 3 . 318 3 . 518 4 . 018 3 . 318 2 . 218 - - 2 . 218 - - Pot Cap - 1 Maneuver 215 255 691 216 255 776 1206 - - 1301 - - Stage 1 531 526 - 602 582 - - - - - - - Stage 2 562 582 - 498 526 - - - - - - Platoon blocked , % - - - Mov Cap - 1 Maneuver 149 221 691 145 221 776 1206 - - 1301 - - Mov Cap - 2 Maneuver 149 221 - 145 221 - - - - - - Stage 1 494 490 - 560 541 - - - - - - Stage 2 438 541 - 381 490 - - - - - - - Approach EB WB NB SB HCM Control Delay , s 32 . 2 26 . 6 1 . 5 1 . 3 HCM LOS D D Minor Lane / Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity ( veh / h ) 1206 - - 149 318 145 374 1301 - - HCM Lane V/ C Ratio 0 . 07 - - 0 . 459 0 . 331 0 . 363 0 . 296 0 . 069 - - HCM Control Delay ( s ) 8 . 2 - - 48 . 2 21 . 8 43 . 3 18 . 6 8 - - HCM Lane LOS A - - E C E C A - - HCM 95th % tile Q ( veh ) 0 . 2 - - 2 . 1 1 . 4 1 . 5 1 . 2 0 . 2 - - Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates It pm two -way stop . syn 6 - Lanes and Geometrics Long Total PM 3 : Sable & Birch Two - way Stop f —0" Nir tee 4Il kb" 4\ t /arP \* IT I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ii T. /I I ) it r '1 it r Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft ) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0 % 0 % 0 % 0 % Storage Length ( ft ) 100 0 100 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length ( ft) 25 25 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 933 0 . 914 0 . 850 0 . 850 Flt Protected 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( prot) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0 . 950 0 . 950 0 . 950 0 . 950 Satd . Flow ( perm ) 1770 1738 0 1770 1703 0 1770 1863 1583 1770 1863 1583 Link Speed ( mph ) 30 30 30 30 Link Distance ( ft ) 433 495 305 377 Travel Time ( s) 9 . 8 11 . 3 6 . 9 8 . 6 Intersection Summary Area Type : Other Prairie Community Church 3/20 /2015 Synchro 9 Light Report Delich Associates It pm two -way stop . syn .. . . . � t HCM 2010 TWSC Long Total AM 6 : Birch & Site Access Two - way stop Intersection I nt Delay , slveh 0 . 2 Movement EBL EBR NBL NBT SBT SBR Vol , veh / h 5 5 5 430 335 5 Conflicting Peds , #/ hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None - None - None Storage Length 0 - 0 - - - Veh in Median Storage , # 0 - 0 0 - Grade , % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles , % 2 2 2 2 2 2 Mvmt Flow 5 5 5 453 353 5 Major/ Minor Minor2 Majorl Major2 Conflicting Flow All 818 355 358 0 - 0 Stage 1 355 - - - - Stage 2 463 - - - - - Critical Hdwy 6 . 42 6 . 22 4 . 12 - Critical Hdwy Stg 1 5 . 42 - - - - Critical Hdwy Stg 2 5 . 42 - - - - Follow - up Hdwy 3 . 518 3 . 318 2 . 218 - Pot Cap - 1 Maneuver 346 689 1201 - - - Stage 1 710 - - - - Stage 2 634 - - Platoon blocked , % - Mov Cap - 1 Maneuver 345 689 1201 - Mov Cap - 2 Maneuver 345 - - Stage 1 710 Stage 2 631 r proach EB NB SB M Control Delay , s 13M LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity ( veh / h ) 1201 - 460 - - HCM Lane V / C Ratio 0 . 004 - 0 . 023 - - HCM Control Delay ( s ) 8 - 13 - - HCM Lane LOS A - B - - HCM 95th % tile Q ( veh ) 0 - 0 . 1 - - Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates It am two - way stop . syn Lanes and Geometrics Long Total AM 6 : Birch & Site Access Two - way stop Nt 4\ t .41 i Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 'Y' t Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 Grade ( %) 0 % 0 % 0 % Storage Length ( ft) 0 0 0 0 Storage Lanes 1 0 1 0 Taper Length ( ft) 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Ped Bike Factor Frt 0 . 932 0 . 998 Flt Protected 0 . 976 0 . 950 Satd . Flow ( prot) 1694 0 1770 1863 1859 0 Flt Permitted 0 . 976 0 . 950 Satd . Flow ( perm ) 1694 0 1770 1863 1859 0 Link Speed ( mph ) 30 30 30 Link Distance (ft ) 229 413 305 Travel Time ( s ) 5 . 2 9 . 4 6 . 9 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates It am two - way stop . syn g 7 HCM 2010 TWSC Long Total PM 6 : Birch & Site Access Two - way Stop Intersection Int Delay , s /veh 0 . 2 Movement EBL EBR NBL NBT SBT SBR Vol , veh / h 5 5 5 420 425 5 Conflicting Peds , #/ hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 - - - Veh in Median Storage , # 0 - - 0 0 - Grade , % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles , % 2 2 2 2 2 2 Mvmt Flow 5 5 5 442 447 5 Major / Minor Minor2 Majorl Major2 Conflicting Flow All 903 450 453 0 - 0 Stage 1 450 - - - - - Stage 2 453 - - Critical Hdwy 6 . 42 6 . 22 4 . 12 - Critical Hcwy Stg 1 5 , 42 - - - - Critical Hdwy Stg 2 5 . 42 - - - - - Follow- up Hdwy 3 . 518 3 . 318 2 . 218 - - - Pot Cap - 1 Maneuver 308 609 1108 - Stage 1 642 - - - - Stage 2 640 - - - - Platoon blocked , % - - - Mov Cap- 1 Maneuver 307 609 1108 - Mov Cap - 2 Maneuver 307 - - - - - Stage 1 642 - - - - Stage 2 637 - - - - Approach EB NB SB HCM Control Delay , s 14 . 1 0 . 1 0 HCM LOS B Minor Lane/ Major Mvmt NBL NBT EBLn1 SBT SBR Capacity ( veh/ h ) 1108 - 408 - - HCM Lane V/ C Ratio 0 . 005 - 0 . 026 - - HCM Control Delay ( s ) 8 . 3 - 14 . 1 - - HCM Lane LOS A - B - - HCM 95th % tile Q (veh ) 0 - 0 . 1 - - Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates It pm two - way stop , syn Lanes and Geometrics Long Total PM 6 : Birch & Site Access Two - way stop f 4\ t ir Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Y 41 of to Ideal Flow ( vphpl ) 1900 1900 1900 1900 1900 1900 Lane Width ( ft ) 12 12 12 12 12 12 Grade ( % ) 0 % 0 % 0 % Storage Length ( ft ) 0 0 100 0 Storage Lanes 1 0 1 0 Taper Length ( ft ) 25 25 Lane Util . Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 , 00 Ped Bike Factor Frt 0 . 932 0 . 999 Flt Protected 0 . 976 0 . 950 Satd . Flow ( prot) 1694 0 1770 1863 1861 0 Flt Permitted 0 . 976 0 . 950 Satd . Flow ( perm ) 1694 0 1770 1863 1861 0 Link Speed ( mph ) 30 30 30 Link Distance ( ft ) 229 413 305 Travel Time ( s ) 5 . 2 9 . 4 6 . 9 Intersection Summary Area Type : Other Prairie Community Church 3/ 20 /2015 Synchro 9 Light Report Delich Associates It pm two - way stop . syn 5— 9 C01111g11 CHICK PIRt5T0flt ' COLORADO i a i i May 5 , 2015 To Whom It IViay Concern : • Attached , please rind the Prairie Community Church Constitution along with a copy of minutes from a recent board meeting which shove that I am Chairman of the Board of elders . These documents give me the authority to sign on behalf of Prairie Community Church on all matters : Correspondence from Weld County should be directed to the following parties : Kleven Bingham : bkleven@gmail . com Cathy McIntosh : cats y maidece - org Michael !McIntosh : mtmointosh33@g . ail :cpin Should you need additions information , please contact me at 3039, 912 - 6398 . Best regards/ .. . ,. - .:. . . ( r . � o -, . . . ,- .�w� a7 cow . a n F OSSt° Michael Y . McIntosh Chairman of the Board of Elders Prairie Community Church • Worship Services Sunday 010 : 30 am Coal Ridge Middle School 6201 Booth Drive , Firestone , Co 80504 Offices located at ` The Farm ' , 9993 Weld County Road 11 , Firestone , Colorado 80504 303 - 651 - 1640 www. prairiecc . or ; PRAIRIE COMMUNITY CHURCH Constitution ( Devised 8 /11 ) Article I Name and Affiliation The corporate name of the church is Prairie Ridge Community Church ( the " Church " ) , also known as Prairie Community Church . The Church is a member of the Southwestern Association of North American Baptists General Conference , Inc . Article II Purpose Prairie Community Church exists to glorify God by worshipping Him , equipping disciples of Jesus Christ and witnessing in and to the world . Article III Statement of Faith A . The Bible . We believe the Bible , the sixty - six books of the Old and New ' Testaments , is God ' s infallible Word written by authors who were uniquely and fully inspired by God Himself The Bible is inerrant in the original manuscripts and reflects the backgrounds , styles , and vocabularies of the human authors . It is the supreme and final authority in all matters of faith , conduct , and doctrine . There are no other similarly inspired writings . B . God . We believe there is one true God eternally existing in three Persons — Father , Son , and Holy Spirit - each of whom possess equally all the attributes of Deity . God created the world , and all that is in it , out of nothing and by His powerful Word through which He continues to sustain His creation . By His providence , He operates throughout history to fulfill His redemptive purposes . C . Jesus Christ . We believe Jesus Christ is God , Co - Creator with God the Father , the Son of God , who became flesh through His miraculous conception by the Holy Spirit and birth through the Virgin Mary . He was both fully God and fully man . He lived a life of perfect obedience to the Father and voluntarily sacrificed Himself for the sins of all people by dying on the cross , as their substitute . In doing this , He satisfied God ' s justice and provided salvation for all who believe in and receive Him solely as their Lord and Savior . After three days in the grave , He arose from the dead in the same body and forty days later ascended to heaven where He is now seated at the right hand of God and continually intercedes for His people . One day He will return to earth , personally and visibly , to consummate history and the eternal plan of God . D . The holy Spirit . We believe the Holy Spirit is actively working in the world to reveal and glorify Christ as He applies the saving work of Christ to people through : Enlightening the minds of sinners to the Truth ; Awakening in them a recognition of their need fora Savior ; and drawing them to Christ . At the moment of conversion , the Holy Spirit indwells the believer and the person is baptized into the body of Christ . The Holy Spirit guides the believer into a life of holiness and obedience . He is a source of encouragement , strength , wisdom , and conviction . He helps believers understand and apply the Bible . He imparts unique gifts to each believer to be used to glorify God and edify the church as they build up other believers . He transforms believers into the image of Christ such that they bear fruit to the glory of God and the increase of His Kingdom . E . Mankind . We believe God created man and woman in His own image to be in relationship with Him , and to be stewards over His creation . They sinned by disobeying God , were judged and punished by physical and spiritual death , and alienated from their Creator . Asa result , all mankind is under Divine condemnation and the nature of all people is con • upted . Every person is in need of regeneration and Revised 08 / 11 renewal . No one is worthy to approach God or be reconciled to Him on their own merit . Only through the blood of Jesus Christ can men and women be reconciled to God . F . Salvation . We believe God ' s desire is that all people repent and enter a loving relationship with Him through His Son , Jesus Christ . The salvation of people is wholly a work of God ' s free grace and is not the result in anyway of human work , goodness , or religious ceremony ( such as baptism ) . When an individual personally comes to repentance and faith in Christ alone for his salvation , God imputes Christ ' s righteousness to him , he is justified in His sight , and the Christian then bears fruit in accordance with salvation . Such a person is a Christian and cannot lose his salvation once it has been received . G . The Church . We believe there is one true Church comprised of all those who acknowledge and serve Jesus Christ as their Savior and Lord . The Church is under the leadership of Christ . A " local church " ( such as Prairie Community Church ) is a community of Christians who gather together regularly for prayer , worship , edification through the Word of God , fellowship with encouragement and support for each other , and participation in the ordinances . Each local church is a part of The Church , the extension of God ' s kingdom on the earth , and as such , is responsible to faithfully fulfill His kingdom purposes in the world . Under the protective care of Elders and other leaders , a church is to work !". together in love and unity , intent on the ultimate purpose of honoring and glorifying God Ha Ordinances of the Church . We believe the ordinances of the church are baptism by immersion and communion . Baptism is a public affirmation of the believer ' s new life in Christ , symbolizing the death and resurrection of Christ as well as the believer ' s death to the old life of slavery to sin and rising to a new life of slavery to righteousness and freedom in Christ . We practice baptism by immersion - - the dipping of a person completely under the water in accordance with the Scriptures . Communion is a celebration through which Christians , those who have accepted Christ as their Lord and Savior , remember the sacrifice of Christ on the cross for their salvation . All Christians should enthusiastically embrace and participate in these ordinances , according to the Lord ' s command . Human Destiny and Future Events . We believe death seals the eternal destiny of each person . At physical death , the Christian enters immediately into eternal , conscious fellowship with the Lord and awaits the physical resurrection of his body to everlasting glory in heaven , blessing , and rewards for good things done in this life . At physical death , the unrepentant sinner enters immediately into eternal , conscious separation from the Lord and awaits the resurrection of his body to everlasting judgment and condemnation in Hell . J . Angels . We believe angels are spiritual beings created by God who inhabit the unseen spirit - world . They are ministering spirits sent by God to serve Christians , carry out God ' s plans as He directs them and bring glory to God . We believe in the reality of Satan , an angel who rebelled and chose to be an enemy of God and mankind . Other angels have similarly sinned and directly rebelled against God . These fallen angels are known as Satan ' s demons . Although powerful in this age , Satan and his demons have been conquered through the sacrificial death and resurrection of Christ and are doomed to eternal punishment in Hell . K . Marriage . ( Taken from the North American Baptist Conference ' s " A Christian Affirmation of Marriage " ) " We believe : That God ' s intention for marriage is established throughout the Scriptures of the Old and New Testaments ; That God ordained marriage as a voluntary union for life of one man and one woman ; That sexual intimacy is legitimate only within the bounds of marriage ; That marriage is more than a contract between two persons : It is a covenant before God ; That in Christian marriages , the church acts as an agent of God ' s blessing , as a primary witness and as a supportive community ; That a healthy marriage is the best foundation for families and the raising of children . " Revised 08 / 11 I 1 1 pi i 4- it 1 t Article 1V mz Members i A . Members . r 4 1 . Eligibility . Any person 16 years or older who professes Jesus Christ as their Lord and Savior , has openly demonstrated that commitment through baptism , and who agrees with our Statement of Faith is I eligible for membership at Prairie Community Church . 2 . Member Matters . Members are responsible for the following matters : a . Elders . Affirming the nomination of candidates for Eldership . b . Calling of Pastors . Approving the call of any Pastor . e . Removal of the Senior Pastor . If requested by the Senior Pastor , the Members will review and may repeal the Elder ' s decision to remove the Senior Pastor . d . Annual Budget . Approval of the annual budget . e . Real Property . Approval of any transaction involving the purchase or sale of any real property , or any loan that results in a mortgage , lien , or encumbrance against any real . property owned by the Church . f. Amendments . Approval of amendments to this Constitution , or to the Articles of Incorporation . g . Other Matters . Approval of any other matter delegated to the Members by the Elders . Unless stated otherwise in this Constitution , all Member matters are approved upon the affirmative vote of a majority of the Active Members who vote at any properly called membership meeting . Voting by proxy and cumulative voting are not permitted , while voting by secret ballot is an acceptable practice . 3 . inactive Members . Any Active Member who does not attend the worship services of the Church fora continuous period of six months as determined by the records of the church - becomes an Inactive Member . Inactive Members are not eligible to vote on membership matters or hold any elective office . Inactive Members shall become Active Members again by providing written notice of their intent to do so . However , such Member shall not be eligible to vote on membership matters until 45 days of continuous attendance has passed after providing written notification . 4 . Removal of Church Membership . Membership may be revoked by the Elders as follows : a . Transfer . Member requests removal due to transfer of membership to another church b . inactivity . Being an inactive Member fora period of 6 months or more . c . Failure to Meet Eligibility Requirements . d . Church Discipline . Engaging in unrepentant sinful conduct . In doing so , the Elders shall employ the principles of church discipline outlined in Matthew 18 : 15 - 18 and Gal . 6 : 1 - 2 , keeping in mind that the process is to be administered in love with the goal of restoration . Revised 08 / 11 > I 1 1 1 B . Meetings . • i: 1 . Business Meeting . Business meetings or special meetings may be called at the discretion of the 1 Elders for any church business . A business meeting must be held in the quarter prior to the close of the fiscal year at a time and place set by the Elders . At this required meeting , members may approve the iannual budget , affirm the nomination of Elder candidates , and consider other matters brought to the meeting . i 2 . Notice . The time , date and place of any Business or Special Meeting shall be announced during all celebration services for at least two consecutive Sunday ' s with the first announcement being made at es least ten days before the scheduled meeting . Alternatively , notice may be made by mail to each Member at the address shown in the records of the church at least thirty ( 30 ) days before the meeting . 1 a 3 . Ad Hoe Meetings . The Elders will not meet to make official decisions regarding church business I ( except issues concerning benevolence and shepherding ) outside of scheduled board meetings . t 1 4 . Quorum . A quorum exists if there are Active Members in attendance at the start of the meeting • equal to at least 10 % of active Membership on the Membership Roll . Article 'V 1 Elders I E Z .' t 1 A . Duties . The Elders are responsible for general oversight of the Church . With the Senior Pastor the .. Elders establish policies to carry out their duties . They are the formal leadership body for the church and are authorized to approve all corporate powers and undertakings not reserved to the Members . They are specifically responsible for the following : • 1 . Membership . Approving membership , supervision of maintenance of the Membership Roll , and revocation of membership . 2 . Elders . Appointment of Elders from the pool of Elder Candidates affirmed by the Members . The Elders are responsible for identifying and reporting to the Members individuals qualified to serve as Elders . Circumstances permitting , all Elders agree to a minimum commitment of 3 years . There is no limit to the length of time that an Elder may serve . 3 . Financial Matters . Overseeing the financial operations of the church , periodically reporting to the Members the financial status of the church , and recommending an annual budget to the Members for approval . Expenditures to exceed $ 3000 must be approved by the Elder Board prior to purchasing . Expenditures to exceed $ 10 , 000 must be approved by the Membership prior to purchasing unless the i _ Membership has previously approved a set level of expenses fora project , and the said expenditure fits within that budget structure and the purpose for which the approval by the Membership was made . 4 . Staff. for implementing the process used to select the Senior Pastor , for approving and recommending to the Members Associate Pastors , and approving the hiring of other staff. 5 . Ministries . Establishing the process through which ministries of the Church are approved . 6 . In discharging their duties , the Elders may delegate any matter to the Members . B . Number of Elders . At all times there will be at least five Eiders and not more than eleven . In accordance with this requirement for five Elders , in the event the number of Elders shall become less than five due to death , resignation , or removal occurring during the year , a special meeting will be called by the remaining Elders and / or Membership to fill the vacant positions as soon as possible , but no longer than 2 months , from the current Elder pool . The Senior Pastor must serve as an Elder of the Church . Revised 08 / 1 1 C . Eligibility . 1 . Membership . An Elder must be an Active Member of the Church , 25 years of age or older , at the time their nomination is affirmed by the Members . 2 . Spiritual Leadership . Each Elder shall meet the requirements for leadership as described by the Scriptures in 1 Timothy 3 and Titus 1 . D . Calling . People are called by God to serve as Elders of the Church . The following process is used to affirm that calling . 1 . Report of Candidates . The Elders will report to the Members those qualified individuals approved by the Elders who have agreed to become Elder candidates . The Elders shall also identify for the Members the number of Elder positions open . 2 . Affirmation of Elder Candidates . The Members shall consider the individuals recommended for affirmation as a candidate at a business meeting . All candidates receiving membership approval shall form the pool from which the Elders will be appointed . 3 . Appointment of Elders . At their discretion , the Elders may appoint , from the pool of candidates approved by the Members , the individuals who will fill the Elder positions available . Upon appointment , new Elders will meet with existing Elders to facilitate training and transition . E . Meetings . The Elders determine their schedule for regular meetings . Once a schedule for regular meetings has been adopted , no notice needs to be given for such meetings . The Chair of the Elders or the Senior Pastor may calla special meeting by giving at least five days advance notice Elders may consent to meeting without 5 days notice if all Elders consent . A Quorum for Elders ' meetings is a majority of the Elders holding office as of the date of the meeting . Unless otherwise stated , decisions by the Elders require approval by 2 / 3 of the Elders attending the meeting . Electronic correspondence follows the protocol above . F . Removal . if the Elder ceases to be an Active Member , the Elder ceases to be an Elder . The Elders may remove any individual Elder for failing to fulfill their duties as an Elder , for unrepentant sinful conduct , or for any other reason that makes removal in the best interest of the Church . G . Vacancy . Refer to Article V Section B Article VI Officers A . Officers . The Officers are the Chair of the Elders , the Secretary , and the Treasurer . Additional Officers may be appointed by the Elders . Officers must be Active Members of the church , serve a term of one year , and may serve consecutive terms . Any individual can hold more than one officer position except the Chair of the Elders . In the absence of the Chair of the Elders , the Senior Pastor will conduct meetings . 1 . Chair of the Elders . The Elders elect from among; themselves the Chair of the Eiders / President who is responsible for running the Elder and Member meetings and for reporting actions of the Elders to the Members . 2 . Secretary . The Secretary , who may or may not be an Elder , is selected by the Eiders , is responsible for the minutes of all Elder and Member meetings , and may work in conjunction with the Administrative Assistant to maintain the official records of the church . Revised 08 / 11 17 i i 1 1 3 . Treasurer . The Treasurer , who may or may not be an Elder, is selected by the Elders and is 21 responsible for maintaining " Agreed Upon Procedures " , overseeing all disbursements , for keeping an I accurate account of all money received and expended , and to provide financial reports at Member meetings and to the Elders as they request . i 1 A rtic ie VI I Staff' . . A . Senior Pastor . The Senior Pastor is responsible for the overall spiritual leadership of the church , its 1 t services , programs and the day -to - day operation of its ministries . The Senior Pastor , at his discretion , may act as a member of all other ministries / committees of the Church . 1 . Calling . The Elders establish the process for selecting a Senior Pastor candidate and for recommending that candidate to the Members . That process shall include an opportunity for the Members to meet and interact with the candidates . If approved by the Members , the candidate shall be offered the position of Senior Pastor . Employment details are determined by the Elders . 3 I .:,[1:: 2 . tit emoval . Upon a 3/4vote the Elders may remove the Senior Pastor for failing to fulfill the Senior Pastor duties and /or for unrepentant sinful conduct . The Senior Pastor may also be removed if all the Elders , excluding the Senior Pastor, determine that removal is in the best interests of the Church . a . The Elders shall calla special meeting . of the Members to review the Elder ' s decision , if the Senior Pastor makes a written request , for said review , to the Chairman of the Elders within five ' days of notification of termination . 1 . . . . . b . If called , the special meeting of the Members will be held within fifteen ( 15 ) days after the - date the Senior Pastor requests such review . c . If a quorum is not present at the special meeting of the Members , the Elders ' decision to remove the Senior Pastor is final . Ni d . If a quorum is present at the special meeting of the Members , the Senior Pastor shall be given the opportunity to address the Members and the . Elders shall fully explain the basis for their decision . e . During the review process , the Pastor is relieved of his pastoral duties , with pay . E If the Members vote by 2 / 3 ( excluding the Elders ) , to reverse the Elders ' decision for removal , the original decision of the Elders shall be rescinded and the Senior Pastor shall resume pastoral duties immediately . If the Members do not vote to reverse the Elders ' decision , such decision is then final . 3 . Resignation . The Senior Pastor may resign at any time by giving at least three months prior written notice . The Elders may reduce the notice period . 4 . Vacancy . Upon a vacancy , the Elders shall appoint an Interim Senior Pastor . If the Interim Senior Pastor is not an Elder , he shall serve as a non - voting member of the Elders while serving as the Interim Senior Pastor . The Interim Senior Pastor shall continue to serve until replaced by the Elders with another person to serve as Interim Senior Pastor or until a new Senior Pastor is called . B . Associate Pastors . The Senior Pastor and Elders are responsible for the staffing needs of the Church . The Church shall have as many Associate Pastors as the Senior Pastor and Elders determine are necessary . Associate Pastors fulfill the duties assigned to them by the Senior Pastor and Elders , The process used for hiring , supervising , and removal shall be determined by the Senior Pastor and Elders subject to the following : Revised 08 / 11 The Senior Pastor and Elders are responsible for hiring an Associate Pastor . Associate Pastors are hired by a % vote of the Elders . 2 . The Senior Pastor and Elders are responsible for dismissal of any Associate Pastor by % Elder vote . C . Other Staff. The Church shall have other staff as determined necessary by the Senior Pastor and Elders . Such staff shall fulfill the duties assigned to them by the Senior Pastor and Elders . The process used for hiring , supervising , and removal shall be determined by the Senior Pastor and Elders . Article VIII Ministries A . Approval Required . All ministries of the Church shall be approved by the Elders . No person may use the resources of the Church for non - ministry purposes unless approved by the Elders . B . Leadership . Leaders of ministries must be members of the church . The Elders may establish other eligibility requirements for various ministry leaders ; and the Elders may remove any ministry leader from their leadership position at any time . • Article 1X Property A . Property . The Church has the power to buy , own , and sell property in its corporate name . B . Conveyance of Property . Conveyance or encumbrance of any real property of the Church may be made if approved by the Members . Instruments of conveyance or encumbrance shall be executed by the Chair of the Elders and the Secretary . C . Rights to Property . All real or personal property owned by the Church shall be the property of the corporation and no individual or group of individuals shall have a right to such property . In the event the Church ceases to function , or should the corporation be dissolved and liquidated without a successor , the right , title , and interest of the property of the Church shall accrue to the benefit of, and be vested in , the Southwestern Association of North American Baptists General Conference , Inc . or its successor organization ; provided , however , that the Southwestern Association of North American Baptists Conference , Inc . or its successor organization shall , at the time of designation , be exempt under Section 501 ( c ) ( 3 ) of the Internal Revenue Code of 1954 as amended or under such successor provision of the Code as may then be in effect . In the event such organization is not so exempt , all of the property of the Church shall accrue to the benefit of such organization that is so exempt whose purpose is similar to that of the Southwestern Association of North American Baptists Conference , Inc . , or its successor organization , as determined by a majority of the Elders holding office at the time of such dissolution or , if there be none , then by any court of competent jurisdiction . Article X Amendments This Constitution may be amended from time to time so long as such amendments are approved at a Member meeting upon recommendation by the Elders with notice of the nature of such amendment being given to the Members at least thirty ( 30 ) days before such meeting . In providing such notice it is not necessary that the specific text of the amendment be made available so long as the general nature of the amendment is explained referencing the Articles of this Constitution that would be affected by such amendment . In order fora constitutional change to be ratified , a quorum of 25 % of membership must be present and participate in the vote . Ratification is accomplished by a % majority of the members voting . Revised 08 / 11 I i Prairie Community Church Elder Board Shepherding Minutes March General Session l ‘, Elders Present : Mike McIntosh ( Chairman ) , Brian Thompson , Jody Waldrop , Steve Scohy , and Matt McBurney Elders Absent : Ron Burley Guests : Ron Norman Discussion of Generosity Initiative with Ron Norman .: - Old Business : 1 ) Attendance and Offering Review 2 ) Approve Minutes from prior month meeting - - Jody motions to approve the minutes . Matt seconds . Motion carries . 3 ) Action Items from last meeting - - Missionary Care Team will provide Brandon Delgrosso with money towards a new computer and the donation of our old printer . i 4 ) Prayer and Devotion 5 ) Reminders - Schedule for Communion Message a . March 29 — Pastor Jody b . May 3 — Saint Matt McBurney 6 ) Other Issues of Concern — We need to establish an amount that we would need two signatures for . $ 5 , 000 is what we agree would need to have two signatures . Cathy will set: this up for us with the bank . 1 ) Next Shepherding Meeting : Tuesday , April 7 , 2015 2 ) Next Business Elder Meeting : Tuesday , March 17 , 2015 INPARK ENGINEERING CONSULTANTS Prairie Community Church Final Drainage Report 9993 Weld County Road 11 Firestone , CO 80504 FOR THE USR APPLICATION - WELD COUNTY September 2015 To • THINK TANK 1, ;� # t3 ��' F'ili-i k£ 2iF, G y HfE1 r _ u �S + sxi11' `;1.} f ? $ By Park Engineering Consultants 420 21 st Ave , Suite 101 Longmont , CO 80501 Engineer ' s Certification " I hereby certify that this report (plan) for the final drainage design of Prairie Community Church was prepared by me ( or under my direct supervision) in accordance with the provisions of Weld County Engineering and Construction Criteria for the owners thereof : . " Registered Professional Engineer State of Colorado No , 37162 Table of Contents � iable of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Section 1 - General Location and Description 2 1 . . 1 Pt of ect Descx iption and Location . , . , . . . , . 2 1 . 2 Description of P � � opezty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 2 - Drainage Basin and Sub - Basins 2 „ 1 Main Basin I3escY � � ptxon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 2 . 2 Sub - basin Descriptions . , , . , 3 Section3 - - Design CYite � � ia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 , . 1 Development Ct iter is Reference and Constraints 4 3 . 2 HydY � olog � c Cx � � te � � � a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hyd � � aulic C � 7teY � � a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 4 - Drainage Facility Design , , 5 4 . , 1 General Concept . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . , 2 Specific Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Section5 - Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section6 - Refe � � ences . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 1 Section 1 General Location and Description 11 Project Description and Location There will be a Prairie Ridge Community Church site to be located in the Northeast Quarter Section 14 , Township 2 North , Range 68 West of the 6th Primary Meridian , Weld County , State of Colorado . . More specifically the site is located at the Southeast corner of the intersection of Weld County Road (WCR) 11 and WCR 22 . . The site is bounded to the South and West by agricultural farmland or undeveloped /vacant land . The Town of Firestone has annexed the adjacent County Roads . A combination of . Town of Firestone developments and undeveloped land lie to the North and East of the property . See the Maps Section in the Appendix for the Vicinity Map . . 1 . 2 Description of Property The site consists of 4 . . 32 acres including some homes and various outbuildings „ There is small irrigation ditch maintained by the 25 - 4 Ditch Company , along the east and north edge of . the property , within the public road right of way , serving approximately 14 property owners „ The irrigation ditch is currently serving also as the roadside drainage ditch for the public roads . . Off ' the site , approximately 0 . . 5 miles to the West , is the regional drainage way of Godding Hollow which terminates as a natural sump area . The contractor shall coordinate the construction of the proposed HERCP conduits for access to the site with the irrigation company with regards to timing . The ground cover that exists on the Site is weeds and barren ground . . The soil type that is dominant on the site is Hydraulic Soil Group C (more clay than sand) per the geotechnical report that was completed for the site by EEC in December of 2013 . . The groundwater was encountered at depths of 18 - 19 ' on site , therefore , will not be much of ' a factor in design . . 2 Section 2 - Drainage Basin and Sub - Basins 2 „ 1 Main Basin Description As referenced in the previous section , this will be a part of the Godding Hollow Basin which is modeled by the Town of Firestone Engineer . . There does not appear to be any existing Weld County Master Drainage plans applicable to this site . . According to FEMA Flood Insurance Rate Map 080266 0861 C revised September 28 , 1982 , the entire site is within Zone C , areas of minimal flooding {no shading } , i . e . , there is no mapped FEMA floodplain on this site . . See the Maps Section in the Appendix for the FEMA Map . Proposed and existing contours are shown on the Grading Plan . 2 „ 2 Sub - basin Descriptions Historic runoff coefficients and historic runoff calculations are provided in the Appendix of this report Locally , the intersection of Weld County roads 11 & 22 is a high point for the area , and , therefore , road grades are sloping away from the intersection in all four directions . No significant offsite runoff impacts the site . . 3 Section 3 Design Criteria 3 „ 1 Development Criteria Reference and Constraints There ate no known drainage studies that exist for this area . . The site is very flat and we used minimal proposed slopes to gravity flow rainfall to the proposed pond to the west side of ' the site . 3 . 2 Hydrologic Criteria This report was prepared in compliance with the drainage criteria for Weld County per the WCECC and Urban Storm Drainage Criteria Manual ( see Section 6 for References ) The initial storm was based on the 5 - ,year storm frequency , the major storm was calculated for the 100yr frequency . the Rational Method was used in the calculations for the runoff flows . The runoff ' coefficients ( C ) , applied in the Rational Method , were weighted based on the historic and planned land use . The required detention pond volumes were determined using the Modified FAA method , . 3 . 3 Hydraulic Criteria The site will detain the storm runoff ' in a proposed detention and water quality pond and release flows at the 5 - year historic rate for the 100yr storm ( see calculations in the Appendix of the report ) . The 100yr storm event water surface elevation is 4905 „ 65 and 12 " of freeboard is provided in the pond above that . An outfall culvert will be constructed within an ° ff 'site easement to be acquired for the subject property , sizing calculations are within the Appendix An orifice plate will be constructed over the west face of the proposed sump pump vault in conjunction with the water quality elements required . Details of the design will be provided with the construction plans and associated final drainage report . Detention pond and outlet structures were sized by using the Modified FAA Method ( see Pond Calculations in Appendix ) Required drainage culverts for the roadside ditches were sized using the Manning ' s Equation in this report . A roughness coefficient ( n) of 0 . 013 will be used since the proposed pipes are RCP . . These pipes and the two force main pipes coming from the two pumps are shown in the Hydraulic Calculations Section of ' the Appendix of ' this report . The proposed water quality volume drain time is 40 hours . A plate with water quality perforations will be used as a water quality orifice for the pond . ( Please refer to the calculations provided in the Appendix in the back of this report . ) The permanent erosion control features are twofold . There is hype " L " riprap for the discharge points coming into the pond and for the spillway . They will both be installed to prevent erosion control in these rundown areas . . All remaining open areas will be landscaped with a minimum of dryland grass mix , The Church intends to irrigate the dry land grass mix until established . 4 Section 4 an Drainage Faculty Design 4 , , 1 General Concept The general concept of the Site will be in an east to west direction . . Runoff from the site will be directed by primary means of overland sheet flow and conveyance in proposed curb and gutter to the stotmwater detention pond on the west side and water quality facility as shown on the accompanying plans . , 4 „ 2 Specific Details Based upon this drainage study , no adverse impacts to on - site or off = site properties have been discovered as a result of this proposed project . According to WCECC , the detention pond is required to release the developed stormwater 100 - yr volume at a rate of the 5 - year historic flows from the site . Some small fringe areas of landscaping will runoff ' the site undetained . . The proposed basin analysis considered this areas insignificant and calculations where run as if the entire property drains to the detention pond ( conservative approach) , The detention pond volume is listed within the calculations shown in the Appendix . . The analysis is in compliance with Weld County runoff considerations and constraints . 18 " RCP Culvert pipes will be used for the new paved drive crossings with the 25 - 4 litigation ditch . . Cutrently , the ditch company has 18 " CMP culverts in place for this site and other private drive ct ossings . , HERCP is recommended for developed condition of this property . From the detention pond , storm drainage will be pumped to a 6 " force main ( and a second 6 " force main as water levels tise ) , and then to a rimy pad to convert the point discharge back to a spreadsheet flow condition . The discharge point is consistent with the overall historic drainage pattern for the immediate areas . . The design accommodates the preferences of both the easement grantor and the neighboring property owner due South of the Church site . . The hydrologic calculations in the Appendix show that the site generates 7 . , 3 cfs fot the 5yr storm and 20 . . 1 cfs for the 100yr storm „ The 100 ,year required storage volume is 21 , 688 cubic feet . The 100 ,year Water Surface Elevation is 4905 . 65 . . 1 foot of freeboard is provided on - site elevation 4906 „ 65 . The release rate for the 100 year storm is the 5 year historic runoff rate , 2 . , 7 cfs . Actual release rate from the pumps is 2 . . 2 cfs maximum . . The 5 ,year required storage volume is ' 7065 cubic feet , the 5 year Water Surface Elevation is 4904 „ 76 . . the required Water Quality Capture Volume ( WQCV ) is 0 . 088 AF ( 3 , 833 cubic feet) . . The WQCV drain time is 40 hours . . Maintenance access to the proposed drainage facilities will be provided via the adjacent parking lot . . Maintenance of the proposed facility will consists of regular & periodic inspection . . It is important to maintain the tips ap in the rundown areas and that the pumps are checked on regularly . An ownership and maintenance manual for the pumps is included in the Appendix of this report . Debris needs to be clear from the face of ' the screen and orifice plate every 6 months with a broom or shovel as needed to reestablish the bottom of the pan at invert elevation 4903 . . 20 . . 5 At this time , it does not appear to be applicable to provide copies of draft permit applications to CDPHE , CAF a , DRMS , or State Engineer ' s office with this drainage report , as the Church has not ,yet received approval of its USR application from Weld County . , Section 5 - Conclusions In conclusion , this drainage study finds that the proposed drainage system for Prairie Community Church is capable of detaining the developed 100yr runoff and release not more than the 5 Year historic flow rate for the site . The resulting drainage patterns will not adversely impact adjacent properties with the constructed improvements . . The developed site is capable of complying with all applicable stormwater quality requirements through a variety of options in addition to the presently favored option presented within this report . . As stated earlier , there does not appear to be applicable Weld County Master Drainage Plans for this area . . However , given that the Weld County standards are to detain the 100 yr storm runoff volume and then release it from the developed property at the 5 ,year historic runoff rate , the developed condition of the property provides an improvement to downstream stormwater conveyance elements as the peak flows are considerably reduced in the developed condition from the existing condition . . This drainage study has not found that any irrigation companies will be negatively affected by this proposed development . . The existing 25 - 4 Ditch Company will be contacted to coordinate the installation of the HERCP in the roadside ditches so that there can be access to the site . As stated earlier , this drainage study has followed all the criteria of Weld County and as supplemented by the Urban Drainage district . , A copy of the Drainage Plan and drainage calculations follow for your review 7 Section 6 References Weld Countyy . . Weld County Engineering and Construction Criteria . ( WCECC ) April 2012 United States Army Corps of Engineers ( USACE ) , 1994 .. Hydraulic Design of Flood Control Channels . EM 1110 - 2 - 1601 , Change 1 . . . June 30 . Urban Drainage and Flood Control District ( UDFCD ) . 2001 . Drainage Criteria Manual , Volume 1 . . 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I 1 I • CO N � 1 Hydrologic Calculations I J. i£ i ' i DRAINAGE CRITERIA MANUAL (V: 1) RUNOFF 4 0 Table RO-3---Recommended Percentage imperviousness-Values Ladd:tseov' Percentage. - °Surface:Ciaractedsflcs [mpervlousness 0.... • Business C©mrierciai::greas 95, .:-.. .. Netghho ood areas 85. S:x . . r gle=fa€hily. - - . .. ••.Mull-ur it.:(detached 60 _:M.441-.90.(:•(0#00104), 15. • :.Ha1f:;ao.1=eio :ar-:lacger .:Apartments° : .. . 80 : :. lndustnal ..... . Ugh °areas .y f ear areas: 9.a ?:arKa,.cetneteries . 4 :.-..:.:.i:: -: .Playgrounds .1-0. .: Sakes :$Q:.' 416 *.. Undeveped'Areas - . it _ `Hiistoricllow°anal sis ?: S reeri s agn u t rat ,O1 slte.flow°anal ts' 45 ilk i : WOO*:• •• rx.:r—..—wwwn _.4�� :. ... a ., ... .� ' � Eff TOO :Gravel (pa ced ` 407 Y+ 1. t nve:atiti vs alks :a-. Lawns; sandy soil (1: Sal . ..:Lawns; clayey X11..... ... :8 See Figures RO-3„through k0.5-for.peccerSt 9e: mpd Dames : I .!! a • •K. £ 13.' '3 - :1..:4:412" 4- 1:4,1351:- 0., 12) .far.{.-A .y..Q:. •othsrw se •C ti.:- 0 .1-RaB) (035S? = 0..786i1 -f 0:3741 4- 0::0.4) RO:-: iil .:. .. l : C$ :(cA. :+ C i)j2.. I I :.. ta RQ-•9 tzban oral ageAtui. d-Co t at e s i.-- F :: C factors & Impervious % 9/8/2015 Prairie Ridge Community Church HIS TORIC AREA (sf) C2 CS C10 C100 % IMPERV drive & walks a 1300 _ 0.73 0.75 0.77 0.83 90 roof 392O 0.89 0.90 0.92 0.96 100 GRAVEL 9583 0.28 0.35 0.42 0.58 4O ��,y� `� I11i Ili.. ,...i.._<.,.....i..,.,<...........<..iiiiig....<�. :::^,.....,............:l.:.;,..... . .Fi.,(kr4 LAWNS (CLAYEY) 173265 0.04 0.15 0.25 0.50 0 C2= 0 07 Total Site Area C5= 0..18 4 32 ac C10= 0 28 Site Impervious C100= 0.52 5% DEVELOPED AREA (sf) C2 C5 C10 C100 % IMPERV drive & walks 85654 0.73 0.75 0.77 0.83 90 roof 15246 0.89 0.90 0.92 0.96 100 rim ap 627 0.28 0.35 0.42 0.58 40 C' ,�e . : Y. < ' « .. . , <.« ' ID« � "L � ;, L:>" : :: . :: °Ya£LS°• 9�Y p« E::rs.�r e y'»................. ., ,....... . .,iiiillig i] }y mow{, . . '�RE• ",°.''j{.� ��."' .::.....^» .,^.�. �»e..^`":"S'e3e°.�`:'vre�y�i�;^....E�e°2.^,:: `� -'<'�'�`�4i��':�£`.� �i��K�.a..e•..e^�'Y,^.� ^:::e....e.a.,�,'<�;i,°F°°iw:L'E::L`::a9'�:.:""'.�LL.:e LLa :.:1w:�"."��"'..'F.":r�a:o..L...w.::T..^.. .. %`-"^w,«'s�:..re........... . . '.°.. .... LAWNS (CLAYEY) 86798 0.04 0.15 0.25 0.50 0 C2= 0 42 Total Site Area C5= 0.48 4.32 ac C10= 0 54 Site Impervious C100= 0.69 49% BASIN&DETENTION_3752 Puritan Way .. - it DRAINAGE CRITERIA MANUAL (V:: -1) RAIWFAL,L. oil . 4 .. .. r"Z '•;L yY . • ' ? 3 i3 1'r ,��... 3' ..r`; iv ? :�' iSi P. dB- aY a .-� .t *. R ai •W i fl a3 u PIP €3.e. :.g . t..t3 1..J': O..951 t 4..75 :::85' i _Cf4' 1 .04' 1 ;.35. 1 .0 .• — . . .. 1, • I. _ • • • fl • • "v mil t • • • • god tii ... i r r •., - .. 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N b- cZ < I � V i O m � � m z , : 0 ' �7a� _i � : ; O Hydraulic Calculations r :::.: : • I: 188 Concrete Pipe Design Manual 4r Calve s Figure 9 (flak;ege .:: <y : Y FLOW FOR HORIZONTAL ELLIPTICAL PIPE FLOWING FULL • ....5- ° • ' . . •( BASED ON MANNING'S NG'S EQUATION n=0.013 11 I 5000 i f I l 1 , •:.:.Gf l i S j i I i ' I Si/ a { ' ` 4000 - f - I i E g} � : 1 3000 -- ( l I i mill ,i .{' ! ' i Numbers in parentheses indicate I I t apprax. equivalent circular size . • . , .., , �.� :{ ' 2000 --�- { i . . 4$J % r ► / /�" Y1 •+ E 4- I -4 --1.- + .-------1---i- .. 0.44,,,,frop,0 . Aro. .. .'> C.; .. ! t ; . Orlik Allearirk ;Si A 4 i : 1000 -.._ M ... ::: I �►_a.. "►aril',00 sikrato,v„, 1°0311 800 t II 40 AtterinerieraRer Apr arkatir001 Sir pr 600 I _4.,__._._ � 4. #110.ordip � 00 50U � ;.. Agar i ��• At !f+iSte • •.. • t .1 : p - le i i W 200IlljfkikifitieStrAral ;, -iSSWW* 0444 ltt&1PNI1t1 { ,• }-. ION f� , A • *PS& ..dti ' I 26 . 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'' .02 ,.03 .04 05 •• 1 2 „3 ,4 6/ :.8 1 2 3 4 5 6 810 .y ' SLOPE OF PIPE IN FEET PER 100 FEET 6" discharge line from each pump Worksheet for Pressure Pipe Project Description Worksheet 3" discharge from r Flow Element Pressure Pipe Method Hazen-Williams Fo Solve For Pressure at 1 Input Data Pressure at : 0.00 psi Elevation at 901 00 ft Elevation at ,908 00 ft Length 142 00 ft C Coefficien 150 0 Diameter 6 0 in Discharge 1 .11 cfs Results Pressure at 1 4 00 psi Headloss 2 22 ft Energy Grade at 910 72 ft Energy Grade at 908 50 ft Hydraulic Grade 910.22 ft Hydraulic Grade 908 00 ft Flow Area 0.2 ft2 Wetted Perimetei 1 57 ft Velocity 5 65 Ws Velocity Head 0 50 ft Friction Slope 015663 ft/ft Project Engineer: Mr David Mayeda c:l. ..lhaestadlfmwtprairie ridge church.fm2 Mr. David Mayeda FlowMaster v7.0 [7 0005] 09/10/15 12:36:00 AM © Haestad Methods Inc 37 Brookside Road Waterbury CT 06708 USA +1-203-755-1666 Page 1 of 1 Detention Pond Calculations DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: Prairie Ridge Community Church Basin 1D: all (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) '^ (NOTE: for catchments larger than 90 acres,.CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FM Method Design Information (Input): Design Information (Input): Catchment Drainage Imperviousness ' I,= 49.00 percent Catchment Drainage Imperviousness 1,= 49.00 percent Catchment Drainage Area A= 4.320 acres Catchment Drainage Area A= 4 320 acres Predevelopment NRCS Soil Group Type= C A,B, C,or 0 Predevelopment NRCS Soil Group Type= C A, B.C, or D Return Period for Detention Control T= 5 years(2 5 10 25, 50 or 100) Return Period for Detention Control T= 100 years(2 5. 10 25 50 or 100) Time of Concentration of Watershed To= 15 minutes Time of Concentration of Watershed Tc 15 minutes Allowable Unit Release Rate et= 0.17 cfslacre Allowable Unit Release Rate q= 0.51 cfslacre One-hour Precipitation P1 = 1.35 inches One-hour Precipitation P1= 2.68 inches Design Rainfall IDF Formula i=C,'Pit{CeTJ*C3 Design Rainfall IDF Formula I=C,"P11(C2+T,;)"C3 Coefficient One CI = 28:50 Coefficient One C+= 28.50 Coefficient Two Cz= 10 Coefficient Two C2= 10 Coefficient Three C3= 0.789 Coefficient Three C3= 0.789 Determination of Average Outflow from the Basin(Calculated): Determination of Average Outflow from the Basin (Calculated): Runoff Coefficient C= 0.39 Runoff Coefficient C= 0.60 Inflow Peak Runoff Op-in= 5.20 cfs Inflow Peak Runoff Op-in= 15.87 cfs Allowable Peak Outflow Rate Qp-out=. 0,73 cfs Allowable Peak Outflow Rate Op-out=, 2.22 cfs Mod FAA Minor Storage Volume= 7,065 cubic feet Mod FAA Major Storage Volume= 21,688 cubic feet Mod.FAA Minor Storage Volume= 0.152 acre-ft Mod FAA Major Storage Volume= 0.498 acre-ft r5 <_Enter Rainfall Duration Incremental Increase Value Here(e.o. 5 for 5-Minutes) Rainfall Rainfall Inflow Adjustment Average Outflow Storage Rainfall Rainfall Inflow Adjustment Average Outflow Storage Duration Intensity Volume Factor Outflow Volume Volume Duration Intensity Volume Factor Outflow Volume Volume minutes inches 1 hr acre-feet "m" cfs acre-feet acre-feet minutes inches!hr acre-feet "m" cfs acre-feet acre-feet (input) (output) (output) _ - (output) (output) - (output) _.� (output) (input)-- »- (output) - - (output) (output) - (output) - (output) « (output) • 5 4.54 0.053 1.00 0.73 0.005 0.048 5 9.02 0.161 1.00 2.22 0.015 0.146 10 3.62 0.084 1 1.00 0.73 0.010 D.074 10 7.19 0.257 1.00 2.22 0.031 0.228 -. 15 3.04 _ 0.106 } 0.98 _ ---0.72 0.01$ 0.091 15 6.03 - _ 0.323 0.98 2.18 0.045 -�- 0.278 20 2.63 0-122 0.86 0.63 0.017 0.105 20 5.22 0.373 0.86 1.91 0.053 0.320 25 2.33 I 0.135 0.79 0.58 0.020 0,115 25 4.62 0.412 0.79 1.75 0.060 0.352 30 2.09 0.146 0.74 0.54 0.023 0.123 30 4.16 0.445 0.74 1.64 aces 0.378 35 1.91 0.155 0.71 0.52 0.025 0.130 35 I 3-79 0.474 0.71 1.57 0.076 0.398 40 1.76 0.163 0.88 0.50 0.028 0.136 40 149 0.498 0.68 1.51 0.083 0.415 45 1.63 0.170 0.66 C49 0.030 0.140 45 a23 0.520 0.66 1.47 0.091 0.429 50 1,52 0.177 0.65 0:47 0D33 1 0.144 50 3.02 0.539 0.65 1.43 0.0988 0.441 55 1.43 0.182 0.63 0.46 0.035 0.147 55 2.84 0.557 0,63 1.40 0.105 0.451 60 1.35 0.188 0.62 0.46 0.038 0.150 60 2.67 0.573 0-82 1.38 0.114 0A59 65 1.28 0.192 0.61 0.45 0.040 0.152 85 2,53 0.588 0.61 1-38 0.121 0:466 70 1.21 0.197 0.60 0.44 0.043 0.154 70 2.41 0.602 0.60 1.34 0.129 0473 hW� 75 1.16 0.201 0.60 0,44 0.945 0.156 75 2.29 0.614 0.60 1.32 0.137 µ 0.478 w---� _ - - _ _ _ - --- _ -- - _ --� ‘-- -._ - - - - - ---_. _ --- 80 1.10 0.205 0.59 0.43 0.048 i 0.157 B0 2.19 0.626 0.59 1.31 0.144 0A82 85 1.06 0.2_09 0-59 0.43 0.050_ 0.159 85 2.10 0.638 0.59 1.30 0.152 0.486 -,.-- - -- - -- ---� _ - -- -w 90 1.02 0.212 0.58 0.43 0.053 0159 90 2.02 - 0.849 0-58 1.29 0.159 0.489 95 - 0.98 0.218 ass 0.42 0.055--- 0.160 95 1.94 0.659 0.58 --_-1.28 0,167 0-492 100 0.94 0.219 0.57 ._.._,. 0A2 0.058 0.161 WW�100 1.87 0.68B 0.57 1.27 0.175 0.494 105 0.91 0722 C57 0.42 0.060 0.161 105 - 1.81 0.678 0.57 1.26 0.182 0.495 W W 110 0.88 0.225 0.57 0.42 0.063 I. 0.162 110 1/5 0.686 0-57 1.25 0.190 0A96 115 025 0.228 0.56 0.41 0.065 0.162 115 1-69 0.695 0.56 1.25 0.198 0.497 120 0.83 0.230 0.56 0.41 0.088 0.162 120 1.64 0.703 0.56 1.24 0.205 0.498 125 0.80 0.233 0.56 ( 0.41 0.071 0.162 125 1.59 0.711 0.56 1.24 0.213 0A98 130 0.78 0.235 0.56 0.41 0.073 0.162 130 1.55 0.718 0.56 1.23 0.221 0.498 135 0.76 0.238 I 0.55 0.41 0-076 0.162 135 1.51 0.726 0.55 g 1.23 0.228 0.497 140 0.74 ' 0.240 0.55 D.41 0.078 0.162 140 I 1.47 0.733 S 0.55 1 1.22 0.236 0-497 145 0.72 P 0.242 0.55 0.40 0.081 0.161 145 1.43 0.739 i 0.55 ) 1,22 0.243 0.496 150 0.70 0.244 0.55 0.40 0.083 0.161 150 1.39 0.748 0.55 1.22 0.251 0.495 155 0.68 0.246 0.55 0.40 0.086 0.161 155 1.36 0.752 0.55 I 1.21 I 0.259 0.494 r 180 0.67 0.248 ass 0.40 0.088 0.160 160 1.33 0.759 0.55 1.21 0.266 0.492 165 D.65 0.250 0.54 0.40 0.091 i 0.160 165 1.30 0.765 0.54 1.21 0.274 0.491 170 0.84 0.252 0.54 0.40 0.093 0.159 170 1.27 0.770 0.54 1.20 0.282 0.489 175 0.63 0.254 0.54 0.40 0.096 0.158 175 1.24 0.776 0.54 1.20 0.289 0.487 180 0.61 1 0.256 0.54 0.40 D.098 0.158 180 1.22 0.782 0.54 1.20 I 0.297 0.485 185 0.60 0.258 0.54 0.40 p 0.101 0.157 185 1.19 0.787 0.54 1.19 l 0.304 0.483 190 0.59 0.259 0.54 0.40 0.103 i 0.156 190 1.17 0.792 024 1.19 0.312 0.480 195 0.58 0.261 0.54 0.39 0.106 0.155 195 1.15 0.798 i 0.54 1.19 0.320 0.478 200 0.57 0.263 0-54 0.39 4 0.108 0.154 200 1.12 0.803 0.54 1.19 0.327 0.475 205 0.56 i 0.264 0.54 0.39 0.111 0.153 205 1.10 0.807 0.54 1.19 [ 0.335 0A72 210 0.55 I 0.268 023 0.39 0.114 0.152 210 1.08 0.812 023 1.18 I 0.343 0.470 215 0.54 0.268 0.53 I 0.39 0-116 0.151 215 1.06 0.817 0.53 1.18 0.350 0.467 220 0.53 0.269 '' 0.53 0.39 0.119 0-150 220 ! 1.05 0.822 1 0.53 1.18 0.358 0.484 225 0.52 0.271 023 0.39 t 0.121 ] 0.149 225 1.03 0:826 0.53 1,18 0.366 0.461 230 0.51 0.272 0.53 0.39 0.124 0.148 230 1.01 0.831 0.53 1.18 0.373 0457 235 0.50 0.273 0.53 0.39 0.126 D.147 235 1.00 0.835 0.53 1.18 ; 0.381 0.454 240 0.49 i 0.275 0.53 0.39 0.129 0.146 240 0.98 0.839 0.53 1.18 0.388 0.451 245 0.49 { 0.276 0.53 I 0.39 0.131 0.145 245 0.96 0843 I 0.53 a 1.17 0.396 0.447 250 0,48 0.278 0.53 0.39 0.134 0.144 250 I 0.95 0.848 fi 0.53 1.17 0.404 0.444 255 0.47 0.279 0.53 0,39 0.136 I 0.143 255 0.94 0.652 E 0.53 1.17 0.411 0.440 260 0.46 0-280 0.53 0.39 0.139 0.141 260 0.92 0.856 [ 0.53 1.17 0.419 0.437 265 0.46 0.281 0-53 0.39 0.141 0.140 265 0.91 0.860 I 0.53 1.17 i 0.427 0.433 270 0A5 1 0.283 0.53 0.39 0.144 0.139 270 0.90 0.863 0.53 1.17 0.434 0.429 275 0.44 k 0.284 z 0.53 0.39 0.146 0.138 275 0.88 0.867 i 0.53 1.17 0.442 0.425 280 0.44 0.285 , 0.53 0.39 0.149 i 0.136 280 0.87 0.671 023 t17 0.449 0.421 285 0.43 0.286 0.53 0.39 0.151 I 0.135 285 0.86 0.875 0.53 1.16 ; 0.457 0.418 290 0.43 0.288 023 0.39 0.154 [ 0.134 290 0.85 0.878 0.53 -Mesa i 0.465 0A14 295 0.42 I 0.289 0.52 0.39 0.157 0.132 295 0.84 0.882 0.52 1.16 0.472 0.409 300 0.42 0.290 0.52 0.38 0.159 0.131 f 300 0.83 0.885 I 0.52 1.16 0.480 0.405 305 0.41 1 0.291 0.52 0.38 0.162 1 0.129 305 i 0-82 0.889 . 0.52 1.16 0.488 0.401 Mod.FAA Minor Storage Volume(cubic ft.)= 7,065 Mod. FAA Major Storage Volume(cubic ft.)= 21,688 Mod.FAA Minor Storage Volume(acre-ft.)= 0.1622 Mod.FAA Major Storage Volume(acre-ft.)= 0.4979 UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2 34 Released November 2013 UD-17etention_+/2.34 Modified FAA 9/9/2015 3:29 AM ments less than 160 acres only. For larger catchments, use hydrograph routing method) test- for catchments larger than 90 acres, LUMP hydrograph and routing are recommended) s I '3 le Using Modified FM Method . I Determination of MAJOR Detention Volume Using Modified Method Design Information (input): 49.00 percent Catchment Drainage Imperviousness la = 49.00 percent 4.320 4 acres Catchment Drainage Area A = _ 4-320 acres C A B C, or D Predevelopment ARCS Soil Group Type = C A B C, or D 5 w years (2 5, 10.; 25 50 or 100) Return Period for Detention Control T =, 100 years (2 5 10 25 50 or 100) 15 minutes Time of Concentration of Watershed To = 15 minutes 0.17 cfs/acre Allowable Unit Release Rate q = 0.51 cis/acre 1.35 inches One-hour Precipitation P1 _ 2.68 inches Design Rainfall IDF Formula i = C1* Pi!(C2+TJAC3 28.50 Coefficient One C1 = 28.50 10 Coefficient Two C2 = 10 0.789 Coefficient Three C3 = 0.789 injCalculated): Determination of Average Outflow from the Basin (Calculated): 0.39 Runoff Coefficient C = 0.60 ww...55.20 cfs Inflow Peak Runoff Op-in =,_..........15.87--•-- cfs b3/4-001 &, - .r *Cal 0.73 cfs Allowable Peak Outflow Rate Qp-out = 2.22 ..--,- cfs r 7,065 cubic feet Mod.. FAA Major Storage Volume= 21,688 cubic feet (,*1cn\fNP‘ a it 44 km) 0.1 2 acre-ft 9 Mod., FAA Major Storage Volume = 0.498 acre ft /slue Here (e.g. 5 for 5-Minutes) Average Outflow Storage Rainfall Rainfall Inflow Adjustment Average Outflow Storage Outflow Volume Volume Duration Intensity Volume Factor Outflow Volume Volume cfs acre-feet acre-feet minutes inches / hr acre-feet "m" cfs acre-feet acre-feet (output) (output) (output) (input) (output) (output) (output) (putout) (output) (output) 0.73 0.005 0.048 5 9.02 0.161 1.00 2.22 0.015 0.146 0.73 0.010 M1r rrp 0.074 10 7.19 0.257 1.00 2.22 0.031 ww 0.226 \ 0.72 0.015 0.091 15 6.03 0.323 0.98 2.18 0.045 0.278 w..r.. . ..w....w,... �.._w...........r - ... 0.$3 0.017 0.105 20 5.22 l 0.373 0.86 1 91 0.053 0.320 w - .. 0.58 0.020 0.115 25 4.62 0.412 0.79 1.75 0.060 0.352 .......... ..r........w.......,.w, ..._w..w. ...... ..�....... __...w... ww._..�. .............., wrr....r..._..wwwww 0,54 0.023 0.123 30 4.16 0.445 0.74 1.64 0.068 0278 0.52 0.025 0.130 35 3.79 0.474 0.71 1.57 0.076 0.398 .•..,...--r--...n..W... w.,... .-......r.. -a--a-a _.._..r _..__. ww Wow w 0,50 0.028 0.136 40 3.49 0.498 0.68 1.51 0.083 0.415 ....w w........r.. ww ww.... . www.. ,,.. w �..... w..,..www...r...r.. 0.49 0.030 0.140 45 3.23 0.520 0.66 1.47 0.091 0.429 ..wn. w.wwwww M .wMwM w w.w.. • 0.47 0.033 0.144 50 3.02 0.539 0.65 1.43 0.098 0.441 : ..................,.. ..d.wwwwM w_._w.ww n ,..ww .. �..,..—,w.w......_.r......_. 0.46 0.035 0.147 55 2.84 0.557 0.63 1.40 0.106 0.451 0,46 0.038 0.150 60 2.67 0,573 0.62 1,38 0.114 0.459 w..wwn .wr w nwr...r.rr. .......... ..ww.w...r......, ....w.........ww. w.w....• w. n w •_..w.. 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I - • • • 0.6 - — I . . 0) • fa as 05 ...• .•. !!,••.r•••.•rt........,........s •••••.•. I .... .:... :... . :..................... . . .......... ..... G.) ••• • . : .I •••• • • E : •• •••;•• 0 3 • • — �.� I - - :. s .. ................ .. I . ...... • 1..anpOOO.O. .. .00.0.0.9000000.00 O0000000OC�QOf)p.O_J.O O1 ' "' : • , . - �, O - - - _ _ - .... . . s.... y .. . _ .h ...i.......................:..Y............ .......... . . ................ .............. 0 . 0 50 100 150 200 250 300 350 Duration (Minutes) . —e—Mlnor Storm Inflow Volume > Minor Storm Outflow Volume c Minor Storm Storage Volume ..• MMajor Storm Inflow Volume acirMaJor Storm Outflow Volume • MaJor Storm Storage Volume 1 UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2 34 Released November 2013 9)9/2015. 8.23 AM UD••Deterdion x2.34 Modified FAA Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 1 of 3 Designer: JRS Company: Park Engineering Consultants Date: September 9, 2015 Project: Prairie Ridge Community Church Location: west side of property 1 . Basin Storage Volume 1a = 49.00 °to A) Tributary Area's Imperviousness Ratio (i = la/ 100 ) i = 0.49 B) Contributing Watershed Area (Area) Area = - 4.32 acres C) Water Quality Capture Volume (WQCV) WQCV = 0.20 watershed inches (WQCV =1 .0 * (0.91 * I3 - 1 .'19 * 121078 * I)) D) Design Volume: Vol = (WQCV / 12) * Area * 1 .2 Vol = 0.088 acre-feet 2 Outlet Works A) Outlet Type (Check One) x Orifice Plate Perforated Riser Pipe Other: 1 B) Depth at Outlet Above Lowest Perforation (H) H = 1 .70 feet C) Required Maximum Outlet Area per Row, (Ao) A0 = 0.24 square inches D) Perforation Dimensions (enter one only): i) Circular Perforation Diameter OR D = 2.0000 inches, OR ii) 2° Height Rectangular Perforation Width W = inches E) Number of Columns (nc, See Table 6a-1 For Maximum) nc = 1: number F) Actual Design Outlet Area per Row (A0) A0 = 3.14 square inches G) Number of Rows nr nr = 5 number I H) Total Outlet Area (AO Ad = 16.02 square inches 3. Trash Rack A) Needed Open Area: At = 0 5 * (Figure 7 Value) * Aot At = 481 square inches B) Type of Outlet Opening (Check One) X < 2" Diameter Round 2" High Rectangular Other: C) For 2", or Smaller, Round Opening (Ref.: Figure 6a): i) Width of Trash Rack and Concrete Opening f Nconc, from Table 6a-1 Wconc = 21 inches ii) Height of Trash Rack Screen (HTR) HTR = 44 inches 6323 WQ template, EDB Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 2 of 3 Designer: JRS Company: Park Engineering Consultants Date: September 9, 2015 Project: Prairie Ridge Community Church Location: west side of property iii) Type of f Screen (Based on Depth H), Describe if "Other" _ X S .S #93 VEE Wire (US Filter) Other: 1 , iv) Screen Opening Slot Dimension, Describe if "Other" X 0 139" (US Filter) Other: v) Spacing of Support Rod (O.C.) 1 .00 inches Type and Size of Support Rod (Ref.: Table 6a-2) #156 VEE vi) Type and Size of Holding Frame (Ref : Table 6a-2) 3/8 in. x 1.0 in. flat bar D) For 2" High Rectangular Opening (Refer to Figure 6b): 1) Width of Rectangular Opening (VV) W = inches ii) Width of Perforated Plate Opening (Wconc = W + 12") Wconc = inches iii) Width of Trashrack Opening (Wopening) from Table 6b-1 Wopening = inches iv) Height of Trash Rack Screen (HTR) HTR = inches v) Type of Screen (based on depth H) (Describe if "Other") KlempTM KPP Series Aluminum Other: vi) Cross-bar Spacing (Based on Table 6b-1 , KlempTM KPP inches Grating) . Describe if "Other" Other: vii) Minimum Bearing Bar Size (KlempTM Series, Table 6b-2) (Based on depth of WQCV surcharge) 4 Detention Basin length to width ratio (LIW) 5 Pre-sedimentation Forebay Basin - Enter design values A) Volume (5 to 10% of the Design Volume in 1D) acre-feet B) Surface Area acres C) Connector Pipe Diameter inches (Size to drain this volume in 5-minutes under inlet control) - D) Paved/Hard Bottom and Sides yes/no 6323 WQ template, EDB Pump Curve & Operation and Maintenance Manual • f Pump pertormance ormance curves %—.1.11 VC 1 LUt,[UG1 _.•_1 r athg; ,.attno„ •T,.writ, x F P I OO C CBI 1 ~ 60 HZ Z Reference curve XFP100G-Ce SINGLE pi Discharge Frequency tairs. DN100 60 Hz N a • Density Viscosity Tes₹norm Rated speed Date 62.428•Iblft3 0.000016813 ftzls Hydraulic Institute _'1735 rpm 2015-08-31 _ Flow 4-- • Head Rated power Hydraulic efficiency NPSH 394 US g.p.m. • 21 ft i 3.33 hp • 63.1 % 10.4 ft • El N., 31 tita-.4 (pirgao-- rw- . ._ri _____, J t • - i f —4 --._-. - - 4r • i .�......�_._.. c I - i 40 I - I ! � -x 2e t ! J 4W.G.• ate _ w ' _ I 28: j I _ I 24 a _- _ _ ._.._.._.__..._._._____._.. J ~� ydr eff. I 20 _ -. _ _ 331°0 _..-_._.,._..1 ---- — 16 _ ..------4.44....."6"---" , � _..._.... _ - l i Npsi j Mr 1 ww . , - 1.II1_....\. I-_-_� P NPSH is __ ,. 24 - _ -_ -- — _... . . -.. _......-___.. i 1 �,,.,..,,r--- ma— r i ; k P2 [hp] , 4 ' 4 5: � __ _ i - _ — � ._ _. _ —H 4 : _ _- _.._.. ...._._..._._..-- 35' M-- i _ _ ._._�...- __.. ... .... • y.r i1 50 a ---..Y I 1 .__.._ e ' 407",,, . err• y• t • 20 ; .—.—_.r._-._..-... .-___ 10 _ . ._. , , 1 ! c , , 1 , , F l l $ I [ 1 t , d f I I l ! , 1 1 . l , ' . 1 ; , ( 1 7•' 0 40 80 120 160 200 240 280 320 360 400 440 480 i 1520 560 600 Q 1US g•p..m l 9O ( III CA) Impeller size N° of vanes Impeller Solid size Revision 2010••12-•15 6.69 inch 1 Contrabloc Plus impeller, 1 vane 3" _ ABS reserves the right to change any data and dimensions without prior notice and can not be held responsible for the use of ABSEL PRO 1 7 2 / 2007-02-07 information contained in this software SULZER Submersible Sewage Pump Type ABS XFP 80C - 201G 60 Hz -r suLOR re J3/4„. _ , I EN Installation , Operating and Maintenance Instructions IMIAAA/ ci iltcar rnm 2 Installation, Operating and Maintenance Instructions (Original Instructions) LIZER • Submersible Sewage Pump Type ABS XFP 80C - 201 G, 60 Hz Submersible Sewage Pump Type ABS XFP PE1 PE2 PE3 80C-C B1 80E-CB1 100G-CB1 201G-CB2 80C-VX 81E-VX 101 G-CB1 81C-VX 100E-CB1 101G-VX 100C-CB1 ' 100E-VX 150G-CB1 100C-VX 100E-CP 150G-CP 150E-CB1 200G-CB1 151 E-CB2 : Contents 1 Application areas : ............................. . . ... .............. ..: :,,,... . ............... . . ii................ .a ::.:.:.:,:::: ::: :.: ::::,:.::: : : ::: ::: : . .,........:::::::.:......::.,.,.. ..,...:.:.:,:: : . ... , ... .., , , ::::::.::::.:::.:...,. . ... . .:.... . . ............. .....3 1 .1 Explosion-proof Approvals . . . . .. . . . . . . . . . . . . . . . . . . . . . , . 3 2 Safety.11.1.:.... . .........................................1.:.:::.::::..... . . . $.1.1 .:.:.:........:::.:::'. ::..1..•:11:::1:: : . 1111111......p:..: : :............... ....1111.1. ::.: : . : ::: :::'.................:.•: 1.1...1.1.. ::: ................... ::.:.::::::::: ......,.. ... ...1::.•........,.. .......... ......::.:::::.::3 21 Use of explosion-proof pumps in explosive zones . . . . 3 2.2 Operation of explosion-proof submersible pumps with frequency inverter in hazardous areas . . . . . . . . . . . . . . . . . . 4 3 Technical data ......... .. . . ... ............... ...:::::.:::.:........... . ......::::.::,.:.::.............: . ... ... .....................: ,............ ,:: .... . . ........,.... ... . ... ........................,....•........,. . ... ............. ...................:... .4 3.1 Nameplate . .. 4 4 General design features :::.::::..:::.: ::::::.:...•............................. : ...,..:•..„..:...:::::::.:.::a ::.:.::: :::.:.....,....III). .'... 11. ....... . : : : : ::: ::: 1.1111111 : .'... 1 ........,...,:....r.r.,.... .....: ...'.'......,..........1111111..... ::.:.:: :..:.::..5 4.1 Design features PE1 & PE2 . . . .5 4.2 Weights...,...„.,.....„... ... . ... ....... . Design features PE3 (version with cooling jacket) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 (j 5 • 'eights...............„... ... . ... ....... . . . . ....... . ... ...................................:........ ... . ...•..... ... ...................................•... ..... ......................... ... ........ ... .n............................ .........•... . . ....... . ....,.....•... .11:11. .4.. ... . ...:.........:... ...7 6 Transport and Storage............ ... . .•......,•.•..............,.. . . .....................................•.•.:.......•......... ...................:111....•... .............:................l1111111111. .................:... III.................:..,....... ................. . 1111....... . III . 5 6.1 Transport . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .8 6 .2 Storage . . . . . . . . . . . . . . . . . . . . . . . . . 8 6 21 Moisture protection of motor connection cable . . . . . . . . . . . . . . . . . . 8 7 Mounting and Installation .................................. ......... ........................... . ....... . 11.1111 ...................n ...............:...R.,......:.................:..,° .......:........... .................11:111...... . ........,.............,...... ...................8 7.1 Installation examples . . . . • 9 7.1 .1 Submerged in concrete sump . .. . . .. . . . . . . . . . . . . .. . 19 71. 2 Dry-installed . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 7.2 Discharge Line. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 8 Electrical Connection .............. . . ... ........1.1111........,..... ......................,................ . . ....r•... ....... ........,.,....... ... ... . .....1100 III .........:...:..11.1•. rill .....A.,.............,..:......... .... ...... . ...........:...I....:........... . ....... 11 81 Temperature monitoring . . . . . . . . . . . . . . . . . 11 8 .2 Seal monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 8 .3 Wiring Diagrams . . . . . . . . . . . . . . 12 9 Commissioning .......... .......:... ......... ..............,.,:...:. ........ . ...:...... ... ......,.....,.,.,.. ...:.............:...:.......,...................,...,.,.,...........,...,.,.,:................. ....,.....,.......:... . ...all. . ....... .....:..,...,...,...,. ..........,. ........... . . 13 9 .1 Types of operation and frequency of starting . . . . . . . . . . . . 13 9.2 Checking direction of rotation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 9 3 Changing direction of rotation . . . . . . . 13 10 Maintenance and service ........................ . .....................:....... ..... ....... . .......a.,.......,. .. . . ... ... . ......... ....,.... 14 10.1 General maintenance instructions . . . . .. . . . 14 10 2 Lubricant changing (PE1 & PE2) . 15 10.3 Lubricant changing (PE3 - version without cooling jacket) . • . . . . . . . . . . . . . . . . . . . . . 16 10 4 Coolant changing (PE3 - version with cooling jacket) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 10.5 Oil and glycol quantities (litres) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 10.6 Bottom plate adjustment (CB & CP) . . . . . . . . . 19 10.6.1 Instructions on how to adjust the bottom plate .. . , , . . . . . , , . . , . . . . . 19 10.7 Bearings and Mechanical Seals .. . . . . . . 20 10 8 Changing the power cable (PE1 & PE2) . . . . . . . . . . . . . . . . . . . 20 10.9 Cleaning . . . . . . 20 1010 Venting of the volute . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 11 Troubleshooting Guide........:........... .....:..... . . . . ........ . . . . ... . . . . .... . . . ........ 21 . • Sulzer reserves the riaht to alter soeci;cations due to technical developments installation, Operating and Maintenance Instructions (Original Instructions) 3 SULZER Submersible Sewage Pump Type ABS XFP 80C - 201G, 60 Hz Symbols and notices used in this booklet: Presence of dangerous voltage Non-compliance may result in personal injury Hot surface - danger of burn injury. �f� . Danger of an explosion occurring . ATTENTION ! Non-observance may result in damage to the unit or negatively affect its performance . NOTE: Important information for particular attention 1 Application areas XFP pumps have been designed for economic and reliable pumping in commercial, industrial and municipal installations and are suitable for pumping of the following liquids: • clear and wastewater, and for sewage containing solids and fibrous material • faecal matter The XFP-CP (Chopper pump) is designed for the pumping, in wet well installations, of heavily contaminated commercial, industrial, municipal and agricultural wastewater, sewage and sludge In combination with the Sulzer automatic coupling system, the below ground level wet installation is a particularly economical and environmentally friendly solution . XFP pumps are also suitable for horizontal or vertical dry installation (except XFP 80E-CB1 -PE125/2, XFP 81E-VX-PE125/2, XFP 81E-VX-PE80/2 and XFP- CP; all models) . ATTENTION ! The maximum allowable temperature of the medium pumped is 104 ° F 1 .1 Explosion-proof Approvals Explosion-proof as standard, in accordance with international standards FM and CSA 2 Safety The general and specific health and safety guidelines are described in detail in the "Safety Instructions for Sulzer Products Type ABS" booklet If anything is not clear or you have any questions as to safety make certain to contact the manufacturer Sulzer. 2..1 Use of explosion-proof pumps in explosive zones.. 1 Explosion-proof submersible pumps may only be operated with the thermal sensing system connected . 2 Temperature monitoring of explosion-proof submersible pumps has to be carried out by bi-metallic temperature limiters or thermistors according to DIN 44 081 -150 connected to a suitable release device which is certified in accordance with EC directive 94/9/EC 3 . If ball type float switches are used they must be connected to an intrinsically safe electrical circuit, Protection Type EX (1), in accordance with VDE 0165 . 4 . Dismantling and repair of submersible explosion-proof motors may only be carried out by approved personnel in specially approved workshops . 5 . In the event that the pump is to be operated in explosive atmospheres using a variable speed drive, please contact your local Sulzer representative for technical advice regarding the various approvals and standards concerning thermal overload protection 6 . Machines designated as Ex machines may never, without exception, be operated using a mains frequency that is greater than the maximum of 50 Hz or 60 Hz as indicated on the nameplate 4 Installation, Operating and Maintenance Instructions (Original Instructions) SULZER Submersible Sewage Pump Type ABS XFP 80C - 201G 60 Hz 2e2 Operation of explosion-proof submersible pumps with frequency inverter in hazardous areas,, Motors must have direct thermal protection devices fitted . These consist of temperature sensors (PTC DIN 44081 -150) embedded in the windings and must be connected to a suitable release device. 3 Technical data Maximum noise level ≤ 70 dB This may be exceeded in certain circumstances Detailed technical information is available in the technical data sheet "Submersible Sewage Pump Type ABS XFP 80C - 201G" which can be downloaded from www sulzer com > Products & Services > Pumps and Systems. 3..1 Nameplate We recommend that you record the data from the nameplate on the pump in the corresponding form below, and maintain it as a source of reference for the ordering of spare parts, repeat orders and general queries Always state the pump type, item no and serial no. in all communications. Standard nameplate CL.1 IP Legend c�r.C*D Typ Pump type APPROVED T•3C LR159553 i --.--._.... ....... Nr Item No. XFP Nr Sn Sn Serial No. UN IN Ph Hz xx/xxxx Production date (Week/Year) P1: Cos cp RPM UN Rated voltage V P2 NEMAA IEC60034-30 IE IN Rated current A Qmax Hmax Qlmp Ph Number of phases ON Hmin Wt. NZ•.•.._._._._.__._ Frequency Hz See Instruction Manual for sensor connection and cable replacement. Thermally Protected `: Use with approved motor control that matches motor input full load amps. OO NOT REMOVE COVER kW Uhtiser un dernarreur apprauve covenant au couranta pleine charge du moteur• WHILE CIRCUIT IS ALIVE P1 Rated input power Sulzer Pump Solutions(US)Inc P2 Rated output power hp 140 Pond View Drive Phone 203-238-2700 Meriden CT. USA 06450 www.sulzercom i RPM Speed rpm Cos w Power factor pf NEMA NEMA code Class IE Motor efficiency standard Qmax Maximum flow gpm Hmax Maximum head ft Mmin Minimum head ft 0 Imp Impeller diameter ins Wt Weight lbs DN Discharge diameter ins SULZERInstallation, Operating and Maintenance Instructions (Original Instructions) 5 Submersible Sewage Pump Type ABS XFP 80C - 201 G, 60 Hz 4 General design features XFP is a submersible sewage and wastewater pump with a Premium Efficiency motor. The water-pressure-tight, encapsulated, flood-proof motor and the pump section form a compact, robust, modular construction 4:,1 Design features PEI & PE2 /�_, Q it f ti 11k j , s 31 <at1 , ' t .- , l / # ii 1 1 I�,.• Fz at _emu.:� *i__i y.. 1 1 k E ,• I 8 AW' ^^44 9 l I any 1 lien J :-- '' T. \ ow i i i 1 I } { J !: itio.: , :i il i. i romp : l! I . 1 ,lp ( P i�.2t • I IIER , i .'ittli ' ,------ : a;.l 14 S sthiiiiiin—5 �., . . .ate u .. sfi �.m. 11'1i'el sz _ ii li ;,,,,,,..use:»<': N1/4., ne °�.d' ;I S + i . 17 ,I L_ 1 ,,: moo, aaa o�S. . ..,T.. - ./1 ci nc- I H I I i 112-1 ' Ej ! . 18 i ii J Ii. .- 1 Pressure release screw 7 Stainless steel lifting hoop 13 Bearing housing 2 10-pole terminal block 8 Upper bearing - single row 14 Mechanical seals 3 Moisture sensor (Dl) 9 Motor with thermal sensors 15 Seal holding plate 4 Seal chamber 10 Stainless steel shaft 16 Motor chamber drain plug/ 5 Seal chamber drain plug/ 11 Motor chamber pressure test point pressure test point 12 Lower bearing - double row 17 Impeller - Contrablock version 6 Venting plug 18 Bottom plate adjustment screw 6 Installation, Operating and Maintenance Instructions (Original Instructions) SULZER Submersible Sewage Pump Type ABS XFP 80C - 201 G, 60 Hz 4..2 Design features PE3 (version with cooling jacket) 1 � 2 - . • 13 i i i L 14 3 o�w — «i• U U•I I - Y 15 4 law uwiE • • • r ;{ir 5 do ■��1,�� 5 x , 6 1 \, 16 7 -17 8�� ll � � 1ots� .18 Sr �a � � �� ,. �F' 20 11 21 ,s= %,�k � ':�8 I 23 12 24 ----,1, K. 25 1 Stainless steel lifting hoop 10 Seal holding plate 19 Dry chamber 2 Lid assembly 11 Mechanical seals 20 Coolant impeller 3 Cable gland 12 Venting plug 21 Flow deflector 4 Upper bearing - single row 13 Terminal block* 22 Coolant drain plug I 5 Coolant fill plug 14 Pressure test point pressure test point 6 Cooling jacket 15 Upper bearing housing 23 Seal chamber 7 Motor housing 16 Motor with thermal sensors 24 Impeller - Contrablock version 8 Lower bearing housing 17 Stainless steel shaft 25 Bottom plate adjustment screw " Fitted to bearing housing when two cables connected 9 Lower bearing - double row 18 Moisture sensor (DI) IJISZER installation, Operating and Maintenance Instructions (Original instructions) 7 Submersible Sewage Pump Type ABS XFP 80C - 201 G 60 Hz 5 Weights NOTE: Weight on nameplate is for pump and cable only . Weights of accessories, other than or in addition to those listed, must also be included when specifying Athe working load of any lifting equipment Please consult with your local Sulzer representative prior to installation ...... ..... ....._....., ....m:. , . oirts.......:II.... ... .tral .. .t... .....,.... .. . .,...........,........ -iiirE�txc� -:c > e "s"'== y = -=Rr ==- i = _ == e-= III 1 =isl° ` 1 =i-`==° _' µ "ir= µ'r= '111111...�...._...............:.:�:::::...,.,....,.,..............:::::::�,......,.:.....,..,.,.:::::::m......,.... . .. . . ......._.,.�.._...,:..:..,. . . .. . � .. iii . .:.,........._ ....:.,..... ,g.. �:<,-,:-::::�: ..................._.._._......::.....:::. .,.......,....,...,q......;:_...,;... ,........:;::....,.... .. :ids :.::::: .::::x,.....1%,?ic .ec-..t..: ............,.........,.... .. ...�.t............ . . .................... .. ,.... -................ " 1:1-0-'(;"31-7(n. . 80C-CB1 PE 28/4 PE 35/4 ( ) 9 (20) 10 (22) 0 2 {0 4) 110 (243) 1 n.a PE 20/6 8 (18) 9 (20) 10 (22) 0 1 (0 3) 120 (265) 1 n a PE 28/4W 8 (18) 9 (20) 10 (22) 0 3 (0 5) 100 (221) / n a PE 20/6W 8 (18) 9 (20) 10 (22) 0.2 (0.4) 120 (265) 1 n.a. 80C-VX PE 22/4, PE 35/4 8 (18) 2 (4) 10 (22) 0 1 (0 3) 110 (243) / n a PE 18/4W 8 (18) 2 (4) 10 (22) 0 2 (0 4) 100 (221) / n a PE 28/4W 8 (18) 2 (4) 10 (22) 0.3 (0.5) 100 (221) 1 n.a. 80E-CB1 PE 125/2 8 (18) 2 (4) 10 (22) 0.3 (0.5) 180 (397) / n.a. 81C-VX PE 45/2 8 (18) 2 (4) 10 (22) 0.3 (0.5) 110 (243) 1 n.a. 81E-VX PE 80/2 8 (18) 3 (7) 10 (22) 0 2 (0 4) 130 (287) / n a PE 125/2 8 (18) 3 (7) 10 (22) 0.3 (0.5) 160 (353) 1 n.a. 100C-CB1 PE 28/4 PE 35/4 8 (18) 9 (20) 10 (22) 0 1 (0 3) 120 (265) 1 n a PE 20/6 8 (18) 9 (20) 10 (22) 0 1 (0 3) 130 (287) 1 n a PE 2814W 8 (18) 9 (20) 10 (22) 0 3 (0 5) 120 (265) 1 n a PE 20/6W 8 (18) 9 (20) 10 (22) 0.2 (0.4) 130 (287) / n.a. 100C-VX PE 22/4, PE 28/4 PE 35/4 12 (27) 2 (4) 10 (22) 0 1 (0 3) 110 (243) / n a PE 18/4W 12 (27) 2 (4) 10 (22) 0 2 (0 4) 110 (243) / n.a PE 28/4W 12 (27) 2 (4) 10 (22) 0.3 (0.5) 110 (243) / n.a. 100E-CB1 PE 45/4 12 (27) 3 (7) 11 (24) 0 3 (0 5) 160 (353) / n a PE 5614 12 (27) 3 (7) 11 (24) 0 3 (0 5) 150 (331) 1 n a PE 75/4 12 (27) 3 (7) 11 (24) 0 3 (0 5) 160 (353) / n a PE 90/4, 12 (27) 3 (7) 11 (24) 03 (05) 180 (397) 1 n a PE 105/4 12 (27) 3 (7) 11 (24) 0 3 (0 5) 190 (419) / n a PE 35/6 12 (27) 3 (7) 11 (24) 0.2 (0.4) 170 (375) / n.a. 100E-CP PE 75/4 12 (27) n a 11 (24) 0 3 (0 5) 160 (353) 1 n a PE 10514 12 (27) n.a. 11 (24) 0.3 (0.5) 190 (419) / ma. 100E-VX PE 45/4 PE 56/4 12 (27) 3 (7) 11 (24) 0 3 (0 5) 140 (309) / n a PE 75/4 12 (27) 3 (7) 11 (24) 0 3 (0 5) 150 (331) 1 n a PE 90/4 12 (27) 3 (7) 11 (24) 0 3 (0 5) 170 (375) 1 n a PE 105/4 12 (27) 3 (7) 11 (24) 0.3 (0.5) 170 (375) / n.a. 100G-CB1 PE 130/4 PE 150/4 12 (27) 12 (27) 21 (46) 0 4 (0 9) 330 (728) 1370 (816) PE 185/4 12 (27) 12 (27) 21 (46) 0 5 (1 0) 350 (772) / 390 (860) PE 210/4 12 (27) 12 (27) 21 (46) 0 5 (1 0) 350 (772) / 390 (860) PE 250/4 12 (27) 12 (27) 21 (46) 0 7 (2 0) 360 (794) 1410 (904) PE 90/6 12 (27) 12 (27) 21 (46) 0.3 (0.5) 340 (750) / 390 (860) 101G-CB1 PE 185/2 12 (27) 10 (22) 16 (35) 0 5 (1 0) 320 (706) 1360 (794) PE 200/2 12 (27) 10 (22) 16 (35) 0 5 (1 0) 320 (706) / 360 (794) PE 230/2 12 (27) 10 (22) 16 (35) 0 5 (1 0) 330 (728) 1370 (816) PE 300/2 12 (27) 10 (22) 16 (35) 0.7 (2.0) 330 (728) / 370 (816) 101G-VX PE 230/2 12 (27) 12 (27) 21 (46) 0 5 (1 0) 330 (728) / 380 (838) PE 300/2 12 (27) 12 (27) 21 (46) 0.7 (2.0) 340 (750) / 380 (838) 150E-CB1 PE 45/4 17 (38) 3 (7) 11 (24) 0 3 (0 5) 160 (353) 1 n a PE 56/4 17 (38) 3 (7) 11 (24) 0 3 (0 5) 180 (397) / n a PE 75/4 • 17 (38) 3 (7) 11 (24) 0 3 (0 5) 160 (353) / n a PE 90/4, 17 (38) 3 (7) 11 (24) 0 3 (0 5) 200 (441) 1 n a PE 105/4 17 (38) 3 (7) 11 (24) 0 3 (0 5) 200 (441) / n a PE 35/6 17 (38) 3 (7) 11 (24) 0.2 (0.4) 170 (375) / n.a. 150G-CB1 PE 130/4 PE 150/4 20 (44) 12 (27) 21 (46) 0 4 (0 9) 340 (750) / 380 (838) PE 185/4 20 (44) 12 (27) 21 (46) 0 5 (1 0) 360 (794) /400 (882) PE 210/4 20 (44) 12 (27) 21 (46) 0 5 (1 0) 360 (794) / 400 (882) PE 110/6 20 (44) 12 (27) 21 (46) 0.4 (0.9) 340 (750) / 390 (860) 150G-CP PE 90/6 20 (44) n.a. 21 (46) 0.3 (0.5) 340 (750) / 380 (838) 1 S1 E-CB2 PE 75/4 20 (44) 3 (7) 11 (24) 0 3 (0 5) 170 (375) / n a PE 90/4 20 (44) 3 (7) 11 (24) 0 3 (0 5) 190 (419) / n a PE 105/4 20 (44) 3 (7) 11 (24) 0 3 (0 5) 200 (441) / n a PE 35/6 20 (44) 3 (7) 11 (24) 0.2 (0.4) 160 (353) / n.a. 200G-CB1 PE 90/6, PE 110/6, PE 130/6 25 (55) 12 (27) 21 (46) 0.4 (0.9) 380 (838) /420 (926) 201G-CB2 PE 130/6 25 (55) 12 (27) 21 (46) 0 4 (0 9) 380 (838) / 420 (926) PE 160/6 25 (55) 12 (27) 21 (46) 0 3 (0 5) 390 (860) / 440 (970) • PE 200/6 25 (55) 12 (27) 21 (46) 0 5 (1 0) 440 (970) 1480 (1058) PE 120/8 25 (55) 12 (27) 21 (46) 0.4 (0.9) 380 (838) / 420 (926) * IntII.rla° ariantar flanrta fnr XFP RCnr_-r:R1 and XFP 1f1lf-r:R1 ** INninht mar ft *** Withni if / with rnnlinn lac kcal • Mai Lainligt Submersible Sewage Pump Type ABS XFP 80C - 201 G, 60 Hz 6 Transport and Storage 6.1 Transport During transport, care should be taken that the pump is not dropped or thrown . The pumps of the XFP series are fitted with a lifting hoop to which a chain and shackle may be attached for transport or for suspension of the pump . al The pump must be raised only by the lifting hoop and never by the power cable Take note of the weight of the entire unit . The hoist and chain must be adequately dimensioned for Athat weight and must comply with the current valid safety regulations All relevant safety regulations as well as genera! good technical practice must be complied with . 6..2 Storage 1 During long periods of storage the pump should be protected from moisture and extremes of cold or heat, 2 To prevent the mechanical seals from sticking it is recommended that occasionally the impeller is rotated by hand 3 If the pump is being taken out of service the oil should be changed before storage 4 After storage the pump should be inspected for damage, the oil level should be checked, and the impeller checked to ensure it rotates freely. 6,.2.1 Moisture protection of motor connection cable The motor connection cables are protected against the ingress of moisture along the cable by having the ends sealed at the factory with protective covers ATTENTION! The ends of the cables should never be immersed in water as the protective covers only provide protection against water spray or similar (!P44) and are not a water tight seal, The covers should only be removed immediately prior to connecting the pumps electrically, During storage or installation, prior to the laying and connection of the power cable, particular attention should be given to the prevention of water damage in locations which could flood . ATTENTION! If there is a possibility of water ingress then the cable should be secured so that the end is above the maximum possible flood level. Take care not to damage the cable or its insulation when doing this, 7 Mounting and Installation The following guidelines must be observed when setting the lowest switch off point for XFP pumps: • Care must be taken during switching on and operation that the hydraulic section is filled with water (dry installation) or alternatively is submerged or under water (wet installation) Other types of operation e g . snore operation or dry running are not allowed! . • The minimum submergence allowed for specific pumps can be found on the dimension installation sheets available from your local Sulzer representative The regulations covering the use of pumps in sewage applications, together with all regulations © involving the use of explosion-proof motors, should be observed The cable ducting to the control panel should be sealed off in a gas-tight manner by the use of a foaming material after the cable and control circuits have been pulled through In particular the safety regulations covering work in enclosed areas in sewage plants should be observed together with general good technical practice For the XFP transportable version, arrange the cable run so that the cables will not be kinked or nipped . Connect the discharge pipe and cable (see section " Electrical Connection") , Place the pump on a firm surface which will prevent it from overturning or burrowing down The pump can also be bolted down to the base or suspended slightly by the lifting handle . Hoses, pipes and valves must be sized to suit the pump performance Submersible Sewage Pump Type ABS XFP 80C - 201 G 60 Hz 7„1 installation examples 7„1 .1 Submerged in concrete sump 1 2 ..� I . n E -�- 4 15- 1:5- �� ii ' . :. • t ' ._ • i •_— I 1 Alai? k•---1 . :, •i. F : " tt 1\' .: 4 • t I .. 6 II j_ 1 12 „ J.•e 11 • • ' ` . . 10 .; . $. • _ od) 8 taijejliab • /i . 9 : 4 . ... ( ) 1 ==11 .\\ i 1 Surnp cover 6 Inflow line 11 Guide rail 2 Venting line 7 Ball-type float switch 12 Discharge line 3 Sump cover 8 Submersible pump 13 Non-return valve 4 Sleeve for cable ducting to 9 Concrete sump 14 Gate valve the control panel as well as 10 Pedestal 15 Power cable to motor for aeration and venting 5 Chain DUL&flIPE :. Submersible Sewage Pump Type ABS XFP 80C - 201 G 60 Hz 7.1 .2 Dry-installed Horizontal •.r a.• — -- w. � 2 .. t J 3 . ^ ; , f .Q i . y ��, r ;�� f—4 d•. .n " ` , '• +r ,d` ` . . U •• g_______ :51 � 41 A a. -----------______„0 0_ .� t• 5 I • f 8 .—r Qf Y 6 7-- • ��_ 4 F -. ry ll1__-} ,...L •I.. . • • • - ♦ ate• 3 .L 1 - �,,,,•�c�'� a :-i :.....��..-rte....... Vertical ;.1 _.1/� A 54y • 2 4: • (2 w d , - .. � � I rte,4.d . 4 tiji_: ' —�^4 ., . d :4 g 10-- 0 • '• 4.--)es} A, ----_____ �� •.. ' Y, S,. 1 8 e lia --•—•--,_._.__._.__ rt.n • 7-- - • e a e .' • y y • r d 2= Y 1 Control panel 4 Non-return valve 7 Collection sump 2 Discharge line 5 Power cable from motor to 8 Inflow line 3 Gate valve control panel 9 Ball-type float switch 6 Pump 10 Gate valve ATTENTION! The oil-filled version of PEI and PE2 pumps, and the cooling jacket version of PE3 pumps, are required for dry installations,. When dry-installed the pump motor housing may become hot. In such a case, to avoid burn injury, ® allow to cool down before handling muLccric. ..• Submersible Sewage Pump Type ABS XFP 80C - 201G, 60 Hz 7.2 Discharge Line The discharge line must be installed in compliance with the relevant regulations. This applies in particular to the following: The discharge line should be fitted with a backwash loop (180° bend) located above the backwash level and should then flow by gravity into the collection line or sewer. The discharge line should not be connected to a down pipe. No other inflows or discharge lines should be connected to this discharge line ATTENTION! The discharge line should be installed so that it is not affected by frost, 8 Electrical Connection Before commissioning, an expert should check that one of the necessary electrical protective devices ® is available Earthing, neutral, earth leakage circuit breakers, etc must comply with the regulations of the local electricity supply authority and a qualified person should check that these are in perfect order. ATTENTION! The power supply system on site must comply with VDE or other local regulations with regard to cross-sectional area and maximum voltage drop.. The voltage stated on the nameplate of the pump must correspond to that of the mains, The power supply cable must be protected by an adequately dimensioned slow-blow fuse corresponding to the rated power of the pump The incoming power supply as well as the connection of the pump itself to the terminals on the control ©. panel must comply with the circuit diagram of the control panel as well as the motor connection diagrams and must be carried out by a qualified person . All relevant safety regulations as well as general good technical practice must be complied with . ATTENTION! For use in the open air, the following VDE regulations apply: Submersible pumps used outdoors must be fitted with a power cable of at least 33 feet length . For pumps intended to be used in outdoor fountains, garden ponds and similar places, the pump is to be supplied through a residual current device (ROD) having a rated residual operating current not exceeding 30 mA Please consult your electrician, 8.1 Temperature monitoring Thermal sensors in the stator windings protect the motor from overheating . XFP motors are fitted with bimetallic thermal sensors in the stator as standard, or as an option with a PTC thermistor. 8..2 Seal monitoring XFP pumps are supplied as standard with a moisture sensor (Dl), to detect and alert to the ingress of water into the motor and seal chambers (PEI & PE2), or motor and dry chambers (PE3) ATTENTION! If the Dl-seal monitoring is activated the unit must be immediately taken out of service., Please contact your Sulzer Service Centre.. NOTE: Running the pump with the thermal and/or moisture sensors disconnected will invalidate related warranty claims„ Submersible Sewage Pump Type ABS XFP 80C - 201G 60 Hz 8„3 Wiring Diagrams U1 V1 W1 FIFO Di PE v U1 V1 WI V2 W2 U2 FIFO Di PEA !PE Fl FO U1 V1 W1 U2 V2 W2 DI QE'-" 1 2 3 _ 5 6 7 8 _ 9 _ 41 I_ _ _ - - i 1 _2 3 4 5 6 - - I I I I I I I M I E 3 1 ' 2i ' 3 , L I I I [U1 W1 V1)* 7172T3123 T3 1 2 3 PE' R ESC 1 2 3 PE 4 A Explosion-proof pumps may - _ only be used in explosive �- - - zones with the thermal sensors ' I connected (leads FO & F1)„ 3 1 - 1 41 ' L I 5 L 60 Hz 1 2 3 4 3 20/6 22/4 D63 D68, - D66 D62,077 D85 28/4 D79 D80 - 35/4 • 45/2 psi D79, D64 D81 - D66 D62,D77 D85,D86 18/4W W60, 28/4W - - - W62 20/6W* 35/6 45/4 56/4 75/4 D63,D79, D64 D81 - D66,D62 D77,D85,D86 - 90/4 D80 105/4 80/2 0 125/2 120/8 90/6 D64,D79 063,D80 D81 D66,D62 D77 D85 D86 110/6 130/6 160/6 D63,D64,D79,D80,D81 200/6 - 064,D79 130/4 D64,D79 D63,D80,D81 150/4 D63,D64 D79,D80 D81 185/4 D66 D62,D77 D85,D86 210/4 250/4 - 185/2 D64,D79 200/2 230/2 300/2 D62 = 230 V 3-, DOL D68 = 380 V 3-, DOL D81 = 220 V 3- YA W60 = 230 V 1- D63 = 220 V 3- DOL D77 = 460 V 3- DOL D85 = 600 V 3-, DOL W62 = 208 V 1- '764 = 380 V 3- YA D79 = 380V3- YA D86 = 460V3- DOL D66 = 208 V 3-, DOL D80 = 220 V 3-, DOL UJL&t Submersible Sewage Pump Type ABS XFP 80C - 201 G, 60 Hz 9 Commissioning Before commissioning, the pump should be checked and a functional test carried out. Particular attention should be paid to the following: Have the electrical connections been carried out in accordance with regulations? Have the thermal sensors been connected? - Is the seal monitoring device correctly installed? Is the motor overload switch correctly set? Does the pump sit correctly on the pedestal? - Is the direction of rotation of the pump correct - even if run via an emergency generator? Are the switching ON and switching OFF levels set correctly? - Are the level control switches functioning correctly? - Are the required gate valves (where fitted) open? Do the non-return valves (where fitted) function easily? 9. 1 Types of operation and frequency of starting All pumps of the XFP series have been designed for continuous operation Si when either submerged or dry-installed 9..2 Checking direction of rotation When three phase units are being commissioned for the first time, and also when used on a new site, the direction of rotation must be carefully checked by a qualified person , When checking the direction of rotation, the pump should be secured in such a manner that no danger Ato personnel is caused by the rotating impeller or by the resulting air flow. Do not place your hand into the hydraulic system! When checking the direction of rotation, or when starting the unit, pay attention to the START REACTION . This can be very powerful and cause the pump to jerk in the opposite direction to the direction of rotation ATTENTION: NOTE' When viewed from above, the ° 741- The start reaction is direction of rotation is correct cc z anti-clockwise„ if the impeller rotates in a clockwise manner. -44AFACZ‘0� ATTENTION,: If a number of pumps are connected to a single control panel then each unit must be individually checked, ATTENTION,:' The mains supply to the control panel should have a clockwise rotation,. If the leads are connected in accordance with the circuit diagram and lead designations, the direction of rotation will be correct. 9..3 Changing direction of rotation AThe direction of rotation should only be altered by a qualified person. if the direction of rotation is incorrect then this is altered by changing over two phases of the power supply cable in the control panel The direction of rotation should then be rechecked Submersible Sewage Pump Type ABS XFP 80C - 201G, 60 Hz 10 Maintenance and service A Before commencing any maintenance work the pump should be completely disconnected from the mains by a qualified person and care should be taken that it cannot be inadvertently switched back on . When carrying out any repair or maintenance work, the safety regulations covering work in enclosed Aareas of sewage installations as well as good general technical pratices should be followed . Servicing must only be carried out by qualified personnel . %A Undercontinuous running conditions the pump motor housing can become very hot. To prevent burn injury allow to cool down before handling ATTENTION! The maintenance instructions given here are not designed for "do-it-yourself" repairs as special technical knowledge is required. 101,1 General maintenance instructions Sulzer submersible pumps are reliable quality products, each being subjected to careful final inspection . Lubricated-for-life ball bearings, together with monitoring devices, ensure optimum pump reliability provided that the pump has been connected and operated in accordance with the operating instructions. However, should a malfunction occur, do not improvise, but ask your Sulzer Customer Service Department for assistance . This applies particularly if the pump is continually switched off by the current overload in the control panel, by the thermal sensors of the thermo-control system, or by the seal monitoring system (Dl) Regular inspection and care is recommended to ensure a long service life Service intervals vary for XFP pumps depending on installation and application . For recommended service interval details contact your local Sulzer Service Centre A maintenance contract with our Service Department will guarantee the best technical service . When carrying out repairs, only original spare parts supplied by the manufacturer should be used . Sulzer warranty conditions are only valid provided that any repair work has been carried out in an Sulzer approved workshop and where original Sulzer spare parts have been used . ATTENTION! Repair work on explosion-proof motors may only be carried out in authorized workshops by qualified personnel using original parts supplied by the manufacturer,. Otherwise the ex-approvals are no longer valid, Detailed guidelines, instructions and dimensional drawings for the service and repair of Ex-approved pumps are in the XFP SOC - 20W Workshop Manual., tilLairst Submersible Sewage Pump Type ABS XFP 80C - 201G 60 Hz 10,.2 Lubricant changing (PEI & PE2) The seal chamber between the motor and the hydraulic section has been filled with oil at manufacture.. An oil change is only necessary: • At specified service intervals (for details contact your local Sulzer Service Centre) . • If the Dl moisture sensor detects an ingress of water into the seal chamber or motor chamber • After repair work that requires draining of the oil . • If the pump is being taken out of service the oil should be changed before storage 10,.2.1 Instructions on how to drain and fill the seal chamber 1 Loosen the plug screw (a) enough to release any pressure that may have built-up, and re-tighten A Before doing so, place a cloth over the plug screw to .AS contain any possible spray of oil as the pump de-pressurises 2 Place the pump in a horizontal position , sitting on its discharge flange, with the motor housing supported from underneath . A To prevent the pump from toppling over ensure it is supported to lie flat on its discharge flange (a) 3 . Position an adequate container to receive the waste oilCi:Akn "1 4 Remove the plug screw and seal ring (a) from the drain hole . 5 After the oil is fully drained lay the pump flat, and rotate so that the drain hole is positioned to the top . When in this position the pump must be held by hand, :A or supported at both sides, to prevent it from toppling over. F 6. Select the required volume of oil from the quantities table (p 18) and slowly pour into the drain hole . - ' (a) Drain plug 7 . Refit the plug screw and seal ring s DRAIN FILL aULtart Submersible Sewage Pump Type ABS XFP 80C - 201G 60 Hz 10..3 Lubricant changing (PE3 - version without cooling jacket) The seal chamber between the motor and the hydraulic section has been filled with oil at manufacture An oil change is only necessary: • At specified service intervals (for details contact your local Sulzer Service Centre) • If the Dl moisture sensor detects an ingress of water into the seal chamber or motor chamber • After repair work that requires draining of the oil • If the pump is being taken out of service the oil should be changed before storage . 10..3.1 Instructions on how to drain and fill the seal chamber 1 Loosen the plug screw (a) enough to release any pressure that may have built-up, and re-tighten . Before doing so, place a cloth over the plug screw to contain Aany possible spray of oil as the pump de-pressurises 2 . Secure a hoist to the lifting hoop . Lay the pump on its side and rotate until the drain plug is underneath . Note: because there is insufficient space to place a waste container underneath the drain plug the waste must be drained (a) ' into a sump f tt 3 . Remove the plug screw and seal ring (a) from the drain hole 4 After the oil is fully drained, place the pump in a horizontal position sitting on its discharge flange with the motor housing supported from underneath Toprevent the pump from toppling over ensure it is p p g r :r At supported to lie flat on its discharge flange . (a) Drain plug 5 Select the required volume of oil from the quantities table (p 18) and slowly pour into the drain hole 6 Refit the plug screw and seal ring151 INl ..., 4 .41 .'ate4.1Ili - • ; f �`� l! tl■ ` I. If i, III ! - - a :r.( ' p ≥7 •�.O C O .•c) �� o' O :G'��. .�, 0 .:0'C,O . O:' . �:G .c . p.:j : a ✓O'O.0 ' dO - npC '. .oA ' 0[70 .,o • Gpo . .0 6o . . .o Oo ' ' o - n .�• a • c� .� two <'.� 0 o • �1 .0 r o • r1 -n J o • n •Q o b t .� C o t1 'o DRAIN FILL Submersible Sewage Pump Type ABS XFP 80C - 201 G 60 Hz 10,.4 Coolant changing (PE3 - version with cooling jacket) The cooling system (seal chamber and cooling jacket) has been filled with glycol at manufacture. The water and propylene glycol is frost resisting down to 5 °F A glycol change is only necessary: • At specified service intervals (for details contact your local Sulzer Service Centre) . • If the DI moisture sensor detects an ingress of water into the seal chamber or dry chamber • After repair work that requires draining of the glycol • if the pump is being taken out of service the glycol should be changed before storage • In the case of extreme ambient temperatures below -15 °C / 5 °F (e g . during transport, storage, or if the pump is out of duty) the cooling liquid must be drained Otherwise the pump may be damaged 10.4.1 Instructions on how to drain and fill the cooling system 1 Loosen the plug screw (a) or (b) enough to release any pressure that may have built-up, and re-tighten ' w Before doing so, place a cloth over the plug screw to contain any possible spray of glycol as the pump de-pressurises . + 2 Secure a hoist to the lifting hoop. Tilt the pump to 45° with the drain plug underneath . psi Note: because there is insufficient space to place a waste container -aT, s _•- underneath the drain plug by the completion of step 5, the waste (b) must be drained into a sump \0)04---0 3 Remove the plug screw and seal ring (a) from the drain hole 4 . Glycol will empty from the cooling jacket chamber 5 When the flow stops, continue to gradually tilt the pump until horizontal . This will drain the remaining glycol from the seal chamber. Note: draining the glycol entirely with the pump in a horizontal ^, _ position would result in some glycol being retained in the cooling { �) . �, jacket. apt^ 6 . After the glycol is fully drained raise the pump into its upright is position and refit the plug screw and seal ring (a) 7. Remove the plug screw and seal ring (b) from the fill hole. 8 Select the required volume of glycol from the quantities table (p 18) and slowly pour into the fill hole . (a) Drain (b) Fill 9 Refit the plug screw and seal ring (b) . 2 O. 7.'OIJ.O O'.o •-_. :`.� as ?' . o ,o-� O'.,00To,* 0o...J y G. DRAIN FILL Submersible Sewage Pump Type ABS XFP 80C - 201 G 60 Hz 103 6 Oil and glycol quantities (litres) Lubricant Coolant (without cooling jacket) (with cooling jacket) XFP Motor Water and Oil propylene glycol PE45/2 PE22/4 PE28/4 PE35/4 PE *1 0 .43 PE18/4W PE28/4W PE20/6 PE20/6W PE80/2 PE125/2 PE45/4 PE56/4 PE 2 PE75/4 0..68 PE90/4 PE105/4 PE35/6 PE185/2 PE200/2 PE230/2 PE300/2 PE130/4 PE150/4 PE3 PE185/4 16. 5 P E210/4 8 .0 PE90/6 PE110/6 PE130/6 PE150/6 PE120/8 PE250/4 18 0 PE200/6 Volume ratio: 86% oil or water/propylene glycol : 14% air Specification: Lubricant PE1 & PE2: white mineral oil VG8 PP153C . Lubricant PE3: hydraulic oil VG46 HLP-D . Coolant PE3: 70% water/30% glycol . Submersible Sewage Pump Type ABS XFP 80C - 201 G 60 Hz 10..6 Bottom plate adjustment (CB & CP) At manufacture, the bottom plate is fitted to the volute with the correct clearance gap set between the impeller and the bottom plate (for optimum performance max 0 2 mm) 10„6.1 Instructions on how to adjust the bottom plate To reset the clearance gap following wear: (Note: when adjusting PE3 and CP pumps, steps 1 , 2 and 3 do not apply) 1 Check the position of the alignment notch (e) in the fixing lug to determine if the bottom plate is in the fac- tory pre-set position or if the clearance gap has been previously adjusted If previously adjusted proceed to Step 4 . 2 . Remove the three screws (c) securing the bottom plate to the volute . Attention: if, due to corrosion, the bottom plate does not release freely from the volute, DO NOT force it free by tightening the adjusting grub screws (d) against the fixing lugs on the volute as this could damage the lugs on the bottom plate beyond repair! In that case, first remove the volute from the motor housing by releasing the three securing screws (f) and then remove the bottom plate by tapping it free from inside the volute using a mallet and block of wood 3 Rotate the bottom plate anti-clockwise through 45° from the pre-set position (a) to the secondary alignment position (b) and refit the securing screws. 4 . Loosen the adjusting grub screws (d) and tighten the securing screws in the bottom plate evenly until the impeller will lightly, but freely, rub against the bottom plate when rotated by hand 5. Tighten the grub screws fully to secure the bottom plate in position (max. 33 Nm) . (b) `mom m.r *� .c •° Factory pre-set position ( ? f �� (D. - Fixing lugs (e) ®i �� n -mot Adjustment position (e) ... :s ... (e) m f (f) a r aULCCIt Submersible Sewage Pump Type ABS XFP 80C - 201 G, 60 Hz 10.7 Bearings and Mechanical Seals XFP pumps are fitted with lubricated-for-life ball bearings Shaft sealing is by means of double mechanical seals . ATTENTION: Once removed, bearings and seals must not be re-used, and must be replaced in an approved workshop with genuine Sulzer spare parts.. 10.8 Changing the power cable (PEI & PE2) To facilitate quick and easy changing or repair of the power cable, the connection between the cable and motor is by means of an integrated 10-pole terminal block. Before commencing any maintenance work the pump should be completely disconnected from the mains by aa qualified person and care should be taken that it cannot be inadvertently switched back on . © To be carried out only by a qualified person, in strict adherence to relevant safety regulations 10..9 Cleaning If the pump is used for transportable applications, then in order to avoid deposits of dirt and encrustation it should be cleaned after each usage by pumping clear water In the case of fixed installation, we recommend that the functioning of the automatic level control system be checked regularly By switching the selection switch (switch setting "HAND") the sump will be emptied If deposits of dirt are visible on the floats then these should be cleaned . After cleaning, the pump should be rinsed out with clear water and a number of automatic pumping cycles carried out. 10.10 Venting of the volute After lowering the pump into a sump full of water, an air lock may occur in the volute and cause pumping problems To clear the air lock, raise the pump in the medium and then lower it again If necessary, repeat this venting procedure . We strongly recommend that dry-installed XFP pumps are vented back into the sump by means of the drilled and tapped hole provided in the volute DU LA Submersible Sewage Pump Type ABS XFP 80O - 201 G, 60 Hz 11 Troubleshooting Guide Fault Cause Fix Pump does not Moisture sensor shutdown Check for loose or damaged oil plug, or locate and run replace faulty mechanical seal / damaged o-rings. Change oil ?) Level control override. Check for float switch that is faulty or tangled and held in OFF position in sump. Impeller jammed Inspect and remove jammed object. Check gap between impeller and bottom plate and adjust if necessary Gate valve closed, non-return valve Open gate valve, clean blockage from non-return blocked. valve. Pump switching on/off Temperature sensor shutdown . Motor will restart automatically when pump cools intermittently down. Check thermal relay settings in control panel Check for impeller blockage. If none of above, a service inspection is required?) Low head or flow Wrong direction of rotation Change rotation by interchanging two phases of the power supply cable. Gap too wide between impeller and Reduce gap (see page 19). bottom plate Gate valve partially open. Open valve fully. Excessive noise or Defective bearing Replace bearing.') vibration Clogged impeller. Remove and clean hydraulics Wrong direction of rotation. Change rotation by interchanging two phases of the power supply cable. High voltage Water inside motor Replace stator') test failure Stator insulation damaged . Replace stator') Power cable or lead damaged. Replace power cable?) Ohms test Stator failure. Repair/replace stator') failure A Before commencing any inspection or repair work the pump should be completely disconnected from the mains by a qualified person and care should be taken that it cannot be inadvertently switched back on. 1) Pump must be taken to approved workshop. SERVICE LOG Pump Type: Serial No: 1 Date Hours of Comments Sign Operation I I w I .0- - - - - -_ / 1 \ \ INSTALL 76.66 LF / , / f I 04...• INSTALL OF 14x23 RCP 9`64 1\r� -4915.- , _ _ _ - ® 0.50% / ' SABLE AVENUE (CR 22 \) 1%\ \ _ _ _ O 15 "AL SEC ,I3as2 INV IN 07. 66 / �1n ` � � — LLI I— IN RANGE BOX % 60.0' R.O.W. (BO K ES, PAGE 273) NORTH LINE NE1 /4 INV OUT 07. 28 — — — _ — — — — _ “i - — — � — — . — — — - - — — I 654. 41 wn ' — - - - - - - / ASPHALT 0 \ ry 9 ,�11 _ �p\6'b' ' •-•.4 97� GAS LINE MARK I STOP SIGN 43 3 .o I — EDGE DIRT ROA �Y lx• /� GAS VALVE ` - ^ _ f..� _ _ � _ .}>.C ' 6 _ - - - - - - _ � '4910� _ __ GAS LINE MARKER_ / / / -4915 � ' / T AN — — — _ ` I _ _ - _ -4910 WATER ti' _�_ -! . .. _ . . - . . - . . - . . - . . - . . - . . - . ._59456 - . . - . . - . . . • — • • — • • —• • • —• • • — • • — • • • • • • • •ION _ _ _ - - - _ C. . v 20 LINE STRUCNRE _ PHONE CABLEMARKER MAR. — .�'- 7 _ • - a = — DITCH �� IT' T� 1S' —1S' \ _ DEC DEC DEC DEC DEC 6 16 ' E \3T0\ / ,. '_ - - - -4910- - - - .. _ To ^ CONC DIVERS DEC ,• VG/ DE \\ GAS LINE & I- _ _ _ 41/4 C i `y - - - ------- - / _ . . _ . . _ . . _ . . _ . . _ . J - O l6ti �� 0.87% 9 Evq\\ a 11 � . . -- �\ o? EVG. DEC. I 8 WIDE CONCRETE X4912 _ \ POWER 0790 CROSS PAN . . p81")° ,- 2`CORCkt It PA1�T � - _ II GOES / 4911 /� , I' UNDERG OUND 30 ' EASEMENT AS L0�' e I " ' ^0 10' ' DE / / : G� /DEC. 976ti CURB 4907 866+ �06� FF EL 1 STORY W CONECA) / REFERENCED IN THE CUT TO- I, tob I D ' E RAMP 4910.38 FRAM � � I LEGAL DESCR I PT I ❑ N DETENTION POND ^:: ;_._ �� - =_BWALK WITH 1 . 5 PAN _ L d \ cb• Kroft£ -> - - \ INSTALL 58 SF �� 0.5 )% CA -CH W ; / " 11 A OF TYPE '2 6�Ory v pAD y / /%� CONC �— / �� DEC. I ,o e� � II a 2' WIDE . , W A RIPRAP CENTERED i r.. / � WATER 9 % yo o� 6 9° 2 WIDE I COVERED CHASE ATC, � , - - _ _ / / d • 171 METER URB CUT r C \/s o�\ 100 YR WATER 4905 ryry Co 6� �� o£• COHASE TOP EL� 7. 75 1 ' A . ^o \\ / • o WATER M 1 4: 1 _ SURFACE= 4905.65 N � ' • ASPHALT .k , A . I \ { if \ / iw \ I 100 YR VOL= 0.49 AF ^y0 � _. �:4• •• ¢ �/ 9 MAZE- �# 4 co 2' • r HASE To ALLO % 1 A \ '• 0_ 1 1 e N . \ o FLO r� Tn ��r ON POND o JI OI 1 DEC. I I 0 1l 1K , 0 EL I �'l \\ (S D . �U • W6 Imo' 09 I 0 - I Imo • a / 42.26 psa co � . co - \V "00 A .00 I 1 . 5 WID I r(V( H- I I GUY n 0 4 I 2' CONCRETE ^ A I1 / VERT. C RB 1 ANN;• FF EL. FF EL. . `~ \ i� 1 e % ,TYF . I AND ) �— a 4910.70 FF EL 4911 .30 I 5' I SIDELK I 10 H OH PAN W 1 .16% L • y ASPHALT ---------e- 0' - - - - - r DEc \ - L) �� Y G5) J 4911 .00 c J C Q M I PD�/£R POLE - - -4905- - - V V `�, .'y`:.T�;.. rl SI RA ��. O �O 5507 : APOL - - -, --- rt Ir I =I 1 11 G❑ I, r; U U RGROUND \ \ o �• .e ry 0 1 $. 4 II M I \ ., -:•".:•l— u�- i� ' Deb• <b. N \ \ \ w W I a.2, _ .■��: �-11 �ry �^ N yA e`•'°6° 0 3 c ` -� I I FF EL912.10 1�==== , 1 X60 6� o „q 1 I �• 0• > < —�e•,�R� In r- II .`°' Q "� A Z ti \ S o \o' 4 o �' F E_, 16 a 5, \ CU N. 97 O t \ I I I DEC. \ \N. � p 9 ry a.� I \ II I 11 Q'y CD CD a 6'\ ZLJ JG IP DEC. \ DEC . yco -I_vG. \\ zz90 I• I �oo � R9/7 O \ ...1._ III °60 4, ~ Iry' Z I f \ cTo Co o eo a ' _ � / a�^ o L=� \ r=== 1� 1 I I o N. � �a " � y� i sk° 9 AN o II \t91429.2706 1r ° 1I /U� FA \ CA W / / O ^J° �° ^Jry 96 9 I I Ij \ Ij 7 O O Fij J \ w ° ^°• toe AD I 4909 N ry° r A° 4911 �� 4 LL L A op� • I I ti D 3 0° 0 9 y FF EL. O/ FF ° o o _ : W co \ / I SUMP PUMP -k• AID ^ ^ .tip O 491D.70 e/ FF EL 4911 .30 O I a \ y, i- 4911 .00 0 - / 05 I / VAULT A . 7,9 5e I �9• 10' ,on o ry W CURBWALK W IN TO PAN 401 I c\ . _\ I W \\ I a INV 4903. 20 �6 IL (T 9, 010 \ / ryy Boa �'� I o Co 1y 9 _ I e 9• o o• )N INSTALL 144 SF I, ^ ^ E i I`• r /sue SILL 4 ¢ W I CO 0 I� Lu \\ I I cn ,L OFT " E '2 \ 1 1 , 0�ry � I o° 4y1p , % '�: y0� °0 �, o \ PIPE DISCHARGE I RIPRAP CEN . RED : : : . -� A° A oy �g�/ / Ole II) �r� • , 0 .. . , , , .. z , �/ rn 5 CURBWALK WITH 1 .5 PA — _ _ Z— � �) • l� • �' �' F cn ON OPEN CH SE . . 1 \ _� o — � \ TO BE ON TOP I 19 e`' a SPILL u2 ' a I \ (EAST SIDE) OF 6� EC. -4909 I rn ASPHALT I ° a \ BURIED TYPE 'VL' I - - 4905 4906 I v ^ y� ASPHALT hry e .A 1 w W I 5 / \ RIPRAP (413 SF I : : : :: : } ':. -- - — J rc a ^Ryo 4909 co.ti oso% oCi ° 1 ' y y°�, ?Noel'7 PAD) I : : { : ::` ` 4908 ^°' raicH_ —� pso% _ . . — . . 59.5. 04 4908�� 2. . �RT� CURR & GUTTER 0.50% — . . — . A- •— . . �. . _ ._— _ �� o_ wry. POND STA\C�iE - STORAGE CHART \ : : =' 4so8 hb . . _ . . _ . . _ . . eY 9 9. � - �,: I z PO R OLE �� l __ I i z W/ AN FORMER I / • 655. 04 A DIV RSI0N G05 ELEVATION 490X. X VOLUME / 2' OPEN CHASE TO ALLOW I Ruc u CO UN „ ,y col-- $ERG ❑UND ( 7 I FENCE o.a' N. OF NAY FLOW TO DETENTION POND INSTALL 45 RAMP LF OF 4. 7 ' DIAL AND 1.oA N OF , 6 (SEE DETAIL BELOW) WITH TRUNCATED DOMES HANDICAP I FENCE r. E OF LN ti' p 4. 0 24 CY 0. 015 AF / I WELL o 4. 5 158 CY 0. 098 AF / VAULT I TWIN DISCHARGE PIPES (6" INSTALL 88.24 LF I OF 14x23 RCP 0 0. 59% N I 5 YR WSEL 4. 76 261 CY 0. 162 AF / PVC C900), 142 LF EACH INV IN 09.91 ° m _ 5. 0 385 CY 0. 238 AF / 2 - 90' BENDS INV OUT 09. 39 ( ;, --30. � 20 / I THRUST BLOCK. I 60.0' R.O. W. (BOOK E6, PAGE 273) 5. 5 692 CY 0. 429 AF / I I 100 YR WSEL 5. 65 792 CY 0. 490 AF L (; / A /1 / ABO1/i1/L ,� ND V/NOR S(180/ WS/ON NO / 37,3 / 4 - 7 - PS- 5 // 6 . 0 1 , 043 CY 0. 646 AF I I ( RECEPTI ❑ N NO , 2557834 , WELD COUNTY RECORDS ) - 6 . 1 1 , 121 CY 0. 694 AF I � � 7_ - - A \\ 4914 STA 3+10.57 STA 0+98.81 4914 4909. 91 6 . 2 1 , 199 CY 0. 743 AF I \\ \0 4912 4912 6 . 3 1 , 279 CY 0. 793 AF - - -- \\ 6 . 4 1 , 305 CY 0. 801 AF (O I 7\\ 4910 - - 4910 76 . 5 1 , 404 CY 0. 870 AF / , '°N. \\ 4908 INSTALL 88.24 L7- 4908 ro ra�,-_-o CE 1 , 898 CY 1 . 176 AF OF 14x23 R 4906 4506 APPROVED NON-SLIP GRATE 6" 0 Al__ / 2' �_ 5 O 0 O STA 0+ 85.55 2 00 a 0 o STA 0+09. 07 ` — , co THE CONTRACTOR SHALL COORDINATE THE a a 4907. 28 490Z6� . =CREW CONSTRUCTION OF THE PROPOSED HERCP e YYcc 4910 4910 ; " z ' ° CONDUITS FOR ACC SS TO THE SITE WITH SECTION A-A ONCRET£ cf�1cR .; . /� O+ OO THE IRRIGATION COMPANY WITH REGARDS 1 -I- OO TYPE B A A TO TIMING. 4908 • 4908 ISOMETRIC VIEW a/s "d NON CORROSIVE EAST ENTRANCE RCP MACHINE SCREW (TIT.) il 4906 - 4906 " " z' PARK ENGINEERING 2 X 2 X 1 /4 COUNTER SUNK (FLUSH) 12 O.C. 'l. 4.10 LB./FT/ ral `IN_STALL 76'66 LF ANGLE SUPPORT 4904 OF 14x23 RCP ® 0.50% 4904 (GALVANIZED) /, 1 ' CONSULTANTS ef FINISHED r 42D 21ST AVENUE, SUITE 101 � GRADE I �_ LONGMONT CO. 8D501 (303)651 -6626 ®c . %4 ni- CURB & MATCH N: s o o GUTTER FLOWLINE � ' ,. ,/////\ //. . ' 401. • • PRAIRIE RIDGE COMMUNITY CHURCH °' AL °' °' �f 30 0 15 30 60 4 . ' ' 6" No. 4 REBAR WELDED, n : :. ' � PLAN 10" O.C. TO BE PLACED S I ES ( I OO AT TIME OF POUR \ A\ ORIGINAL SCALE: 1 "= 30' NORTH ENTRANCE RCP THE CONTRACTOR SHALL COORDINATE THE TYPE "B" CONCRETE CHASE CHANNEL SLOPE TO BE 0:50% MIN. GRADING, DRAINAGE, & ,; STORM SEWER PLAN AND PROFILE CONSTRUCTION OF THE PROPOSED HERCP CONDUITS FOR ACCESS TO THE SITE WITH OPEN CHASE DETAIL COVERED CHASE DETAIL CONCRETE TRICKLE CHANNEL DETAIL r THE IRRIGATION COMPANY WITH REGARDS N.T.S. N.T.S. JOB NOI DATE CAD NO SHEET NO To TIMING. N.r.s. 632-3 9/10/15 6323BASE 1 OF 2 . .a N •� SOCKET BASE HARDWARE SPACE NOTE " -el BOOM PEE, HEIGHT REACH MAX. OF 12" APART ��- 10 6" ORIFICE FABRICATOR OF WET WELL AND VALVE VAULT DECKS SHALL DESIGN REINFORCING Al 27' 37' TRASH RACK - U.S. FILTER EL, 4905.70 (10-YR RELEASE CONTROL) SURROUNDING THE HOIST SOCKETS FOR A MAXIMUM LOAD OF 500 LBS WITH A A2 27' 38' STAINLESS STEEL WELL " MOMENT LOCATED 44" HORIZONTALLY IN ALL DIRECTIONS FROM THE CENTER OF THE A3 27' 40' SCREEN (OR EQUAL) W/ X93 2 • HOLES A4 27' 42' VEE WIRE SLOT OPENINGS OF (5 ROWS) SOCKET. AS 27' 44' 0.139" AND X156 SEE 2 6" e W CV & INVERT ELEV: 4904.90 SUPPORT RODS V 44 ► B1 39' 31' a 1 '-8" B2 39' 32' 4" S.C. e B3 40' 34' INVERT EL. 4903.20 o A 0 B4 40' 36' • Bs AL 3a' ORIFICE PLATE DETAIL C2 48' 24' I NOT TO SCALE 13" (( r n t 13 17/32 \�" f .1 C3 50' 26' A CONCRETE PAN (IN POND) I I 7 8 0 C4 5r 27' CS 52' 29' L J 1 3/16" \\ OTE 3) " (SEE N 0 ?W LIFT STATION PROFILE (CONE SECTION) 11 13/16" 3/8" • LOOKING EAST s 3/8 ♦ ♦ 1 3 8 (SEE NOTE 2) /♦1 /♦1 3/a (BARREL SECTION) ♦� 4 �♦0 N ) + i 1 _I ji♦� _ _ _ _ _ _ _ _ _ _ _ _ _�♦_�� A I I J I• ` ( "04 1/32 LD, y ..._i I 1 ,, 3/8" 78 ?:)/ 1 2 3 4 5 A J 0 14" 15 5/16" END VIEW 57 3/4 I f REACH HEIGHT SOCKET BASE / \ 4908 NSTAL PLAN FINISH WALL 9 V�1 1 - 3"x6" REDUCER 2' SOUTH OF VAULT WALL 1 /2" SURFACE co I FOR BOTH LINES (2 TOTAL) I 1 1 /2" 3/16 SEE SHEET 1 FOR CONTINUATION i I 4907 q • .: -/ 3/16^ + ' SOCKET BASE I 4906 WELL SCREEN & ORIFICE PLATE 14n .. • 1 3 32" S (SEE DETAILS ABOVE) 7/8"i I L`' 9 15 5/16 ELEVATION • " 4905 _ ir 3 1 /2" I~ 3 3/8" PENETRATION • L 6" D ETAI L Oa v2 d (BARREL SECTION) PIN BLOCK OUT NOTE 4904 • a . CONTRACTOR SHALL 4 S 8" THICKEN WET WELL AND VALVE VAULT DECKS TO 14", EXTENDING 12" RADIALLY FROM - - ATTACH TWIN 3" LINES To . (CONE SECTION) PORTABLE CRANE SHALL BE MODEL 5123M1 (OR APPROVED EQUAL) WITH M4311P6- K MANHOLE WALL, 3 PLCS (6 PISS TOTAL) " SPUR GEAR HAND WINCH, 523F FLUSH -MOUNT SOCKET BASE, WA25-450S WIRE ROPE THE CENTER OF THE CRANE BASE TO ACCOMMODATE THE SOCKETS. 3 1s 3 32 ASSEMBLY AS MANUFACTURED BY THERN , INC., W0000, MN 4903 INSTALL 2" GUIDE RAIL I s 15 16• PHONE: 800- 843- 7648 116 FAX: 507-454-5282 PORTABLE HOIST FLUSH MOUNTED SOCKET nIlIlIU iuu�� 11/211/16" N0, 4 DEFORMED BA 4902 - STEEL R 1/2. 0 NOTE: SOCKETS SHALL • a 15 16" N.T.S. BE CAST INTO LIFT STATION DECK _ I N.T.S. 1/4" f ,I 3/6" GENERAL NOTES 4901 - 1 . SUPPLIER/MANUFACTURER OF PRE- CAST LIFT STATION COMPONENTS SHALL BE „ ,L ,A e�� DETAIL SECTION A - A xAi x: £ i :,s :, , y rJ )' xYn,% Wlk Y:' :rn it ,P $= : v fX:rx rY =..L+:vf / rvrt r ".«, ra4r-44 r{ y'J' acetyvr } ts...,:,. r :4, -/ V4t'n✓u, b4.:2: x > T4 s, t1. n ±x,Y PRE— APPROVED BY A STRUCTURAL ENGINEER, PRE-CAST COMPONENTS SHALL 'x ' . f / . ' xe'. „„ taws; n fix 0, , , P.Y< kY:.> a;, I, ~ ' " ,41 .<, , , ,a.; P4, : ,,m,t, cc, rt =u, =i .. =,, , 4:f.», . , _ _; et-epi,,t t$ / 5 h 'ry b, S x ; '-N�k , N" y , I , N t % I4 e( '( µ x v 3 , V S ' }} E ^e: ikC •fr '1 ) 1 � }P 4 ;SY� >!' 4 •] A•' , „' .+ , " ,.%u Y ' . 1, / 4 u$rc VFr�P. , a Vr 'af•.4 IY ,r +jii.at 5 •:, , P% , x / ' .,yi ,5, </� }5 W.'M1J„ ) % " N ✓ . t r C= b V - n i P f ; v a rr {✓ e vrC , a, ,x i si,£'... '=f�". CONFORM WITH REQUIREMENTS OF ASTM C- 857 AND C- 858, REINFORCING BARS 4v. _ , _ ' S ax t - fb ,ti ,t :R: rvY " v4 , s = i , ra 4 > Jk , . 1 .„.u . rcft, ti 4900 ` e{v1u = ,'T} 4 ?„. ,Y ' Y/ / l Y 6 }Vtq iJ : i . xy Y ia ,i'v i` r , S r'. '�E:, ,rc .1 >4 { S"n,, { � 'lti. 3( k1 c' ,h' .:,4 } k 5}.µ E>. k k , {, ✓ , ) e r : ',M � a ! l' ♦ r ,.:R ,. P4 Y ,,. Y rr: n-. POLYPROPYLENE REINFORCED PLASTIC STEP n f w: }f ,, "4 !' ,1 ;;:% P c, n "r '.. rr .'S „., 2 J- Yx i J+,'l: :. W R=N : :. f I,% } Y , �,:i:,. . AGGREGATES CEMENT AND JOINT SEALANT SHALL CONFORM TO ASTM STANDARDS � ,� � «•i°, .. ' rz " , ». ry � .,., : 4 t , r y' . ,� �} x =t= ri ) #r >• -^= i„�:a i la. ai( =;{ tt . _< „a r n P= = •Rs: ,'. d + L,{ r ,:.f i J >„ 'Ya f. P i `? : n ': e,: { x , • 4a a 'e e„✓ 4,s ; ,, a :v(Yf 4' .''1 ,4:Y 1 " Y w, ex } 'ta."to r rr.ca r, r y 4 a it Mi . .., k" t } rr;F` P4Y . y,:kJ ,c„+:- S n c a1tk.S , ,:: "r e r •` . S 'p^P i.VJ ) i i : ,[S \ Y t i+ v ti. Yn } , ) Y 'v 4 ..5 I• N Y -. (A' 4:. r ) ; ll 'x , 't �.. 4 'Av } ", A- 615 OR A-706 C- 33 C- 150 AND C- 990 RESPECTIVELY. CONCRETE SHALL ' R ri , NJa ' = . ' ' , " ( ), , , �� , e,r Y�n;.r . r { a w a,rx � ki . , . NY Ra ,I F� x rc,� , � . x , a� ril,n' Nn , . " i { �v � L �aC ,' y - , �=� LIFT STATION PROFILE P: /g L { :vr I,.3“- V ';,!,* YS ra>u..Rin" +::;. > ;(,; ( 4 ,n erY.,'+ A , r'`n r C {ry V ..Sr lv..; , 1 y A,arx-t 1Fw'5 ..9.• e rv,y£ Y ia• n Ft,...- ', f ti<Le Z4i '3 ' er DEVELOP 6000 PSI COMPRESSIVE STRENGTH AND SHALL BE TESTED IN if ` w „ P: . "` ' "' ' "' a ' A =,,, V Y Y % x4} i l „nii,i5Y'V4Yrvr LY „'. x ♦ r v '44 :. r A' :o „g) `K. W r "4,. M e F 4 i ` l' ✓1 ., .., ,, :. iY ca: Gt y , Y " ,1 f4`��1/4rv413 K>.ki- . , a fAtcsct, ':.,:x vi ..:m r,ns: ri iigkecdr ....: "f` of i.. 'u"Y. {, £ alda ry d4"'"• ry R ', c P .� LOOKING WEST .„ , � <, ,.. w „ ,,. , gin h . . , » �, m � ,� ,<:_rv. �, s= , brs}, �„ ,sa=„z ,�, ^� � y„r,; NOTES: — . }rY f ,.++1r,nti+ } i F, v.•. .; }..' 4 j.. ,.x�� , , ., r,.; � rY, {J�i„ l ,==r Y�kY.� lYt a' xrvivW �•``C .vb .. .u[{ ri f 'r 1:� CYY} +„I;� fi:.y^ l,St"`�1�Y er:�Y •1^R4` r C'n k'iK� N;, Y?l}j..,'rv. ACCORDANCE WITH ASTM C- 39. CONCRETE REINFORCING SHALL BE GRADE 60 ',, e N .Y.t ,n Yi: 1 ,�., +x rw" v 2"h` lri . !a • ,u.. va tw 4 .C ' ext. , �Jr'4. � ".` ag /:. lx S. � .L.' )nr ,v.i3:aa ,:"n Y / v...; ,2— .h,.iu: . . t e . .:.Ci..7? -,.yv tux a �-,�. '�"�i..r n"bV vn,.., °'%45 rtn r*,,.i,y}'n , rC J y.- a^' „ W Ly i2 : '� ,nYLN K4 (Y� w�.. 3FN f4 J{ e h-. : x Y' r }^,:. w, V rY ',J i3 � jµ aL. NOTES: v'5`.'t^, Y'�,ir 3.M1 .�y�'c.: . - ..a }1 { , r. . ;'% .. , i., " . v5 ♦ n5"�' P .�.iy 4L'nl1Y'2�$�,hi#'x r b: .f 't'aei. —,n.",ead�,a.r��vi"?ir)N•k .. }"'i ,3,::r{ i"' +L,, y:L}r :K �'� , : nYi^%rPW^.LJ Y♦ �,Yi ',4t'S\,5, ,j 4 }'msvS a^`` iVy/:, i+> F. .� A.i Y1WibV �. . .�`l .% '',X ,'. a45Ptf ,�f�l:. `6" _i. Pngvc R 1P}f`Y'. ,. t„+VPir 4.,koit1, NPJ ,o•gsvD rv ?„�. r ...} 'r, ar I'/}I.Ya:�"..x. e, Ytrifi4 ,f _' :LLTV ,R`RY':'R:a( :ni. Y"L. e ' "' . ,x, .ptr,.fa..A"e xr .Y ,. .. .. i f. . ar... :r41aNY,.a'.fN kfiTer .. - ....rt _usv. . .� brt.. e,. _.. ..o-+..,,.-.,b. .;.s,,- ".`;z.r4,✓a_�'.. f .: ,. .,. . - nax.,r.. .'A,nm.-.'„€...,a wt. tw, ,., .rei �. E � `�a;�:,s,; 1 . ASTM SPECIFICATIONS: ` }YS ,x , ..a .R3'Y� }x. CtYC. r if^v. e, 4a:w .J3 :Y,L{}i"., . .r �iX ✓a -a.,i„i.F, ,v. v , InhK t.. .rv.fr EJ.. lrvs,r ,b"I'w v'.uN.h . vl S. ,� 4." ,. =r:r u., . n A. . -v -: . .ab `s `{" .,.v.v.+.,.. � MINIMUM . PRODUCTION OF PRE-CAST COMPONENTS SHALL NOT COMMENCE UNTIL 4a „ , ,..,a,i ., a , 1.4$34 a :I.xy','F , ; ik, i Y , ,, - ,N $ mpi.:: . " iuSt=' „S. , . . ,:..�,` :•wof- . . "„ -µx .,. r„` .,.sr PO: Oflt s;,-2me _ rvPsw Pz» ,-J'NFY AY:G • a}'�3�xxY+c tw,"SE Y. ..bry."«C C 1,,.. .,rdrMt uc}aNra vliY)t 41"Jn < ., {:.rn}x v':e., Q �2v. .b:Vn.`y: rl , v32`-� r o n �+ts,.,;. w�fi , rvYN•,44uv � „44 n^'' '.y: m Av n}95.ixr 3.Y AU� �f5y}kE,y y. A. ASTM C-47H >:= r., a, . n.`: ,n=' _ . "4c" . w. .. ".,, � 3,7�.-y�u . � .��«,P�., 3 � , .,uYf .s� �F; :- Y Pi�� ta, n,:Y- .. f",, .. -,, �,.z , :?%�aa.y,�"4P ; 1Y,.:,. aA., ,�z .., ,_,.*,U >F„%�nx4Pr,� , . x .F,:N� ,.a 1 . LIFT STATION MANHOLE TO BE TO OSHA STANDARDS. Y:.34rraY,r m" 5v^;'..+ '4i4` i"t�✓(rra. tail /. �.tl ?f',Rp�ry VE, .. ,.,:,r, a, a;..'zfL F1�5:Y £ 3.1,�'.$n�Y.Y, .b r a,. ,,rH l ` � l ,i, r>t-=k l. u.,R:K,.ac £ rc ,?x,. � v,n, AN. 7 h.�n.�2.x,N ,;,,.n,A4 rt iy. y�4 .. 3. v,.5 . 4 `v.l a,.P n .,.'MYx .. "{, a.c .*...q{-c , . „ F,. .. s `2 :,, M w.(:xi,= Cv F +..,-. . .. .; 3 ,. } N.mr .h $ ...•s . i ,. 1 u; 5My5;T,: SHOP DRAWINGS AND SUBMITTALS ARE APPROVED BY ENGINEER. �. ;a. � , " "x7�": , .-� „{ .,a .... � c >,-> " ;., . ..� _,x, , . {a= �.. :� . .,t . . 4�,,,€.�- .�` v ,✓, ,,e,r1 �1 r„ R..,, , �t. . _ �a� a �vq>� 4�-:.. . . .v, �+.,ry � „ A-615., .t f. .r „4 N€ '.s ..-,. . x' llr ,yr 2 „?S , >.. . ..,. _?. n.,,.. , 1N =m ..;,.,, ,r s ' ,.rv : a,1. .„.sa:",„ " n'- "y.: r. . rv .ab .,r/.. B. ASTM 2146— GRADE 60 (STEEL REBAR . ,«`w., , ,..k t. .. „},g, ,„? ✓4,-. 'u a A, „4'gd l . . ,,, /L , i v,iw,Fi ,,,•, rr,, ?,0 e> ,:4 X.,Na , nY q,,n,` a*✓, /:CIA N,n'4 ,y`*i .�., f r }: S a • r M1Q! i ) ..:.Y.,3,. 67 9 2. ,.`] „ a R �r� frrv . ...- .,.{ xr , ,3k . k . .. rcY � , �.,. •w,, n „ �a„ �, ., > � „ ,> .,r �„. � .. �'�,�s „,,+,.,a,+w,� , x•rz y.. ., s , ,rvJr�~w«hakx .,arCn { . , „„. .r ., ��t �„, 4 2. PUMP SUPPLIER TO SET FLOATS DURING PUMP STARTUP. PUMP ON FLOAT SHALL BE SET AT ru.. .:k �..-, 4 Y°n xn, to₹.."S:�.,.k*n i"x x.t,'"' `#far. , ,. , , _ - n. . , 2"Yx-c',4 aw{.a , {. rNv , . .yY},x..: '� ,,Y.5: "➢ , J.. , , i:. P.,-..,.(`i 'u xp;tv}�;ue.4; ,.oi}>. �e.'YM. c,:- r,e ;,.. L. :aysr av .✓fn .r :k. .+aw ... PT .Gk .. — ,�. a , La_ n.�£ . . . ., ,. . � , Y�* �-�� - �. }..{ry,y=t ~� y , , '_, ,> {t, , a�:r ,.z�,. . ;, <, , ✓ ₹ �,r" pig,, •� , � . ,,� ,y$ia ,�s„rv, , Y„ i� >„ _ , ,, C. ASTM 2146 69, TYPE III, GRADE 16906 (POLYPROPYLENE). xe h.+,5 t,d ..3%.:e,. 1 }R, .rn,}.vaG"5f:tYrrJfi'a�+.vr. dlS a„x. M'Y f jl ? '.xl.ym Y( src ..0.{'v�.`}.�r f�.i Piq . „J"dtx.Y n . , 4>✓ , ,d ,rvJx YR}`�figf sR^�, vri= :'._ ^ vf^"w. 'l n. .hl i .alr'.r"` ' ham . *T#:",n.j�,G� t'..e,..R.'�S.: 11;<a,Yrslxhl. 'F, 'a. P�Y1 r₹;:,rv„lAva+.,Y"2,. ti:,+Tu-1 „i 1. ,S^�pwi. 4 Y ,+1T 4C,y. Cc ..4 t r v t„v^ !^.'%1 1,ri. , yt4 §nfi,Y444 ,.. . OIM ,,,`Fry nsS h.n�::' �'.4 -.' , Yii,,. F� :_.� . } k . < rva. .� :' „' , � : ,:` .. „ . • ,.~_.,. .� ,, . . ,: - .,ab,y�.,, ,,�n`r,,� -� �a�.. , . s ,. ,T�,. �✓., r .bf /. _ ' � ,. ,� x, . , . x. NO HIGHER THAN 4903. 0 FOR THE LEAD PUMP. THE LAG PUMP FLOAT SHALL BE 4904. 5 FOR » » r.}. 'A.r r.,Lre4 t ...NY:a „fir.:� y. .,H, v'P,}.�W tiwW;,vYr, t- � .✓ea(( , f. - . ,,. . ,,ant i.. re ,yy�yi. - „+t ?+ firer!£ .r v: ;,y_. xP' :,:4 e, r. $p r. el ,^i L;,.tl, c;.- v ? pv�mfiv- Y...L ,,, ia. .;i „J,5M .S4ui'}Y£ a: .'h4.f;<' , h'r: �„ hh . 'Sr }^.. a,s¢[,?at44, z „ vr, r .,n-y.r4 .o Wr.- •5 \ i`.,1SL "43 ��k .a'Jy}.l"k'i,,4a'v4v"'rt,jy.r= ,.., .J.k -KK '. , 6 :, �5, §✓ 1 t ' }3, Yk �,...,✓ .R 1�1.W,.� :, .Ym b, K. '�v E. ..:: ✓),- . l #i $,., �r.1, XI Y &₹{u"4. � i'M.. < .e. . c �: v 4�",t,. f �, k^-�Y .✓� 3'"feA'; r, .:'Fil P .�.. ,. : L�S n�u�+ . . rn.. . 2. ALL PENETRATIONS SHALL BE CONSTRUCTED WITH LINK SEAL OR PIPE WITH « , m . , , . f,. r. . � v .4nvNN /�/, ,,,,., . � v,. ilk r, �p§` x , .% 1 �;t €}rY'�:,, , ; - . �,:. 1.,�✓.Y �.;� ��tx .r .. . . , _�s�, .e ,� ,, a�t� .k,4, 2. STEPS INSTALLED IN MANHOLE BARREL SECTIONS OR VERTICAL WALLS OF STRUCTURES SHALL w' b1.y,.e.- Y . »s% b^ `�'C`a�';rf}', sP ca- l4r}. . t,t,f�,, 1l4!na •. Ai;C✓¢:Y+zarv' SL +. y,R .�u,"� »N f:mtm.SrCi. ;"."}nr "•a 3...L::£ xa G'v .x<S':r '2 py�" }•., yi,l> "vYx x``3.1. t.:k}?"C:.rb"Y"�t•�°i `" n^c.;fa:iE[• .^'n BOTH ON . i" e ,,, ,r, ^ '• �y" •r Vf/KI> 1 :a Y`4^2R., "1M nr � O �• E.,,},N a an ,Y�a ,-1. 35,vrv' 'Y l Y nv.n y,YS ,r t lii4 }S+Yh i `-': ( hV 4 1 a::Y# , .'3. Y w3':.d"ny @Prl'4"�}:' ' rv .x�- 4641.W. ,:*,,-_ -.< .,,. ?<•�a, r - ..„.«: ,>s �s=v �. �, , ' . .<r� ,� , • , . Y �x:N HAVE A 9 3 8 INCH LEG AND SHALL PROJECT FROM THE WALL 6 INCHES. WATER RING. �, rt.- n . �/ x. . »r ' .x� ,V = .� x�,. � Yrb�,.;;,.��{Y °kr�.�,i��Ni4 �� r* �k� �� . �„✓.�" � t �:�x , ,r� ,�,,:.. 33� a vS''P, +,a v."', w+ a4,"y,'3' - n'ai lu .. . , y A rkl'a:. 0. ; , , ,. 4 , 5 / . a AlY .r "u." ., '. �•a�..: _~r;- , _� ,.. r.� xs-. , e, /�,:. �� -, f: tr �,`a1��:-,� �* k,. �r;4kn,, '� ;�_� x, � . �;�dw�,,� 3.�J , �, ..�,�: ,( Y�,1 :~k�..,.am37 �,.,.%jrj(�<,.A � �'� ��C}��;y'� 3. THE PROPOSED CONTROL PANEL SHALL: /5�.�,' nn �{.,. Y*:L .. ' .5Pi,':•. r .h� e:h.. .,r .v(h G,.��,e Y,,.: v'"� ia:,'Syai ...�`+y . ''?n].e 51 y,>tiC\ x n) .v h Y. 1."i�•' :9h •�*4,v,- 'aii), w ",iy vy, tip` i#:va*Y9 Vh0{y,YT' „"5 . ` „ ✓rjY x'�''W��2p�x *M1 fln'Yv9 y`fij�,'(�t� [`LYF .<,. , t, a x. YtS:. .,:G ;.tYTK'., ..m,. X,: nns f 4xroa ✓ ,. ,. xl' .. a k^J ,.1" S/G4'J-SY" A,7 . �1_ t n .ixka.�4 x'YP Y ` J: } : .,., 1' •'YA,5 e)) kt} v vl{i3: ,:; ,t4 � f. e z . 2'.. c..1 . ry ...,�."., "Yx.. , . ov�N ., , fid\' Ql r- .. .,- . . eY1+y,, , . .Y a4 .ryb".v, . :.,.:H. ...A r , tvc, ._T.vni Y» ,. A,. ,,.r. / u" ..,N..,,. t„ h. .v9r aratyb,: _a}iG s+F$f✓s`"-4"k +l1+ , r lb'fA.a.. r,�,x. 1{.ki° ,, r ,nY+4:. ",E'i .✓l, n k.:;. dir", w-rv,�ra"v,..1�.�,L': v r .f,,,,ae •Y. 2, . e �#�rv. . x x tv/=.n.... ka:. . . ,,vr. i� . ' ., V� .' .'k,S x. / 4.. *", �` - . ,. , �{x{(%„ «.,.,M, . ,, , . .. ,^t >,„ „_ . ,sf _ ;.., . . �e*< „ a'�>?r '�t`yryta€�t • �Y�, ,,,�'�,Y, gal ,rw:^�*' � . .. .♦r.=w. �r�, x,. , a. . 3. STEPS INSTALLED IN MANHOLE CONE SECTIONS SHALL HAVE AN 8 1 INCH LEG AND SHALL ua l,I ,.m SaY i.it] v1 '% "3 4Y ,Y„ vsa. .r<`�t'�. $,f E ;. „eM5ry r. fe 3. rv,` 1�y vV]V ,v " AY 4 n,il .. a}Yr .Nano}. �$..M✓� 6..,,, ,✓ ..,Yx , / x ry � rvy �3 . ,. ��.i�gF, %� a� . .F, :. P , � _ .:a ., �a <. r��,. ., „��wa~, ,. .- 4 �,� x,. . �. r,/ r Y , • < . , ^�,x,, � . z w,�r� Y, _ , . , , .a , 3.1 . BE INSTALLED BY CONTRACTOR ADJACENT TO THE WET WELL PER MANUFACTURER'S 4 G,w#i3J' 2002` Y,;c .,,.`,,,Y, 4:f4`.kS' ,Sitt'?'}':P '"Xa ,&i $J't rv,.:l` v', •4 . ~r. 4 rt a.}n .'\,.,. 'va, .1„ 5,. ,} Sn t^ R`xrt.-.4's!'. F`V , r ' a:d3'"r Aw , it „ a ., t .yy,`:5`h':n yys₹-.Rr a , 3. THE BOTTOM OF THE EXCAVATIONS FOR THE LIFT STATION SHALL BE ey ,r *.�..> ^..�. Na66mm�mm.,ba, .: , ,per. . .dnYE i ' - a :$_,., y , -�„�,yq�' „ >t� rvs.Y=�'a,a ,,., � �y__:� z � .., ^�� Ra' , � :=F . �. -��'> �^�� .),..�„� �y f .„� � PROJECT FROM THE WALL 4 7 8 INCHES. • 1N t•4Ar3>.re:f3„"iaVN.4 �'Yt4S i/ w₹.`"an, :``. `'L' "₹,n4yc '4,1, 5t. °Pr. -',5.. �'F`f at, ; Sz S'+ :'rkr ) i`,:'..v.t' . a,T" ti.'Tix,'3, Syi y YY,A• �' '. , v `u ...EZ]xe},:P.v- �4Y�. Fe 4 v n e.. rx„S4 .i'�',?y1,..::.- / ate, . . , . ,� ,�e., a_, R;xz - , �: � � , . ,, i� � r ,{� � " ��=;�r % , ��r;. <, .,. � _ , N,. i.'.s x, ir� ,.�1�� •r ,�.as ,��VrCyN'.",,,.R Y. k,:_rk�� ar,< , , ,d,1: ,. RECOMMENDATION . "� ,Y,, � .e, 'a.Y , -,>lkkrvc*{' ., ... a.. .,.'4, ', )'t. . . , ,. X`o r,r i,.-':..,. :.y.. 14 .. S ,,,?P' ,ti ;: t, .r P.n .,.i . ,a. e. -- R .vro v \ ... P3t...ti a..„.ww''£'ic ,� ;r, ., vb r J^l � T., ;.. .. a n.. .e. �.�,... . a ..n� r'q,,: .v ., �/drc> . . :r(%.., .. " , n? .n. r r, rT' _ , ku,".'i% r..,•D,Srv' ms #3.«y`s ., COMPACTED TO 97% OF MAXIMUM DRY DENSITY ASTM D-698). � � � , x , sue err � � � ,r , .' 1�5 -> ^� , N ='�",x .. r " ". -•r ._. .._. �t•� r . aK , ,., _ . � , e,% x .✓. �. _ _ _, ��., . :. ( *4:“€#'Y, . . . .. ,,. «c��, %c .r- px ..,, _" a ,_ ,r, ^ . - -, ' -' ..<..axns "a✓ .. " " k Y =a`' w `� =reig - . r. k .,4:, .' LEAD- LAG4. ALL STEPS SHALL HAVE A PENETRATION DEPTH INTO THE WALL OF 3 3 8 INCHES. fir,. r-,Pjy� r�5-y � „�,yy ,€. 4 G5�1� „a �k„ ��, ,,.•�� E„€.. .,", v€"3,7�},mw - ��-��,� , , a �.� . ,s�;.)#,.,....�, at, :�ryf �(�T��v.�„ }µ,��«��` n��i �;},;;>4, 4 ��.Y.�x,�w• 3.2. PUMP SUPPLIER TO ENSURE BOTH PUMPS ARE WORKING AND CAN PERFORM / 'r{..:`w .... ,m// ¢ ""Ys"+v'Y,�' f, 'th"I `E.C{ Ye/,}vax4'w7p 5�6,, ua ',re" �r �kbY,r.+'?e°.va', 4-y{.}rva,y 17 My x s,&�'. -, ,p.-'f.4.5. Y.£",-,74•, .. na 5.- ^ - ,9£uL• ' `4l"4..; sYti" n+115w��✓^j.�i'' v1, ."':'"' ++,,,E...;!,4 k^.e .u, y'� ,§.-4, . .ry v ,RSss.t'�,,,5.YcYe"*4trPC. :. ^yrx'..SbJ i a,�. .a., %i. • " x+ 5.., n,7- ,A., ni''rz 1 . vvet Nat . , xT»'U; -, ,... .fY'vRRxnrvs! n P142-vv T,}a '.¢ n n Vii. . r ' := .a. ,.u., . , tr ,r Y� x ,. ,,. . . ..a - OPERATION. IT IS ALSO IMPORTANT THAT THE LEAD PUMP SWITCHES PUMPS SO THAT THEY <; ,. • . . . �_.:-� c ,trAA L Is. " • , - .,mace.,.,,., =s i,.= s'f„ cigl V, Es . a GYP,: , « ,.A < s .R 5. STEPS SHALL BE INSTALLED BY THE PRE55-FIT METHOD UTILIZING A SPECIALLY TAPERED PIN .Y r4. . ... 1:, 4f4?; Yva� vY,•9'-, o- '¢` ...Lv., .9a ..,x. ..,. :. i'-.y a; - r . ., 1 . ..ec• . " s..nt"!}ry _ , : "Y2 '3nY"r .,:.." .. -.R.g n ₹x` . 9, x d. : :x i r i cby.^ dP� c„nµ 4. FILLETS BETWEEN INSIDE WALLS AND FLOOR OF LIFT STATION SHALL BE o ..•••, , . , ` « <,44.. , h. , . -- - : • N -,,M 7 i . eitve , . tx . , a.. r < -,, : , N ; , , :,,, Y ,.,=r # ,,,, r,s, & ' N" .. v.a3.S ` k.z.. '.. . ^„: ,,. „..„:,,,,,,,,,,.,„4„.„,,,,,,t+,= 5 r,a xY : " . y .N,. x pc. ,;-. Lac = , /i",, b ,, TO FORM THE INSERT HOLE AS SHOWN FOLLOWING MANUFACTURERS RECOMMENDED PROCEDURE 'max{ . ..._, "„a>, ,k * 7rf.Y ` , '� � ,. , , 1 , � .�..i,az .ww ,tjMigg ^zfkx . . ' Ret 4.' ^ , %5 'rms EXPERIENCE EQUAL WEAR. .C..t . '4:4. ./ . - rF ,F? 3Mr. ,Y x.ate`M:'.'.T5t,.T.i ` ',y#^s? 1 .t y [,x. fi' 5+een ,_J".V = ;9)„a w..u2e"is«ss Y . . > rN rce ah. . .Tt `Y'. e ',v.:flan.,5. 4.. t, i Y... W` 04-tt , .fie %4TY9/ a ) Y4 -2 . '1"^..Yf.�.3n E: - cuff y`, if Tl A^ e , , F.!,b,.4., x.,. f.. r.P,n A S3'}/ `""Y -.U/{.:ry 1 .M r.' .r?I'W',iN ' Y 1 "S •• '.' . . .J "9✓ . .r,..,'.\. . , ,4 \ vY2[n.Knl~f CONSTRUCTED WITH NON SHRINK GROUT AND AS SHOWN ON THE PLANS. s.„., .. J .1 avfl .iEN : . . < ,; • , ,,, . , •a . .,.. . , : _rvP< : . . , € n ," sr _ €tfi " ' ,'I u ^ 0:1 It x, , " *=^ " r€'yet i � r t w '-< .~ YA,€ , _ ;''gh!� , rv~ 4" '._' C ,x : , ( ` " = t .• 'x „, ,, ra' tr.l1V' ^ 't, E.T. OWNER TO DETERMINE NECESSITY OF HORN AND LIGHT AND SHALL NOT BE GROUTED IN PLACE. ,�n Y i ✓i �e'F�,ty ,+, L /Y"ry YY\� x Y, 4`"a e.a ✓ J, E .i. ,j � S , S) Ri Pwrvv ,. P ,•.. : f v'^.Z S r v rur .+ N"."r��1h hP jx 5V , 4 :j'2 v' V'YV{» Y..nr. :'1;.t, .Y �l.rnJ G, :.+, . 5. P i' Y :.-..%.... nlv(X� RrcIS.> Y'e } = .14,, , r Y ;:;gr CMF;'3'a"'d. , 2tl4 r . : a ✓Yk ""ry i awa :.: ,., /3�Y ' Y.'N SS ,✓4 :,=4-::PI N Y': IIV..•iG,r� v ' . Y. (V ai\Ri -. iPr#I La ..'. \F ".rfM � Pi� . , i a\H lY <J:Y ASN ..4�WV #N Sm 1 .N, i'�b.IliY�,qt X`M�iy nI:3F'ae., ,�J , . €x<: . m, r, 'Jn.., < ,a=lu. :,a,. •4a rc l ,~ sic = a. .,w �. t ._.„fir n, •,. .,Y , ,,Yxi.tiCR , 14:. 44?.,.- 1_ '.a.rY , , * ₹a % 6. INSTALLED STEPS SHALL BE CAPABLE OF WITHSTANDING A PULL OUT FORCE OF 2500 LB. PER VR ,`l\ .a r'C„ '?:.e;a.=`i3 4i, -ti+44W.;{v 3Pslxxn ,Y`c , f" as 'S a ,.,u.,,Yn ,K_S S Y1+W.. . y 'r'w .n'.4f:r +tN. 3M1, Au"':Y `.0 bs, w IYR hRe "f✓ wa+l`rt'M`.vri''} k 5. PUMP BASES SHALL BE SET IN NON SHRINK GROUT. � A vu ,(N v� 5 l +,. tr+ CSC-;lwo.r n}'Y F` .u£ °Ax r$:Jm' Y ..r.} kt xry nvs.,,,, `t 4"a V.-0-004'00PY a^"tPf�fii�:v';-i% nw1`ar r✓v"�'ia{.T. y �.,,#�'J"1'"��v�E ,Mw YC wa4 /...,µ y..yr{iq ( u4 ro y. . £ -w. v}.[vv +`s-x:P 'Y ! a }rJS"�, r"' ... sT W'P c'�,.tf ,Y 'tt3 Y'.V't rvi/ ,r FCi� +'f'v'iR 5s . .rz '.S'f^ '#C rf':p'G.'.i ✓5"'Y R � & dd��MM,,SN„(, [ Yvv'..r-n rN .*, Y ✓,R3 cP' ;s'trih` 3SY R •21' .aY$`SN%. xry t & '*'4k 1` :!d`A , �.t,y, n , v`Fro/ s .W '!' lkiF" 1P` '«'`:y''-'^`"qx ,� , ) ,A nr� . .��`rc Ny j 5 ?� �t�ay i,E LEG FOR A MINIMUM PERIOD OF TWO MINUTES. FfR`t..-l^i. U„'... 4"' ��f.yy�^3,I�.' vYY((:°' y . P. S. Yv rT`^1a+ 22YYa{ SY tT $: . ,'FR3 fi .d %.�:]1.. ne3T1 "w. } i N}A+"� ;^•C�'.V�` "e"- y x, - '..i.- urt`M•p,fi,'5h,.� '^h' 'Y 3+3S..• i y i`ryrvvV�{^.� 11=x`:. ,le, a '�, .:.5. "i;`''✓w'� a•��".�.}: ��<, ae}.'3`a"xF.YFr4rc S �•v%,4'a. d �x ��f 4. a ' ' .. ^ '... JN 'YY`,.:., �"�„,+�, v RY[. �- ,*',�� f:a%..,F.t.. ......c?r.. �M C.:rIN.''i1 .-r,/ vlr'; , . . =r.W „ � t. .�,. stye=..:.r v,Sr� .... - rKx'E3.`.F' ..rc .� '�5.2Y4 o x'",t,+k4 i{. 4 rc�vw. . '.Yrrcw , i1S*�'Tjy �.J=. , c P, m„ , r . - 'a .,• 7. PINS MUST BE SMOOTH AND CONTINUOUSLY TAPERED, DIMENSIONS OF THE PIN AND THE INSERTED rr$'fi ( n_. . va,', R; Y�'}Y. 'Z"' - � "%i., 'ae5 ,4. . is v,","`,� 4�'v!+Y. "q trX .... >� „..ii. :xi : .E$, - l: "✓ i ". ' ah,." , }' ,r" yv1 ., tt .n,v #�,'pY? 6. SUBMERSIBLE PUMPS SHALL BE ABS MODEL XFP100C C61 OR APPROVED P17: Pr ~ L" 1' ,.,,.., '5-4Ex , T" `EI- � ,„4d« , ^ . '' ;r .,.-/ .,- ,, " „ }rr ,,, . ,ti • , " b : , , ^ , ",„ ., ;a �',.:� y � ,„ nfi,�,<�,, � r'� rt�"� ,, � t , PORTION OF THE MANHOLE STEP ARE TYPICAL ONLY. W.M.D. INSTALLATIONS REQUIRE AN MATCHED 4� rz »ur + Y, EQUAL (SEE MANUFACTURER FOR DIMENSIONAL DRAWINGS). PUMPS WILL � " , Y " " Y % „ • COMBINATION OF A TAPERED INSERT PIN AMD MANHOLE STEP, AS RECOMMENDED OR REQUIRED , s, " 7: 1 BY SPECIFIC MANUFACTURER OF THE STEP TO BE USED. ALTERNATE OPERATION WITH EACH START (MIN, RUN TIME 2 MIN), , :k _7= - fiat" 14ASIS,<,' • ' ` rv. ;r 4t ^a r1. 4 ' 1 r2 . - . { x= P`. ,''S> fen, <+>~.sw "`� `Y ' zr + . "°efi,:e„ v=4^' `,� , .�%^ `. ,,S..y ` "', .., . :(rn m„ ,._w , - _ , , .,` �v'�..i: . '�.� : "! , ^si- , ,.. % 12 INSIDE DIMENSIONS _, :,xyAfalfr T4 EE a ="' k ": yv,.' !xrK.rv'"-'micro , ., .x, 'Y ,.a. C x. .+ .rtW'?,'+4% ".S�., ,. t v ,l, ya�uKtl.!F, +d1.:bH _ ix'fi P" S N 100144` Y"r ' k., , {� . . .,„ w '�„ )14i a r[ ,rh,: p. , x. . ;,r sg„.q {. �, nss . s .. ,,, , r :w c,' ' 8. STEPS TO BE SPACED PER CITY DTL 300-02 (SEE SHEET 16) & SHALL BE IN ACCORDANCE WITH AASHTO M199. „e ₹.. 4n%.,, R. Yi.-�* .,Y ux6rAf n r a1' ..^r- 'St bC'YCc..:: tirNiLu, . f-Agt.{Y/z 4,,,ry•� - 'l(..nk 'r" d aR , t r" Y __-i •*,4 >¢'44,1 •i;s ",<-; x.,' 7, CONTRACTOR TO RUN SINGLE PHASE ELECTRICITY TO THE PUMPS, POWER et44- „1t%xtr „.400x . `• . " '4, , N y,S>a y, • 'n 'fit ab ' ° . ' ' _. - so.o° • x .s�' ~Ac rE ,` tiny ,vC,4 y,,+. „ 5.t. r��. « R q",4-44 -.l a wo�w,,`�� A.',S. .Ji. 3 �t^Y•r: a:.•.s' a4 j` " . m5 .n e:. +s' t +- , ,.0* . .'~i 0 ,;,''xr V1z' 'a a,a,+'z t. .""sa'/r,VV.7e:+0++'. ' ;'T,0.1 v Att qx . w t.` .- ,4b{ie .V.: • ., { c r x!;.4,w ', ey"v k. nT s lM + 4, 1 ,4%s :t++{s is ,..+ f t .+ .I-..x , x LINE SHALL HAVE A MINIMUM BURY OF 3 . � . .. �� <("`� � Via. �' � �" '' � � �� `*� ;l �y}y a x�P y�� , .0 t as �9a r'4 tx is h m 4 ry-!� r N" S rv` e. 5'^ '.R' '4.,,v d•�. M a 3{ Y Y..'.'.c.m. P'Y.°,"�.x} �E,awM�nY4+fWatE dfj 4.vr 'wa . Pws a-.3k Y✓nr ::a.µ 2£ Y� a°'n � S cY ,. � Sw ry+>�A dx ✓r Ke�x Le.3 x5,v# hx krbfaa 5' �+YYRr i'•j §mi("�Y , .r'.� ..�lA{...,Zu1^ {Y+fl?rt�✓C��12 R.,i'S?Y�M`yn4+"`ea.t, ✓ 4 . . r . Y SP m. STEPS I N LIFT STATION si 6.0• 8. THE FOUNDATION DESIGN OF THE OFT STATION SHALL BE APPROVED BY THE7 } I NOT TO SCALE GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION . 9 . ANCHOR BOLTS, FASTENERS OR OTHER EMBEDMENTS LOCATED WITHIN THE LIFT moo" I 27,1 " STATION SHALL BE CONSTRUCTED OF STAINLESS STEEL AND SHALL BE CAST- IN -PLACE OR GROUTED IN PLACE WITH EPDXY GROUT. 1 10. ALL ACCESS HATCH SURFACES AND ALUMINUM PARTS THAT CONTACT - 42'0" CONCRETE SURFACES SHALL BE COATED WITH COAL TAR EPDXY PAINT. 6' INSIDE DIMENSIONS 11 . MAINTENANCE FOR THE LIFT STATION IS RECOMMENDED AT LEAST QUARTERLY TO REMOVE BUILD UP OF GREASE AND GRIT. F- 15.4" g } 14.3" I_ I 0 APS 300 OW DATE DESCRIPTION BY (300 P,S,F, LOADING) PARK ENGINEERING Xi 23 1 /4" ALUMINUM HATCH THAT INCLUDES W LOCKING CAPABILITY AS 4" VENT W/ SCREEN CONSULTANTS MANUFACTURED BY U.S, 2 o o FOUNDRY AND MFG CORP. 420 21ST AVENUE SUITE 101 STAINLESS STEELOR APPROVED EQUAL ASH iaa0 ( ) LONGMONT CO. 80501 (303)651 -6626 $ LIFT STATION PRAIRIE RIDGE COMMUNITY CHURCH VAULT DECK SCALE: 1 /2" =1 '-0" EXCESS CABLE TO BE COILED ON HANGER AND SECURED WITH POLY WIRE TIE. PUMP 0 LIFT STATION DETAILS CABLE HOLDER N.T.S. JOB NO DATE CAD NO SHEET NO 632-3 I 9/10/15 I 03230S01 I 2 OF 2 WW LEGE \ 3 r0S, `V N PRAIRIE M[ I1TT [ R \ 1-P0 AN 1-PO AN + DECIDUOUS SHADE TREE � v"�I I r � �srorl � iJ `� y co�o r n Do VI MiY ., v w " v v " v w " v v w v " " v w " , v " v w " v v " W v W v " W v W v " ., v , " v v W v , " v W v , " v v " ., v " v v " " ` v " v " , W " v W v " " v " ., v " " v " W EVERGREEN TREE , . . . , , . . . . , . . . , , " . . , . , , . . , " . * . * . * , . . . * , . . * , . . . " . . , . , . , . . , . . , , . . , . . . , . . , . . , , . . , + ORNAMENTAL TREE 8-PE° AR IIv " „ v " v " „ v v " v v 9-FA PA 29 MI SI " " „ v " " v " „ v " " v v " 0 THINKTANK DECIDUOUS SHRUBS � � � 1-"AC�TA s t u d i o .'. 1-RI` FO... . . ' ' . . 0 ORNAMENTAL GRASS , . . . , . , , . . . , . . , . . . , , . . , . . , . . , , . . , , . , , . . , , . . , , . . , , , . . 5-PR BE . . , . . , . . , , . . 29�PA VI ®" ��O 15-MI SI — architecture urban design interiors " " 4.46-®d6 �� " " ., " " " " W " " SOD 6,810 SF 0, 4W v w v v v v W v w v v v v W v v v v v •. 660 �� .. v ♦ ��`��4Q@0001II0�044:D v v v v W v v v v v v W v v v 3—Eu* A� �e° ��i 2 AC FR " " " " SHREADED CEDAR OR ROCK MULCH - 9,362 SF V " . . 1—AC GI , v - - v - - v - , " v - Munding Design, LLC �� FUTURE 4—AC FR " Irrigation Design and i, _ , _ ,, ,,W " " " " " " " 21—PA VI PLAY ! NATIVE SEED MIX. ARKANSAS VALLEY LOW GROW SEED MIX. INSTALL AT 25 Landscape Architecture ®tI 201 W. Chester Street, _W " AREA 6�6 " " " " " " W " " " " " " . , , . LBS PER ACRE. - 35,799 SF 1-AC FR a�° G � ,9—CA � Lafayette, Colorado 80026 720-273-3884 6� " " " y 1—GL SU 12A AC � CRUSHER FINES - 516 SF - " " " ® elt " 1t—RO KN 19—PA VI 9—RO KN 3—ELI AL 8—RH AR �� " �� — � ' > �r !�j ®, +� . . , 1—MA IN a, H a , 1-AC"TA LANDSCAPE NOTES v v v i, v v v v v ♦ X9,6 9 0966'00 v W v God—....� , c " " , , " " " " " 1-AC FR 4—RO 1 ?t!ROKN � � " " 1. ALL PLANT MATERIAL MUST EQUAL OR EXCEED THE STANDARDS CURRENTLY REQUIRED BY THE AMERICAN 4 424-HE SE >� ASSOCIATION OF NURSERYMAN, ALL MATERIALS SHALL BE NO. #1 GRADE, NURSERY GROWN STOCK. " 24-HE SE „4°S . 4 EU-AL" v - 1-AC TA COLLECTED MATERIALS SHALL NOT BE USED UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. ) 0 Nh Y P� we PO , � OW. Q ." . ,, " , . , " " " 21—HE SE A W- 2. PLANT SUBSTITUTIONS MAY NEED TO BE MADE DEPENDING ON PLANT AVAILABILITY. ALL SUBSTITUTIONS > 0O ".'. -" ., , " '. * '. " v'.' MUST BE APPROVED BY THE OWNER AND THE CITY PRIOR TO INSTALLATION. CY OR " �' 21-HE SE 446 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS OR LICENSES REQUIRED FOR THE > H 24-HE SE e°°' 18 CAY .AC . - PERFORMANCE OF THE WORK AS APPLICABLE TO THE PROJECT. EL Z O " " " 24-HE SE 1-AC TA 6-RH ARC " 10-RH AR 1-AC GI 4. ALL TREES AND SHRUBS TO BE WATERED USING AN UNDERGROUND AUTOMATIC DRIP IRRIGATION SYSTEM. O 10-RH AR 3-ELI AL 13—CA AAC �`� 1 , TA 12—RH AR roc- "j•yI oaeea w v ALL TREES AND SHRUBS IN NATIVE SEED AREA TO RECEIVE PERMANENT DRIP IRRIGATION. ALL NATIVE SEED 0 U . v 1—MA IN t a �%® �� a � �°� 8—ELI -AL " - TO BE HAND WATERED UNTIL ESTABLISHMENT. 0 O 5. CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. QUANTITY OF n " ete " PLANTS SHOWN ON PLANS SHALL TAKE PRIORITY.i �� 0 III . . . " 23-CA AC ' ' . L0 9- PR KN 9-PR PA ®4 14-PA V5-PR PA 1-AC GI %�'� � O JD - . 9-RO KN It ' PLANT SCHEDULE k - "' " '" "' " ." - - t 2-AC FR 2-GL SU Q —"""""""" """"""" " " 1—MA IN Botanical Name MATURE - "-" -" - " 4 - " " -" . SYMBOL COMMON NAME SIZE HEIGHT & WIDTH EL yv � " " . " " " v v " " v " , v " " v v " v " " DECIDUOUS SHADE TREES: n_ AC FR Acer x freemanii Autumn Blaze BLAZE 1 1/4" 15 GAL CNTR 50' X 40' 1—PO SA 1-PO SA 1-PO SA 1-PO SA AUTUMN BLAZE MAPLE CE OC Celtis occidentalis 1 1/4" 15 GAL CNTR 50' X 40' WESTERN HACKBERRY � 0 30 60 90 GL SU Gleditsia triacanthos inermis 'Sunburst' 1 1/4" 15 GAL CNTR 30' X 30' r,, \ Scale: 1 "=30'Landscape Master Plan a n SUNBURST HONEYLOCUST PO SA Cupulus COMMONSargentiCOTTONLESS COTTONWOOD 1 1/4" 15 GAL CNTR 50' X 40' SCALE 1"=30'-0" PO AN Populus angustifolia 1 1/4" 15 GAL CNTR 50' X 30' NARROWLEAF COTTONWOOD EVERGREEN TREES: DIG HOLE TWO TIMES THE SIZE OF THE ROOTBALL. PI PO Pinus ponderosa 6' B&B 60' X 30' DIG HOLE TWO TIMES THE SIZE OF THE ROOTBALL. PRUNE AS DIRECTED BY OWNER'S PONDEROSA PINE COUNTY SUBMITTAL 16-MARCH-15 REPRESENTATIVE. DO NOT PI PU Picea pungens 8' B&B 60' X 25' FINAL LANDSCAPE PLAN 29-MAY-14 NOTE: SET ROOT BALL OF ALL PRUNE OR DAMAGE CENTRAL COLORADO BLUE SPRUCE SCHEMATIC DESIGN UPDATE MAR 14 TREES 4" ABOVE GRADE IN LEADER. ORNAMENTAL TREES IRRIGATED AREAS AND AT GRADE TO �%� o� WRAP TRUNK FROM GROUND SCHEMATIC DESIGN UPDATE 10-MAR-14 2" ABOVE GRADE IN NON-IRRIGATED 1K � LEVEL TO SECOND BRANCH AC GI Acer ginnala 'Flame' 8' MULTI STEM 15' X 12' SCHEMATIC DESIGN 2-MAR-14 AREAS. MODIFY IF SOIL CONDITIONS WITH 4 INCH KRAFT TYPE FLAME AMUR MAPLE SSUED FOR: DATE: CLUMP WARRANT. INSTALL A 5" HIGH BERM TREE WRAP. SECURE ENDS EVERGREEN SHRUB DECIDUOUS SHRUB AROUND TREES TO CREATE A � _ WITH FLEXIBLE TAPE. AC TA Acer tartaricum 1 1/2" B&B 20' X 15' WATERING BASIN. BERM IS o 0 r TARTARIAN MAPLE COPYRIGHT 2014 PLACE SPREADING PRUNE AS DIRECTED BY " THINK TANK STUDIO, INC TEMPORARY IN IRRIGATED AREAS. MA IN Malus Indian Magic', » REMOVE BERM AFTER TWO THOROUGH EVERGREEN SHRUBS ! \ \\ ` LANDSCAPE ARCHITECT. 1 1/2 B&B 20 X 15 THIS DOCUMENT, AND THE IDEAS AND �' GUYING SYSTEM: A� INDIAN MAGIC CRABAPPLE DESIGNS INCORPORATED HEREIN, AS WATERINGS IN IRRIGATED AREAS AND PERPENDICULAR TO SLOPE MULCH MIN. 6 FEET LONG HEAVY DUTY WOOD OF GROUND. LEAVE �� SET SHRUB PLUMB. DECIDUOUS SHRUBS: AN INSTRUMENT of PROFESSIONAL SERVICE, MAY NOT BE USED, IN WHOLE POST STAKES WITH 12 GAUGE GALVANIZED ENOUGH SPACE UNDER i� - OR IN PART, FOR THIS OR ANY OTHER -- STEEL WIRE GUYS SECURED TO TREE WITH MULCH OVER MOUNDED PROJECT, WITHOUT THE WRITTEN MULCH FLUSH WITH SOD ; BRANCHES FOR MULCH. / " RH AR Rhus aromatics Grow Low 3' X 4' CONSENT OF THINK TANK STUDIO 1 CANVAS STRAP ABOVE FIRST BRANCH. / BACKFILL. BUILD A 4 GROW LOW FRAGRANT SUMAC #1 Cont. AT EDGE. PROVIDE 30" WIRE TO BE TAUT BUT NOT OVER TIGHT. MOUND BACKFILL UNDER BERM AROUND SHRUB TO IV[ MIN. RING FROM EDGE OF „�;1��",'1ROOTBALL. _ CREATE A WATERING BASIN RD KN Rosa x 'Double Knock Out' 3' X 4' BARK TO EDGE OF MULCH < 3•" MI '. 30" MIN. FLAG WIRE WITH 1/2" WHITE PVC PLASTIC IN NON- IRRIGATED AREAS DOUBLE KNOCK OUT ROSE #1 Cont. CHECKED FOR QUALITY CONTROL PIPE. REMOVE CONTAINER, _� SPLIT BOTTOM 1/2 OF ONLY. REMOVE BOTTOM 1/3 OF �� CONIFERS TO HAVE 2 STAKES FOR TREES PE AR Perovskia artiplicifolia 4' X 4' BALL, SPREAD AND PREPARED BACKFILL #1 Cont. APPROVED BY OWNER WIRE BASKET. SET TREE 6 FEET AND LESS. 3 STAKES FOR TREES PLANT MIXTURE: RUSSIAN SAGE IN PIT TO PROPER GRADE ABOVE 6 FEET. DECIDUOUS TREES TO 1. TWO PARTS NATIVE SOIL AND PLUMB. REMOVE G PR PA CREEPIPrunusNG b WESTERN 'Pawnee Buttes' 1 Cont. 18" X 5' � HAVE 2 STAKES FOR TREES 2-1/2 CAL. - FROM PIT EXCAVATION. CREEPING WESTERN SAND CHERRY # REMAINING WIRE AND ONE STAKE ALWAYS IN DIRECTION OF N 2. ONE PART BIO COMP BY TWINE. IF PLASTIC OR EU AL Euonymus alata 'Compacta' 5' X 4'/TREATED BURLAP, REMOVE 24" EITHER SIDE PREVAILING WINDS. REMOVE STAKES & A-1 ORGANICS PER SPEC DWARF BURNING BUSH #1 Cont. AS MUCH AS POSSIBLE / GUYS AFTER 1 YEAR. SECTION 32 91 13. OF BALL AND BACKFILL. IF 3. MATERIALS TO BE FA PA Fallugia paradoxa #1 Cont. 5' X 5' THOROUGHLY BLENDED. APACHE PLUME REGULAR BURLAP, 18" ETHER SIDE BACKFILL 2/3 OF PIT. PREPARED BACKFILL MIXTURE: OF BALL GRASSES: REMOVE 1/3 OF BURLAP 1. TWO PAARTTSBIII:T IVE SOIL FROM PIT AND COMPLETE BACKFILL. EXCAVAO . CA AC Calamagrostis acutiflora 'Karl Forester' 4" Cont. 4' X 2' 2. ONE COMP BY A-1 ORGANICS 'KARL FORESTER FEATHER REED GRASS PER SPEC SECTION 32 91 13. UNDISTURBED SOIL 3. MATERIALS TO BE THOROUGHLY BLENDED. K SHRUB PLANTING DETAIL HE SE Helictotrichon sempevirens 4" Cont. 3' X 2' - TREE PLANTING DETAIL BLUE AVENA GRASS LANDSCAPE PLAN 1 �� MI SI Miscanthus sinensis 'Morning Light' 4" Cont. 4' X 3' MORNING LIGHT MAIDEN GRASS \ PA VI Panicum virgatum 'Heavy Metal' L1 .1 HEAVY METAL SWITCH GRASS 4" Cont. 3' X 2' JOB NUMBER 10-100 z1 I I U) cn' XI wI_1 L — I II I SABLE AVENUE (CR 22) �n EXISTING 4" W/L 1 • EXISTING 4" WL _--n---q-_-q--- ---q-_-q--_q---n_--q--_q---n---q-_-q--- ---q-_-p--_p---p_--p--_p---p---p-_-p---p---p-_-p--_p---p_--p--_py'1--p---p---p---p---p---p---p---p---p---p---p---p---p---p---p-I-- ---p--- -- --y---y---y---y---"'---y_ 654.41' - - �‘ ISTIN " W/L ` ASPHALT — --- --�A__JEn— 9 1 122 - -- -- -- -- - — -- -- -- -- -- -- -- -I — _ 7r i cD b, 594.56' I o+� \ _EX�STINGv12° W`L __v_ • _ _ 2 I: 2500 GALLON TWO I I I COMPARTMENT r-- 2`CONCkt I t PA1� ` \`-- I I I I I 8' WIDE CONCRETE 11 0 I ABSORPTION BED I�SEPTIC TANK �__ : I I I I 1 CROSS PAN -- J rn I I 30' EASEMENT AS 10' WIDE -_____ FF EL. 1 STORY Loa; REFERENCED IN THEIDRIVE RAMP 4910.38 FRAM ch _ I LEGAL DESCR I PT I❑N 5' CURBWALK WITH 1.5' PAN I� i a I I CATCH / % _I I I I H / / 1 I IEXISTING 5/8" METER TAP Lc —r h _ ; /; YTO BE RELOCATED 1 2' WIDE ;2' WIDE COVERED CHASE CgTC / % --, 711,1----4-- pi OPEN TOP ELEV 7.75 p I 1 I CHASE / I --v— ASPHALT-------jr \ \/ 1 II I I I I1IP I0 I in o;;VG FF EL I I Z to ta II N a" Pvc s s J �s 4912.26 I wh 1.5 WIDE .d N I GUY II VERT. CURB 1 J Y Hr7 2 CONCRETE _i F EL F EL 5 SIDEWALK HIn ( ) 49 0.38 I ��PAN ® 1.16% TYP. ISLAND ¢ + --1 49 0.38 m �r RAMP L--- -- r-- J 11 II I • M U I I U w w I / �, r=�' FF EL. 4912.10 LL==== I I T zv I Iy 1 E-4 I IN a v �• I I l- `.... ff _ I I I 14 £ i? Li INSTALL Tim I I By I IX Li z 1 O INSTALL FIRE DEPT. 4 I 1 Iw a I �_ 4" FIRE LINE CONNECTION $ I ` ' J - I I I 1 iLL INSTALL i I I U I 3 J 1" WATER SERVICE _ -- A I > Z I 1 1 I % U) 4910.38 4910.38 FF EL I I 1 I 49'0.38 1 1 C > 9' CURBWALK WITH 1.5' PANT 1 I . I I I 1 I I /rSPING ...., 5' CURBWALK WITH 1.5' N � " - J I SPILL l �J • a 1 1 I � � � ASPHALT ...A... �� A... 11_ 4.A...A...A... -T.�►�M.AT4 +rAr(y!MiFA�+�: y I\ ASPHALT A�� P r INSTALL 263 L� OF 6 PVC W/L ` ' __M___sr___n___M___�___nl o I P ATCH CATC 2' T. CU & GU R I I ROADWAY IC > I -s. _ ...t::- _ 655.04' INSTALL 45 LF OF HANDICAP RAMP �. 1 I INSTALL £ > I I 1-FIRE HYDRANT ASSEMBLY WITH TRUNCATED DOMES 1 1-6" GATE VALVE 1 I o I I 1-90' BEND I ` I ' 2—THRUST BLOCKS m 1 I I 1 I 1 cI ( RECEPTION NO. 2557834, WELD COUNTY RECORDS) RESUBMITTAL 2-01-16 PARK ENGINEERING E:p CONSULTANTS 420 21ST AVENUE, SUITE 101 LONGMONT CO. 80501 (303)651-6626 t PRAIRIE RIDGE COMMUNITY CHURCH 30 0 15 30 60 MASTER UTILITY PLAN ORIGINAL SCALE: 1"=30' JOB NO DATE CAD NO SHEET NO 632-3 8/26/15 6323BASE 1 OF 3 ZI I I N> XI INSTALL 76.66 LF - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- LLI I I I- - - OF 14x23 -f - - �/ l 4909 f/ I �� - 4917 4919 6�6b IRRIGATION HERCP �/ 4g 487 1 I - -4915.- 8�6t ��6 0.50% /0V 4g�3 �2 NIX / i t 4914 INV IN 07.66 / As7Q SABLE AVENUE (CR 22) ;; ��` 4sos EXISTING 4" WA - . I • _-_ XISTIN 4" W/L - INV OUT 07.28 _ - i - - - - --- - - J - - - - - - - - - 654.41, - - �� N� ' l�XISTIN 12" W/L -- --- - / I^__-^-- I ^---Fj --- -- -- ASPHALT o% 6 11 > > `- � - --ji- --- - -- --- �� 4910.- - I I I 4913 -- -[- --4915 - ^--4'"-L--------- I - - - - -. . --- - - - - - - - - - • - - - ` - - =•_=-=-_-..----.-.. i 1 r £l6b 1 0' f .. —• --. .. ��— .. —. .— .. —. .— •• --_ —_'=— "-- -- -- -- -- -- -- -- =-=- -- -- -- I I 1 -4910-- , 4912 II I __ � -^ 594.56' • \-- --- � �•\ _EX�STING�12" W�/L _ — ° irk �_ ---- -- -` \�\ I I — I ��^- -- -4910- I .. ' - ,.• \,� - - 09 � � - - - 9 \ I i I i ��p _. .— .. —. .— .. —. .—. �g06�. . �� y — b— 4sos — �/ 4s�9""a I . .— O'606ti s.. 0'O l6t 4909.0 ..877 I I / / _ 5 ti 4909 V 4908 I .— ..— .. —. .— " — o • 2500 GALLON 2 CORCktlt PAID - %�% I. 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FFEL. /2 CONCRETE 5' SIDEWALK it__4. (TYP. ISLAND ) 49 0.38 91.849 0.38 ��PAN ® 1.16% „- 1 q 1 - -4905- -- vv ��T �X y o ASPHALT ° Im o� -- -- rr �� ry I I N A .-. I��G ;e-�tll'S�6'•w'l' SI RA�v1F�• O 1 °•-- ----0 II I II �� I • N -� �F�i� iir :r D ,,0 Dry 0' I 0 9061' 0' _ �1 U I I N "L`� ��:�11:��I 0• 'L N \7.- '� •9%0c° 11 \ IL====� 11606% 1 N L,_I c_i _J �A �4 oy \ FF EL. 4912.10 0 �I 1 Nom` - w I n OD � n � — %. \eAw `lc) r= \ II ^2Q • "� I r —4sog� cu v it Q 10 ¢ A�N 0•1 scb y 04)o .'% I \s • \\ Iy ! I N I INC --N N.titi rn co � o %' t L ° Ze \ I I I W I Iz u \\ zLi * 6 ICI ��I °� , \ I 0 I H 1 IN J J co Dc I 1 �^ \ 0 I r^ I I>7 9°� \\ z Z I N O N o o c*. qN I 10 .$ 'b�� \ 4 o O� I V� I >w I\ r . a o , o �o Oo '� 44 • �_I \` �I 1N. I I \ } r } r c� o� 0 I 6% % oo II —4910- — Iir==== a I . I U C/J L�i1/ �i O �O� O o 0 'y° �1• 4 '7� �' %• 11 h ° O - I ry�•� > \ RHO 3 J O O O '� ,��% co, �V'7 909• N �o �, ILL L J� '� i W\ 2 Ra9o� I /O • 16 4. 4- m % 'V/ AD �' a 4 F EL. FF EL.4910.38 °% o roc, 1 ^ I I / g.%O,y rn FF EL. 4911 a a \ \ I SUMP PJMP p y� gg 4910.38 `L O'SI £ > \ x VAULT 08 0 °' " ..' 9 CUR:.. . - �` °' ��' try. I I I oA I INV 49C3.20 64. I Ix 0' • ° I I I0. w \ I INSTAL • 144 SF �Nti - " - - -�� ° £ ' \ I OF TYPE 'L' • �� 4g1p.0 p 4g100.0 ID e 1 1 IPRAP C TERED 4:) A �� y A y / / / % ° J I I \ PIPE DISCHARGE I ON OPEN HASE I • ° o rn/ 5 CURBWALK WITH 1.5 PA�� / / / / H � i%≥++�1�___ �' °' �',,, _ < > \ TO BE ON TOP � I � ! 901 , I r% �•y � w •I I �2 • a I I I \ (EAST SIDE) OF Q. e° i 0' 4909.0 I * ASPHALT I ,I N ��^ I I \ BURIED TYPE 'VC I _ •0 I� o -9/‘C) A. I ASP t a > �0' A ..A•••A.. A...Aii.A. A. . 0,.. -71��11 ��11r�-�-Mt \ RIPRAP (413 SF I `-�' 49@6. 0�9 r� �� 49. 08. I ;0 o I .o. • 1, I I I \\ PAD) ( * 4908.0 0 01 2' -T. CU: : & GU R 0.507 -. .- . 'yo — .. -. ._0.507_° •—�_— •,II I I O — — \ -0.507 • 55 1 1 4908.0 �� 0 % % — ;r - I I VOLUME CALCULATIONS ` / _* 2' OPEN CHASE TO ALLOW 655.04' INSTALL 45 LF OF I I 1 / FLOW TO DETENTION POND HANDICAP DOMES RAMS o _ > WITH TRUNCATED I ��,°'� �^�' I I 4904.0 24 CY 0.015 AF / I + I I (SEE DETAIL BELOW) 4904.5 1O7 CY 0.066 AF INSTALL 88.24 LF I o I 1 1 TWIN DISCHARGE PIPES (6" OF 14x23 IRRIGATION I 1 I 5 YR WSEL 4904.95 261 CY 0.162 AF / PVC C900), 142 LF EACH HERCP © 0.59% m I 1 I / 2 - 90' BENDS INV IN 09.91 4905.0 289 CY 0.179 AF / I THRUST BLOCKS INV OUT 09.39 1 I 4905.5 539 CY 0.334 AF I /1OO YR WSEL 4905.95 8O3 CY 0.498 AF / / I / 4906.0 837 CY 0.519 AF I ( RECEPTION NO. 2557834, WELD COUNTY RECORDS) \\ 4906.1 9O7 CY 0.562 AF I I - -*\ \ 4914 STA 0+10.57 STA 0+98.81 4814 \ 4909.91 4906.2 977 CY 0.606 AF I _DO' \ \\ 4909.39 4906.3 1,049 CY 0.650 AF / 8' — \\ Tflo 4912 4912 a //-- - 4' \ \ 4910 _� - - — -- - 4910 4906.4 1,123 CY 0.696 AF FINISHED // \�\ -- GRADE [ (Ng 4906.5 1,198 CY 0.743 AF / / \\\ 4908 INSTALL 88.24 LF 4908 4907.0 1,618 CY 1.002 AF — C. OF 14x23 HERCP 0 0.59% 4906 4906 to APPROVED NON—SLIP GRATE -----4—j---u.:. a . ,,.," 61211 da :. co 6 rn 0 2' m O O 6 STA 0+85.55 2' " CHANNEL SLOPE TO BE 0.50% MIN. a a STA 0+09.07 4907.66 �. 4so7.2s CONCRETE CONCRETE TRICKLE CHANNEL DETAIL . 4910 7 4910 SECTION A-A TYPE "B" A A CONCRETE o CONCRETE 0+00 1 +00 4908 4908 ISOMETRIC VIEW N.T.S., IN NORTHEAST OF POND 3/8 "d NON CORROSIVE EAST ENTRANCE IRRIGATION HERCP MACHINE SCREW (TYP.) 2' PARK ENGINEERING 4906 4906 2" X 2" X 1/4" COUNTER SUNK (FLUSH) 12"O.C. -. INSTALL 76.66 LF 4.10 LB./FT/ OF 14x23 HERCP ® 0.50% ANGLE SUPPORT 1' CONSULTANTS 4904 4904(GALVANIZED) ES: FINISHED 420 21ST AVENUE, SUITE 101 cq GRADE N LONGMONT CO. 80501 (303)651-6626 MATCH a m n n O 0 0 o CURB & FLOWLINE • <. .. ° PRAIRIE RIDGE COMMUNITY CHURCH 7 7 d d GUTTER :,.d •,. " . a ; . . " . . �` 30 0 15 30 60 6" No. 4 REBAR WELDED, = = = = = - PLAN 10" O.C. TO BE PLACED 0+00 1 +00 AT TIME OF POUR ORIGINAL SCALE: 1"=30' NOTE: GRADING PLAN & NORTH ENTRANCE IRRIGATION HERCP TYPE "B" CONCRETE CHASE CHANNEL SLOPE TO BE 0.50% MIN. STORM SEWER PLAN AND PROFILE OPEN CHASE DETAIL COVERED CHASE DETAIL CONCRETE TRICKLE CHANNEL DETAIL JOB NO DATE CAD NO SHEET NO N.T.S. N.T.S. N.T.S., IN POND RESUBMITTAL 2-01-16 632-3 8/26/15 6323BASE 2 OF 3 Steady State Analysis • J -3 0P-2 J -2 C� Q • • • Project Title: FIRE FLOW Project Engineer: Don Park c:\haestad\wtrc\6323.wcd DAVID STANFORD MAYEDA WaterCAD v1.0[026] 11/30/15 11:07:24 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203)755-1666 Page 1 of 1 Steady State Analysis Pipe Report Link Length Diameter Material RoughnessMinor Loss Initial Current Discharge Velocity Start End Headloss Label (ft) (in) Status Status (gpm) (ft/s) Hydraulic Hydraulic (ft) Grade Grade (ft) (ft) P-2 20.00 6 Ductile Irc 0.012 0.00 Open Open 2,850.00 32.34 76.44 54.75 21.69 P-1 243.00 6 Ductile In, 0.012 0.00 Open Open 2,850.00 32.34 340.00 76.44 263.56 • • • • Project Title:FIRE FLOW Project Engineer: Don Park c:\haestad\wtrc\6323.wcd DAVID STANFORD MAYEDA WaterCAD v1.0[0261 11/30/15 11:08:05 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 Steady State Analysis Junction Report Node Elevation Demand Demand Demand Calculated Hydraulic Pressure Label (ft) Type (gpm) Pattern Demand Grade (psi) (gpm) (ft) J-2 0.00 Demand 0.00 Fixed 0.00 76.44 33.06 J-3 0.00 Demand 2,850.00 Fixed 2,850.00 54.75 23.67 • Project Title:FIRE FLOW Project Engineer: Don Park c:\haestad\wtrc\6323.wcd DAVID STANFORD MAYEDA WaterCAD v1.0[026] 11/30/15 11.08:55 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203)755-1666 Page 1 of 1 SOCKET BASE HARDWARE SPACE NOTE BOOM POS. HEIGHT REACH MAX. OF 12" APART ......... 10" 6" ORIFICE FABRICATOR OF WET WELL AND VALVE VAULT DECKS SHALL DESIGN REINFORCING Al 27' 37' EL, 4905,70 (10-YR RELEASE CONTROL) TRASH RACK - U.S. FILTER • SURROUNDING THE HOIST SOCKETS FOR A MAXIMUM LOAD OF 500 LBS WITH A A2 27' 38' STAINLESS STEEL WELL MOMENT LOCATED 44" HORIZONTALLY IN ALL DIRECTIONS FROM THE CENTER OF THE A3 27' 40' SCREEN (OR EQUAL) W/ i493 2" 0 HOLES SOCKET. A4 27' 42' VEE WIRE SLOT OPENINGS OF (5 ROWS) W CV & INVERT ELEV: 4904.90 As 27' 44' 0.139" AND #156 VEE 2' 6" , SUPPORT RODS • 44 B1 39' 31' 0 1'-8" B2 39' 32' O 4" O.C. 0 B3 40' 34' • INVERT EL. 4903.20 7 t • o L. 1 B4 40' 36' • BS 41' 38' ORIFICE PLATE DETAIL Cl 48' 23' • NOT TO SCALE 13" C2 46' 24' 13 17/32 2' CONCRETE PAN (IN POND) t 1 7 8"6 t C3 50 26 C4 51' 27' ��l CS 52' 29' - 1 3/16" \' I. (SEE NOTE 3) yy� LIFT STATION PROFILE r B '> -� i•� (CONE SECTION) 11 13 16" Y 3/8" LOOKING EAST 9 3/8" 1 3 8" � (SEE NOTE 2) 3/3 (BARREL SECTION) �\ ,N 1 X04 1/32 I.D. �� J 3/8" 1 23 45 A 1" 78 ®® / 14" • 15 5/16" - END VIEW �� 4908 PLAN 57 3/4I. NSTALL FINISH WALL - REACH HEIGHT SOCKET BASE „ 1 - 3"x6" REDUCER 2' SOUTH OF VAULT WALL , _ 1/2" SURFACE 9 M I FOR BOTH LINES (2 TOTAL) � 1 1/2" � 3/16" SEE SHEET 1 FOR CONTINUATION 4907 3/16" I 1 1/8"-t v v SOCKET BASE ' 4906 WELL SCREEN & ORIFICE PLATE 1 3 32" (SEE DETAILS ABOVE) F14 7/8"� 15 5/16" ELEVATION �� 4] 4905 - 3 1/2" �3 3/8" PENETRATION 6" DETAIL ' ' 04 1/2 d (BARREL SECTION) PIN BLOCK OUT NOTE 4904 a. I CONTRACTOR SHALL 4 7 8" THICKEN WET WELL AND VALVE VAULT DECKS TO 14" EXTENDING 12" RADIALLY FROM ATTACH TWIN 3" LINES TO Ell. (CONE SECTION) PORTABLE CRANE SHALL BE MODEL 5123M1 (OR APPROVED EQUAL) WITH M4311P6-K MANHOLE WALL, 3 PLCS (6 PIGS TOTAL) SPUR GEAR HAND WINCH, 523E FLUSH-MOUNT SOCKET BASE, WA25-45NS WIRE ROPE THE CENTER OF THE CRANE BASE TO ACCOMMODATE THE SOCKETS. 3 16* 3 32` ASSEMBLY AS MANUFACTURED BY THERN, INC., WINONA, MN 4903 INSTALL 2" GUIDE RAIL , e • PHONE: 800-843-7648 FLUSH MOUNTED SOCKET 15 16" FAX: 507-454-5282 • ND. 4 DEFORMED PORTABLE HOIST 4902 �uuuuuiiuu■�• 1 „2•, 1/16* 'j� EEL BAR ,/2 NOTE: SOCKETS SHALL a' ,s ,6^ N.T.S. BE ClS,.,IINT,..0.:.::.F1,,ITtA;TI.44,74,44,„ON DECK . vet I 3/6. GENERAL NOTES 4901 ~! 1. SUPPLIER/MANUFACTURER OF PRE-CAST LIFT STATION COMPONENTS SHALL BE : .„....., , ., :. , ,...,„:, , „:•:,..,,, ,,,;.,. r -,,.;., ^ , , . -.s - DETAIL SECTION A-A . '<:..:� ,.k. . :,,4 ,a ,x :><,n. m.. -4.. 4\ :.z., .a.,, , ,,,,,,,,4s„ „m>t a&o- ^'. ne ,44:,i,44„, M. ,c.K. a..„. „x . :Ma :g., a?n; AL 6 INCHES. — ..m... . ..» .*t. 4,. . .. , o �, , , i& , , ,. ..». .aa, iur: : x�+% n'* :q,:. ;:n ' - "a'Y" , c a",PRE APPROVED BY ASTRUCTURAL ENGINEER. PRECAST COMPONENTS SHALL s.�1, �. "t ��, R � • <<�'' °z: ' E`- .,.. .,'{.t fY `; r : Y , nwq. .m , . .Sf � ",, n d , .. .. .1,'<9.E: 'lil'+ ;3:: .. n^. «6..,vyfi• j:.Yi, - :�Y` wart,CONFORM WITH RE UIREMENTS OF ASTM C 857AND C 858. REINFORCING BARS =� ':'"'-' ° -. ;'a≤ .Y ;;r'r`r`+,':;, G:`;,°-<;. ,Q < ,,::.,: �.. 4900 , .' »...yr.t:;' r,t '^: '... . k'�',.e",; ':-:-..-, . �n:,, ,5.,<,...,..., :.a,^ .,"M1...C=_ - r9 ' `rsii' - :,,.':::m'. �.i a, ,n ... i"". .. .,:'.r'-^• ,N,'. ✓.. :pf.,+ '::.y..r yF>., ,, .:- ,., -,M:cn+.;in ....,. .. .fr"":JiI�n,�; ,o.r≥ r : ., :,•,. .:h ^.rirT -i'.a-..Y, ..rv.,.R,...r;d >'::..' yrvP4'' .0.,de•'.n.n. :7.:._."9 :+iv.<'_P.;w;,r<,o-;4:: .5 r,_ •.„. ., x:�." ,'.' :>i:c','nre .,:.r•F, :; .r <,.. . „ a . . ._ru.„<,,,,4.:,,m, :: r,aan;,.,... .:I" :v` A='.,.. r_.'"k,. AGGREGATES, CEMENT AND JOINT SEALANT SHALL CONFORM TO ASTM STANDARDS . .- .-. �. �." , .• - • r.: . '. ,« ., .,..,.:. :'r„•RPOLYPROPYLENE REINFORCED PLASTIC STEP .F yew:: H. e. _,..,-..:.,... ,..r. .,, .a.,a.:,: ,,,,;g« ,. .4„b:re.�'a 3atF';H...o...,.,.,AT` :` :4k .n;#C' - •^(+a°: A 615 (OR A-706), C 33, C 150 AND C 990, RESPECTIVELY. CONCRETE SHALL .:,..:.,'.;.=,e.�..r:r'; ..,;n,:�.:a,_;� . ., . °,F , .,,. ,, .rr...,,,•.. .,_,:;_; , . .�`4<;.',;....<...a,,, >,., . . , . w ,r, . .rt , :: . . ., rf:,, . :4. LIFT STATION PROFILE .,,,^::, ,,t.,.,'-2.:Fa.`::S.•„�ye«' e.,,...,.,P,,:.:,;_: .. ,.:,.a,v ia,;,,.:-:'. ::; „ y:`.. •. „ �.?':.:.r,,.,..:'#s^..,,,,. d. .', DEVELOP 6000 PSI COMPRESSI E STRENGTH AND SHALL BE TESTED IN m. .., _ "•. :...,,.,. , .,_ ;: .r;,:,;a;1,rr ' r•` s, -s :i `` ,... „ r ( ..d . ;. $ :-',.`t!,- ''''.4:- , NOTES: 4ei '^tiH.:.�'^i ti.:`r::;fN:,. a.. -,.,.:... .. �,.�..a, ,,. lr,.,:,.:;,.>,,;.F',-E,�.::rr,;r : LOOKING WEST ACCORDANCE WITH ASTM C 39. CONCRETE REINFORCING SHALL BE GRADE 60 . ..-; vf: n:x : ..:i�C .. .. ,r,, -..w ,,.,wr;,,:,',„1a:F,"J3Yf.�n,ea�''r+Suo",+r :' u'.''..::v:a.'i v:..e3uvt.,....FyF x,,..9 .t•da.:�..,z...y,, , 4 :}p . .w,.,",,.�t..,,u.y.,a,....=.,.r,,' a:'k;,'',, . , r, NOTES 1. ASTM SPECIFICATIONS: — ,..,,�: :s� . . ... . -,..,�::.,p...u., 's:aG»°.:x-�^' .;��'r•... '-:,;,arr>,r.�:>r.::°. ..r .;>..y;•,:'r:;.i,°;.•-r:';°�,'�„i'-,. ., .. �-'� MINIMUM. PRODUCTION OF PRE CAST COMPONENTS SHALL NOT COMMENCE UNTIL : ,• y„ ^y,.. x -: ,;e.}:' ,3. + fin ,.., . .r s. S -4« ,. ..a,.:7.. "7",1 - �•:tt:.f.,.. — ,r ,,t.•';`:'-:;;>';"' ' . ,.-,.,-:>;�zw;,,:,.:-`.„;:.:.''r,t' :,�..=,�:�;.;'�=^'i'"_�;:' ':- '°.ai'��• 1 LIFT STATION MANHOLE TO BE TO OSHA STANDARDS A. ASTM C 478 ':. -. rv,..'441,4,',.. :L,a,n .,i.... .-"-.2",;(:,,-,y,',4;,..(14. ms . , M ,,'14."..;i. oA:Ifln:.,} / . SHOP DRAWINGS AND SUBMITTALS ARE APPROVED BY ENGINEER. _s'-' .,,, ..,., ..,.., .. .._,,.:< . =,,-: a....:..« n.... .,.. :-.‘,4 .;',":44-4,-;,-, , w . .-::2,51.,:::,-'-`,::42;,':,;-, x:�r'•`: <,, �..,x, ,�r.:. _ . ,.._ 5 ,:, ,..,,.., :. :^ r- . ., >. .. ON" B. ASTM A-615 GRADE 60 (STEEL REBAR). ':<rb,•:::<."K.<:-.;':,:r.:,.,,°> ",,,:.:':,-- 'Y'=.• 2. PUMP SUPPLIER TO SET FLOATS DURING PUMP STARTUP. "PUMP FLOAT SHALL BE SET AT `C :}.�, •v4'� iT.- I,1'. .iS ,<, :.S,•- ',4 -',.,4,..;,..44;,-.,-,,„ �:::,• ; ,. , ".,-,,, , . ,,:... „s, -',:' �.xmrarr :t,t,g,.:..,c, ,,« -. ;, , ,, ,.: :t.c:.r-:,":”:"-4,-42,,,,"4/.;'42,.,:z,..., . , , C. ASTM 2146 69, TYPE IIh GRADE 16906 POLYPROPYLENE . xr >«,:a, . , _..:..»._:: ; F.: 'r ,,,.< .r ,., , : . > , ,.,.>:... » :.: NO HIGHER THAN 4903.0 FOR THE LEAD PUMP, THE LAG PUMP FLOAT SHALL BE 49045, FOR v{x:r.,. . n°r `L ` e ,v '.,,:',,r ',`,,.:,-r >~'' <. ...,e4-...:,,,,-,",,,.4-`,‘42.-',"4,-.21'2:',-."- 3... ,.„,..,. ....C. .......;4,4. �,".r,:"^1 :^'.a:.' .!3n i@''.:rn "i. ".. ; ,x.,{":rx,Y„n,:i;.-,Y„«.,; ,a,.p,.p.xeo-. "..... .., ar:, ..rf+: :,, '')74,:t :� l-'-„` =S. .,( 2. STEPS INSTALLED IN MANHOLND SHALL PROJECT FROM THE W E BARREL SECTIONS OR VERTICAL LWALLS OF STRUCTURES SHALL',-..[.j-y,.iY,.L4.- .4,-;.„.an.u..it f)wi;£\i•'�:G`yS y,{Ct S. ,,t'. . #?.v.F= - BOTH • v.b ..ye,,.... .Fr,.::,h y. .^° .,?.r . . ,i'w +.S:.�` v'4 r xf: r ,. '4;Z":4:- .Sr1 , :w-:B Lx r.... . ...:....... ..q.�,.vs ,�.....,,r...P,,....;t,... a,F•• '''r'N s 'Ye. '.;,-1:,"', -7,...,;..-:A ,'..4.; "t:G .: ..5". . ..:.... ..- i. , � ., ..., e ..,�.:..)44-- .',1--44,e444-, ''°'.":2.- - . .. .... � .,a ., (S,1+rr nw v'.' `yu Kt'.., y,,.,.:fit('="„aY,'.'•i` :q h WATER RING. � � ` " . x_ , . a..... . ...... h z . .., - . .. fi . ,k„ r :. , _-„c4,,,,,-,-..;,-5,',.:-.4',-;;;,-,-.4",-.:'‘"- a `:' z :x:�.:• _ . ff� :b .,d : ,'.6? ::C`« .w;. - Fmk.,. .. . � �.,., •;, ?=s. ::..r............. v ,. . s4,r ,, ,., 1'im.,,..r�ti^x�:<'k tee 'S; .,‘,,i:[;,,, ,,,,,,1 4,�:'i..h'''?' :�':' `"` THE PROPOSED CONTROL PANEL SHALL: ,, ♦ N, 1.:„ 1,.:: i .i:,., v. ,., ; Ya4i:,r._Y.!, • v".`1 1 " « . . ,.. n:h is ...,. s. ,,..B'e;.- -,-5 a .:M a=i: I"' ..,: 1-.5 x ,. ,. . rz,.i,. . ti HAVE A 9 3/8 INCH LEG A -. M , ,.,w.:r.,., ,np,z ..r...,. ,,.w: ,., :. •',I.,';- "' "' 4''_ 43n°tl«, b:..,rv1,. e.,.° " rv3. STEPS INSTALLED IN MANHOLE CONE SECTIONS SHALL HAVE AN 8 1 4 INCH LEG AND SHALL ,.- , >.>. u..y..Gfr.::u .r,t�'o- �,-. .sn : , ' .;-rt3" ^,._ , ::y. ,,:n.s , . - .,:a, .,, .,:.» � ,,.,„ ,..,, .. , . .. y... S.• ..:.. ;N^.-y'rv°,l;._�:-. r :... / < ":':. .- .:.,,, «.._,,,_,. . ..--,.a.a..,, ._ ..,., a",zc rzs t,a:...... ,.,- : .,,,. ,.:, .,,. ,- . ......... ... . , 3.1. BE INSTALLED BY CONTRACTOR ADJACENT TO THE WET WELL PER MANUFACTURER'S ..r.,. ..s. r:`». %a t!E's.,.ai j;;a�...::,,_ .:`; .; - ,,,,t9 vc-'u . " NK SEAL" OR PIPE WITH 3. THE BOTTOM OF THE EXCAVATIONS FOR THE LIFT STATION SHALL BE �. �, ... ...•- .., -,-,.,,-., „ . .: -..,..: :'".>.�..:�.,..� :�'��=,� ':.. '„";' :�..;�� :, :,y>,,,;. ., _,3.r .ra , , i-4.-' ,:t., ..,�r,:::;'f"�_. . :., ..� .' PROJECT FROM THE WALL 4 7/8°INCHES. srL 7 ,,.✓p,.,.z ,w. }5' r " s„-°:,,,.r .,.q-,q.,, ., rr .. . n.r.,.. ` /�.; , : � .,- y>;�'<:•^, ^�^. . �, -,., . � ,`.« ,. ,;:•a '.1;�. RECOMMENDATION. ... n5r•`.a,..r.� ., .,.. .,' .- . ,.: rfi.n`a a «..r rs '` , .. - .n,' COMPACTED TO 97% OF MAXIMUM DRY DENSITY ASTM D-698). ,'.a'«xc•, _ „ ..:-a>::.� , }': ., <: ,a : `' x h_ -.,,r,...= .:-r:._.._:-.4sa .;.,:.... 4. ALL STEPS SHALL HAVE A PENETRATION DEPTH INTO THE WALL OF 3 3/8 INCHES, ;,. ;;. ,4,;,,, , ., t:r';..,,3-s M•.,.o,M�:`z 3.2. PUMP SUPPLIER TO ENSURE BOTH PUMPS ARE WORKING AND CAN PERFORM LEAD LAG „e- «,�,.„ rr.:..,#, m•!.,..,,;, ., , .1... .. ..... .� .:a _,...,. ^. ,s.:.•n G,.•tx a -; . . , _..,c:4 , •..,,... , ,!.. .rvw .� .., v .»s :-,.x,. .. _., :,. <., .;;:,, . .1:, n•„ +raa,R. .wiw: -"°, :xr<.x'�"if: .. :: a`e;" ' IL •,v ^_ ry , n» k P ,..a r;, as.. Y.". ` ��s..diR•^^Ntin,, d' ':a'_.::Sy::' ,-*::: OPERATION. IT IS ALSO IMPORTANT THAT THE LEAD PUMP SWITCHES PUMPS SO THAT THEY* ,,, ;,, ,, ,,, ,,;.wd, a - w..,.. ,x ,p rt.e.- y,«, ,•. . :,-, ,., ,:.,:r ;";-. •.-,.",:—.,:, ,;;......,h.. _.:•r.z „ . 5. STEPS SHALL BE INSTALLED BY THE PRESS-FIT METHOD UTILIZING A SPECIALLY TAPERED PIN .4=.?,..., : >v.,,•,,,., ,,, ,:.,... ,x x, -._..: .,�:,,-: *4".•:i ._. .. _' .. w ..e...,:.-..a. ....."?5 .:: . . 4. FILLETS BETWEEN IN WALLS AND FLOOR OF LIFT STATION SHALL BE . r „ .a .ate m, s,; �<,;x,,,.,;.:)%a . . 7-. ✓ :'_ .,.. . - . .,�`"n, ::,» "n,ti:' k:.c...,.,,.y._ ,: ,.L^s;.rt ^'j: -e�,.. . ..,ky '" i d., - •k.:. - r •.. : §-. , aW. �. ,: ., .wa ,_ . ,. >. .- .: : :; : ,^ ` :'" _: ,. FOLLOWING MANUFACTURERS RECOMMENDED PROCEDURE :,.-, . . r., . ,..:, 4, s ,,:. _„ •:,.,. ,.... .,..�'. ..,a,. , . TO FORM THE INSERT HOLE AS SHOWN, F ,«,.gym„ M �,.,. e,i. . .. , r #x.,. :`', w'f...£.Iir ry,i,; , ≥'i:r .. ..:.e 2. ALL PENETRATIONS SH CONSTRUCTED WITH NON-SHRINK GROUT AND AS SHOWN ON THE PLANS. :>: .:.: :..:. ...� v` ,,.',- A, ,- m. ax:=:,:. «. .:, ,,,,,.,:.,. .: ,., .,r., as. ->, . ,v ;;: .; :'., ,', :. „.�,.,�., ...+,z, „£„� :"„,v , ;Sg, „�.,n,.,,„,r ryw,. .a; ;,• i„ — 1."`•a= v,. ,.s„„ AND SHALL NOT BE GROUTED IN PLACE. ”- -" " . a^_ ,>*"r - �.,�'.:<:.' ��. 3.3. OWNER TO DETERMINE NECESSITY OF HORN AND LIGHT.{i.,.. ...)...yFY7• i.:`..i•i:' ..,.'y': . -.� .i. , _.,s4[4'414, _,:F :"A',y.',':..4 r."{. , - ',i.�V.k:Nrn{ri.�t.Y.,n4��Yg ,�.-, .. _ t:r, l..m. ., ,.:�' F:..x{. :...-: S y°e.:<"i . .p�`�"i'St.. %{'n .. a«9 :='''''; ','"VP"". w 4;-- : :.,'�m;',„v<,2-.,:... a ...,, ..--.:<a; a�?s'a ', §,�a':o' ;�s:. 'ag°'''`.�":'i,i=c.,'�;. :''- --:•r.:'r i .:.x".j-„", +..° [. ::,,.,r .^,Fs.'..•..$'.w C,x'r.mv,..ro,o va x,:- yvl`�J:,7,N'�.,.;.:. 2`Cr'a�?:i.,,_ e, •. ,,. n .>¢'e,:2:41,-*, .:... ....... .... .,-",.,"...-4, 14444-,,,J:-",-: ,.:; Yq w 4,/.'k., . .r.n -..: : .§.�z.:#;.: .::...e,,,,. . _::`r,t:..i-.:,ab>'..w,\.; '.;;--x- ..: . r..P,Y« >.„ -,: :. ,.-_" :,..... .,.;>, , ,f `_'.>:-r •>s `:rc .:x .f. -: n,m-'t:x:..,x;>.-:, t;:-"`': ;+ 6. INSTALLED STEPS SHALL BE CAPABLE OF WITHSTANDING A PULL OUT FORCE OF 2500 LB, PER :.a,. .. ,:�. - p:w,�,';o.>,c ate«-,»`:rr:,. ,t,. Y „.p.s ^.v_..5. PUMP BASES SHALL BE SET IN NO SHRINK GROUT. s -41,,,,t-:',74,,-;,~, : _ . 3?nin v..,,d,.,.�„..w-, x, :..n<.Z v,e,- . y.. #r �. 'S :`s.,�, f .s,r •.H°� ^ :C"yM' Wit`„'. `"S�-£E�b."' _ - ±' ..tK.`:.:k.i., `r:,k�,m•. :;d: a , .„:;t ; /-;� .,.,. ', :--4; ':_ • t,. .,44 . ,,.„ ._.a- ,ty:, �,`,. :r_ ,4x_µ=;; a. LEG FOR A MINIMUM PERIOD OF TWO MINUTES. 2r., - :ae „ e,V;:rvW`,,;e z_ ie"n.^.=cam.e. .L. ,,. °:'v n.sr4•<'7r� -x ?�a .�:;...+, ' :S+,u>. �^v:p•9. ffic �o,%:"" }!!� ".T• - .." _•:a:; ..ar, ,,,,.d�"•'y;". n•:sx•:�'.4.X„�':...,. , _ ,ra..+..., , 7,,,a ,'S�„- ^"'' o`.:3a,,. ,.a4 r'.x` t''';-, <,t ti, -'1,', 44I. TM. ""Y++ns t„"`.`.el.„:1-T"'- a- '3 ''t-e4-1 ;3,',1, ..«$ia r .,.1t:::4."1:"iti�..".. ---.4,---2,4,„,-4,,.,.,./4".„4:. 4.4.2.",:'4,-44-44; -J _ ;." :fl'd€'17 .",-t]",evN^.a d yY,: •;F.Xti°,hS<is': va5:=r,:'xz r'r.';.15 .+,„.y.: .s.y.,,k..<,.-^k i":";s*vr d ,n r.P r reC-,='_ra„hti:t,sC•..:^�'`•°,; p", ,.x;.. ,. , ,,;,,,,,, ,,, ,'- - A . . , .,K,. ,, .„ ,,;,-"_,c . .Y :. r,:..°,, . '. .v. , , ep„ u_Y,y,,, , — ,p .z t,.,,„ 7. PINS MUST BE SMOOTH AND CONTINUOUSLY TAPERED, DIMENSIONS OF THE PIN AND THE INSERTED -',..,x ;:.=r•Ve,,,;,- l-4- .5•w' .u:'-+',.;.:...,.v^;t n:14,.*, ,r.j.ir,- ,.....,.. ,�„-,,. ;te," ,...+t... ::a- ,S:f,..,✓.;:.,re:t„.,,.,..n:o,.,_. ,_0„•v,r.,,. :.,: w$,- ,4s"..,e. -„6. SUBMERSIBLE PUMPS SHALL BE ABS MODEL XFP100C CB1 OR APPROVED ,,m:,m, : : „:..,. . y1 ,, , p ₹ .. - � ,.u,,.,, , ,,, r..,, « a .x' .. ,,...,,•, , ,, t.it„'C. �w,^'+ ,•,t- .. .y,r€' d „" ...rr6';, x �, ;YIaG H '' ._D.'„ . ,u6"�:.r. ..r .'. ;4+,..+ r+„'2:'�a�H`'"{.. ..,>,„,. . 's..7.,m . - °w ,• .,•. ', . , „, .. m,,, ;,, ,;;, PORTION OF THE MANHOLE STEP ARE TYPICAL ONLY. W.M.D. INSTALLATIONS REQUIRE A MATCHED ALL BE CONSTRUCTED WIT 4.._.•avn$t,2"4-,?„A'r+ v:o,,i< -',y,•---.- a:i"P"v e„ 2a2",,- r' C1-4.1s ,v >. Mty;I:r>,n ;m,-"D s,;;41', ..1;:s ' .:,:• 7'": '{-r' :� a ' , v.,�-.«, y`'4e ,,r, 3r :� �:,t EQUAL (SEE MANUFACTURER FOR DIMENSIONAL DRAWINGS . PUMPS WILL v>x . e. ' ..rh <, k::'':�,. : ., .:,. >Y, a ,., �„ - . ,.,v a .;. v , ,,:, COMBINATION OF A TAPERED INSERT PIN AMD MANHOLE STEP AS RECOMMENDED OR REQUIRED ) 'yfir,,, « R �.:cx , ,,',.,r i. v,3;.srzJ."ro`,kva �' -. .,..NI p `r}sw-,N,i"''>'3 :'L"' '.,'°: :^` i, ..&P."^'lb.'', -s-rad. S,)3::c rYyy��`,f :ivx Y» STEP, I F''W2'e` .",1: ,1i. A Y , ..",' "; �,4 rn,d na ::L '3i".,: .€ tai>�`',n"'`xrw.., .:•'v. ,,„+,..i 3( "Y l r.'r 3.. ' "?.'Y:./ Q ,. ...,•"i^'." 4 C.,.�#; rv, av s;^};i. .w r* .b.< '.¢b.,> o, aa:,�,H 2'` amf'rw ;iyc, c?,.;,n °��'<4 r'5. .'L•;ti; : ,.d°,. :Fay'`.:* 'C ,s w-pr's fia:^': _",�.. ,eb. s a. `2� .-:.�«.Y.., �'°` r », �«.:.��y�':p1: at '.� ,:'�,,; '�� BY SPECIFIC MANUFACTURER OF THE STEP TO BE USED. ALTERNATE OPERATION WITH EACH START MIN. RUN TIME 2 MIN). w; 'r .v ',t'' - ^'. " . :J« `,•z'"r,s4x ., , y, � - I( �`,°s.§4'"i.fn `'.G,,,r":;"ya�y +`,b " , P•.A.+, Sy, ytyyy..yh.C.4, e,^<,s,y 'A :'Ev^„<-,. .e,,:'z`:.•'.S ..(.. d. Lr'.8}a n..,.:: s'.L'4 akm`hti;,. ;..y..,u;z:., ?h. s.r: }�',�%. _ a:,�:,;;,1 p'<;.cn rrea f,:, ,.,s.TMs :5 rss,.. ,.::"C' ;, ,,,1+•,.v:.a ,.;,u,-.}„ r„,•. f^ < :,a _, '. . , s., «;_, :,Q.,,,,..w: ..: . 12' INSIDE DIMENSIONS u. . .ry.rays ».,W.,. v,+oAz". ,`+rvix?ri nf+ - 5A, :a:' wn �� : „a, , . - 8. STEPS TO BE SPACED & SHALL BE IN ACCORDANCE WITH PASHTO M199. ...., ,.:<..,v ,n.„t >. _,. , _ " e.:^m' .,. ,a« « ,,. . rtxt . .,,�. +� e"., . .. a. '•:."",z.::.:3i:Y^r' "=` w'=e Y,S::.:.�tirrw;�q.''4;.,:,.,� . -sh6.;.v'°5 C:',:�: : "4ti,.; ,., .a, -, _. _., ., ti ,. =r.-t.:rt:,4:;,°a•uw .Ya.!#y - : , e G,,;,>J-;:+, 7. CONTRACTOR TO RUN SINGLE PHASE ELECTRICITY TO THE PUMPS. POWER f- ��'�.,,v.'s:-::::_:_:,��_+�<_ �:_<� : _��v�.'. . :k .�': �s�:: . '``• ' '• ,.,.'�'. s:::�" '� ,'.'�f��,>< ,� �<��,��., r � .1,4',;+",- 'v,:€=e' :',7(-i,,•L,,,,,-4,:, ..,,5y,.-.'KE.1;,. ;,;:t4t:r ,4i..;; N,t.,.-,,ty,,.ti1C:}+s.N �'y{?.,e ,;'.:`z ., .., .,w.g�,� r, 60.0` - . Y.`.',£^z:"ir+ ,:v>.°`,:k,.M :4 /.11,,'",:i ,:;^' - ., .s 'iti., „'iz^fi,i•.i",,ri% 1 " .`,r:,, �," .-•�'Lin'� , ,�,1:53- ...' ., :':v.. :vmra}.,:^L,b'?a„:s:fe. 41-4.1;1 :.F.;'fi.; ',s 're' ,,:' n, „•"#'k'< a� *¢:iCY`n"= ,v v,:, r-4r, s .::h::6'� m ". : _ rF-.: �, :�t�_. � ;4". LINE SHALL HAVE A MINIMUM BURY OF 3 . .. ,..,„ :,r'5`. " "-" ° � _ '«'"" �._��•, '�+��s. ,'.s,,. w+ :�:�,: �zrn, -'c" .#r,„. z:✓.✓�.,-, ..•.�P: ,a. ,.k�f„ F.,..`.-z: �, ' • r= s. i. . _ ,: x r.i' . �a,: .: . x. . .,, ..., • ,. STEPS STATION 6 8, THE FOUNDATION DESIGN OF THE LIFT STATION SHALL BE APPROVED BY THE NOT TO SCALE GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 9. ANCHOR BOLTS, FASTENERS OR OTHER EMBEDMENTS LOCATED WITHIN THE LIFT I 27,1" STATION SHALL BE CONSTRUCTED OF STAINLESS STEEL AND SHALL BE 30,0"4 I CAST-IN-PLACE OR GROUTED IN PLACE WITH EPDXY GROUT. 10. ALL ACCESS HATCH SURFACES AND ALUMINUM PARTS THAT CONTACT - - 42.0" I CONCRETE SURFACES SHALL BE COATED WITH COAL TAR EPDXY PAINT. 6' INSIDE DIMENSIONS 11, MAINTENANCE FOR THE LIFT STATION IS RECOMMENDED AT LEAST QUARTERLY TO REMOVE BUILD UP OF GREASE AND GRIT. I.-1s.C } I 14.3" L APS 300 RESUBMITTAL 2/01/16 231/4' ALUMINUM HA�CHNG) THATINCLUDES PARK ENGINEERING LOCKING CAPABILITY AS 4" VENT W/ SCREEN C 0 N S U LTA N TS MANUFACTURED BY U,S. o STAINLESS STEEL OR FOUNDRY AND MFG COR .APPROVED EQUAL (TYP) LONGMONT CO. 80501E (303 651, SUITE ,6626 o LIFT STATION PRAIRIE RIDGE COMMUNITY CHURCH VAULT DECK EXCESS CABLE TO BE COILED ON HANGER SCALE: 1/2" =1'-0" MID SECURED WITH POLY WIRE TIE. PUMP & LIFT STATION DETAILS CABLE HOLDER N.T.S. JOB NO DATE CAD NO SHEET NO 632-3 9/10/15 6323LS01 3 OF 3 FREDERICK-FIRESTONE .,RE Fire Prevention Division FIRE PROTECTION DISTRICT ;ft. Office: (303) 833-2742 ;114 Fax: (303) 833-3736 E-Mail: dpuccetti@fffd.us g ccCUF.' OFFIC.IVM.VENE'.PATIO,PIETAS February 10, 2016 Mr. Patrick Berrend Registered Architect Think Tank Studios P.O. Box 781 Frederick, Colorado 80530-0781 Reference: Prairie Community Church Fire Hydrant Flow Requirements and Fire Hydrant Coverage Requirements Dear Mr. Berrend, As you have requested, we are sending this letter to document the required fire flows for the Prairie Community Church located at 9993 WCR 11 in Weld County Colorado. This listed property does reside in the boundaries of the Frederick-Firestone Fire Protection District. The required fire flows and fire hydrant coverage for the project are directly from the 2012 International Fire Code, Appendix B&C as adopted by the Frederick-Firestone Fire Protection District Board. The following information was used to determine the required fire hydrant flows and fire hydrant coverage for the project. Existing Dwellings—2700 SF, Type V Construction, No fire sprinklers—Requires 1 fire hydrant to flow 1500 Gallons Per Minute for 2-Hours@ 20 PSI minimum. Required fire flow based on 2700 SF from the 2012 International Fire Code, Appendix B & C is 1500 GPM= 1 fire hydrant. New Sanctuary—7400 SF, Type V Construction, with fire sprinklers —Requires 1 fire hydrant to flow 1500 Gallons Per Minute for 2-Hours@ 20 PSI minimum. NOTE: A 50% reduction on the fire flow is granted for the installation of fire sprinklers. Required fire flow based on 7400 from the 2012 International Fire Code, Appendix B & C is 1750 GPM=1 fire hydrant. New Educational Pods (6 x 480 SF) = 2880 SF, Type V Construction, no fire sprinklers— Requires I fire hydrant to flow 1500 Gallons Per Minute for 2-Hours@ 20 PSI minimum. 8426 Kosmerl Place,Frederick,CO 80504;www.fffd.us Required fire flow based on 2880 SF from the 2012 International Fire Code, Appendix B & C is 1500 GPM=1 fire hydrant. Based on the information provide one fire hydrant will supply a fire flow of 1500 GPM @ 20PSI minimum will be sufficient to provide water for firefighting purposes to the Prairie Community Church Project. In the event that there are future additions or development on the site, they will be a need to add additional fire hydrants for coverage. Please feel free to contact us with additional questions or concerns regarding this project. R spectfully Pioak David P. Puccetti Division Chief/Fire Marshal 8426 Kosmerl Place,Frederick,CO 80504;www.fffd.us MI THINK TANK ■■ 5 t u di n archtectutu urbur design mtcnuis 1-February-16 Mr David Puccetti — Fire Marshall Frederick Firestone Fire Protection District 8426 Kosmerl Place — PO Box 129 Frederick. CO 80530 Re: Weld County USR15-0036 Application — Prairie Community Church 9993 WCR 11 (Birch Street) Firestone, Colorado Mr. Puccetti: Pursuant to your Agency Referral comments dated 18-November-15, please see the attached re-submittal documents addressing your comments for the proposed Prairie Community Church (PCC) USR submittal. Please see the attached drawing update for your review and consideration. The following narrative is our detailed response to your specific comments and requirements of the USR submittal package: • The initial USR referral package dated 9-Sept-15 indicated that the proposed (7,400 SF) sanctuary structure would be a Group A-3 "assembly" occupancy under the ICC 2012 IBC & IFC; and due to the gross fire area as well as the occupant load, an automatic fire-sprinkler & alarm system will be required. The proposed sanctuary will be Type V-B construction (1 hr by sprinkler) as prescribed by the ICC 2012 IBC. The detailed code analysis and engineering of an automatic fire-sprinkler & alarm system for the sanctuary building will be performed during the construction documents phase of the project. The detached "pods" (6 @ 480 SF/ea.) will be for multi-purpose use and will have adequate minimum separation distance of ten feet from adjacent pods and a minimum of twenty feet from the sanctuary. They will also each have an occupant load of less than 100. and will therefore be classified as Group E "educational" occupancy per 2012 IBC Section 305.1.1 and will be of Type V-B non-rated construction (non-sprinklered) The existing dwellings (2,700 SF) shall remain on-site and are of type V-B construction and are un-sprinklered. They will be used for administrative activities of the Church. • A hydrant and fire department connection to the sanctuary are delineated on the site plan. Additionally, an aerial apparatus access location has been indicated due to the projected height of the sanctuary Their proposed locations remain unchanged in this submittal. • A Master Utility Plan has been updated to include the engineering of the proposed fire-line supplying the hydrant and FDC connection to the sanctuary. Water flow data provided by P.O. Box 781.Frederick.Colorado 805300781 303.997 4948 CWCWD has also been provided for the district main located in the Birch Street ROW Preliminary data indicates ample water volume and pressure to support the hydrant and fire- sprinkler riser. Upon Site Plan review by FFFPD, the Applicant will secure necessary fire- flow testing as required by the FFFPD Prairie Community Church would like to request your Plan Review Application and Fee Agreement at this time. Upon receipt of Weld County entitlement approvals. the Applicant will move forward to completing detailed construction documents and supporting code analysis of the buildings. We sincerely hope this submittal addresses any and all concerns of the FFFPD comments Please contact me should there be any further questions or concerns regarding this project Respec ully. �OF COCO sP�� co Patrick Berrend — Registered Architect. NCARB PATRICK Principal * BERREND * 5. ;6.\ 403715 / <<)fr FD ARC:C\ __ - LEGAL DESCRIPTION: FROM TITLE COMMITMENT \ L. _Li. -L_. N. T. EN �. E_ro _ -NLF'IH Llti N L 1 s I_ 14THE WITH "Al F :Y.: -HE NOFT-FAST CHAPTER UE THE P.CH'HEAS1 OJAN 'ER, C:- ' HE NUFNEAS1 JJ'.a 'L-I �RLHENT •.C' F=IJ'.J -ET \aIL rF.�H R N • ZZ F-1 IV I. - ,L .H "n r . ' .: ry! `I_N H. II :.•il_=RC. T [L': : SABLE AVENUE_ _ C 0 , J!-'{=. EIIA..HAIEH' :1.111 — Ci SECTION 14 TCY,NS'iI' NCR-H, RANGE bb NES- 3F 'H[ 5TH P .M . . EYCEP7 A 3U FOOT EASEMENT lr) _ _ Yt1sLJHFNT -.F..IF! • T:' , ir'-._ ,I CF RICH— CIF 11AY 4_r11J3 THE WFS'EHL Y I I\F IHE THE N::HIH HA. E :iF THE \CH-HEA.i' :i. k1EH CF `HE �I -. e - — — — - - — ll ' — — _ - - - - - - NUFT4=:.ST CUAR.TCR OF THE NCR-H[.A.S- G_AR-EP CF SECTION 14. TCY,NSHI' 2 C,''fl-H, RANGE Ed 1''FET - — — — - - — — — — — C':. F'_i:_:C HI1G-*W' .'r. 3:' 11J LAC- :SLLIE :J ' -I_ `IU'. CF THE 5-H a .U. COUNTY OF Y.=1 U, :i":.IE OF L�::_UHAU:). D I. lti. Ii1C Fr., 'R.ir .''.IY?74. 4r. L EfILt4T• FLCUF%D:; re) .- fl SURVEYORS %CIES: r N89. 37' 05' - t=124. 56' 1 THE LEG/IL :[SCPIPT:O� 0 FEET AND THE J ABOVE DOES NOT EXCEPT THE SCR-H 3 EAS' 33 F=FT F F r I I GRIM H'W' RI:i-1 OF VIA'', '!CAL'iEH, lr[ SURV[YUF HAS 143T :NL_I.IDLD THE NCH-H LK: rST AND I _ - -_ 30' 30' THE E ST SC FEET IN TrE BOL'SCARY SHUNN HEREON, N I 2 . 1-4-1-- 3O FOOT EASEMENT DE HIGH! Of WAY LISTED AS :.N EXCEPT1Cr/ AliJCVL IS :NCL..DC.; IN TELL II '; . BOUIJCV•ll'' S 'OAII rtREO\. OO 9ASI° FOR EEARINCS: a I NE: EAST LI\L of- THE N::H1HLA.S1 CAE ULP-1TER CIr SECTION 14 , TJ'ASH:F 2 IDUPDi, P',RGE GE' t+_ST W 4:,- H• 'JI I CF -HE SIXT- PRIMCIPAI UFRIDTAN, COMITY CIF WE_N, STA"E C.= CDIC:RADO, :S ASSIItIED T❑ HFAH D A_ DL_'_='I '7I]`IImo S.:1O-56'29 'E. NUNLMC11TS PRE AS SHCM4 HEPEU\ . S .fO' I so-„f , )•-,' ;�I . 7. LCCFI 1 , AOIN5 TD (1 f-wa I AW MO MIST ,:12IJULnCE ANY LLGAL AUT ION BASEU UL UFUN AnY -Lc- :N -1J L'1 I T-IS S_ U.'EY WITHIN THREE YEARS AFTER YCF,, F:P5T DISCO':EP SUCH DEFECT , :N SC EVEN- O4A :.i,- -- - . ,II . FRAL ACTION BAS-EO Iii-'1N ANY DEFECT I1. THIS SURVEY UL C1JIIULI:::EU t1::H_ ' FAN ' L`, vL!I}I::. Iau%i ��' THE DATED OF THE CER-IFICATICr4 SHCtiN1 HERE IN 74 SCALE . 1" =40' rn THIS `'J''RCE C�F.TATNS � _ r r •,1- T-ERE NAY BE RIIRIF7 urILI-:F4 CIN ::R AD.IACENT TO TI-H SI1E NOT SHOW%. OH- IC: :SSUI1 : : :i \- I 4. 324 ACRES M3RE DR LESS 1„ LEGEND 3 S_HFdC[ EVIDENCE. \I] STATELIEST IS MADE CCNCERNIIIG 5•llBSDPTACE CCrIDITPCII.`_:, CO T . E) :E-1-_%(.1 i J DE OVERHEAD C UNDFRRR3 NO C.CINTAISEHS U4 FALI-1 "IES BHI::4 HAY A?FE:11 'HE OS: ,F. - _- I ij Dt';ELDPNENT CI TE•IS 7144C7u ALT OF Lc. is II 1:1-i `, ' E I ('1-i '1 KA i. AF IAYr - _ t : —- •— ,, - I L. ,- :;t tt:l t s. t t ti:_t I Au -- - - H " r- T-E LINEAL U`.ITS LSED ASC SWAN HEREON TS LI S SURVEY' FORT Cn\T'UF irri'i A. L- -, { u ` -•' �1 I J W - i-. TACT R:i,.NnAFY SUF'iF\; TOFCGRAFHIC MAS LA\ BE L:SEU IS I'S E_ELTacN:L C:Fa1 A4 ' -!“: 1i,! z I ADDITIONAL SPOT ELEVATIONS CONTAINED IN t.RAAIr/G, it. W v. - a :� I _ Lt, BENCHMARK FIRESTONE BENCHNA.9ti Bun , A ,: ,U U. I . RI.i4T DF V,AY t1::NLIMIAI EN. iS 1', 11H- li - F I Ll YI r. , ST,A ' "269752 AT THE V,FS1 ': r.C'9NFR SEC. 14 , ' . :9 . . 9 .r;r'T,'I . =FF "4TH S- _ . . E - 1 I , /IVI/wl,� : .. 441 .21 NO.'U 2`3 DATUM.•• �J - `-`— TEMPORARY' BENCHMARK: -HE TOP CrTHE IJ011LthN- AT -HE WORT-_Ar;- ",VINE" : - - 'a , , 7 ' I I I-_ ° • 9 .CEH.V. , ELEVA.T :UN: 4911 .b4 V ', I !-_J EXCEPT AS SrCY,N OR SPECIF:CA_L.. STA-ED IN SECURITY -:TL: 1GUA:'AN , _CII( r __4:t' I I ', - III SO11O674, DATE: SEF1EWBE F U2, 2004, TH:S SURVEY DUES NOT FLIHP:!gI ! 7: I E I ' - FCL.LONING WHICH NAY BE APPLICABLE TO THE SUE•IEC- REAL ESTA-E . E Er' N- r• \ Ems I F.GS:BEE EASEMENTS V.HI :H AEPE ':ISIULL Al 'HL 1 :LIE l:• UAY,IrIL, T-1'i S..H'.F '• Hi1:1 :: . 1 - Y U.Pi ga ! LINES; RESTRICTIVE COVENANTS; SUB:I'::SION PESTR:CTICNS, ZONI'5, OR :THLr SC 1 I =LUhL RIE IFFIGA- IUr U1 ':H REGULATIONS, ANY 1HLF FACTS.-- - F 0 ONSEASHIP Or T-OS PIP:- "✓- LAS: , EASEMENTS AND CR E\CUNC�r,•.•,I S L ra: 1 _ _— -TT - - ...r_ - .i. I OE LAND, 4 ,A L+A'YER S ASS/:.•::IATEH FLLL_U URCN SECURITY : TIE till; .:N- I IIF, . I:: : - : -- — — — - - - - 1 N0. 3001 0674 , CA-ED 5EPTEp1REP J2, .04 AT >; F u ie SB9° 35' JS' l�I 625. 04' I I THIS OAPL-LL SLIJEC1 IC THE EXCEPTIONS CONTAINED JI1UEa 'HGHIZL.LE .. E :I''. , ' :_;U_ '" LINE N. ii, H L ::'a 30' 3O' I ITEM,* DESCAIPTICN ICCIJWEST BY• ?F FR ,l 'SSCCATE5 , I`:: :`. "4FE\--_:_,I5 ! \. F. 1./4 M E :/4 :E_. :d 1 . TAXES AND ASSESSMENTS NU" : EH ' If 1EU 1 :) THE IHEAS-./A: F. 5 HF ' :, . 2 ANY FACTS , RIGH—S, INTERES-5 CR GI AIMS 'A 7C.H .RAF IJ.:LT SH I:,r, [,'' IC r - -• - WHICH COULD 9E .\SCZRTAINCD BY MA INSPECTION 07 Tt C '_!,N2. UP :Yi 1!/.6.! '1.; :I- • _ : + - IN PITS-SESSICN THEREOF . 3 . EASEMENT_, OR C_A:NS OF Ef•SEME\TS SOT S'-CQJ4 BY -'ILLY_ f•,CC-1 'C . '' L':SL;9EPAlE;IEs. CONFLICTS I\ HDUSL''AHY ]I1F5, SH;!FTLR1 IN '.EFL F `.:. -I:- '; - FACTS WHICH A CORRECT SJRVEY 411N TS5PFCTTCN CIF —HE .AND 7A III D - , SHOWN By TI_ Pu3_1C RECUR.:;&. - id y. ANY I :E\, OP RIGHT TO A l IFN, FOF. SFR I =S . I ARUF ::a II ATF I' _ 1 . - HEREAFTER ruRNISHCD, IMPOSED BY _A7V AND N T SH.:O:,TI BY TI IL P..UL _L L _li•1'_'-,. • - ..4 EL ANY AND A_L UNPAID TAXES, ASSESSME\T.i AN:: ,RIFF:fFLIE :: -;t RIGHTS Or WAY FOR CC'J4TY ROADS 30 FEET ON EI-HEP S::'E :' '2I...: - . :.... 'H _ AS ESTAH_ISHE❑ BY THE &:AHD UD..\1'' 1.1.1/IIISSIONEHS FUR F1 'i ::OHN' • I,: '-' v CO-DEER ''1 , 1665 IN E+COK 6E A- PAGE 273 IEEE ;L'l':E'-.Ia ' : N.-.7115 "'II_ - I t d- AN CIL ASU GAS LEASE , FRLN kAYI.'UND G . uJ::H_ :,N : P:.ta : :: U: 'H ; .- I--- --- I- . WILLETT AS L:SSEE{S} DATED JULY 1 ? , ' 9?4 , F,ECIJR,F,El AIJ.5 • •1 • � - '' Ilr RECEPTION NO. 1642;4! , ANC ANY AND ASS1GN'AEN'S I -•_FL::; CIF- 1', ' I :; -, * if .:. : , 9 A/1 EASEMENT FCiR PIFE, IMF ANn INI;:FiF\TAI V-LOOOEE5 GPAN JD TIT :FL ' - - CURPCRA'ICf4 BY' THE I\STRLIMEN- RECORDED OCTOBER 27 , * i.;7_, UHL'It : 1 - I ' t6?317h. ,;MDT SHITh\, DU::.1NENT NO' F9CI'1IDL❑ ',l THE F ,9YF °rci 'D. AN CIL ASC GAS _EASE , FRCt1 DANIEL PICHAP:: SL:LEI, ,t:_ 1_:.I-:•- : . - . TO H. _ . •ILLT1 1.S LESSELISI DAILU DECzUBE4 10. I9RL, HE;:':-.H=P FH:-. :. . - 927 AT RECE' I;1\ NO. 1846757 , A\CI ANY AND 4_I_ A.S5:Gu c- TI'=P.L. _'•r. 1 '-, IL-' `, 7 . \CT:CCC OF :a[FILkAL ULSC-41PTICV1 Of AHLA __H'/I:LU E.', -.5•-.4\1n t . : ' .. pi COMPANY C:AC.FRNTNG U1...FRGPCOND RAC.:IITIFS aFG0F ):n J:_'.= :_F , 17_ILr : •I 1 is RECEPTION NO. 2356122 _ 1:. Si:T:rE COIIGFRN:N;. I-iNDFRGRfliSP F.1:'1 :TIN; OF JCL-. -':-4r ) - I I, , - ELE2TR:C ASSOCIATION, :NC. , RECGCRDCD ..I.No_Ri 24 , ' 4sa1 :N :'..:I.: ' . ,1 : ' ' 223D256 . ISCJT S-CtN, :CCLIt1FNT WIT rI-H.'inFD TR 7-F SLIP :FiRF. 1:.. ANY ASSESSMENT CR LIEN OF _-Usti:DGL MIE4I:'OL : IN;i L' i: ,,-,_ L . INSTRUMENT RKARDE:: ..111 Y 2 :0104 AT REJEFT:n'. 'In ? 1.-,a-Iri:. CCRTIFIG:'TE OF __H'.'LY : I I FREE? CERTI- T-A- 7-E SUPI, E S-Cr f HLOCOs I,rr: ',v - - uI Ili _ 1 . •.GC-JH,5TELY SWAN 1:! THE eEs' ::F MY t:NCC-.LE :GF PE . IF : RA'%A60 N. RA' Fa , RF I:RTF.A,TIO11 S'3 I=,172 ' ALT-IN T'•E STATE OF COLOPAD2 7ATF : - ::uINT'r 31IR'iEYCIR' F HFF.T ! ' ILATE : L I + I_LF'. SL. l�. I _N k ,.>�q DLE'JS1 'ELI ILLS .:A'• . ,'- I :. (F:LN:I E-l/2' ALLH -A F. .. B00K OF THE L._,N-'r :.L r:.F',F;n ` L%•IIJ _. _1..'I , F . I14Ie'. IJ9i1, IN F \F,:A _ Liux. .A I1_..LS I F':.Lit, • RECEP11'::N N:: . F.-A-E NL?LH_NT PECCRL TIE.'. - •_ 4:7,- 8EC:TION 3E - 51 - - ,",'1 , I_:LCRArc or'r l is 1I T t- T,- - - - ,. i- ':11111•- _:',L N L. 4 ':1: ;.., �_ _ ___N___ — — — — - ---- —Lr_31. ' — -- - — — — - - EC'lIN-Y SURVFYCF d — — R . W. BAYER & ASSOCIATES, INC . =AD -E TI4In4: 1141 -14IIM �: vV1..N`I r.,-,, , 1 LAND SURVEY PLAT & AREA TOPOGRAPHY , ' _ �,, ,„ ,L THE ',CIF'T I• CIL HALF L' 'f JL NLJI 1 I-_AS I ULL--JUAN EP L- THE NUF I H_A I UNL-JU',F"Lk C -HE NORTHEAST TINT LI:.BT:F. n: - -- - - - -- - - SF-_T :FP I4_. -nnUN H1 � NOP Tr RAIN[, LB 11LS I Of 1rlL EC X.-H "FIN IPAL M=P: D:AN, ln.IN"Y nF '.IEI "1 STATE CF -:C' U-A_IJ !,_I-� • . F• j6i8 I 4 2%' . O8 .. , USR 15-0036 VICINITY MAP: PRAIRIE COMMUNITY CHURCI1 \ FIRESTONE V./°P411 COLORADO I / DEL L-- CAM NO CO HIGHWAY 119 4 -r,- / r m 1 NE CDR cc TOWN OF WCR 22 (SABLE AVE) ,\ 25 v FIRESTONE �� THINK TANK - NORTH!LINEI/4 - - - - 11 l . - .... \ - - - - - - - - - - - - - / m 0 lµ_0• — 654.41' l gbT_10• - It 0 r. CO ■■ s t v d i o' 21�a 0 Liiy a 0 \\ R STOP 9` ` Q �rtnrteclure urban design Interims I FMiE8TO1JE� -- --.-_ EDGE DIRT ROADWAY kttEBa ree ——__ — Tr LINE i i EDGE DIRT ROADWAY -- -- -- - --- - - WATERL -. ~ - -. ---- -- -- 1❑❑ ❑❑❑ ❑ ❑❑( 624.56' I'u...._ _ .--- -- - - ---- --GAS LINE MARKER VALVES • WC 2 ( ABLE BLVD) GAS I 2 S --- - — • �F�l .. •._ - - • s ... `? • - vrV•i. • `•' _ • • •__. • • • • • • '--• e _ • _ _ a_ a • - - e s e _ Ae R SITE * --- —.--.— --- —..—..—..—..— -- -,.� _ PO BOX 781 - '— - - I. . - - • ,-''- - - I _ ?�'; _ .. �._. - -- -._.- JL _ .— — — — - .—.. ..—..—..—..—..—..—..—..—..—..—..—..—..—..— —:.--. r•ew u.t. FREDERICK CO 80530 �—. cONc DIVERSION DITCH / 303-960-9925 LI PFD 1 '11- - - 1— -_ - - # — — I — _._ _ -_ _ _ - ---_ �:..$G.. _ n STRUCTURE.DIVES I— ——I F S� — FUTURE I Drrc3 5 _ _ _I_ - — � — = - -- raRr _ — — — - — — — — — — — _ v • •I I _ _ MAY ROW.aF PAN ..,-. -.:_ , - - - - - - - I- I 244I-0" SEPTIC 9 ' - - __ ____ ____ ____ ___ _.._.I. ..- - IC LEACH a LEGAL DESCRIPTION I— . . — . . — . . — . . — . . — . . — . . — . . — . . ��. , .. .�. ... : , .. �� , . �- . . — . . — — — FUTUt E I Fl....,E- -- I • QQ ON 1T II ,— . . . 2O BLDCrt. 7\, r • •I I SETBACKnt, 68 _----- - T \ IGN I I w I NE NORTH HALF OF THE NORTHEAST QUARTER CF NE NORTHEAST QUARTER pIII� '\ , ---�- . . . . . . . . . . . . . . . . . . . ._ . . . . . . . . . EXIST 1G OFFICE EXIST G \ WEST OF THE bCf NE hl PM,T QUARTER tD A 30 FOOT TICN I4,TOWNSHIP OP RIGHT Cr WAY RANGE ,� 30'-0' 1 ��-m' I - . . . . ® : : : : : : : . . . . . . . . P' ' 4 STORAGE PARKING \ I • TIE WEST LINE OF NE MORN HALF OF TFE NORTHEAST QUARTER OF NE I ' : : : : . . . . . . .'. . . . . . . . . . . . . . . .m. . : : : : : : : : : : : : : : : / ------- ' \ I NORTHEAST Gk1ARTER OF THE NORTHEAST QUARTER OF SECTION 14,TOWNSHIP •I - I r \.. _ �' I 2 NORTH,RANGE 68 WEST OF THE 614 PRIME MERIDIAN,THE COUNTY OF f'RE7 1 , =_ - rt— WELD,NE STATE OF COLORADO. CONTAINING 432 ACRES,MORE OR LESS. IS w� v � -- I3 III <, O UIELL� w �� M SUBJECT PROPERTY ALSO KNOWN AS: ^, • FUTURE i ..PH.INii I I 9993 REIRESTONE,CO 80504-5422LD COUNTY ROAD II �H ST.) IIU� FI tlit u, FENIGED w - } N N IL ❑T WELD COUNTY PARCEL ID. 1313-14-0-00-018 0 l 0 r PHASE-I '�' KUTURE EXi I I PLAw -�___ 11 ;t r r 9�bOT1�4FF I TER ' . I.in,PHASE r u - rY G LI � a T MP.PLAY ' 1 YGROUND f N. M I I ti PLANNING COMMISSION CERTIFICATION 'N. _ AREA V U U * 4 •I w 1 ; I I I IS -1 EOFFICE I This is to certify that the Weld County Bamhg Comrtssion has certified and n / EDUCATIONAL 4 $ 3 1 PODS E G (� I e 26'-m I a 2y_0„ does hereby recommend to the Board of County Cs Site brrers,Weld Canty ® Colorado,for Its confirmation,approval & adoptbn,this Site Specific Development _1 l--1 'Cr • IS a a a '� day of 2015 — Plan and Use by Special Review as shown and descnbed thereon this \ 0 la g I $ ( �' I 20,_mrr I I I /LLr 111 lid u I I , ED. ED. ED. I i FUTUPE PI -2 '� in I T (�/ fil•I \ i p•• p•• p•• Char,Wekl Canty Planning Corrrrission7il IT Ti I II — 1L a ' '� `f II I I OJ XEX ii 221-0' " r 1 ii I I .' L W Zuj • , i ' I� / ii i� TT X I' W a a II I I > ZN \--: BOARD OF COUNTY COMMISSIONER'S CERTIFICATION Q l IS r a O �ti Ill I W This is to cediy that the Board of Canty Commissioners,Weld Canty,Colorado D 0 Z " Pu E 2 PHASE-I I o does fraety confirm and adopt this Site S(wif De ebprnent Plan and Use fW W EX 12 x112 SANCTUARY I (J/ W W W •I (� FunIRE ExR. ( Special Preview and Development Standards as shown and k4cxibed fkleul Uis 3� $, ,` • m� .F .r EX t MULTI-PURPOSE BLDG. z Z ,S - I �I 1400 GSF I I' o I day of 2015. • T Xr� I G o j_ -I Z � W \ k .._ = � I _ Q D IS Chair, Board of County Commissiorlars I - I ii PHASE I L J I I ATTEST: u I i ' 121 SPACES �' ® ® ® II E I il ' I n I t' weld Canty clerk to the Board u nWn 3 W ED. ED. ED. I IIII I Li— I 1 I p.. p.. p.. I BY: Dated CA Sii�VAULT F Deputy Clerk to the Board m U— RE:CL0 , " IS r V' •I - PHASE-I PARKING-9 SPADES k I I• I �"` (j'I c, 0'I v II ' ,,, H PHASE-I FIC HC FIC / FIC P P P P W• PHASE-I M.P. t- yy I. I �. Ar1. . % % ED— ,I PROPERTY OWNER'S CERTIFICATIONCK DETENTION �/ — PIPED ' RE: CIVIL CID TG, �{ \t�- ` I PODS r /I OF PAN f TRASH �i11:�P I15 W I �� k 26'MN FIRE Access k undersigned pr property owner(s) do hereby agree to the Site Specific co _ - s- DI I Tap Development Plan and the Use by Special Review Development Standards as � RE:CU ,it___ _ > FIRE ACCESS DRIVE I AERIAL <HYDRANT I WAY � �o. W FIRE TAP described hereon this day of ,2015�+ S 0 0 I PER IfiC.DIm82 RE:C�lIL `� L-- I �-- / - Nt PER IFG.DIONJ I/ a L___4 -4 -4 -4 �__L.__�__�i_� �_ = _�__ __-q__�_-r -r SX' DIVERSION ; `��9T _�-ST � `— — I STRICT. > mew `!F 4 — — .�..�—.�..—..—.--..—..—..— —..—.—..—..—..—..— IF a—.._..-..—..—..—..—..—..—..—. —..—..— .— — —.-.—..—..—..—..—..—..— — II Signature: Franc CoMichaelyTMchtosh dofOders — • - • • • e a • - s • — c e = s a -D1TCd-� - - — Chairman Church Boar ^, 6❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑: 625.04' _ _ _ _ = c o o = I 55° • awn-- ; FENCE m8'N.OF LINE I 'r' S.OF E. LI P.I 0_ THIS U.S.R. SITE PLAN MAP SHALL SERVE AS I & WATER- I I FOR THE PURPOSES OF WELD COUNTY AND _-� u- II 0• °" PROJECT TEAM COLORADO SSPECIFIC ATE(�IDEYELOf'MENT PLAN K SCALE 60AW. SCI USR. SITE P�N MAP * 40mE`' "� �3 60 OWNER: GRAPHELD COUNTY DEVELOPMENT STANDARDS: SITE PLAN NOTE& Y I I * W PRAIRIE COMMUNITY CHURCH 9993 WELD COUNTY ROAD II FIRESTONE,CO 80504 I. A SITE SPECIFIC DEVELOPMENT PLAN AND A SPECIAL USE 14. SEVAAF DISPOSAL FOR THE FACILITY SHALL BE BY A SEPTIC 26.THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE LONG-STANDING AGRICULTURAL PRACTICES 4 A LOWER LEVEL IN RURAL AREAS, IN MANY CASES,WILL NOT BE EQUIVALENT TO A PRAIRIE COMMUNITY CHURCH (APPLICANT)PROPOSES TO CONTACT: MICHAEL T.McINTOSH PERMIT,USRI5-0036,FOR PUBLIC t QUASI-PUBLIC BUILDINGS SYSTEM. ANY SEPTIC SYSTEM LOCATED ON THE PROPERTY FOR COMPLYING WITH THE DESIGN t OPERATION STANDARDS OF SERVICES THAN IN-TOWN. ALONG WITH DRAWBACKS COME MUNICIPAL SERVICES. RURAL DWELLERS MUST,BY NECCESSITY, IMPROVE AN EASING 432 ACRE AGRICULTURE PROPERTY INTO PH: 303-651-1640 INCLUDING A CHURCH 4 PRIVATE SCHOOL,AND A CHILDCARE MUST COMPLY WITH PROVISIONS OF THE WELD COUNTY CODE OF CHAPTER 23 OF THE WELD COUNTY CODE. INCENTIVES WHICH ATTRACT URBAN DWELLERS TO RELOCATE BE MORE SELF-SUFFICIENT THAN URBAN DWELLERS. A PERMANENT FACILITY WITH RELATED SITE 4 INFRASTRUCTURE OF CO IN THE 'A" /AGRICULTURAL)ZONE DISTRICT,SUBJECT TO THE PERTAINING TO ON-SITE WASTEWATER TREATMENT SYSTEMS. TO RURAL AREAS: OPEN VIEWS,SPACIOUSNESS,WILDLIFE,LACK IMPROVEMENTS. ARCHITECT: ,`c O4) DEVELOPMENT STANDARDS STATED FELON. 21. NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF CITY NOISE 4 CONGESTION,THE RURAL ATMOSPHERE AND PEOPLE ARE EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THINK TANK STUDIO,P.C. Q +f�1 9 15. THE FACILITY SHALL COMPLY WITH COLORADO RETAIL FOOD OF PLANNING SERVICES,PUBLIC WORKS AND F.BLIC HEALTH t WAY OF LIFE. WITHOUT NEIGHBORING FARMS,THOSE FEATURES THAN N AN ULAN OR SUBURBAN SETTING. FARM EQUIPMENT B. THE BASIS OF THE SITE PLAN DATA IS THE LAND SURVEY PLAT 141 2. AYSMOVAL OF THIS PLAN MAY CRATE A VESTED PROPERTY ESTABLISHMENT RULES AND REGULATIONS GOVERNING FOOD ENVIRONMENT SHALL BE GRANTED ACCESS TO THE PROPERTY WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY AND OIL-FIELD EQUIPMENT,PONDS AND IRRIGATION DITCHES, DATED: 10-JUL-14 AS SURVEYED t RECORDED BY RW.BAYER FREDERICK,CO 80530 PATRICK O RIGHT PURSUANT TO SECTION 23-8-10 OF THE WELD COUNTY CODE SERVICE ESTABLISHMENTS,AS APPLICABLE. AT ANY D REASONUT ON ABLE TIME ORDER TO ENSURRTY COMPLY WITH ACTTII ACTIVITIES WOULD QUICKLY BE GONE FOREVER ELECTRICAL ICA POWER FOR H-SPEED BPIJ'IRP5S 1 CENTER-PIVOT� TERRITTI 1 ASSOCIATES, INC. CONTACT: GREG BAYER(303)452-4433. CONTACT: PATRICK BERREND - ARCHITECT IAL * BERREND 3. THE NUMBER OF PERSONS EMPLOYED FULL-TIME IS LIMITED I6. THE FACILITY SHALL COMPLY WITH THE GENERAL RULES FOR OF APPROVAL t DEVELOPMENT STANDARDS STATED HEREIN AGRICULTURAL USERS CF THE LAND SHOULD NOT BE EXPECTED FARM-DOGS AND LIVESTOCK t OPEN BURNING PRESENT REAL C. THE EXISTING DWELLING t GARAGE ON-SITE TO REMAIN t SERVE PH: 303-960-9925 r 403715 TO SIX(6)PERSONS AS STATED BY THE APPLICANT. FOR CHILDCARE FACILITIES AND SCHOOLS AS APPLICABLE. AND ALL APPLICABLE WELD COUNTY REGULATIONS. TO CHANGE THE LONG-ESTABLISHED AGRICULTURAL PRACTICES THREATS. CONTROLLING CHILDREN'S ACTIVITIES IS IMPORTANT, AS THE CHURCH'S OFFICES. C. 16 V CIVIL ENGINEER I-FEB-16 TO ACCOMMODATE THE INTRUSIONS OF URBAN USERS INTO A NOT ONLY FOR THEIR SAFETY,BUT ALSO FOR THE PROTECTION ^' �V 4. THE HOURS OF OPERATION: (AS STATED BY APPLICANT) 11. THE OPERATION SHALL COMPLY WIN ALL APPLICABLE RULES 28. THE USE BY SPECIAL REVIEW ARE SHALL BE LIMITED TO THE RURAL AREA WELL-RUN AGRICULTURAL ACTIVITIES WILL STILL OF THE FARMER'S LIVELIHOOD. D. NEW IMPROVEMENTS INCLUDE A 1,400 GROSS S.F.SANCTUARY PARK ENGINEERING CONSULTANTS, NC. 'V \'` CHURCH OFFICE: 8:00am - 5:00pm MON - FRI AND REGULATIONS OF STATE AND FEDERAL AGENCIES t THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING GENERATE OFF-SITE IMPACTS, INCLUDING NOISE FROM TRACTORS 4 MULTI-PURPOSE BUILDING t SIX EA 480 G.SF.EDUCATIONAL 420 21st AVENUE SF G� COIM'1LNITY FUNCTIONS: 8:00am - 12:00am MON - SUN WELD COUNTY CODE. STANDARDS t ALL APPLICABLE WELD COUNTY REGULATIONS. t EQUIPMENT,SLOW-MOVING FARM VEHICLES ON RURAL ROADS, "PODS" DETACHED FROM THE MAIN FACILITY. LONGMONT,CO 80502 D AR WORSHIP SERVICES: 4400am - 12:00am SAT - SUN SUBSTANTIAL CHANGES FROM THE PLANS OR DEVELOPMENT DUST PROM ANIMAL PENS,FIELD WORK,HARVEST AND GRAVEL CONTACT: DON PARK,PE. SCHOOL: 1:30am - 5:30pm MON - FRI 18. SOURCES OF LIGHT SHALL BE SHIELDED SO THAT LIGHT RAYS STANDARDS,AS SHOWN OR STATED,SHALL REQUIRE THE ROADS,ODOR FROM ANIMAL CONFINEMENT,SILAGE t MANURE, E. 130 PARKING SPACES ARE PROPOSED INCLUDING 4 STD.H.C. PH: 303-651-6626 DAYCARE: 6:00am - 6:00am MON - FRI WILL NOT SHINE DIRECTLY ON ADJACENT PROPERTIES WI-ERE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD SMOKE FROM DITCH BURNING,FLIES 4 MOSQUITOS,HUNTING AND MAP LEGEND: ACCESSIBLE STALLS 4 I H.C.VAN ACCESSIBLE SPACE SUCH WOULD CAUSE A NUISANCE OR INTERFERE WITH THE USE COUNTY BOARD OF COUNTY COMMISSIONERS BEFORE SUCH TRAPPING ACTIVITIES,SHOOTING SPORTS,LEGAL HAZING OF LANDSCAPE ARCHITECT: 5. THE PARKING ON THE SITE SHALL BE MAINTAINED. OF ADJACENT PROPERTIES N ACCORDANCE WITH THE PLAN. CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS NUISANCE WILDLIFE,AND THE USE OF PESTICIDES t FERTILIZERS 0 UTILITY POLE F. STORM-WATER MANAGEMENT IS ADDRESSED VIA AN ON-SITE MUNDNG DESIGN,LLC NEITHER THE DIRECT,NOR REFLECTED,LIGHT FROM ANY LIGHT ARE PERMITTED. ANY OTHER CHANGES SHALL BE FILED IN IN THE FIELDS, INCLUDING THE USE OF AERIAL SPRAYING. IT DETENTION 1 WATER QUALITY FACILITY.(RE: CIVIL SHEET CID) 201 WEST CHESTER STREET U.S.R.RESUBMITTAL I-FEB-16 6. ALL SIGNS SHALL BE SHOWN ON THE MAP 4 SHALL ADHERE TO SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF THE OFFICE OF THE DEPAI'cIMtNT OF PLANNING SERVICES. IS COMMON PRACTICE FOR AGRICULTURAL PRODUCERS TO LAFAYETTE,CO 80026 C) SET"4 MBAR 4 I" CAP USUR.APPLICATION 9-SEP-15 CHAPTER 23,ARTICLE IV,DIVISION 2 t APPENDICES 23-C,23-D MOTOR VEHICLES CN PUBLIC OR PRIVATE STREETS. NO COLOR UTILIZE AN ACCUMULATION CF AGRICULTURAL MACHINERY AND G. SANITARY SERVICE SHALL BE ADDRESSED VIA A NEW UNDER- CONTACT: KURT MUNDNG,L.A. AND 23-E OF THE WELD COUNTY CODE. LIGHTING MAY BE USED WHICH MAY BE CONFUSED WITH,OR 29. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE SUPPLIES TO ASSIST IN THEIR AGRICULTURAL OPERATIONS. A GROUND SEPTIC 4 LEACH FIELD SYSTEM AS ENGINEERED BY PH: 120-213-3884 PLAN UPDATE II-FEB-15 CONSTRUED AS,TRAFFIC CONTROL DEVICES. FOR COMPLYING WITH ALL THE FOREGOING DEVELOPMENT CONCENTRATION OF MISCELLANEOUS AGRICULTURAL MATERIALS S FOUND MOINMENT AS NOTED CES.CONSULTANTS,LLC. CONTACT:KURT IOLLIN(910)341-0615 ISSUED FOR: DATE: 1. LANDSCAPING 4 SCREENING ON THE SITE SHALL BE MAINTAINED. STANDARDS. NON-COMPLIANCE WITH ANY OF THE FOREGOING OFTEN PRODUCES A VISUAL DISPARITY BETWEEN RURAL AND 19. THE SCREENING,LANDSCAPING,PARKING AREAS,SIGNAGE AND DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION URBAN AREAS OF WELD COUNTY. SECTION 35-3.5-102,CURES, n TELEPHONE BOX H. DOMESTIC WATER TAP t SERVICE IS EXISTING 4 SUPPLIED BYCOPYRIGHT ZOO a. ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID LIGHTING ON NE SITE SHALL BE MAINTAINED. OF THE PERMIT BY THE BOARD OF COUNTY COMMISSIONERS. PROVIDES THAT AN AGRICULTURAL OPERATION SHALL NOT BE CENTRAL WELD WATER DISTRICT. PH: (910)352-1284. TNRK TANK STUDIO,NO WASTES DISPOSAL SITES AND FACILITIES ACT,30-20-100.5, FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AGRI- A NEW,UP-SIZE COMMERCIAL TAP WILL BE OBTAINED T.B.D.HALL BE STORED AND REMOVED FOR 20.SHOULD NOXIOUS WEEDS EXIST ON THE PROPERTY OR BECOME 30.RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: WELD CULTURAL OPERATION ALLEGED TO BE A NUISANCE EMPLOYS PROPOSED FIRE MESS NCO NW DOCUMENT,AND 741E(PEAS AND ATEP WREN,AS FINAL DISPOSAL IN A MANNER THAT PROTECTS AGAINST ESTABLISHED AS A RESULT OF THE PROPOSED DEVELOPMENT, COUNTY HAS SOME OF THE MOST ABUNDANT MINERAL RESOURCES METHODS OR PRACTICES THAT ARE COMMONLY OR REASON- TO BE COORDINATED WITH FFF.P.D. J. NATURAL GAS SERVICE IS EXISTING 4 SUPPLIED BY SOURCE GAS. GROSS SF. ACRES PERCENT ,41 NBTRFlNT O•PROFESSIONAL BERME,MAY NOT OE USED,N MOLE SURFACE AND GROUNDWATER CONTAMINATION. THE APPLICANT /OUNER SHALL BE RESPONSIBLE FOR THEIR INCLUDING,BUT NOT LIMITED TO,SAND t GRAVEL,OIL,NATURAL ABLY ASSOCIATED WITH AGRICULTURAL PRODUCTION. PH: (800)563-0012. EXISTING DWELLING t GARAGE 3)82 SF 0.01 ac 1.1 % OR N mom I,OR TNm OR ANY OTHER CONTROL PURSUANT TO CHAPTER 15,ARTICLES I AND II OF THE GAS,AND COAL. UNDER TITLE 34 OF CRS.,MINERALS ARE VITAL © EXIST.SOURCE-GAS METER 4 SERVICE. PROJECT,WITHOUT THE WRITTEN 9. NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED WELD COUNTY CODE. RESOURCES BECAUSE (A)THE STATE'S COMMERCIAL MINERAL WATER WAS BEEN,AND CONTINUES TO BE,THE LIFELINE FOR TI# K ELECTRICAL METER 1 SERVICE IS EXISTING AND SUPPLIED BY PHASE 1 BUILDING COVERAGE 10,560 SF 025 ac 5b % COSIENT OF TMNK TANK STUDIO AT THIS SITE. THIS IS NOT MEANT TO INCLUDE THOSE WASTES DEPOSITS ARE ESSENTIAL TO THE STATE'S ECONOMY,(B)THE AGRICULTURAL COMMUNITY. IT IS UNREALISTIC TO ASSUME THAT O EXISTUNITED POWER PH: (303)631-1300. SIDEWALKS WITHIN PROPERTY LINES 14065 SF 0.33 ac 1.5 % Nil SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A SOLID 21. THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO POPULOUS COUNTIES Of THE STATE FACE A CRITICAL SHORTAGE DITCHES AND RESERVOIRS MAY SIMPLY BE MOVED "OUT OF THE .UNITED POWER ELECTRIC METER 4 WASTE IN THE SOLID WASTES DISPOSAL SITES DISPOSAL SITES THE PUBLIC ROILS INCLUDING DAMAGES 4 OFFSITE TRACKING. OF SUCH DEPOSITS 4 (C)SUCH DEPOSITS SHOULD BE EXTRACTED WAY" OF RESIDENTIAL DEVELOPMENT. WHEN MOVING TO THE SERVICE ENTRANCE. L. FIRE PROTECTION: NE 1-O, 03CD SANCTUARY STRUCTURE TO PARKING LOTS t DRIVES 62,813 SF 1.44 ac 33.4% c ceo PORE QUALITY CONTROL AND FACILITES ACT,30-20-100.5,CRS,AS AMENDED. ACCORDING TO A RATIONAL PLAN,CALCULATED TO AVOID NE COUNTY,PROPERTY OWNERS t RESIDENTS MUST REALIZE THEY BE EQUIPPED WITH AN APPROVED AUTOMATIC FIRE-SPRINKLER SITE LANDSCAPE 91)00 SF 223 ac 51S% 22. THERE 5HALL BE NO PARKING OR STAGING OF VEHICLES ON WASTE OF SUCH DEPOSITS AND CAUSE NE LEAST PRACTICABLE CANNOT TAKE WATER FROM IRRIGATION DITCHES,LAKES OR O EXIST. CENTRAL WELD WATER DISTRICT SYSTEM IN ACCORD w/NFPA 101 t ICC 2012 IF.C.COORDINATEDAPPR7vOO EYOMER 10. WASTE MATERIAL SHALL BE HANDLED,STORED t DISPOSED OF PUBLIC ROADS. ON-SITE PARKING SHALL BE UTILIZED. DISRUPTION OF THE ECOLOGY AND QUALITY OF LIFE OF THE OTHER STRUCTURES,UNLESS THEY HAVE AN ADJUDICATED RIGHT SERVICE ENTRANCE. WITH THE FREDERICK FIRESTONE FIRE PROTECTION DISTRICT. TOTAL SITE AREA: 188)80 SF 4.32 ac 100% IN A MANNER THAT CONTROLS THE FUGITIVE DUST,FUGITIVE CITIZENS OF THE POPULOUS COUNTIES OF NE STATE. TO THE WATER PH: (303)833-2142. RE: CIVIL CID FOR NEW FIRE LINE FROM PARTICULATE EMISSIONS, BLOWING DEBRIS,AND OTHER 23. THE HISTORICAL ROW PATTERNS AND RUNOFF AMOUNTS SHALL CWJ.CJUJD.MAIN TO HYDRANT 4 FD.C.CONNECTION w/SANCTUARY. POTENTIAL NUISANCE CONDITIONS. THE APPLICANT SHALL BE MAINTAINED ON THE SITE. MINERAL RESOURCE LOCATIONS ARE WIDESPREAD THROUGHOUT WJELD COUNTY COVERS A LAND AREA OF APPROXIMATELY FOUR FD PROPOSED KNOX-BOX LOCATION FOR PHASE 2 ESTIMATED EXPANSION +1- 9,618 SF 0.22 ac 5.1 % U.S.R. SITE OPERATE IN ACCORDANCE WITH CHAPTER 14,ARTICLE 1 OF THE COUNTY AND PERSONS MOVING INTO THESE AREAS MUST THOUSAND (4,000)SQUARE MILES IN SIZE /TWICE NE SIZE OF FFF.P.D.EMERGENCY ACCESS. M. CONSTRUCTION TYPE: PROPOSED TYPE 'V-A",I-HR BY SPRINKLER THE WELD COUNTY CODE. 24. WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE OF RECOGNIZE VARIOUS IMPACTS ASSOCIATED WIN THIS DEVELOP THE STATE OF DELAWARE)WITH MORE THAN THREE-THOUSAND, FOR NE SANCTUARY 4 TYPE V-B NON-RATED FOR THE "PODS" PLAN MAP ON-SITE DRAINAGE RELATED FEATURES. -MENT. OFTEN TIMES,MINERAL RESOURCE SITES ARE FIXED TO SEVEN-HUNDRED (3,100)MILES OF STATE AND COUNTY ROADS EX BLDG ENTRANCE / EGRESS DOOR LOC. PER ICC 2012 IBC.CHAPTER 6 t TABLE 601. FIRE ENGINEERING II. FUGITIVE DUST SHOULD Al ItMI-1 TO BE CONFINED ON PROPERTY. THEIR GEOFCTRAPHICAL 4 GEOPHYSICAL LOCATIONS. MOREOVER, OUTSIDE OF MUNICIPALITIES. THE SHEER MAGNITUDE OF THIS TAD. IN NE CONSTRUCTION DOCUMENTS PHASE OF PROJECT. U.S.R / DEVELOPMENT PLAN SHEET INDEX: USES ON NE PROPERTY SHOULD COMPLY WITH NE "COLORADO 25. BUILDING PERMITS MAY BE REQUIRED,PER SECTION 29-3-10 OF THESE RESOURCES ARE PROTECTED PROPERTY RIGHTS AND AREA TO BE SERVED STRETCHES AVAILABLE RESOURCES. LAW _ _ _ _ PROPERTY L AIR QUALITY COMMISSION'S" AIR QUALITY REGULATIONS. THE WELD COUNTY CODE. CURRENTLY,THE FOLLOWING CODES MINERAL OWNERS SHOULD BE AFFORDED THE OPPORTUNITY TO ENFORCEMENT IS BASED ON RESPONSES TO COMPLAINTS MORE INE N. OCCUPANCY TYPE: ASSEMBLY GROUP 'A-3' PER ICC 2012 IUBC. SPI SITE PLAN MAP t CERTIFICATES HAVE BEEN ADOPTED BY WELD COMM 2012 INTERNATIONAL EXTRACT THE MINERAL RESOURCE THAN ON PATROLS OF THE COUNTY,AND THE DISTANCES WHICH SECTION 303.4 t 3051.1 12. THIS FACILITY SHALL ADHERE TO THE MAXIMUM PERMISSIBLE CODE SERIES,2006 INTERNATIONAL ENERGY CONSERVATION MUST BE TRAVELED MAY DELAY ALL EMERGENCY RESPONSES, EASEMENT SP2 BUILDING ELEVATIONS NOISE LEVELS ALLOWED IN NE NON-SPECIFIED ZONE AS IS CODE AND 2014 NATIONAL ELECTRIC CODE BUILDING PERMIT 31 WELD COUNTY RIGHT TO FARM: WELD COUNTY IS ONE OF THE INCLUDING LAW ENFORCEM1ENT,AMBULANCE t FIRE DEPAFCIMtNTS. P. PHASE 2 -FUTURE EXPANSION IS ESTIMATED TO YIELD ADDITIONAL Cl MASTER UTILITY PLAN S �� DELINEATED N SECTION 14-9-30 OF THE WELD COUNTY CODE. APPLICATION MUST BE COMPLETED 4 TWO(2)COMPLETE SETS MOST PRODUCTIVE AGRICULTURAL COUNTIES IN THE UNITED FIRE PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS 111140 - - - SETBACK 5,500W- SF TO THE NORTH OF NE PROPOSED SANCTUARY BLDG. OF ENGINEERED PLANS BEARING THE STAMP OF A COLORADO STATES,TYPICALLY RANKING IN NE TOP TEN COUNTIES IN THE MUST LEAVE THEIR JOBS 4 FAMILIES TO RESPOND TO EMERGENCIES. AND AN ADDITIONAL 3,500+/- SF TO THE WEST. THE EXISTING C2 GRADING PLAN 4 STORM-WATER MANAGEMENT 13. ADEQUATE DRINKING,HAND-WASHING AND TOILET FACILITIES REGISTERED ARCHITECT OR ENGINEER MUST BE SUBMITTED FOR COUNTRY IN TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS COUNTY GRAVEL ROADS,NO MATTER HOW OFTEN ARE BLADED, DWELLING STRUCTURES ARE TO BE REMOVED AT THAT TIME. SHALL BE PROVIDED FOR THE EMPLOYEES AND PATRONS OF REVIEW. A GEOTECHNICAL ENGINEERING REPORT PERFORMED SOLD. THE RURAL AREAS OF WELD COUNTY MAY BE OPEN AND WILL NOT PROVIDE THE SAME KIND OF SURFACE AS EXPECTED 0 0 0 0 WIRE FENCE PARKING IS TO BE INCREASED BY 40+/- STD.SPACES ON THE C3 GRADING PLAN 4 STORM-WATER MANAGEMENT USR 15-0036 THE FACILITY AT ALL TIMES. PERMANENT,ADEQUATE WATER BY A COLORADO REGISTERED ENGINEER SHALL BE REQUIRED SPACIOUS,BUT THEY ARE INTENSIVELY USED FOR AGRICULTURE. FROM A PAVED ROAD. SNOW REMOVAL PRIORITIES MEAN NAT WEST MULTI-PURPOSE PLAY AREA SUPPLY SHALL BE PROVIDED FOR DRINKING AND SANITARY AND AN OPEN HOLE INSPECTION. PERSONS MOVING INTO A RURAL AREA MUST RECOGNIZE AND ROADS FROM SUBDIVISIONS TO ARTERIALS MAY NOT BE CLEARED F F F FIRE LINE LSP LANDSCAPE PLAN PURPOSES. ACCEPT THERE ARE DRAWBACKS, INCLUDING CONFLICTS WITH FOR SEVERAL DAYS AFTER A MAJOR SNOWSTORM. SERVICES LAND SURVEY PLAT 4 AREA TOPOGRAPHY JOB NUMBER 10-100 USR 15-0036 PRAIRIE COMMUNITY CHURCI1 FIRESTONE I/ COLORADO iyi. ■■ THINK TANK Nis t u d . 0 Cx F © D c 0 A 5 0 3 2 I arcn,tecture urban design Interiors k I 1I0 -�I I k X I I I X PO BOX 781 s'-0° FREDERICK CO 80530 303-9974948 303-960-9925 I I I I I 11111 I II 1 1i III III 1 1 1 II IIIrI�ll 1.11 I 1 'I II II I."! 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In�n ■.1.111.1.11� ' ' 9 PLAN UPDATE II-FEB-15 -- n m i n i in!1 ;o!m:m:!1.11�.1�Ym:Ym:Ymm� / ■ ■■ ■ �-- ■■✓ m. IIII IIII 111 IIII IIII111111111111i_ % " - - - - ' "' � I COPYRIGHT 206 ISSUED FOR DATE: _ _ _ Y--- = --x 1 ' ■ I -m. ' _ _ 1 THISDES GNS NOO T,AND RE WREN AW : __� _1101-=ja=- ■_—n C� I• S ■- � • ■-� �m� -�■��7!� 1110—:sue II A I SIB NCQ4tOP r*0TED ESIO ALa■ n■- ■_ •I _- - �mx -■- r=ti .� a■ _' - ■ __ :_. I _ —ate m� - ■.�-- AN INSTRUMENT OP MEOrE8810NAL _ x�s`ax�s'a :ec�=a a�Elxz�m�■�1 -��_ =xl.!a='sli��_ ! amx. - ss:z'ma a �a x __ o� =ME,MAY NOT OE USED,N U WI.E OR N PART,P00 THIS OR ANT O11LBR I I I I I I I I I I I I PROJECT,WITHOUT THE WRITTEN CONSENT OP THINK TANG'STUDIO ilit CHECKED POR GAMUT-CONTROL SOUTH ELEVATION 1WEST ELEVATION m 4' a' 12' 24' SCALE: 3/32"=1'-m"(N;:) SCALE: 3/32"=1'-m" \ BUILDING ELEVATIONS SP2 FOR ENTITLEMENT APPROVALS ONLY USR 15-0036 JOB NUMBER 1O-lee ZEREN LAND SERVICES Oil and Gas Title Services P.O. Box 336337 (970) 351-0733 Greeley, CO 80633-0606 Fax (970) 351-0867 LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION (Prairie Community Church Property) Subject Property: Township 2 North, Range 68 West, 6th P.M., Weld County, CO Section 14: N'%NEV4NE'/NEA Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the following is a true and accurate list of the names and addresses of the mineral owners and mineral leasehold owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. in the Subject Property based upon the records of the Weld County Assessor and Clerk Recorder as of February 11, 2014 at 7:45 a.m.: Mineral Owners: Mineral Leasehold Owners: None (entitled to notice) None (entitled to notice) Dated this 191h day of February, 2013. ZEREN LAND SERVICES By: Clnthia A. E. Ze�, CPL Certi ied Professional Landman #4044 Page 1 of 2 At the request of Prairie Community Church ("Client"), Zeren Land Services, an independent land consulting firm, has prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. Zeren Land Services, searched (i) the records of the Weld County Assessor relating to the Subject Property for persons identified therein as mineral estate owners, and (ii) the records of the Weld County Clerk and Recorder relating to the Subject Property for recorded requests for notification in the form specified in the Surface Development Notification Act. The results of these searches are set forth above in this List of Mineral Owners Entitled to Notice. At the date of the search, the records of the Assessor and the Clerk and Recorder were posted through February 11, 2014 at 7:45 A.M. Zeren Land Services, agreed to prepare this listing for the Client only if the Client agreed that the liability of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services. Zeren Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy, completeness or sufficiency of such listing of mineral estate owners. In the event the listing proves to be inaccurate, incomplete, insufficient or otherwise defective in any way whatsoever or for any reason whatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to Zeren Land Services, for the listing. In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and hold Zeren Land Services, its managers, members and employees, harmless from and against all claims by all persons (including, but not limited to Client) of whatever kind or character arising out of the preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that both the foregoing limitation on liability and foregoing indemnification shall be binding and effective without regard to the cause of the claim, inaccuracy or defect, including, but not limited to, breach of representation, warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of any party (including Zeren Land Services) of any kind or character (regardless of whether the fault or negligence is sole, joint, concurrent, simple or gross). Client's use of this listing evidences Client's acceptance of, and agreement with, this limitation on liability and the indemnification. ZEREN LAND SERVICES Date: February 19, 2014 By: C ie6 , thia A. E. Z,fen, as President Page 2 of 2 2.10.2016 at 5:38P Email Thread between David Puccetti FF FPD and Patrick Berrend,AlA for Prairie Community Church Mr. Berrend, Thank you for the e-mail and the drawings. We would you request that you completed and sign the FFFPD Plan Review Application and pay half of the review fee at this time ($1625.50).The remaining review fees ($1625.50) can be paid at the time of the submittal with the construction drawings and fire alarm and fire sprinkler drawings. Please let us know if you have any further questions. Respectfully, David P. Puccetti Division Chief/Fire Marshal Frederick-Firestone Fire Protection District Office: 303-833-2742 Cell: 720-641-3582 Fax: 303-833-3736 Website: www.fffd.us Twitter: http://twitter.com/FFFPD Facebook: www.facebook.com/FFFPD "Duty, Honor,Compassion" "Everyone you meet is fighting a battle you know nothing about. Be Kind.Always." This electronic communication(including attachments)is intended solely for the person or the persons to whom it is addressed and may contain confidential information.If you receive this communication in error,you are prohibited from disseminating or copying this communication(including attachments),please notify the sender that you received this email in error and delete this communication from your system. From: patrick berrend [mailto:patrick@thinktankstudio.net] Sent: Wednesday, February 10, 2016 4:20 PM To: Dave Puccetti Cc: 'Kleven Bingham'; 'Cathy McIntosh' Subject: RE: Prairie Community Church USR-Resubmittal Importance: High Mr. Puccetti: Thank you for sending this information. I did drop off a packet of the full-size USR planning documents for your use. One clarification. We have not yet prepared the construction documents of the buildings. This package of documents is limited to the site and the entitlements application with Weld County. Should we issue the FFFPD Application and Fees now for your review, or does this occur when we have completed the construction documents and fire-engineering of the building? Thank you and please feel free to contact me on my mobile with any questions. Regards: Patrick Berrend—Registered Architect, NCARB, LEEDap 303-960-9925 From: Dave Puccetti [mailto:DPuccetti@fffd.us] Sent: Wednesday, February 10, 2016 12:36 PM To: patrick berrend <patrick@thinktankstudio.net> Cc: 'Kleven Bingham' <bkleyen@gmail.com>; 'Cathy McIntosh' <cathy@prairiecc.org> Subject: RE: Prairie Community Church USR-Resubmittal Patrick, Thank you for the e-mail and the discussion regarding the Prairie Community Church project. Please see the attached FFFPD Plan Review Application for the new review fees. Here are the new fees based on our changes for 2016 Review Fee: - Site Review Fee $1775.00 based on 174,000 SF Site - Fire Alarm Review Fee $275.00 based on 9970 SF - Fire Sprinkler Review Fee $275.00 based on 9970 SF - Special Hazard Review Fee $0 - Total Fees $2325.00 DUE at the time of submittal Please let us know if you need anything further or if you have further questions. Respectfully, David P. Puccetti Division Chief/Fire Marshal Frederick-Firestone Fire Protection District From: patrick berrend [mailto:patrick@thinktankstudio.net] Sent: Wednesday, February 10, 2016 11:41 AM To: Dave Puccetti Cc: 'Kleven Bingham'; 'Cathy McIntosh' Subject: Prairie Community Church USR-Resubmittal Importance: High Mr. Puccetti: Good morning. Please see the attached cover letter and document update related to the pending Weld County USR application for the Prairie Community Church Project on the NW corner of WCR 11 &WCR 22 within your protection district. We hope to have addressed your specific referral comments related to this planning effort and will submit the application materials and fees for your formal plan review. Secondly, Central Weld County Water District has requested a letter from your department or a published document that outlines what fire-flow volumes you will require for this location and project. I have also attached their CWCWD mapping study of the district water main adjacent to our property on WCR11. We are working with Kim Ogle at Weld County and Jodi Reed at Central Weld County Water District. Lastly, I will be delivering full-size paper copies of these documents for your convenience. Please feel free to contact me directly with any questions. Regards: Patrick Berrend—Registered Architect, NCARB, LEEDap 303-960-9925 Wed 2/10/2016 11:33 AM EMAIL text from Patrick Berrend Mr. Puccetti: Good morning. Please see the attached cover letter and document update related to the pending Weld County USR application for the Prairie Community Church Project on the NW corner of WCR 11 & WCR 22 within your protection district. We hope to have addressed your specific referral comments related to this planning effort and will submit the application materials and fees for your formal plan review. Secondly, Central Weld County Water District has requested a letter from your department or a published document that outlines what fire-flow volumes you will require for this location and project. I have also attached their CWCWD mapping study of the district water main adjacent to our property on WCR11. We are working with Kim Ogle at Weld County and Jodi Reed at Central Weld County Water District. Lastly, I will be delivering full-size paper copies of these documents for your convenience. Please feel free to contact me directly with any questions. Regards: Patrick Berrend—Registered Architect, NCARB, LEEDap 303-960-9925 MN THINK TANK ■. s t u d r o architecture anan des g^ ntenors Patrick Berrend Princ•p.tl c 303 997 4948 303.99€0 9925 weos thir dar•s!V"a0.net - pag9carr,^F,a^kst.0 O.ret With attachments: PCC Civil Details PCC Drainage Report PCC Fire Flow Data PCC Civil Master Utility Plan PCC Landscape Plan PCC Referral Response FFFPD PCC Site Plan 1 PCC Site Plan 2 PCC Survey APPENDIX B FIRE-FLOW REQUIREMENTS FOR BUILDINGS The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. SECTION B101 accordance with the International Building Code, are allowed GENERAL to be considered as separate fire-flow calculation areas. B101.1 Scope. The procedure for determining fire-flow B104.3 Type IA and Type IB construction. The fire-flow requirements for buildings or portions of buildings hereafter calculation area of buildings constructed of Type IA and constructed shall be in accordance with this appendix. This Type LB construction shall be the area of the three largest sue- appendix does not apply to structures other than buildings. cessive floors. Exception: Fire-flow calculation area for open parking SECTION B102 garages shall be determined by the area of the largest DEFINITIONS floor. B102.1 Definitions.For the purpose of this appendix, certain terms are defined as follows: SECTION B105 FIRE-FLOW. The flow rate of a water supply, measured at FIRE-FLOW REQUIREMENTS FOR BUILDINGS 20 pounds per square inch (psi) (138 kPa) residual pressure, B105.1 One- and two-family dwellings.The minimum fire- that is available for fire fighting. flow and flow duration requirements for one-and two-family FIRE-FLOW CALCULATION AREA. The floor area, in dwellings having a fire-flow calculation area that does not square feet(m2), used to determine the required fire flow. exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min) for 1 hour. Fire-flow and flow duration for dwellings having a fire-flow calculation area in SECTION B103 excess of 3,600 square feet (344.5m) shall not be less than MODIFICATIONS that specified in Table B105.1. B103.1 Decreases. The fire chief is authorized to reduce the Exception: A reduction in required fire-flow of 50 per- fire-flow requirements for isolated buildings or a group of cent, as approved, is allowed when the building is buildings in rural areas or small communities where the equipped with an approved automatic sprinkler system. development of full fire-flow requirements is impractical. B105.2 Buildings other than one- and two-family dwell- B103.2 Increases. The fire chief is authorized to increase the ings.The minimum fire-flow and flow duration for buildings fire-flow requirements where conditions indicate an unusual other than one-and two-family dwellings shall he as specified susceptibility to group fires or conflagrations. An increase in Table B105.1. shall not be more than twice that required for the building under consideration. Exception: A reduction in required fire-flow of up to 75 B103.3 Areas without water su l s stems. For informa_ percent, as approved, is allowed when the building is pro- PP y y' vided with an approved automatic sprinkler system tion regarding water supplies for fire-fighting purposes in installed in accordance with Section 903.3.1.1 or rural and suburban areas in which adequate and reliable water 903.3.1.2. The resulting fire-flow shall not be less than supply systems do not exist, the fire code official is autho- 1,500 gallons per minute (5678 L/min) for the prescribed rized to utilize NFPA 1142 or the International Wildland- duration as specified in Table B105.1. Urban Interface Code. SECTION B104 SECTION B106 FIRE-FLOW CALCULATION AREA REFERENCED STANDARDS 4.2, B104.1 General. The fire-flow calculation area shall be the ICC IBC-12 International Building Code Ta e Tabb le B105.1 105.1 total floor area of all floor levels within the exterior walls, and under the horizontal projections of the roof of a building, ICC IWUIC -12 International Wildland- B103.3 Urban Interface Code except as modified in Section B 104.3. NFPA 1142--12 Standard on Water Supplies 02 ad B104.2 Area separation. Portions of buildings which are for Suburban and Rural Fire separated by fire walls without openings, constructed in Fighting 2012 INTERNATIONAL FIRE CODE® 445 APPENDIX B TABLE 8105.1 MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS FIRE-FLOW CALCULATION AREA(square feet) FIRE-FLOW FLOW DURATION Type IA and IB' Type IIA and IIIA' Type IV and V-A' I Type IIB and IIIB' I Type V-B' (gallons per minute (hours) 0-22,700 0-12,7(10 0-8,200 0-5,900 I 0-3,600 1,500 22,701 30,200 12,701 17,000 8.201-10.900 5.901-7,900 I 3.601-4,800 1,750 30,201-78,700 17.001-21,800 10,901-12,000 7,901-9,800 4,801-6,200 2,000 2 38,701-48,300 21,801-24,200 12,901 17.400 9,801 1.2,600 6,201 7,700 2,250 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18:100 9,401-11,300 2.750 70,901-83,700 39,701-47,100 25,501 30,100 18,40121,800 11,301 13,400 3,000 83,701-97,700 47,101-54,90) 30,101-35200 21,801-25,900 j 13,401-15,600 3,250 97,701-112,700 54,901-63,400 35,201-40,600 25,901-20,300 15,601-18,000 3,500 112,701-128,700 63,401-72,400 40,601 46,400 29,301 33,500 18,001-20,500 3,750 - 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-183,400 92,401-103,100 59,101 66,000 42,701-47.700 26.301 29,300 4,500 183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 • 5,000 225,201 247,700 126,701 139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601.-43-00 5,500 271,201-295,900 '52,601-166,500 97,701 106,500 70,601 77,000 43,401-4,,400 1 5,750 295,901-Greater 166,501-Greater 106501-115,800 77,001-83,700 47,401-51,500 6,000 4 115,801 125,500 83,701 90,600 51,501-55,700 6,250 -- — 125,501-135,50(1 90,601-97,900 55,701-60,200 6,500 135,501-145,800 97,901-106,800 60,201-64,800 6,750 145,801-156,700 106,801-113,200 64,801-69,600 7,000 156,701-167.900 113,201-121,300 69,601-74,600 7,250 167,901-179,400 121,301-129,600 74,601-79,800 7,500 -- 179,101-191,400 129,601-138,300 79,801-85,100 7,750 191,401 Greater 138,301-Greater 85,101-Greater 8,000 For SI: I square foot-0.0929 m2, 1 gallon per minute-3.085 Lim, 1 pound per square inch-6.895 aPe. a. Types of can _ruation are based on the lotceoo:/and.Building Code. b. Measured at 20 psi residual pressure. 446 2012 INTERNATIONAL FIRE CODE® APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. SECTION C101 SECTION C104 GENERAL CONSIDERATION OF EXISTING FIRE HYDRANTS C101.1 Scope. Fire hydrants shall be provided in accordance C104.1 Existing fire hydrants. Existing fire hydrants on with this appendix for the protection of buildings, or portions public streets are allowed to be considered as available.Exist- of buildings,hereafter constructed. ing fire hydrants on adjacent properties shall not be consid- ered available unless fire apparatus access roads extend between properties and easements are established to prevent SECTION C102 obstruction of such roads. LOCATION C102.1 Fire hydrant locations. Fire hydrants shall be pro- videdSECTIONC105 along required fire apparatus access roads and adjacent DISTRIBUTION OF FIRE HYDRANTS public streets. C105.1 Hydrant spacing.The average spacing between fire hydrants shall not exceed that listed in Table C105.1. SECTION C103 Exception: The fire chief is authorized to accept a defi- NUMBER OF FIRE HYDRANTS ciency of up to 10 percent where existing fire hydrants C103.1 Fire hydrants available. The minimum number of provide all or a portion of the required fire hydrant service. fire hydrants available to a building shall not be less than that Regardless of the average spacing, fire hydrants shall be listed in Table C105.1. The number of fire hydrants available to a complex or subdivision shall not be less than that deter- located such that all points on streets and access roads adja- mined by spacing requirements listed in Table 0105.1 when cent to a building are within the distances listed in Table applied to fire apparatus access roads and perimeter public 0105.1. streets from which fire operations could be conducted. TABLE C105.1 NUMBER AND DISTRIBUTION OF FIRE HYDRANTS FIRE-FLOW REQUIREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY (gpm) OF HYDRANTS BETWEEN HYDRANTS's POINT ON STREET OR ROAD (feet) FRONTAGE TO A HYDRANT° 1,750 or less 1 500 250 2,000-2,250 2 450 225 2,500 3 450 225 3,000 3 400 225 3,500-4,000 4 350 210 4,500-5,000 5 300 180 5,500 6 300 180 6,000 6 250 150 6,500-7,000 7 250 150 7,500 or more 8 or more` 200 120 For S f. I foot—304.8 run. 1 gailun per minute—3.785 Um. a. Reduce by 100 feet fur dead-end streets or roads. h. Where streets arc provided with median dividers which cannot be crossed by fire fighters pulling hose lines,or where arterial streets are provided wilts four or more traffic lanes and have a traffic count of more than 30,1100 vehicles per day, hydrant spacing shat:average 500 feet on each side of the sneer and he arranged on an alternating basis up to a fire-flaw requirement of 7.000 gallons per minute and 400 feet for higher firs-flow requirements. r,. Wheys new water mains arc extended along streets where hydrants are not needed for protection of structures or similar fire problems,fire hydrants shad he provided at spacing not m exceed 1,000 feet to provide Ior transportation hazards. d. Reduce by 50 feet for dead-end streets or roads. e. One hydrant for each 1,000 gallons per minute or fraction thereof. 2012 INTERNATIONAL FIRE CODE® 447 448 2012 INTERNATIONAL FIRE CODE° APPENDIX D FIRE APPARATUS ACCESS ROADS The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. SECTION D101 D103.2 Grade. Fire apparatus access roads shall not exceed GENERAL 10 percent in grade. D101.1 Scope. Fire apparatus access roads shall be in actor- Exception: Grades steeper than 10 percent as approved by dance with this appendix and all other applicable require- the fire chief. ments of the International Fire Code. D103.3 Turning radius. The minimum turning radius shall be determined by the fire code official. SECTION D102 D103.4 Dead ends. Dead-end fire apparatus access roads in REQUIRED ACCESS excess of 150 feet (45 720 mm) shall be provided with width D102.1 Access and loading. Facilities,buildings or portions and turnaround provisions in accordance with Table D103.4. of buildings hereafter constructed shall be accessible to fire TABLE D103.4 REQUIREMENTS FOR DEAD-END department apparatus by way of an approved fire apparatus FIRE APPARATUS ACCESS ROADS access road with an asphalt, concrete or other approved driv- LENGTH WIDTH ing surface capable of supporting the imposed load of fire (feet) (feet) TURNAROUNDS REQUIRED apparatus weighing at least 75,000 pounds (34 050 kg). 0-L50 20 None required 120-foot Hammerhead, 60-foot"Y" SECTION D103 151-500 20 or 96-foot diameter cul-de-sac in MINIMUM SPECIFICATIONS accordance with Figure D103.1 D103.1 Access road width with a hydrant. Where a fire 120-foot Hammerhead, 60-foot"Y" hydrant is located on a fire apparatus access road, the mini- 501-750 26 or 96-foot diameter cul-de-sac in mum road width shall be 26 feet (7925 mm), exclusive of accordance with Figure D103.1 shoulders (see Figure D103.1). Over 750 I Special approval required For SC 1 foot=304.8 mm. ( 96' _ 26' R 26' / fYP 28 R 20' TYP. 20' 20' 26' i 96-FOOT DIAMETER 60-FOOT"Y" MINIMUM CLEARANCE CUL-DE-SAC AROUND A FIRE HYDRANT 60' - - 60' 28' R TYP 20' - 70' 28' R TYP 20' - 26' 20' 120-FOOT HAMMERHEAD ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD For Si: i `oot=304.8 mm. FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND 2012 INTERNATIONAL FIRE CODE® 449 APPENDIX D D103.5 Fire apparatus access road gates. Gates securing D103.6.2 Roads more than 26 feet in width. Fire lane the fire apparatus access roads shall comply with all of the signs as specified in Section D103.6 shall be posted on one I following criteria: side of fire apparatus access roads more than 26 feet wide I. The minimum gate width shall be 20 feet(6096 mm). (7925 mm)and less than 32 feet wide(9754 mm). ' 2. Gates shall be of the swinging or sliding type. 3. Construction of gates shall be of materials that allow SECTION D104 manual operation by one person. COMMERCIAL AND INDUSTRIAL DEVELOPMENTS 4. Gate components shall be maintained in an operative D104.1 Buildings exceeding three stories or 30 feet in condition at all times and replaced or repaired when height. Buildings or facilities exceeding 30 feet (9144 mm) defective. or three stories in height shall have at least two means of fire apparatus access for each structure. 5. Electric gates shall be equipped with a means of open- ing the gate by fire department personnel for emer- D104.2 Buildings exceeding 62,000 square feet in area. gency access. Emergency opening devices shall be Buildings or facilities having a gross building area of more approved by the fire code official. than 62,000 square feet(5760 m2) shall be provided with two separate and approved fire apparatus access roads. 6. Manual opening gates shall not be locked with a pad- lock or chain and padlock unless they are capable of Exception: Projects having a gross building area of up to being opened by means of forcible entry tools or when 124,000 square feet (11 520 m2) that have a single a key box containing the key(s) to the lock is installed approved fire apparatus access road when all buildings are at the gate location. equipped throughout with approved automatic sprinkler systems. 7. Locking device specifications shall be submitted for approval by the fire code official. D104.3 Remoteness. Where two fire apparatus access roads are required,they shall be placed a distance apart equal to not 8. Electric gate operators, where provided, shall be listed less than one half of the length of the maximum overall diag- in accordance with UL 325. onal dimension of the lot or area to be served, measured in a 9. Gates intended for automatic operation shall be straight line between accesses. designed, constructed and installed to comply with the requirements of ASTM F 2200. D103.6 Signs. Where required by the fire code official, fire SECTION D105 apparatus access roads shall he marked with permanent NO AERIAL FIRE APPARATUS ACCESS ROADS PARKING—FIRE LANE signs complying with Figure D105.1 Where required. Where the vertical distance D103.6. Signs shall have a minimum dimension of 12 inches between the grade plane and the highest roof surface exceeds (305 mm) wide by 18 inches (457 mm)high and have red let- 30 feet (9144 mm), approved aerial fire apparatus access ters on a white reflective background. Signs shall be posted roads shall be provided. For purposes of this section, the on one or both sides of the fire apparatus road as required by highest roof surface shall be determined by measurement to Section D103.6.1 or DI03.6.2. the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater. SIGN TYPE"A" SIGN TYPE"C" SIGN TYPE"D" D105.2 Width. Aerial fire apparatus access roads shall have • NO NO NO a minimum unobstructed width of 26 feet(7925 mm), exclu- PARKING PARKING PARKING sive of shoulders, in the immediate vicinity of the building or portion thereof. 18" FIRE LANE FIRE LANEI FIRE LANE D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a i It �� H '- ___I , minimum of 15 feet (4572 mm) and a maximum of 30 feet 12" 12 — 12" ,� (9144 mm)from the building,and shall be positioned parallel to one entire side of the building. The side of the building on FIGURE D103.6 which the aerial fire apparatus access road is positioned shall FIRE LANE SIGNS be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall I D103.6.1 Roads 20 to 26 feet in width.Fire lane signs as specified in Section D103.6 shall be posted on both sides not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other of fire apparatus access roads that are 20 to 26 feet wide obstructions shall be permitted to be placed with the approval (6096 to 7925 mm). of the fire code official. 450 2012 INTERNATIONAL FIRE CODE® APPENDIX D SECTION D106 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS D106.1 Projects having more than 100 dwelling units. Multiple-family residential projects having more than 100 dwelling units shall be equipped throughout with two sepa- rate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2. D106.2 Projects having more than 200 dwelling units. Multiple-family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler sys- tem. SECTION D107 ONE-OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS D107.1 One- or two-family dwelling residential develop- ments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided I with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accor- dance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the International Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire appa- ratus access road shall not be increased unless fire apparatus access roads will connect with future development,as determined by thefire code official. D108 REFERENCED STANDARDS ASTM F 2200-05 Standard Specification for Automated Vehicular Gate Construction D103.5 ICC IFC-12 International Fire Code D101.5, D107.1 UL 325-02 Root. Drapery. Gate. Louver. and Window Operators and Systems, with Revisions through Fchruar1 2006 D103.5 2012 INTERNATIONAL FIRE CODE® 451 SOCKET BASE HARDWARE SPACE MAX. OF 12" APART ► 10" mil NOTE BOOM POS. HEIGHT REACH 6" ORIFICE FABRICATOR OF WET WELL AND VALVE VAULT DECKS SHALL DESIGN REINFORCING Al 27' 37' TRASH RACK - U.S. FILTER EL. 4905.70 (10-YR RELEASE CONTROL) SURROUNDING THE HOIST SOCKETS FOR A MAXIMUM LOAD OF 500 LBS WITH A A2 27' 38' STAINLESS STEEL WELL 44" A3 27' 40' SCREEN (OR EQUAL) W 2" 0 HOLES MOMENT LOCATED HORIZONTALLY IN ALL DIRECTIONS FROM THE CENTER OF THE / #93 (5 ROWS) SOCKET. A4 27' 42' VEE WIRE SLOT OPENINGS OF W CV & INVERT ELEV: 4904.90 A5 27' 44' 0.139 AND #156 VEE 2' 6" 'Lai 44 c SUPPORT RODS • _L. Bl 39' 31' 1._8„ B2 39' 32' _ _ = = ===_= 4" 0.C. B3 40' 34' - - ---- 1 B4 40' 36' INVERT EL. 4903.20 • � B5 41' 38' - ORIFICE PLATE DETAIL , Cl 48' 23' I NOT TO SCALE 13" C2 48' 24' 13 17/32 2' CONCRETE PAN (IN POND) � �. C4 51' 27' I I CS 52' 29' I I = 1 3/16" C 8 1/4" T B f, �,� LIFT STATION PROFILE ((SEE NOTE 3)) CONE SECTION 11 13/16" 3/8" "• '� .��• -` �� LOOKING EAST 9 3/8" � 1 3/8" (SEE NOTE 2) / (I` !i/� s � 3/8 (BARREL SECTION) i •!r v X04 1/32 I,D,y I 1 I I ______• ________ 3/8" 0 / 1 2 3 4 5 A 1 78 o / 14" 15 5/16" ► _ END VIEW P LA N 57 3/4 4908 NSTALL FINISH WALL HEIGHT SOCKET BASE I 1 - 3"x6" REDUCER 2' SOUTH OF VAULT WALL 1/2" SURFACE 7REACH 9 + 1 M FOR BOTH TINES (TOTAL) 1 1/2 3/16 I► SEE SHEET 1 FOR CONTINUATION 49071. 3/16" 1 1/8„ I v \' i ... SOCKET BASE WELL SCREEN & ORIFICE PLATE '.'' 1 3/32" 4906 (SEE DETAILS ABOVE) 14" 7/8" 15 5/16" i ELEVATIO\O\ . 4905 3 1/2" - -3 3/8" PENETRATION ' ' L..- • NOTE 04 1/24904 - - 6" DETAIL (BARREL SECTION) PIN BLOCK OUT CONTRACTOR SHALL 4 7/8" THICKEN WET WELL AND VALVE VAULT DECKS TO 14" EXTENDING 12" RADIALLY FROM ATTACH TWIN-" LINES TO - (CONE SECTION) PORTABLE CRANE SHALL BE MODEL 5123M1 (OR APPROVED EQUAL) WITH M4311PB-K THE CENTER OF THE CRANE BASE TO ACCOMMODATE THE SOCKETS. MANHOLE WALL, 3 PLCS (6 P CS TOTAL) 3 16" 3 32" SPUR GEAR HAND WINCH, 523E FLUSH-MOUNT SOCKET BASE, WA25-45NS WIRE ROPE 4903 INS-TAI± UIDE RAIL 1 8" ASSEMBLY AS MANUFACTURED BY THERN, INC., WINONA, MN / PHONE: 800-843-7648 15 1s FAX: 507-454-5282 FLUSH MOUNTED SOCKET �ulIlIlI uu■■ 1 ,,2" , 1/16" /8" I STEEL DEBARFORMED ME1/2"D0 PORTABLE 801ST 4902 NOTE: SOCKETS SHALL 15 1s" N.T.S. BE CAST INTO LIFT STATION DECK N.T.S. 1/4"t 3�8" GENERAL NOTES 4901 1. SUPPLIER/MANUFACTURER OF PRE-CAST LIFT STATION COMPONENTS SHALL BEca, DETAIL SECTIO\ A-A . . 1 r--) PRE-APPROVED BY A STRUCTURAL ENGINEER. PRE-CAST COMPONENTS SHALL , <: CONFORM WITH REQUIREMENTS OF ASTM C-857 AND C-858. REINFORCING BARS, >A 1 4900 AGGREGATES, CEMENT AND JOINT SEALANT SHALL CONFORM TO ASTM STANDARDS _ _POLYPROPYLENE �EINFOCED PLASTIC STEP A-615 (OR A-706), C-33, C-150 AND C-990, RESPECTIVELY. CONCRETE SHALL APSIAPD '' 4;: LIFT STATION PROFILE DEVELOP 6000 PSI COMPRESSIVE STRENGTH AND SHALL BE TESTED IN 1 xf ' s L❑❑KING WEST NOTES: ACCORDANCE WITH ASTM C-39. CONCRETE REINFORCING SHALL BE GRADE 60 rn An !e Frame Pedestrian Laatlr'n Sin lI or Double Leaf i - cr -,I 9 $ 9 NOTES: 1. ASTM SPECIFICATIONS: MINIMUM. PRODUCTION OF PRE-CAST COMPONENTS SHALL NOT COMMENCE UNTIL - 4 SHOP DRAWINGS AND SUBMITTALS ARE APPROVED BY ENGINEER. ` ' 1. LIFT STATION MANHOLE TO BE TO OSHA STANDARDS. A. ASTM C-478 --1 I B. ASTM A-615 GRADE 60 (STEEL REBAR). 2. PUMP SUPPLIER TO SET FLOATS DURING PUMP STARTUP. PUMP ON FLOAT SHALL BE SET AT C. ASTM 2146-69, TYPE III, GRADE 16906 (POLYPROPYLENE). _ ,, ., , { NO HIGHER THAN 4903.0 FOR THE LEAD PUMP. THE LAG PUMP FLOAT SHALL BE 4904.5 FOR 2. ALL PENETRATIONS SHALL BE CONSTRUCTED WITH LINK SEAL OR PIPE WITH ..,, - STD RECESSED BOTH ON. 2. STEPS INSTALLED IN MANHOLE BARREL SECTIONS OR VERTICAL WALLS OF STRUCTURES SHALL WATER RING. ` "` rk PADLOCK =---„, .-FLUSH DROP HAVE A 9 3/8 INCH LEG AND SHALL PROJECT FROM THE WALL 6 INCHES. ! 3. THE PROPOSED CONTROL PANEL SHALL: , ,#I&NM;DIAMDND- I HANDLE 3.1. BE INSTALLED BY CONTRACTOR ADJACENT TO THE WET WELL PER MANUFACTURER'S 3. STEPS INSTALLED IN MANHOLE CONE SECTIONS SHALL HAVE AN 8 1/4 INCH LEG AND SHALL 3. THE BOTTOM OF THE EXCAVATIONS FOR THE LIFT STATION SHALL BE � -- cDVERPViTE PROJECT FROM THE WALL 4 7/8 INCHES. ' :„i'-:' '' '< & EXTRUDED ANGLE FRAME RECOMMENDATION. COMPACTED TO 97% OF MAXIMUM DRY DENSITY ASTM D-698 . 5 � c, WITH INTEGRAL SEATA ( ) g , ; CONTINUOUS ANCHOR FLANGE 1 3.2. PUMP SUPPLIER TO ENSURE BOTH PUMPS ARE WORKING AND CAN PERFORM LEAD-LAG 4. ALL STEPS SHALL HAVE A PENETRATION DEPTH INTO THE WALL OF 3 3/8 INCHES. '` " z ` ` 216 STAINLESS STEEL OPERATION. IT IS ALSO IMPORTANT THAT THE LEAD PUMP SWITCHES PUMPS SO THAT THEY 5. STEPS SHALL BE INSTALLED BY THE "PRESS-FIT" METHOD UTILIZING A SPECIALLY TAPERED PIN 4. FILLETS BETWEEN INSIDE WALLS AND FLOOR OF LIFT STATION SHALL BE � %_'"� T -1,,,,f, :., , AUTOMATIC HOLD OPEN CONSTRUCTED WITH NON-SHRINK GROUT AND AS SHOWN ON THE PLANS. ARM WITH RED VINYL GRIP EXPERIENCE EQUAL WEAR. TO FORM THE INSERT HOLE AS SHOWN, FOLLOWING MANUFACTURER'S RECOMMENDED PROCEDURE 1 ! 3 3 NECESSITY OF HORN AND LIGHT z , OWNER TO DETERMINE AND SHALL NOT BE GROUTED IN PLACE. r"�" ,'` � "« 316 STAINLESS �, 2.47e4 -Y, -- *` .. STEEL HINGE 6. INSTALLED STEPS SHALL BE CAPABLE OF WITHSTANDING A PULL OUT FORCE OF 2500 LB. PER 5. PUMP BASES SHALL BE SET IN NON-SHRINK GROUT. �: LEG FORA MINIMUM PERIOD OF TWO MINUTES. _ -' ' r I 6. SUBMERSIBLE PUMPS SHALL BE ABS MODEL XFP100C CB1 OR APPROVED 7. PINS MUST BE SMOOTH AND CONTINUOUSLY TAPERED. DIMENSIONS OF THE PIN AND THE INSERTED ° PORTION OF THE MANHOLE STEP ARE TYPICAL ONLY. W.M.D. INSTALLATIONS REQUIRE A MATCHED �TS„�. . ...._. _-.__ FRAME OPENING EQUAL (SEE MANUFACTURER FOR DIMENSIONAL DRAWINGS). PUMPS WILL "` COMBINATION OF A TAPERED INSERT PIN AMD MANHOLE STEP, AS RECOMMENDED OR REQUIRED ALTERNATE OPERATION WITH EACH START (MIN. RUN TIME 2 MIN). BY SPECIFIC MANUFACTURER OF THE STEP TO BE USED. - 12 INSIDE DIMENSIONS 8. STEPS TO BE SPACED & SHALL BE IN ACCORDANCE WITH AASHTO M199. 7. CONTRACTOR TO RUN SINGLE PHASE ELECTRICITY TO THE PUMPS. POWER = s rc ._ • -,° �N 60.0" LINE SHALL HAVE A MINIMUM BURY OF 3'. , -�, l = I STEPS IN LIFT STATION 8. THE FOUNDATION DESIGN OF THE LIFT STATION SHALL BE APPROVED BY THE --,, : �`. " NOT TO SCALE GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. ". Shown with optional features F . 9. ANCHOR BOLTS, FASTENERS OR OTHER EMBEDMENTS LOCATED WITHIN THE LIFT I 271"STATION SHALL BE CONSTRUCTED OF STAINLESS STEEL AND SHALL BE _,, General Description - 30.0" __F M CAST—IN—PLACE OR GROUTED IN PLACE WITH EPDXY GROUT. .,,v Angle frame floor access doors are the most economical solution for interior or exterior applications ,,. where water intrusion is not a concern. — — 42.0" — — 10. ALL ACCESS HATCH SURFACES AND ALUMINUM PARTS THAT CONTACT } CONCRETE SURFACES SHALL BE COATED WITH COAL TAR EPDXY PAINT. re Standard Features/Specifications I s' INSIDE DIMENSIONS , 11. MAINTENANCE FOR THE LIFT STATION IS RECOMMENDED AT LEAST QUARTERLY : Material: Aluminum,steel or stainless steel available TO REMOVE BUILD UP OF GREASE AND GRIT. A�... : .. Frame: 1/4"material with integral anchoring systems I--15.4" Covers: 114"diamond plate reinforced for 300 PSF Pedestrian loads Hardware: All 316 SS nuts,bolts and washers ._. — Hold-Open Device: 316 SS Hold-open arm with secondary latch mechanism } Lock device: Staple for padlock protrudes through cover 14.3" Lift handle: Recessed lift handle lays flush with top of cover L t Warranty: Ten(10)years on aluminum,five(5)years on steel and stainless steel APS 300 - RESUBMITTAL 2/01/16 AVAILABLE OPTIONS ARE LISTED ON PAGES 23-25 I (300 P.S.F. LOADING) PARK ENGINEERING AVAILABLE IN SINGLE,DOUBLE AND MULTIPLE DOOR CONFIGURATIONS(SEE PAGE 20 I 23 1/4" ALUMINUM HATCH THAT INCLUDES LOCKING CAPABILITY AS 4" VENT W/ SCREEN CONSULTANTS MANUFACTURED BY U.S. ill o o FOUNDRY AND MFG CORP. 420 21ST AVENUE, SUITE 101 STAINLESS STEEL .. OR APPROVED EQUAL TYP - ( ) LONGMONT CO. 80501 (303)651-6626 _____ LIFT STATION PRAIRIE RIDGE COMMUNITY CHURCH (6,,, A. Pedestrian Loading Only •I I I I I I VAULT DEC K SCALE: 1/2" =1'-0" EXCESS CABLE TO BE COILED ON HANGER PUMP & LIFT STATION DETAILS } AND SECURED WITH POLY WIRE TIE. If, CABLE HOLDER ` 4 DRAWINGS, DETAILS AND SPECIFICATIONS ARE AVAILABLE AT'.,%Vi�1V.USFFAB.COM OR CALL 800-258-6873 JOB NO DATE CAD NO SHEET NO N.T.S. 632-3 9/10/15 6323LS01 3 OF 3 Hello