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HomeMy WebLinkAboutHearing Examiner Packet 2020-06-10 w4co AGENDA HEARING EXAMINER MEETING City Hall—525 North Third Avenue Council Chambers WEDNESDAY,JUNE 10,2020 6:00 PM I. CALL TO ORDER II. PUBLIC HEARINGS A. Special Permit Fun Kids Daycare (SP2020-001)—Postponed B. Special Permit Wireless Tower(Station 84) (SP2020-006) C. Special Permit Madison Park(SP2020-007) III. NEW BUSINESS IV. ADJOURNMENT To best comply with Governor's Inslee's Emergency Proclamation and Extension regarding Open Public Meetings Act,the City asks all members of the public that would like to comment regarding items on the agenda to fill out a form via the City's website (www.pasco-wa.gov/publiccomment) to obtain access information to comment. Requests must be received by 4:00 p.m. on the day of the meeting. Please register for Pasco Hearing Examiner Meeting on June 10, 2020 6:00 PM PDT at: hLtps:Hattendee.gotowebinar.com/register/5568892661596988176 After registering, you will receive a confirmation email containing information about joining the webinar. This meeting is broadcast live on PSC-TV Channel 191 on Charter Cable and streamed at www.pasco-wa.com/psctvlive. Audio equipment available for the hearing impaired;contact staff for assistance. Pi� 4co REPORT TO HEARING EXAMINER PUBLIC HEARING Iq City Hall—525 North Third Avenue—Remote WEDNESDAY,June 10, 2019 6:00 PM MASTER FILE#: SP 2020-006 APPLICANT: TCA Architecture 6211 Roosevelt Way NE Seattle, WA 98115 REQUEST: SPECIAL PERMIT: Fire Station #84 Wireless Communications Tower BACKGROUND 1. PROPERTY DESCRIPTION: Legal: The West%of the Northeast%of the Northwest%of the Northwest%of Section 26,Township 29 North, Range 9 East, except for the Court Street Right-of-Way. General Location: A parcel of land located along the south side of West Court Street between Roads 49 and 50 (Parcel #119 541 023). Property Size: Approximately 4.78 acres (208,010.89 square Feet). 2. ACCESS: The site has access from West Court Street and an undeveloped Marie Street ROW 3. UTILITIES: Water is available via 8' lines in West Court Street and Road 48 through the undeveloped Marie Street ROW; Sewer is available in a 12" line in Road 48 through the undeveloped Marie Street ROW. 4. LAND USE AND ZONING: The site has recently been annexed into the City and has been designated R-S-1 (Suburban) zoning,which differs from its former County zoning designations of "0" (Office) along West Court Street and RS-20 (Suburban) on the south half of the parcel; the site is vacant. Surrounding properties are zoned and developed as follows: NORTH: "0" (County) Nursery; SFDU EAST: RS-20 Church; Vacant Land; SFDU SOUTH: RS-20 SFDUs WEST: RS-20 (County) Farm; SFDU 5. COMPREHENSIVE PLAN:The Comprehensive Plan designates the site for Mixed Residential (top half) and Residential uses (bottom half).Volume II of the Comprehensive Plan, specifically pages 30-32 pertain to Capital Facilities and their placement. The Plan encourages the setting aside of adequate lands for public facilities (Goal CF-3). Goal OF-2 suggests the City ought to maintain land use flexibility in regard to placement of infrastructure for public and private utilities. Policy OF-2-A encourages the sound management of all energy and communication utilities through coordination and cooperation dealing with construction of such facilities. 6. ENVIRONMENTAL DETERMINATION:The City of Pasco is the lead agency for this project. Based on the SEPA checklist, the adopted City Comprehensive Plan, City development regulations, and 1 other information, a threshold determination resulting in a Mitigated Determination of Non- Significance (DNS) has been issued for this project under WAC 197-11-158. The wireless communication tower must be painted a neutral color to achieve minimum visibility of the facility. ANALYSIS The applicant, TCA Architecture, has submitted a Special Permit application for a Wireless Communications Tower to be located at the site of the recently permitted City of Pasco Fire Station#84;a parcel of land located along the south side of West Court Street between Roads 49 and 50 to the east and west, respectively, and Court Street and Marie Street to the north and south, respectively(Parcel#119 541 023). The proposed tower would be used to increase radio coverage in the vicinity. There would be two antennae mounted on the tower. As per PMC 25.165.080 such structures may be permitted by a Special Permit when located with a publicly own facility such as a fire station. Applicant has proposed a location that would be screened by multiple buildings and fences between the fire station and the storage building to reduce the visibility of the tower from Court Street (see proposed Site Plan). There is a 6' high sight-obscuring fence along the property line to the south and west. There is a 9'-0" equipment fence to the north of the tower. Applicant has submitted a tower design constructed with steel with a galvanized finish. The galvanized coating would prevent the tower from rusting and reduce maintenance. The proposed galvanized finish is a light silver color. The PMC special permit review criteria for wireless facilities are written as follows: 25.70.075 WIRELESS COMMUNICATION FACILITIES. Wireless Communication Facilities are permitted under the following conditions: (1) Such structures shall be permitted in all industrial or C-3 zoning districts provided the location is 500 feet or more from a residential district.Any location closer than 500 feet requires special permit approval. (2) Such structures may be permitted by special permit in all other zoning districts provided said structures are: (a)Attached to or located on an existing or proposed building or structure that is higher than thirty- five(35)feet,or (b) Located on or with a publicly owned facility such as a water reservoir,fire station, police station, school, county or port facility. (3)All wireless communication facilities shall comply with the following standards: (a) Wireless facilities shall be screened or camouflaged by employing the best available technology. This may be accomplished by use of compatible materials, strategic location, color, stealth technologies, and/or other measures to achieve minimum visibility of the facility when viewed from public rights-of-way and adjoining properties such that a casual observer cannot identify the Wireless Communication Facility. (b) Wireless facilities shall be located in the City in the following order of preference: i)Attached to or located on buildings or structures higher than 35 feet. ii) Located on or with a publicly owned facility iii)Located on a site other than those listed in a)or b). 2 As noted above, the facility meets the second order of preference (Located on or with a publicly owned facility) but does not meet the first(Attached to or located on buildings or structures higher than 35 feet.). In addition to the fact that no buildings on site will be 35 feet tall, cost has been cited as the justification for not following the first preference. The tower would also be required to comply with the 2015 IBC, IFC, IMC w/Washington State amendments, ICC A117.1-2003, 2015 UPC w/Washington State amendments, Pasco Municipal Code (PMC), and Washington State Administrative Code(WAC).According to the Mitigated Determination of Non-Significance (MDNS) the wireless communication tower must be painted a neutral color to achieve minimum visibility of the facility. INITIAL STAFF FINDINGS OF FACT Findings of Fact must be entered from the record. The following are initial findings drawn from the background and analysis section of the staff report. The Hearing Examiner may add additional findings to this listing as the result of factual testimony and evidence submitted during the open record hearing. 1. Public notice of this hearing was sent to property owners within 300 feet of the property and posted in the Tri-City Herald on May 29, 2020. 2. Applicant has submitted a Special Permit application for a Wireless Communications Tower. 3. The proposed tower would be co-located with the City of Pasco Fire Station#84. 4. The proposed tower property is located on the south side of West Court Street between Roads 49 and 50 (Parcel #119 541 023). 5. The proposed tower would be used to increase radio coverage in the vicinity. 6. There would be two antennae mounted on the tower. 7. As per PMC 25.165.080 such structures may be permitted by a Special Permit when located with a publicly own facility such as a fire station. 8. Applicant has proposed a location that would be screened by multiple buildings and fences between the fire station and the storage building to reduce the visibility of the tower from Court Street. 9. There is a 6' high sight-obscuring fence along the property line to the south and west. 10. There will be a 9'-0" equipment fence to the north of the tower. 11. Applicant has submitted a tower design constructed with steel with a galvanized finish. 12. The galvanized coating would prevent the tower from rusting and reduce maintenance. 13. The proposed galvanized finish is a light silver color. 14. According to PMC 25.70.075 Wireless Communication Facilities are permitted in all industrial or C-3 zoning districts provided the location is 500 feet or more from a residential district.Any location closer than 500 feet requires special permit approval. 15. According to PMC 25.70.075 Wireless Communication Facilities may be permitted by special permit in all other zoning districts provided said structures are: (a)Attached to or located on an existing or proposed building or structure that is higher than thirty-five (35)feet; or (b) Located on or with a publicly owned facility such as a water reservoir,fire station, police station, school, county or port facility. 16. According to PMC 25.70.075(3)(a)All wireless communication facilities shall be screened or camouflaged by employing the best available technology, including compatible materials, strategic location, color, stealth technologies, and/or other measures to achieve minimum visibility of the facility when viewed 3 from public rights-of-way and adjoining properties such that a casual observer cannot identify the Wireless Communication Facility. 17. According to PMC 25.70.075(3)(b) Wireless facilities shall be located in the City in the following order of preference: i)Attached to or located on buildings or structures higher than 35 feet. ii) Located on or with a publicly owned facility iii) Located on a site other than those listed in a) or b). 18. The facility meets the second order of preference (Located on or with a publicly owned facility). 19. The proposed facility does not meet the first (Attached to or located on buildings or structures higher than 35 feet.). 20. No buildings on site will be 35 feet tall, 21. Cost has been cited as the justification for not following the "Attached to or located on buildings or structures" preference. 22. The tower would be required to comply with the 2015 IBC, IFC, IMC w/Washington State amendments, ICC A117.1-2003, 2015 UPC w/Washington State amendments, Pasco Municipal Code (PMC), and the Washington State Administrative Code (WAC). 23. According to the Mitigated Determination of Non-Significance (MDNS) the wireless communication tower must be painted a neutral color to achieve minimum visibility of the facility. CONCLUSIONS BASED ON INITIAL STAFF FINDINGS OF FACT Before recommending approval or denial of the proposed plat the Planning Commission must develop findings of fact from which to draw its conclusion (P.M.C. 26.24.070)therefrom as to whether or not: 1. Will the proposed use be in accordance with the goals, policies, objectives and text of the Comprehensive Plan? a. The Plan stresses the importance of siting necessary facilities in appropriate locations and the protection of life and property. The site is located within a developed and growing portion of the community and on a major arterial, which provides excellent access to the surrounding neighborhoods. 2. Will the proposed use adversely affect public infrastructure? a. The proposed tower will generate no demand for water and sewer, and will generate no traffic. The utility demands of a wireless communications tower are minimal; lower than many of the infrastructure demands generated by uses permitted in the R-S-1 zone. 3. Will the proposed use be constructed, maintained and operated to be in harmony with the existing or intended character of the general vicinity? a. The general vicinity is commercial and residential in nature. As a conditional use, the tower may be subject to additional site and elevation design regulations to promote an aesthetically pleasing environment that will complement the appearance of the residential and commercial development in the area. 4. Will the location and height of proposed structures and the site design discourage the development of permitted uses on property in the general vicinity or impair the value thereof? a. This proposed tower is 40 feet tall, which exceeds the 35' allowable height of structures in the R-S-1 zoning district; b. Applicant has proposed a tower location that would be screened by multiple buildings and fences between the fire station and the storage building to reduce the visibility from Court Street (see proposed Site Plan). 4 c. Though tall, the tower is not expected to discourage future residential and commercial development. 5. Will the operations in connection with the proposal be more objectionable to nearby properties by reason of noise,fumes, vibrations, dust, traffic, or flashing lights than would be the operation of any permitted uses within the district? a. The proposed tower will not generate noise,fumes,vibrations,dust,traffic,or flashing lights. 6. Will the proposed use endanger the public health or safety if located and developed where proposed, or in any way will become a nuisance to uses permitted in the district? a. It is expected that the proposed wireless communications tower will not cause harm to public health and safety and that the associated activity will not become a nuisance to permitted uses in the vicinity.The proposal will locate an emergency service facility in a rapidly-growing area of Pasco that has an increasing need for emergency services. APPROVAL CONDITIONS 1. The Special Permit shall apply to tax parcel#119 541023 and any subsequent subdivisions thereof; 2. The site shall be developed in substantial conformity to the site plan and building plans submitted; 3. The proposed wireless communications tower facility must comply with all FCC and FAA regulations; 4. As per the MDNS the wireless communication tower must be painted a neutral color to achieve minimum visibility of the facility. 5. The tower, and all its associated ground equipment and appurtenances must be removed within 90 days of discontinuation. 6. The Special Permit shall be null and void if all necessary building permits have not been obtained within one year of special permit approval. RECOMMENDATION Staff recommends approval of the fire station wireless communications tower use located along the south side of West Court Street between Roads 49 and 50(Parcel#119 541023),with conditions as set forth herein. 5 w Item: Special ' 8Tower R ■ Applicant: Pasco Map File ■ 2020-006 err y, ��•. ! •. 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COURT ST VIEW 2 VIEW4 (OFF THE' S89019'43"W 331.26' PAPER) PROJECT NAME: FIRE STATION 84-WIRELESS COMMUNICATION ANTENNA Fy - L OWNER: CITY OF PASCO LOW FIRE STATION ' -71 SITE ADDRESS: 5427 ROAD 76 ROOF VARIES FROM PASCO,WA 99301 21'-6"TO 15'-0" PARCEL NUMBER: 116140015 I NEW FIRE STATION 1 STORY,WOOD FRAMED ZONING: SPECIAL USE PERMIT ISSUED FOR FIRE STATION 16,663 SIF 1182 CORRIDOR OVERLAY DISTRICT OUTLINE OF HIGH �j u u u u FIRE STATION ROOF I �� (MAX HEIGHT 30'-11.5" CODES: 2015 IBC,IFC,IMC W/WASHINGTON STATE AMENDMENTS&ICC Al 17.1-2003 MIN HEIGHT 21'-0")— 2015 UPC W/WASHINGTON STATE AMENDMENTS e _ PASCO MUNICIPAL CODE WASHINGTON STATE ADMINISTRATIVE CODE(WAC) 6'-0"HIGH CMU Y PROPERTY FENCE I PROJECT TEAM OWNER: ARCHITECT: 9'-0"HIGH EQUIPMENT CITY OF PASCO TCA ARCHITECTURE PLANNINGOBSCURING FENCE i jci _ _ _ Y N 525 NORTH 3RD AVE. 6211 ROOSEVELT WAY NE I II co PASCO, WA 99301 SEATTLE, WASHINGTON 98115 PHONE: 509-545-3426 PHONE: 206-522-3830 u CONTACT: BOB GEAR FAX: 206-522-2456 PROPOSED LOCATION o GEARB@PASCO WA.GOV CONTACT: SARAH ELLEY OF WIRELESS g COMMUNICATION �f cn PROJECT DESCRIPTION&COMPLIANCE DESIGN MEASURES: TOWER THE PROJECT IS PROPOSING TO ADD A WIRELESS COMMUNICATION TOWER TO THE FUTURE PASCO FIRE STATION 84 PROJECT.THE TOWER WOULD BE USED TO INCREASE RADIO EXTERIOR p' o COVERAGE IN THE VICINITY.THERE WILL BE TWO ANTEANNAS MOUNTED ON THE TOWER.AS ELEVATION PER PMC 25.165.080 SUCH STRUCTURES MAY BE PERMITTED BY A SPECIAL PERMIT WHEN I _ LOCATED WITH A PUBLICLY OWN FACILITY SUCH AS A FIRE STATION.THE TOWER HAS BEEN e LOCATED WHERE IT WOULD BE THE LEAST VISIBLE FROM COURT STREET AND ANY FUTURE �� -------- ------ DEVELOPMENT TO THE SOUTH. OUTLINE OF STORAGE �A - BUILDING ROOF I �� Y LOCATION: (MAX HEIGHT 26I i '-8" I -- THE TOWER HAS BEEN LOCATED TO BE SCREEND BY MULTIPLE BUILDINGS AND FENCES.iT ISI -- MIN HEIGHT 17'-0") I LOCATED BETWEEN THE FIRE STATION AND THE STORAGE BUILDING TO REDUCE THE VISIBILITY - J I OF THE TOWER FROM COURT STREET.THERE IS A 6'HIGH SIGHT OBSCURING FENCE ALONG I I STORAGE �= THE PROPERTY LINE TO THE SOUTH AND WEST.THERE ISA 9'-0"EQUIPMENT FENCE TO THE o BUILDING ` j 4,323 SF c =� NORTH OF THE TOWER. o MATERIAL&COLOR: i c THE TOWER WILL BE CONSTRUCTED WITH STEEL WITH A GLAVANIZED FINISH.THE GALVANIZED4 i - - COATING WILL PREVENT THE TOWER FROM RUSTING AND REDUCE MAINTENANCE,THUS o ' I _ L �. ENSURING THE TOWER WILL LOOK CLEAN AND NEW FOR AN EXTENDED PERIOD OF TIME.THE n - — - - — - — - — COLOR WILL BE A LIGHT SILVER TO DECREASE ATTENTION FROM THE VIEWER ° u i ANm VIE 5 0' � A \\ POAPER)E,\ RC TE U PLANIVINI DESIGN HQ FIRE STATION 84 - WIRELESS COMMUNICATION TOWER 4/24/2020 SITE CONTEXT JLa . 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Location of Proposal: 4920 W Court Street (Parcel #119-541-023) Mitigation: The wireless communication tower must be painted a neutral color to achieve minimum visibility of the facility. Lead Agency: City of Pasco The City of Pasco, acting as lead agency for this proposal, has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This MDNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period on the MDNS. Appeals must be filed within 14 da2oft d ermination. Responsible Official: t Rick White, Community& Economic Development Director Address: PO Box 293, Pasco, WA 99301-0293 Phone: (509) 545-3441 C1 o Community Development Department 411 Visco Pa 09x545Bo33441/ F3509.545 3499WA 99301 Appeals: You may appeal this determination of non-significance by submitting an appeal to the address below no later than May 25, 2020(10 days from issuance).The appeal must be in written form, contain a concise statement of the matter being appealed and the basic rationale for the appeal.A fee is required per the City's Fee Resolution. Please note that failure to file a timely and complete appeal shall constitute a waiver of all rights to an administrative appeal under City code. All comments or appeals are to be directed to the City of Pasco Planning Department, PO Box 293, Pasco, WA, 99301, Attn: Dick White. Pi� 4co REPORT TO HEARING EXAMINER PUBLIC HEARING Iq City Hall—525 North Third Avenue—Remote WEDNESDAY,June 10, 2020 6:00 PM MASTER FILE#: SP 2020-007 APPLICANT: Dave Swisher, EE Properties LLC 250 NW Franklin Ave.,#401 Bend, OR 97701 REQUEST: SPECIAL PERMIT: Madison Park Subdivision City Park BACKGROUND 1. PROPERTY DESCRIPTION: Legal: Madison Park PUD, Phase 1:Tract A. General Location:The west corner at the intersection of Santa Cruz and Porto Lanes(Parcel#116 351 241). Property Size: Approximately 3.96 acres (172,555.42 square feet). 2. ACCESS: The site has access from both Santa Cruz and Porto Lanes. 3. UTILITIES:Water, irrigation, and sewer service are available from both Santa Cruz and Porto Lanes. 4. LAND USE AND ZONING: The site is currently zoned R-S-1/PUD(Residential Suburban/Planned-Unit- Development) and is vacant. Surrounding properties are zoned and developed as follows: NORTH: R-S-1 Vacant/SFDUs EAST: R-S-1 SFDUs, LDS Church SOUTH: R-S-1 LDS Church WEST: R-S-1 Linear park/Gas Line Easement; SFDUs 5. COMPREHENSIVE PLAN: The Comprehensive Plan designates this area for low-density residential uses. Policy CF-4-A encourages implementation of the adopted Parks and Recreation Plan. The City adopted Parks, Recreation & Forestry Plan contains various goals, objectives and policies related to development of parks within the City. It is the intent of the Parks, Recreation & Forestry Plan to establish well-developed neighborhood parks serving surrounding neighborhoods within a radius of one-half to one mile. 6. ENVIRONMENTAL DETERMINATION: The City of Pasco is the lead agency for this project. Based on the SEPA checklist, the adopted City Comprehensive Plan, City development regulations, and other information, a threshold determination resulting in a Determination of Non-Significance (DNS) was issued for this project on May 20, 2020, under WAC 197-11-158. 1 ANALYSIS Applicant is requesting to build a City Park on a vacant 3.96 acre (172,555.42 square feet) lot located at the west corner of Santa Cruz and Porto Lanes (Parcel # 116 351 241). The park will have a play structure, pavilion, restrooms, asphalt paths,trees and lawn with plans for a future soccer field. Parks within residential neighborhoods are generally identified as a desirable urban amenity. The Comprehensive Plan encourages the location of parks throughout the City. Neighborhood parks are characterized by parks that are designed primarily for non-supervised, non-organized recreational activities. These parks are generally small in size (3-7 acres) and are intended to serve a radius of about one-half of a mile. In residential areas where densities are two to three units per acre the service area can be expanded to a one mile radius. From the Parks, Recreation & Forestry Plan, the most applicable policies and development criteria for neighborhood parks are as follows: 1. A neighborhood park should be provided when the area it serves reaches a 60% development level either by land mass or population. (This park is intended to serve the Madison Park/Northwest Commons plats. In land mass and population these subdivisions are past the 60% development level.) 2. A neighborhood park should not be less than 5 acres in size if it is to be located without any other amenities. Where practical neighborhood parks should be co-located with elementary schools. The proposed park is just shy of 4 acres, but is connected to a linear park that spans the Madison Park/Northwest Commons subdivisions diagonally from the southwest corner of the subdivision 1,951 feet to the north edge of the park and will continue towards the northeast corner. 3. In neighborhoods where the densities are 2-3 dwelling units per acre the service area for neighborhood parks should be extended to a mile radius. 4. At least 50% of the park site should be flat and usable. (The proposed park site is fairly level.) 5. Appropriate facilities for neighborhood parks include: a. Practice fields for softball, soccer,youth baseball etc.; b. Children's playgrounds; c. Unstructured open play areas; d. Paved game courts; e. Picnic areas with shelter buildings; f. Trails systems; g. Trees; h. Natural open space; and, i. Drainage corridors 6. The location criteria suggest neighborhood parks be central to the area they serve, be adjacent a green belt or trail system, be within walking distance of the area they serve, avoid the need to cross major streets or physical barriers and be readily visible from adjoining streets. The proposed location of the Madison Park Subdivision Park meets the development criteria for a neighborhood park. There is an existing gas line located in an easement north of the site. It will not impact the development of the park. The adjacent properties are residential to the North and West. A church is located to the South. Installation of the park should enhance the area by providing recreational opportunities. 2 Traffic impacts will be low until future soccer fields are installed,at which points,impacts will be intermittent. The Pasco Municipal Code (PMC)9.100.050 prohibits the use of the park by patrons between 10 pm to 7 am. PMC 9.130 prohibits any sound to exceed 55 dBA and to be audible within 75' of a residential zone. The tallest proposed structure is a 12' high pavilion, constructed of galvanized coated steel. The site is bordered to the south by Porto Lane and to the east by Sana Cruz Lane. These secondary roads connect to Sandifur Parkway/Burden Road and Road 44/Road 52. A Right-of-Way Permit will be required for walking path connections to City Sidewalks. Detailed playground design documents shall be required as a condition of special permit approval. INITIAL STAFF FINDINGS OF FACT Findings of Fact must be entered from the record. The following are initial findings drawn from the background and analysis section of the staff report. The Hearing Examiner may add additional findings to this listing as the result of factual testimony and evidence submitted during the open record hearing. 1. Public notice of this hearing was sent to property owners within 600 feet of the property and posted in the Tri-City Herald on May 29, 2020. 2. Applicant is requesting to build a 4-acre City Park. 3. The parcel is vacant 4. The lot is located at the west corner of Santa Cruz and Porto Lanes (Parcel # 116 351 241). 5. The park will have a play structure, pavilion, restrooms, asphalt paths, trees and lawn with plans for a future soccer field. 6. Parks within residential neighborhoods are generally identified as a desirable urban amenity. 7. The Comprehensive Plan encourages the location of parks throughout the City. 8. Neighborhood parks are designed primarily for non-supervised, non-organized recreational activities. 9. Neighborhood parks are generally small in size (3-7 acres). 10. Neighborhood parks are intended to serve a radius of about one-half of a mile. In residential areas where densities are two to three units per acre the service area can be expanded to a one mile radius. 11. A neighborhood park should be provided when the area it serves reaches a 60%development level either by land mass or population. 12. This park is intended to serve the Madison Park/Northwest Commons plats. 13. The Madison Park/Northwest Commons subdivisions are past the 60%development level. 14. A neighborhood park should not be less than 5 acres in size if it is to be located without any other amenities. 15. The proposed park is just shy of 4 acres. 16. The proposed park is connected to a linear park that spans the Madison Park/Northwest Commons subdivisions. 17. The proposed park site is fairly level. 18. The proposed location of the Madison Park Subdivision Park meets the development criteria for a neighborhood park. 3 19. There is an existing gas line located in an easement north of the site. 20. The gas line and easement will not impact the development of the park. 21. The adjacent properties are residential to the North and West. 22. A church is located to the South. 23. Installation of the park should enhance the area by providing recreational opportunities. 24. Traffic impacts will be low until future soccer fields are installed, and intermittent after soccer field installation. 25. Patrons of the park playground, pavilion, and future soccer fields will generate noise, play music etc. 26. PMC 9.100.050 prohibits the use of the park by patrons between 10 pm to 7 am. 27. PMC 9.130 prohibits any sound to exceed 55 dBA and to be audible within 75' of a residential zone. 28. The tallest proposed structure is a 12' pavilion. 29. The pavilion will be constructed of galvanized coated steel. 30. The site is bordered to the south by Porto Lane and to the east by Sana Cruz Lane. 31. Porto Lane and Sana Cruz Lane connect to Sandifur Parkway/Burden Road and Road 44/Road 52. 32. Detailed playground design documents shall be required as a condition of special permit approval. CONCLUSIONS BASED ON INITIAL STAFF FINDINGS OF FACT Before recommending approval or denial of the proposed plat the Hearing Examiner must develop findings of fact from which to draw its conclusion (P.M.C. 26.24.070)therefrom as to whether or not: 1. Will the proposed use be in accordance with the goals, policies, objectives and text of the Comprehensive Plan? a. Policy CF-4-A encourages implementation of the adopted Parks and Recreation Plan. The City adopted Parks, Recreation&Forestry Plan contains various goals,objectives and policies related to development of parks within the City. It is the intent of the Parks, Recreation & Forestry Plan to establish well-developed parks serving surrounding neighborhoods within a radius of one-half to one mile. The Comprehensive Plan encourages the development of open space and parks within the city. 2. Will the proposed use adversely affect public infrastructure? a. The proposed use is considered an infrastructure improvement. 3. Will the proposed use be constructed, maintained and operated to be in harmony with the existing or intended character of the general vicinity? a. The proposed park will be an asset to the surrounding neighborhoods. The park will be maintained by City maintenance crews for litter removal and landscaping to ensure the park does not become a nuisance or eyesore. 4. Will the location and height of proposed structures and the site design discourage the development of permitted uses on property in the general vicinity or impair the value thereof? a. The playground equipment, restrooms and gazebo will be lower in height than the surrounding houses. The tallest structures in the park are the gazebo and restrooms, which 4 are proposed to be a maximum of thirteen feet in height. A home's close proximity to public open space is commonly viewed as an asset, and as such, can enhance the appeal of a neighborhood to prospective homebuyers. 5. Will the operations in connection with the proposal be more objectionable to nearby properties by reason of noise,fumes, vibrations, dust, traffic, or flashing lights than would be the operation of any permitted uses within the district? a. The park will create less traffic, flashing lights, fumes or vibrations than the permitted uses in the neighborhood. 6. Will the proposed use endanger the public health or safety if located and developed where proposed, or in any way will become a nuisance to uses permitted in the district? a. Parks are typically located in residential neighborhoods to enhance the quality of life and improve the general welfare of neighboring residents. Well-maintained public open spaces generally contribute to the public welfare and enhance the appeal of residential neighborhoods. APPROVAL CONDITIONS 1. The Special Permit shall apply to Tax Parcel # 116 351241); 2. The park shall be developed in substantial conformance with the site plan submitted with the application (Attachment "A"); 3. Detailed playground design documents shall be required as a condition of special permit approval. 4. The Special Permit shall be null and void if a building permit is not secured within one year of Special Permit approval. RECOMMENDATION Staff recommends approval of the Madison Park Subdivision located at he west corner at the intersection of Santa Cruz and Porto Lanes (Parcel # 116 351 241) in an R-S-1 zoning district, with conditions as set forth herein. 5 Overview Applicant: , I Properties Map File #: SP 2020-007 i. IL Pr - F ryry •_ - , rte• ! IY'i. __. 10 •- ! - .vj Lzik •kcr , i2 -I - - - �s tIr � � jai �. _ z- a� � •+� ��, � p�. �' ;s$� •�'�-- �.�r-s'. �a tib; - � - Vf Ar - - _ Sc• I ! s `,, t. 71 IF fir Al, rk 360 710 1,400 2,100i'�1 - .r > _ •_, _-_ - L- -.._._---=I _ L 111 ---= r-- --- •��.�•� ._ r I � r It- -`�.�',�7 . .1i- � �r J•t. _, �1� �� -~'� I - .� .� � � D 1 - -- �� r Feet - _r_.r .u.� f ,r � frR�•_' - �� �� lr ._� � J .:�Z• rJ A�t� 'r' 1 T � .� r Item: Special Permit - Madison Park City Park N V'C'n'ty Applicant: Dave Swisher, EE Properties LLC W E Map File #: SP 2020-007 _ as -• 'fin -'ti� _�.- �■� _. � � �` � ... � -,- a ' 1 ■ r A N, i s A-� ■. + itJ1 r 0.� III tr" �. �` •~ ► • 4p- rl 1140 280 560 840 il7 Land Use Item: Special Permit - Madison Park City Park N Applicant: Dave Swisher, EE Properties LLC W E Map File #: SP 2020-007 S R ,11 140 280 560 840 1 1011111 Feet IIIIIIIIIIIIIIIINEM WE WAF Old Ap OFF V, WFURPSO Sol OAF V,Mrood mop, 1-0,01 P,,oF,,00 OR VZ 0000,01 JoWAAAWFAW VZ®R, MAMA w,y � Poll III VF. VNI/I �tl; �rl � ;'IOpro �I%yr'�;�",yl��'�� ���,r��;j brl���i�ii��il�����ll� 'r'����b�'r'•,'y"I �"�I",u'girddtl4V4rr !,�i',jll,� O \ \ / / Ln / ' ---_-- G _ _ -_-- GENERAL NOTES: ____-____ _ G 1. GENERAL CONTRACTOR TO PROVIDE 110-VOLT ELECTRICAL SERVICE FROM a \ n / / / - _ / ���_ ELECTRICAL SOURCE TO IRRIGATION AND LIGHTING CONTROLLERS AS WELL AS a ' \ �L•7 / / G�G_�_ CONDUITS EXISTING THE STRUCTURE. Qj \ \ __-_ � G�G�G��---- � 2. GENERAL CONTRACTOR TO PROVIDE GALVANIZED STANDARD THREADED STUB � 66N"7 G�G� -- G G WITH THREADED CAP IMMEDIATELY DOWNSTREAM OF IRRIGATION WATER 1 \ G- �G�__-_- -G�G�G- • SOURCE/METER. a 66.70 / _ -G�G� _-_- 3. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF ALL 0^ REQUIRED PERMITS AND INSPECTIONS. LOCAL CODES PREVAIL. �-�\�G1E�_GL1�\�_�I/WW_'GL_�I_�/•�AWyW/_1wWW_..w�WyWW�1_/GyvW�WI-0,1�WyWWWwW7 O-wwWWWWwWW��ILRWW�W Gj�GWwW�WyWw��wW�_w=wW�W��WW���WWWW_-_�Ww�W;�?WWw�wWWG�w=W�WWy`--�w�WyWW��.W���_WWWWWw�W\GwWWW�yWWw�w AG,/W\wWWWW vWWWW�,\%WWWWW�wwWw I).wWWWWWWWw�W K�W�WwW�WWW���WW_G G-wWwWWWWWWW'�_WwWWWWW�W�'�wwwwWWWWW_�WWWW�wWWW��W�_wWWW�w��G/��wWw����\-www%ww'WwwW-.�GWWWWWWWyW-am-�wwWWW"1W•��WWWWWW-�w�wWyW_wWwWW�yWG�/_W�wwwwWW�y WwWWWWW�w-.yw�W"WW.���•�wWwW/�G�_\'i�WW�wW�w`Wy�_wi��w.W�Wy_""1S1��W2�°-5_-�1�\�w�WWy�:�„G�W��w�wWWwwW_�_G�BB_�wWWWy�w-�W�WWW&�\�/\��WWWW_B/�_WWw�WW�wy.r�G►WWWWW,WLL���_��wWywyw''i��W�WWW�WW�/.-�j�WWyWy-w�G-_��GwwWWWW-���-WWWW�Wyj•\+_wWW�W�W�__gy�AWWWy��_�WWw�W�1G•�_�W��-�wwWW��Wy_-W�W�G\WWw�y�_W�w_\WW��-/_w��wGw 1�-G5W��y�yj-.,A_'��-Ww-����wy�L-V�W�4G-wW�w�y�; G s-w��WW��ww�w�y�P-�WW�wW-/w�y•W-�-�Ww�W/.�-W�ww_,wwwy'��-,G_wW_\_w��_/��w'-//i�_G�W-GW�--WW��w�yw WwWyWW a w w WWW!-WyWW��w�GWWWW���j/wwTWwWWWy�W'�w yWWw�w�rW�W�WW wy�wW�GWW�Wl-���wWWWwW/��yWW.wW��--W�WWW W wG//_WWW�W�/WwWWWwWW�--WWW.w�� WWWWWW'Ww-WWWww/_W�WWwWW wWWW�_�_-WWWWWWwW��w'-wWyWw�G�y-GWWW�WwW-�w�wsWW��_�y-WwWWW�./�.ywWyWw-\G_-WW�WWW�G�w�WWW��-�WWwWW�-��wWWW.��G�WWWWww-�w wwwWWw��--WWWWW�-wWWW���G�WWWW��w-JQ-wwWww-�-WWwW'w�WW�-�WWW�wWWyyyy�w�WW T����w�I���lFI�esWWW--_�WWWW_wW-wywWW.w°� W W�WwW�W-w�wwWWwwT-WwWWWW•��W���-W��W��WWWAw�����wwWwwT\�W�W�W/wi��WW�W�WW�WwWW�w wwWwwW.w�_��WWW�WW w/�yW�wW�WWWWwWw wwywWW.w��S� �WWW�W�w+wWww w�I��Ww��W�wWWw�wwwwWWw�wW��w�WW�W�-�wwwWWwWwW-w-W�WW�W� �WW�WwWW�►_��W�wWw_Wi�wywWWW.WwW� �W�WWW�W�W����WWW�WWTG-A���Ww w�wSwywWWW.Ww� ����W��W�✓�w�wW��w��wH�T�wy�wW,4 1�wLwWy��w T/��y�WW���wRwWWWwWr�G�WWA-TWyWWW J��WwwWW-Iw�wWWWwwWw EWw�WwW�G-D\w�WWWW�wWWw�G�wWWyWW�iEw�yWWWW.�.wW�����WW�W G�-��WW�WwW\wwWWyW�W� w�wW.W�wW� �WyW�W��G w�wWWwWw-�WWyW��W y w�yWW�WwWw �WWyW�W W G�wWWwWwW-�W�W��W�y�WW�W�wWWwr �wWyW�wWWw W�WywWW.WwWw��/�Wwwwww�WW� �w�WW�/wwWW�WWw W�WwWWW.WwW�W�WWW�W��W�wwWWwWw/W�W�WW�WW W W W W W W W W W W W WW WwW�WW�Ww Ww wwWWW W W WWwW IwW�W wwww WW\WwWw wWW/�WyW�WWw�WW�ww'WW�;W�\•wWyy�y�LL �W�wW�Ww�wW�WwT��WW�ww WW�W W-wWW�Ww wWW�yy Www/•WW�.w VWWW�wyWw- A•�� .I" `��I• ®I GENERAL G RA DING & EX CAV A TIO N NO TES: - WW WWWWWWW G 1THESE DRAWINGS ARE DERIVED FROM A LEGAL SURVEY. DIM 0 ENSIO N S G DETERMINING SITE ELEMENTS WERE PROVIDED BY THE OWNER OR BY F I E L DG� MEASUREMENTS OBTAINED ON-SITE. ADJUSTMENT OF LANDSCAPE IMPROVEMENTS MAY BE REQUIRED. NOTIFY LANDSCAPE ARCHITECT OF AN YGDISCREPANCIES FOUND BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITION A 2. SEE ENGINEERING PLANS FOR GRADING & DRAINAGE, ARCHITECTURE PLANS �`a°3y°a� �t �0°oy' y o�r®a a° i�aUgLLwgaA_o L Z FOR BLDG. INFORMATION. 5-° o a aqSw � o7 3. CONTRACTOR TO LOCATE UNDERGROUND UTILITIES, I.E., BURIED FIBER OPTIC � LPT , oo-°o w � . . LINE, CABLES, CONDUIT, GAS, WATER, SEWER, ETC. PRIOR TO DIGGING; o Q__ w w . w w . w . CONTRACTOR TO BE LIABLE AND PAY FOR REPAIR TO ANY AND ALL UTILITY Q -o oQN 0 DAMAGES AT NO EXTRA COST TO THE OWNER. CALL BEFORE YOU DIG: TELEPHONE #811. °L°w . . w w w w w w w w w w w w w w w w TW W W -T� TW TW�W�W 03°l t PARK 5 4. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF ALL aoa� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . REQUIRED PERMITS AND INSPECTIONS. LOCAL CODES PREVAIL. BENCH -L4 � � 5. GENERAL CONTRACTOR TO PROVIDE ROUGH GRADE IN ALL LANDSCAPE AREAS '�i202 o 7 - 5� ° W W W W W Ao °WITHIN 0.10 FOOT OF GRADE SHOWN ON CIVIL DRAWINGS MINUS DEPTH OF o} SPECIFIED TOPSOIL. w . w w w w . w E ¢6. GENERAL CONTRACTOR TO CLEAR AND GRUB TURF AREAS AND PLANTING BEDS 3 x PCNIC .0 'WWWWWWWWWWWWOF ALL WEEDS, ROOTS, LAWN, AND DEBRIS; SPECIFIED LANDSCAPE AREAS TO PAVILIONC. o =ao16� 0 ROCK/DEBRIS LARGER THAN 1.5" TO BE REMOVED FROM TOP 12" OF SOIL AS AYGRQUND y D °-MEASURED FROM FINISH GRADES SHOWN ON CIVIL DRAWINGS.ENLREMENT BE SMOOTH AND CONTOURED AS SHOWN ON CIVIL DRAWINGS; ANY 7 w w w w 7. PROVIDE 4" SCH. 40 PVC IRRIGATION SLEEVES AS REQUIRED. ALL SLEEVESEQUIPMENT .. w - - - ENLARGEMENT w w SHALL EXTEND A MIN. OF 18" BEYOND THE FEATURES THEY CROSS & SHALL BE W CAPPED WITH DUCK TAPE TO PREVENT DEBRIS FROM PLUGGING THE ENDS.. � 3 TG MARK SLEEVE LOCATIONS WITH SURVEY LATH, PAINTED FLORESCENT ORANGE AND LABELED WITH SIZE AND QTY INFORMATION. 8. CONTRACTOR TO LEGALLY DISPOSE OF (OFF-SITE)ALL MATERIALS REMOVED& B cA FROM THIS PROJECT NOT IDENTIFIED AS SALVAGED OR RE-PURPOSED. 9. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS.% % % W W W W WWW W W WW WW VERIFY ALL NECESSARY DIMENSIONS. � . WWWWWWWW 10. OWNER SHALL BE RESPONSIBLE FOR VERIFICATION OF PROPERTY LINES ANDyWyWyWyWyW WyW WyW WyWyWyWy yW WWWyWyWyW WyW WWyWyWyW WyWyWyWyW WyW WyWyyWyW WyW WyW � Wy% SETBACKS. CONTRACTOR SHALL COORDINATE THIS WORK WITH THE OWNER PRIOR TO BEGINNING ANY WORK.11. ALL DRAIN LINES TO DRAIN AT 1 / MINIMUM WITH SMOOTH CONTINUOUS FALL.W W W W W W W W W W 12. ALL TOP SURFACES OF STEP TREADS TO SLOPE AT1% FOR DRAINAGE.'BATHROOM 5 AA w � w � www � w B & B 13. ALL PLANTED AREAS TO SLOPE TO CATCH BASINS AT 1-1/2% MINIMUM SLOPEFACILITY 1_3 ° ' ENLARGEMENT UNLESS OTHERWISE NOTED. � 14. ALL EXISTING GRADES SHOWN PER CIVIL ENGINEER'S PLANS. w. W 2 / 6 GS WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. B & B ?3 16. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET15. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES lw 7 7 ALL LOCAL AND COUNTY REQUIREMENTS. WW W W W W W W W W W W W W W W 17. CONTRACTOR SHALL VERIFY PROPOSED DRAINAGE INVERTS. 18. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1-1/2" BELOW ADJACENT W W W W W PAVING SURFACE UNLESS NOTED OTHERWISE.: . . . . . . . . uj - � w w w w w w w w w w w w w w LANDSCAPE NOTES: . .Z- - --- - - - - - - - - - - - - - - - - - - - - yIIR . y IR . WJRyWy WR .,IR' 1. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF FINAL f• i T PUNCHLIST WORK. d` 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE- - - - - - - - - - - - -•- - - - -i- - - - Cn CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL PORTO LN . HAVE PRIORITY OVER QUANTITY DESIGNATED. In 3. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED AND SODDED TURF, Z /.F_w HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ' %�� �� _4_ SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SEE SHEET IR1 _ SEE SHEET IR2 Q OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON mi O THEIR ARRIVAL AT THE SITE. 4. GROUNDCOVER PLANTING (WHERE SPECIFIED) SHALL BE CONTINUOUS UNDERNDSCAPE PLAN 0 30 60 90 feet 0 ALL TREES AND SHRUB MASSES AS SHOWN ON PLAN. SCALE: AS SHOWN 5. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE MIN 1111111� y ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. REFERENCE NOTES SCHEDULE PLANTS H117111111 SCALE: 1 = 30' 6. ALL SPECIMEN TREES SHALL BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. SYMBOL DESCRIPTION QTY DETAIL TREES QTY BOTANICAL COMMON NAME CONT CAL DETAIL 7. ALL VINE RUNNERS SHALL BE INSTALLED WITH THE NURSERY STAKES REMOVED AA 5 ACER X FREEMAN II 'JEFFSRED' B & B 2" CAL 1/L2 AND VINE RUNNERS SHALL BE ESPALIERED TO THE ADJACENT WALL OR FENCE. OPARK AREA LIMIT AUTUMN BLAZE MAPLE 8. THE SOIL AMENDMENTS (IF SPECIFIED)ARE FOR BIDDING PURPOSES ONLY. THE TG 3 TILIA CORDATA 'GREENSPIRE' B & B 2" CAL 1/L2 CONTRACTOR SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN SIDEWALK GREENSPIRE LITTLELEAF LINDEN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATIONO GS 6 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' TM B & B 2" CAL 1/L2 PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS. 10 ASPHALT WALKWAY 7/L2 SHADEMASTERLOCUST 9. CONTRACTOR TO PLACE TOP SOIL TO A DEPTH OF 4", UNLESS OTHERWISE LW 2 LIQUIDAMBAR STYRACIFLUA 'WARD' B & B 2" CAL 1/L2 NOTED. IMPORT TOPSOIL SHALL CONSIST OF SANDY LOAM; NONTOXIC, FREE OF PARK DEVELOPMENT PICNIC PAVILION WITH CONCRETE SURROUND 1/L4 WARD SWEETGUM NOXIOUS WEEDS, GRASS, BRUSH, STICKS, OR ROCKS GREATER THAN 1/2" IN DIAMETER UNLESS OTHERWISE NOTED. SUBMIT SAMPLE TO LANDSCAPE 2 PORTABLE ADA RESTROOM BUILDING BY CITY OF ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT. MADISON PASCO 10. CONTRACTOR TO RAKE FINISH GRADE SMOOTH AND NATURAL. NO SLOPE TO EXCEED 3:1. PARK 13 SOCCER FIELD - SHOWN FOR REFERENCE ONLY PARK TREE PLANTING NOTE: 11. CONTRACTOR TO PLACE TWO APPLICATIONS OF PRE-EMERGENT HERBICIDE (ABOVE AND BELOW) TOP DRESSING (MULCH) IN PLANTER BEDS; PORTO LANE 14 POUR IN PLACE SAFETY SURFACE 3/1_2 TREES TO BE PLANTED AT FURTHEST LIMITS OF ROTOR COVERAGE TO MINIMIZE PRE-EMERGENT TO CONSIST OF +/-2% ACTIVE INGREDIENT (A-A-A TRIFLORD-2, PASCO WA 99301 6-DINTRO-N, N-DIPROPYL-P-TOLUIDINE) & +/-98% INACTIVE INGREDIENT. "GREEN TRUNK DAMAGE AND ENSURE PROPER IRRIGATION COVERAGE. GOLD" BY LEBANON CHEMICAL OR APPROVED EQUAL. PERMIT SET 4/14/2020 15 PARK BENCH 5/1_4 12. CONTRACTOR TO PLACE UV-RESISTANT POLYETHYLENE LANDSCAPE EDGING BETWEEN ALL TURF AND PLANTING BEDS, UNLESS OTHERWISE NOTED. "DANDY DIAMOND" BY VALLEY VIEW, OR APPROVED EQUAL. # DESCRIPTION dd/mo/aoQ73C5o r 6 SHADE TREES (TYP) 1/L2 0 13. CONTRACTOR TO INSTALL SOD IN ALL TURF AREAS, UNLESS OTHERWISE NOTED. 02 SYMBOL DESCRIPTION QTY DETAIL 14. ALL INSTALLED PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN 03 ASSOCIATION OF NURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS. 04 05 HYDROSEEDTURF 159,125 SF 6/1_2 15. ALL PLANT MATERIAL INSTALLED BY CONTRACTOR SHALL BE WARRANTED FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. LANDSCAPE CONTRACTOR PLACE 18-048 SHALL REMOVE AND REPLACE ALL DEAD AND/OR DYING PLANT MATERIAL DATE 04-13-20 (EXCEPT THOSE DUE TO VANDALISM OR NEGLECT)WITH PLANT MATERIAL DRAWN JS REVIEWED JKT EQUAL TO THE INSTALLED MATERIAL. GUARANTEE TO BE WRITTEN, DATED, AND SIGNED BY CONTRACTOR ON CONTRACTOR'S LETTERHEAD. VERIFY SCALE BAR 16. CONTRACTOR TO PLACE A TWO INCH DEPTH OF FINE GRADE FIR/LARCH BARK MEASURES ONE INCH ON ORIGINAL DRAWING MULCH (AND/OR WHERE SPECIFIED, PLACE A THREE INCH (3") DEPTH OF ROCK 0 if MULCH) IN PLANTER BEDS UNLESS OTHERWISE NOTED. COORDINATE WITH PRE-EMERGENT HERBICIDE APPLICATION AND/OR WEED FABRIC PLACEMENT. a � 17. NO SUBSTITUTIONS ARE PERMITTED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. L 1 sheet: 01 of: 09 N d TYPICAL CONCRETE LLI DEPTH OF CUT TO BE Y4 THE DEPTH OF a .. PAVING. SLAB PLUS Y4". MAKE ALL SAW CUTS a WITHIN 12 HR. OF CONCRETE POUR. 61 TYPICAL Y4" TOOLED 0 AT TIME OF PLANTING TRIM ONLY DEAD, BROKEN, & DOUBLE LEADER BRANCHES RADIUS EDGE. 0- Lu LLI 41`5 0 ° 41 0 ° 4o O2 REMOVE ALL TREE WRAP 1 _III III III III II III III III- ill _SII—lig �i ISI—IIS a O3 ROOT FLARE SHALL BE V-2"ABOVE FINISHED GRADE. REMOVE EXCESS SOIL FROM TOOLED CONTROL JOINT SAWCUT CONTROL JOINT a ROOT BALL AS REQ'D TO EXPOSE ORIGINAL ROOT FLARE TYPICAL Y4" TOOLED RADIUS EDGE. CAULKED JOINT, SEE DETAIL Q 4O REMOVE WIRE BASKETS, AND/OR BURLAP COMPLETELY FROM ROOT BALLENLARGEMENT DETAIL. d TYPICAL CONCRETE PAVING. \__A/�`//O "�-_ice_/►-�/ /J a'U'o O c (^ 'A./ O5 ADJACENT LANDSCAPE, SEE PLAN. ° ° a ° °F w A sy W 5 g 0 �'' -IIIIIIIIIIIIIIIIII— I ' b II _0 CO O6 SUBGRADE UNDER ROOT BALL TO BE KEPT UNDISTURBED TO REDUCE SETTLING -C E oL 3a CAULKED CONSTRUCTION JOINT ` 0 3°L t `-v✓ Y2" DIA. X 24" SMOOTH STEEL DOWEL WITH12j2020 CAULKED JOINT, SEE DETAIL a O7 KEEP MULCH BACK FROM TRUNK, ENDING AT EDGE OF EXPOSED ROOT BALL. SLEEVE AT ONE END, 48"O.C. MAX., TWO ENLARGEMENT DETAIL. Cq PE ARG o ; -E r � MINIMUM PER JOINT. c o} t, L a o°z o� FLEXGROUND LLC E 3¢ x °o O8 3" WOODY MULCH _ _ — ° _ flex 1809 W.4TH ST. ��00 2 a 5 - - - - - - TEMPE,AZ 85281 y=2 Z3 ° ° ° a GROUND PHONE: (602)954-0000 r° C a o 0- 12 FAX: (623)223-1143 2 2 O g ALUMINUM LAWN EDGE WITH 9"XV WIDE-ANGLE STEEL STAKES AT 4'-0" O.C. IF IN LAWN —III 1 I I ' 4 WWW FLEXGROUND COM 0 o g a III III 11 1 05wa AREA OR ADJACENT MULCH IS NOT WOODY MULCH). 5 3 18" DOWELED CONSTRUCTION JOINT 3 CLR 7 10 BACKFILL WITH EXISTING SOIL, DO NOT TAMP. WATER THOROUGHLY. 2 � Qo �o 00 6 CAULKED JOINT, SEE DETAIL ��a Og Og Og Og Og Og 4 8 0 00o ao0000 a o oa oo o0 000 ENLARGEMENT DETAIL. o O o a oaOoo a oaOoo 0 ooOoa o ooOo�o ooOf1�o ooO��0o 5 9 11 FINISH GRADE 1 0000 0000 0000 0000 0000 0000 0000 TYPICAL CONCRETE PAVING. CONCRETE CURB, a 11 WALL, ETC. a o a p p p p a 7 a 12 TREE STAKING SEE DETAIL. yv� �jy�jw�j��� w�� III III III vvj ° SECTION 71 \X,��� 111F �� III—III III III 4"OF ABC COMPACTED TO 95%(CONCRETE OR ASPAHLT ACCEPTABLE) CONCRETE PAVING AT VERTICLE PLANE 2 CONCRETE EDGE(6"WIDE)PROVIDE WEEP HOLES TO PROVIDE DRAINAGE TO LAWN 3 ALLOW 3"OVERLAP OF WEAR COARSE MATERIAL OVER CONCRETE EDGE 112"DEEP MASTIC SEALANT, PER SPECIFICATIONS, 4 45 DEGREE CUSHION LAYER TURNDOWN FILLED WITH WEAR COURSE MATERIAL 6 10 / COLOR TO MATCH ADJACENT PAVING. 5 1/2"WER COURSE MATERIAL WIDTH TO DEPTH RATIO OF MASTIC TO BE PER MANUFACTURER'S 6 SBR CUSHION LAYER BREAK DOWN SIDES OF HOLE RECOMMENDATIONS. 7 WELL PREPARED SUB GRADE Uj WHEN BACKFILLING TYPICAL Y4" TOOLED RADIUS EDGE. NOTES: In 3X ROOTBALL NOTES: TYPICAL CONCRETE PAVING. 1. TOTAL THICKNESS OF SYSTEM IS BASED ON FALL HEIGHT OF EQUIPMENT. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. TREES BURIED TOO DEEP, OR WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED &SHALL BE REMOVED& - 3. DO NOT SCALE DRAWING. Uj REPLANTED AT PROPER DEPTH. FOAM BACKER ROD. 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, 2. ALL'ADVENTITIOUS ROOTS'AND'SUCKERS'SHALL BE TRIMMED AWAY PRIOR TO PLANTING. a a CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 3. DEVIATIONS FROM THIS DETAIL SHALL ONLY BE ALLOWED WITH PERMISSION FROM THE LANDSCAPE ° a ARCHITECT. PREMOLDED EXPANSION JOINT 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT a FILLER PER SPECIFICATIONS. MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED 4. TREES NOT PLANTED IN CONFORMITY WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. ° 4 ACCURATE. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE&NOT BY THE CLIENT. 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 5026-002. Q ENLARGED TYPICAL CAULKED JOINT 7. COLOR TO BE STANDARD BEIGE. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. z BALLED AND BURLAPPED TREE PLANTING CONCRETE PAVING JOINT DETAILS POURED IN PLACE SAFETY SURFACE Q 1 NTS 1 1/2" V-0"d P-CO-5-MADI-15 NTS P-CO-5-MADI-14 J NOTE: 1. THE SEEDS TO BE DELIVERED TO THE JOB SITE IN UNOPENED BAGS BEARING THE SEED 1. ALL TREE STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE PLANTING PIT. SUPPLIER'S TAG SHOWING THE PROPORTIONS AND MIX COMPONENTS OF THE SEED 1O TURF 2. TREE WEBBING SHALL BE PLACED TTO 4'ABOVE FINISH GRADE. CONTAINED IN EACH BAG INCLUDING THE AREA TO BE COVERED. 3. AFTER PLANTING,IF TREES ARE UNSTABLE,STAKING MAY BE USED TO SUPPORT TREE. AFTER 6 MONTHS,ALL O2 COMPACTED GRAVEL STAKING MATERIAL SHALL BE REMOVED. IF TREE IS STILL UNSTABLE,THE TREE SHALL BE REPLACED DUE TO ASPHALT CONCRETE PAVING AS NOTED LACK OF STRUCTURAL ROOT ESTABLISHMENT. SUBBASE ON PLANS. 2. CONTRACTOR TO BRING TO THE JOB SITE THE PACKING LIST FROM THE SEED SUPPLIER 1 4 3 1 LISTING ALL THE SEED DELIVERED TO THE JOB SITE. O3 COMPACTED SUB GRADE PARK DEVELOPMENT BASE MATERIAL AS NOTED ON PLANS. 3. HYDROSEED: PROVIDE FRESH, CLEAN, NEW CROP SEED COMPLYING WITH TOLERANCE OF O GEO-TEXTILE /WEED FABRIC PREVAILING WIND PURITY AND GERMINATION ESTABLISHED BY THE OFFICIAL SEED ANALYSIS OF NORTH MADISON DIRECTION AMERICA. O5 2"ASPHALT PAVEMENT EXTEND BASE MATERIAL 12" • BEYOND EDGE OF AS PAVING. PARK 135° 3 4. PROVIDE SEED MIXTURE COMPOSED OF GRASSES SPECIES AS FOLLOWS: FINISHED GRADE 1 " SINGLE TRUNK PORTO LANE BELOW AS PAVING. 12 4 GRASS SPECIES PERCENTAGE PASCO, WA 99301 90° Nu Density Kentucky Bluegrass. 31 PERMIT SET 4/14/2020 4 Liberator Kentucky Bluegrass. 32 1111 III III III III IIIIIIIII—III 135° Everglade Glade Kentucky Bluegrass. 30 III III III Monteray Perennial Ryegrass. 05 N 1 5 2 3 4 # DESCRIPTION dd/mo/ r III—III— DOUBLE TRUNK EVERGREEN Audobon Creeping Red Fescue. 0301 oo, 02 IIII 03 2„ 1O 2" DIA LODGEPOLE PINE TREE STAKES DRIVEN MIN. 24" INTO UNDISTURBED NOTES: jIII—IIII —I 05 SOIL, STABLE. STAKES SHALL BE PARALLEL OR SLIGHTLY ANGLED AWAY III IIIA III FROM TRUNK. STAKE LEANING IN TOWARDS TREE ARE UNACCEPTABLE. III III PLACE# 18-048 HYDROSEED AS INDICATED ON PLAN. RECOMMENDED RATE FOR SEEDING: � 10'-0" DATE 04-13-20 0 TREE TRUNK, MULTI-TRUNKED TREES SHALL HAVE ALL MAJOR LEADERS 4 LBS/1000 SQ.FT. DRAWN JS REVIEWED JKT STAKED OR SUPPORTED ANY FERTILIZER USED FOR HYDROSEEDING WILL BE PHOSPHORUS FREE, 16-16-16 TIMED VERIFY SCALE BAR O3 WRAP TREE WEBBING AROUND LODGEPOLE STAKE, SECURE CHAIN IN PLACE BY MEASURES ONE INCH ON NOTCHING POLE AND SETTING STRAP IN NOTCH, FASTEN WITH STAPLE. RELEASE COMPOSITION @ 6 LBS/1000 SQ. FT. 0 ORIGINALDRAWING 4O ARBORBRACE 3/4" WIDE POLYPROPYLENE TREE TIE WEBBING 4 ASPHALT PATH EDGE 5 TREE STAKING 6 HYDROSEEDED TURF 7 10" MULTI-USE PATH, ASPHALT 1 1/2" V-0"d P-CO-5-MADI-37 NTS P-CO-5-MADI-01 NTS P-CO-5-MADI-05 1/2" 1'-011d P-CO-5-MADI-87 L2 0 sheet: 04 of: 09 0 N LLI CONCRETE PAVING JOINT 2 6'-8" _I � V a DETAILS L2 O 3 x 6 IN. POWDER COATED CAPPED 4 T-0" 10" 1. 2'-0" 5" STEEL POST. POST AND BRACKET O 1/4" PERFORATED N�e7 %Z�j I*I TO BE YELLOW. STEEL PANEL � BATHROOM FACILITY 2 0000000000000000000000000000000000000000000000000 - Va SCREEN ELEVATION L30 00000000000000000000000000000000000000000000000o u, 1 O2 1/4" SOLID STEEL � 000000000000000000000000000°00°00°00°00° 0 0 0 00°00000000000000000 , b 1 000000 PANEL 10 MULTI-USE PATH, 7 4 0 0°0°0°0°0°0° o O 3" WIDE STEEL BRACKET WELDED 4 r§ ^``� 0 0°0°0°0°0°0° o TO POST (SEE POST/BRACKET 4 2" SPACER ASPHALT L2 \ \ 3 0 000000000000 0 0 _ 3 PLAN DRAWING) 3 0 L3 0 000000 0 0 000000 V 2 o00000 0 000000000000 o d1 � 2 0 0°0°000°0°0° o o (BOLT, WASHER, NUT) 1 ASPHALT PATHWAY CP o 0°0°0°0°0°0° 0 O POWDER COATED 1/4" STEEL 5 ASSEMBLY WITH 2" �3 O 0 0 0°0°0°0°0°0° O O o PANELS (EACH PANEL TO BE SPACER. a O CONCRETE SLAB �; 3 00000000000000000000000000°0°0°0°0°0°000000000000000000 _ d 0000000000000000000000000000 O O C))O O 0000000000000000000000000000000 O O 0000000000000000000000 MATCHED TO A DIFFERENT COLOR POB 9 2 00000000000000000000000000000000000000000000000o SPECIFIED ON NEW PLAYGROUND 0 0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 0 O3 STEEL SCREEN 000000000000000000000000000000000000000000000000o c " B } 00000000000000000000000000000000000000000000000o EQUIPMENT C,-c 1 o000000000000000000000000000000000000000000000000000000 ) �, STRUCTURE G)� 000000 of w A sy W D°z u O- C > C O O O 000000 O 0 0 H O 1 ° ° Ti 0 o°o°o°o°o°o ° UA K. T �4. 3} n e; 0 0°0000000000 o O4 BOLT ASSEMBLY (BOLT WASHER �osN Rico c� a c 4O BATHROOM FACILITY 2; 8/" 7 ° °o°o°o°o°o°o ° _ NUT) C, ° N S/. 0 000000 o b0 3 U g � -$ 2 _ L3 0 0°0°0°0°0°0° a, 0 N Z }t B =g � 000000 O 000000 O �j p L 3 0 0°0°0°0°0°0° O ` ` 0 3>L t 000000 0 000000 O ro V O p O j 3 000000 0 0°0°0°0°0°0° o OS I2j 2020 N0. �� a 0 0 0 0 0°0°0°0°0°0° O O o cA►'E A R�� o c�o E U 000000000000000000°O°O°O°O°O°00000000000000000000000000 p}-0 p c 000000000000000000000000000000000000000000000000 _ c 0}•- O°00000000000000000000000000000000000000000000000000000000000000000000000000000 70-2-20 t O 5" 2'-0" 10" T-0" E 3¢ 0-°o a 0 0 y 00 c 0 3 0- 81 7 0 c N c c r o� �-o a c Cc p 00 —2 g p 1 BATHROOM FACILITY ENLARGEMENT 2 BATHROOM FACILITY SCREEN ELEVATION 3 STEEL SCREEN AND PANEL ASSEMBLY SECTION 1/8" 1'-011d P-CO-5-MADI-99 3/4" 1'-0"d P-CO-5-MADI-106 6" V-0"d P-CO-5-MADI-103 1 1 40'-4" -, PLAYWORLD 1 2 ,� r ,-- ------[12.29M]--- PLAYWORLD SYSTEMS,INC. �/ \\\ 1000 Buffalo Road i' `\ Lewisburg,PA \ 4 3 6' 17837-9795 USA\ .84M] A-FRAME '/ 6,_2" W/ZIGZAG \\\ EWIPMENT SRE: 3 [1.87M] QUIVER ROPES 6'-2" 28'9"x 17'3"x 12'10" /� [1.87M] `\ 8,61Mx5,26Mx3,91M i 1O PLAYWORLD ao'a is 'a" PLAYGROUND PORTAL 12,29M x8,94M so W/BALANCE SYSTEM ARER PE15Ft r[184M] 9653gFL 115 Ft LO 2 29'-4" 89,65 SciM. 35,05M (V w J O2 FALL ZONE 18. M] I`, TWIRL P e2 : " a 01 3"X 6" STEEL POST LIMIT 2,49MA-FU \\ W/ZIG-ZAG USER WAG" AGE GROUP: U O `2 3" STEEL BRACKET- WELD TO O CONCRETE ROPES 49 5-12 POST PERIMETER I CURB \\� 6,_1" TREMBLER [1.84M]---i LU 03 PERFORATED STEEL PANEL [1.86M] ell \ [1.85M] OBOLT ASSEMBLY (BOLT, \ L \\'------------------------------ - J \0 AST#3257-11 WASHER, NUT) CONCRETE CURB AT 3 LU SAFETY PLAY SURFACE L2 _ 5' 10' PRQIECT NO: SOPLE'. UC-1725 1W21'-0" GRAWNBr: Paper Size 0 .5 1.0 2.0 3.0 Meters MAEFM PLAYGROUND EQUIPMENT 6 DATE: `PLAYGROUND SUPERVISION REQUIRED 24-JAN LAYOUT L3 4 SCREEN POST AND BRACKET SECTION 5 PLAYGROUND EQUIPMENT ENLARGEMENT 6 PLAYGROUND EQUIPMENT LAYOUT 6" V-0"d P-CO-5-MADI-104 1" = 10' P-CO-5-MADI-98 NTS P-CO-5-MADI-94 FLANGE BASE PLATE ATTACHED TO TOP OF FOOTING WITH 5"L X Z"DIA (MIN.)ADHESIVE SET ANCHOR BOLTS -77 a � IIIIIIIIIIIIIIII—III- IIIIIIIIIIIII a < III—IIIIIIIIIIII- 1I II I II I II I a PARK DEVELOPMENT a NMADISON PARK a 12"DIA. (MIN)CONCRETE FOOTING PORTO LANE a PASCO, WA 99301 PERMIT SET 4/14/2020 a ZA # DESCRIPTION dd/mo/ r 01 02 03 04 1 '-0" MIN 05 PLACE# 18-048 DATE 04-13-20 DRAWN JS REVIEWED XT VERIFY SCALE BAR 7 POST FOOTING DETAIL MEASURES ONE INCH ON ORIGINAL DRAWING 1 1/2" 1'-0"d P-CO-5-MADI-112 0m 1 " 0 L3- sheet: 05 of: 09 N Q D LLI F_ 0 ASPHALT PATHWAY 7 t1 L2 NOTE:THIS IS A NOTE:THIS IS A 0 CONCRETE PAVILION 24GA., PAINTED, COATED, PLANNING LEVEL DRAWING. PLANNING LEVEL DRAWING. r KYNAR 50D PAINTED,STEEL COMPRESSION TUBE 1 ROOFING PANELS.SEE COLOR THE STRUCTURE SHOWN IS SUBJECT TO THE STRUCTURE SHOWN IS SUBJECT TO PATIO MATRIX FOR AVAILABLE ON-GOING DESIGN REVIEW AND ON-GOING DESIGN REVIEW AND COLORS. UPDATE.EXPECT SOME CHANGES UPDATE.EXPECT SOME CHANGES TO MATERIAL SIZES AND GENERAL TO MATERIAL SIZES AND GENERAL u b DIMENSIONS.ONLY USE DRAWINGS DIMENSIONS.ONLY USE DRAWINGS PROVIDED WITH ENGINEERED PROVIDED WITH ENGINEERED C4 9 000 STRUCTURES FOR CONSTRUCTION. STRUCTURES FOR CONSTRUCTION. No 3 CONCRETE JOINT PATTERN TRU IL O PAVILION ROOFLINE PURLIN I V 5 PAVILION POST L2 IF as,2rr a w TENSION MEMBERL Z 4 COLUMN z o � `� TRUSS TAIL � � ROOFING TRIM IS 24 GA.KYNAR 500 COATED 8 8 L4 - T J GALVA NIZED D I IS REINFORCE WITH SVGA, p O O C 16'-7 5/16"SQR.REF. GALVANIZED INNER CHANNEL FOR ADDRIONAL U N r EAVE SUPPORT.Lo W A W QO O O 2 Up 12 �,O NUA K. S/�AA c� 0� �6 Q V3 °Lr, 3 O O SHELTER MODEL: SHELTER MODEL: n- 3 SQUARE 16 r E `aO 3 �4- SQR-16 SQR-16 3o a 1:96 sl­cn Dare:6/7D/1ga] ` L t A�li1 1011'-1 7/8" s 1:96 xry A06 onm 6/20/2W7 r0 (,) -O O N t 3 11'-6 1/4" REF. 5 REF. 7-315/16" ® A Q� D t-E? i C 2 UNDER UNDER ® OSC'2j2020 �\� LL N a) p FRAME AND ORNAMENTATION FINISH: EAVE ` O O O O PERIMETER MEMBERS SHOT BLASTED TO NEAR WHITE CONDITION III. O O "AR111111 A E A R o c o o E REF. BEAM (SSPC SP-10,WASHED AND SEALED IN A PHOSPHATE SPRAY, U ° it COATED WITH SUPER DURABLE TGIC POLYESTER POWDER O}-O U'9�'FAND OVEN CURED. - --- PA1RC N 2 - Designs and calculations of Pdl on bu9tlings are protected under copyright Designsan calculations of Pdlgon bu0tlings are protected under copyright M laws and patenh and moy rgYon used in the construction«design of a SEE COLOR MATRIX FOR AVAILABLE COLORS. laws and patents and moy not be used in the construction«design of a O O Z N U w building that s not suppled by Polgan. OPTIONAL UNDERCOAT: building that Is not supplied by Polgon. E 3 Q Ox-O O PORTERCOeP EPDXY E-COAT SYSTEM,USING FULL IMMERSION by PORTERCORIP O N pPOk1E 1P,4]40 N.1361,AVE,H D,IN 494]4 ELECTRO-DEPOSITION PROCESS. POzlExcocr,a N.—AVE,-D.su a 4 C C Q 7 FINISH GRADE www.pollgan.cam 800354-7721 'ELEVATION VIEWS FINISH GRADE www.pol ' igan.com 800-354-7721 FRAME VIEWS m dam' a4oPbxw.9�men.ro*.6 .99.r. .an..�w.nie9.m.wosn„n. ..oq.e.�. cwvlslx w,.wee.ro*.e.w..9o..��.�rm.m�w..n�e o.mm.�vo�mraan�.o.mmr�.6w�. L Cc: 7-yOC O •C C O O L °iF 1 PICNIC PAVILION ENLARGEMENT 2 PICNIC PAVILION ELEVATION VIEWS 3 PICNIC PAVILION FRAME VIEWS 1" = 10' P-CO-5-MADI-97 NTS P-CO-5-MADI-89 NTS P-CO-5-MADI-91 /1 Ll I� I�1 TM' T 800-716-5506 NOTE:THIS ISA y1� 1��//II A I( �, II\\II F ww.m glin.c PLANNING LEVEL DRAWING. t v u ��J u v WWW.maglln.COm THE STRUCTURE SHOWN IS SUBJECT TO %9sales@maglin.com ON-GOING DESIGN REVIEW AND UPDATE.EXPECT SOME CHANGES TO MATERIAL SIZES AND GENERAL DIMENSIONS.ONLY USE DRAWINGS PROVIDED WITH ENGINEERED STRUCTURES FOR CONSTRUCTION. REFER TO ANCHOR AND FOOTING M L B 12 0 0 Series DOWNLOAD SHEETS FOR GENERAL INFORMATION ON BOTH ANCHOR ATTACHMENT AND TYPICAL FOOTING TYPES.ANCHOR ATTACHMENT AND FOOTING DESIGNS ARE SITE AND MATERIALS: Bench ends are made from solid cast SITUATION SPECIFIC AND ARE INTEGRAL 5 cm77 50"30. . TO THE FINAL SHELTER DESIGN. DIMENSIONS: Height: ( ) aluminum.The seat employs Ipe Slats Length: 70.00"(177.8 cm) or High Density Paper Composite. DO NOT POUR FOOTING OR INSTALL E Depth: 23.00"(58.4 cm) ANCHORBOLTS WITHOUT JOB SPECIFIC 3 Weight: 135lbs(61 kg) FINISH: The Maglin Powdercoat System provides ANCHOR AND FOOTING 0EV431 DRAWINGS. a durable finish on all metal surfaces. 1s'-45/9' `S� Wood slats are treated with penetrating REF. ALL POLIGON COLUMN ANCHORING R 70,00" sealers. SYSTEMS ARE OSHA COMPLIANT. INSTALLATION:The bench is delivered pre-assembled. Holes (0.5")are provided in each foot for securing to base. TO SPECIFY: Select MLB1200 o Choose: SHELTER MODEL: o -Ipe - - - SQUARE 16 N o0 -MLB1200-W Q SQR-16 - HDPC REV — -MLB1200-PCC(Charcoal) 13'-0"SOR. s 1:96 Z66/2l1/20g9 O O O O 0 -MLB1200-PCS(Sandstone) -Powdercoat Color LU PAD: PkLYIITELTIJ'� 23.00" OPTIONS: - Personalization Designs antl calculations oaf yPoll on buidings are Protected under copyright laws and pafeMsa build[g Noat nobe t sup plied by PoBgonhon«dessgn Ota -Side Arms by PORTERcoRp POInEscoR9,4z K 13611,—HO-ND,w-1 -ATI drawings,specifications,design and details on this page remain the property of Maglin Site Furniture Inc.and may not be used without Maglin authorization. www.poligon.com 800-354-7721 COLUMN LAYOUT -Details and specifications may vary due to continuing improvements of our products. raggln�olome ua.rye ma m.,w roware nm a na m,mua wxib re��v puma mna_rens or ua ade,. 'MAGLIN is a registered trade mark of Maglin Site Furniture Inc. 4 PICNIC PAVILION COLUMN LAYOUT 5 PARK BENCH 1" 1"d P-CO-5-MADI-92 1" 1"d P-CO-5-MADI-117 PARK DEVELOPMENT MADISON PARK PORTO LANE PASCO, WA 99301 PERMIT SET 4/14/2020 # DESCRIPTION dd/mo/ r 01 02 03 04 05 PLACE# 18-048 DATE 04-13-20 DRAWN JS REVIEWED JKT VERIFY SCALE BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0 1 If L4 0 sheet: 05 of: 09 N Q IRRIGATION NOTES: n \ / 96.6 5 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR a DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 3 / G-G-�G� / AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL a > - _ ` 3„ G�G� W W FEATURES. v E 96.6 4 Gi �� / GAG-G / .v 18 W W W W W W W 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS V GAG-G- / r W W W W / 18 OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA o DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH a t n OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S r 2„ AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE a GAG -GAG / W 18 W W W W W W W /V� W W W W W v/ W W W W W v IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 0 / 3" p 3. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH 212„ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. THEY SHALL q-d W W W W W W W W W W W W W W W W W 1y W W W W W W W W W W W W �r 3 I i / COORDINATE THEIR WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR 2 z THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, G-G` 11 4"W :/,Oo'w W W WW W W W PAVING, STRUCTURES, ETC. 0, 11/4" 8 3" 4. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, W W 18 +/ 18 v v W W W SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE a U y E O 1S2 / THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS/HER WORK AND PLAN THEIR a ° ` O W W W W W W W W W W 18 / W W W W 1 96.6 ,y ,y WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH °F A. '$`� �- w0�' U W w 311 CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE UAa.- 8 3ao96.6 INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS o / *,000, W L3 11 Z Cc:W BETWEEN IRRIGATION , , W W V 5. ELECTRICAL CONTRACTOR TO SUPPLY 120 VAC (2.5 AMP) SERVICE TO CONTROLLER LOCATION. EL1/ W W `30Qo AND ARCHITECTURAL FEATURES. 01 31, 01 W 3 96.6 W W v IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTION FROM ELECTRICAL STUB-OUT TO 3>L t - O W W W W � W W W W W W W W W W W W W r• 3�� CONTROLLER. COORDINATE WITH GENERAL CONTRACTOR. 'L�A g°' k, o N u c W W W W W W W W W W W W W W W W W W 31, W W W W W Q •j2j NO• �'� go C O 6. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE. cq P E A Rc� W W W r W W W W W W W W W W W W W W W O g,5 WW WWWW W WW W WW W WW W WW W W W WW WW v W W W W W W W W W W W W W W W W W C U 2 3 3 7. REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN SEQUENCE AS SHOWN ON PLANS. U /" c } W D RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF VALVE 00o o2 Z}O M 3„W OOZ � U 18 c oww}oBOXES WILL NOT BE PERMITTED. E 3 Qo N N 211* 8. SPLICING OF 24-VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL ``'o a' �w C' C 2 C W W W W W W W W W W W W W W W W W W W W W W W W v OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN. TAPE WIRE IN °' ` �a o � C C W W W W W W W W W W W W W ii W W W W W W W W W W W W W W 1 � g""' j �j W W �r BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES. o� LOOP yooQ;•��Uwg Q� . .7 96.6 °o a36EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF �- o. W W W W W W • v�W W W W W W W W W W W W W •y � 3" VALVES. 10. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS $ g6.6 v W W W WHERE POSSIBLE (NOT IN LAWN AREA.) 3"3 W '•�/W WW2" W W / W W W W W W W W W W W W W 1 W W W W W _ v. .r 11. INSTALL VALVE BOXES MINIMUM 12" FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING W W W W W W W W W1 W W W W W W W W W 2r► W W W W W W W v W W W W W W W W W W W W W W W v W v W W v W v W v W v W W *3 W OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM 12"APART.8 18 18 w w SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC. W W W W W W W W W W W W W W W W W W W W W W W W W W W �,r 12. LOCATE QUICK COUPLING VALVES 12" FROM HARDSCAPE (IF SHOWN). 13. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE 2 7Z" W W W W W W W W W W W W W W W W W W W W W W W \80.5 W W W W IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 3" 14. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM v v v v / r• W W W W W W �/ W W W W `Y 3" 3" W W W PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE W3 W W W W W EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN W W W W W W W W W W W W W W W W W W THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. D W W W W W W W W W W W W W W W W W W W W W W IW WW yWWWWWWWWWWWWW3WW W W 15. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE HYDRANTS, ETC.) INTERFERE WITH 114 W2 1� THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE THE IRRIGATION W W W W W 18 8 8 18 W W 18 10 80.5 - 18 CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER, THIRD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 3�� OR HALF CIRCLE HEAD AT THE SIDES OF THE OBSTRUCTION SO AS TO PROVIDE PROPER W W W W W v v W W v v v v v vi W W W W �•Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W �t�v '�'I 11 96.6 iW� COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. W W W W W \ W W W� W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ► W W 2"W W W W y r• ` W W W W W W W W W �� W W W W W W W W W W W •Y W W W W W W W W W W W W W �W W W W .r 311 = •w 16. NOTIFY LANDSCAPE ARCHITECT OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE a W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL FURTHER W W W W W v W W W W W/W 12 96.6 W W W INSTRUCTIONS ARE OBTAINED. W W W W W /(/ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W w�W W W W W W W W W W 3�� v W W W 17. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SLEEVES AND CONDUITS OF W 13 96.6 W W W W W SUFFICIENT SIZE UNDER ALL PAVED AREAS. O 1 8W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W / 4 * W W W W W W W W W W * 3" Y W W W W 18. ALL LATERAL PIPING BENEATH PAVED AREAS SHALL BE RAN THROUGH MIN. 4" DIA. SCHEDULE 40 W.L�� ,� _ 1i" PVC SLEEVE AS SHOWN. W •y W W W W W W W W W W /�Y W W 1��° W W W W W W " W W W W W W W � W W W W W W W , W W W W W W W W W 19. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON 18 18Fm W W W W 3" W W W W W THE IRRIGATION DRAWINGS. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE 3" /yam v W W W v W v v v v W W W v PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE �-W �71t. �+1�• ��VW W W W � W W W W W W W W W W W W W W W/ W W W W W W W W W W INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT I I W W W Wer- OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 24o W W W W W W W W W W• W W W � W W 20. INSTALL A NEW BACK-UP BATTERY (IF REQUIRED) IN EACH CONTROLLER TO RETAIN PROGRAM IN W W W W W W W /✓ W W W W +' W WW W W W W W W W W W W W W W ` MEMORY DURING TEMPORARY POWER FAILURE. W W W W W ,yam W W W W W W W W W W W0/ W W /W W W W W W W W W W W W W W W W W W W W W W �/W W W W W W W W W• W W W W W W W W W W W W W W W W W W W W W W W W W 21. OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 9:00 PM AND 5:00 AM TO MINIMIZE / / W W W W W W W W W W W W W W W W W W31, W W W W v CONFLICTS WITH PEDESTRIANS AND VEHICULAR PARKING OR TRAFFIC. W W W W W W W W W W W W W W W W W W W W W W W W W 3" W W W W W �y 18 22. IRRIGATION CONTRACTOR TO NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING W W W W W WW/ W W W / W W W W W W W W W W W W W W W W W W W W W W p W W W W W W W W W W W W W OF INSTALLED BACKFLOW PREVENTION DEVICE. W W W W W W y/ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 23. IRRIGATION CONTRACTOR TO PROVIDE A MEANS FOR SYSTEM BLOW-OUT AND WINTERIZATION 1IWW W W W /yr W W W W W W/ •y W W W W W W W W W „ W W W W W W W W *21/20W W W W W 3"W W W W W W W W W W W W W PER BACKFLOW DETAIL. VAR W W W W I^�Y 24. COORDINATE NEW IRRIGATION SYSTEM WITH EXISTING IRRIGATION SYSTEM(S)WHEN APPLICABLE. W W W W W W W W /W '�' W W W W/ W W W W /ter•- IRy W W Y W W W W W W W 1 W W Wl W W W W 1"�Y Y W W iK fk 25. GUARANTEE TOTAL IRRIGATION SYSTEM FOR ONE-YEAR PERIOD FROM DATE OF FINAL W W W W W W W Jr/ W W W W`W� W =WTp�� i�'� W_W� We �� �y� �• -� \ )� 8 q. c r c i I v yc� v►�W v� W W W W W W /r v�W ylfa W y y�v r < ` �`� p ' ��� i y < ACCEPTANCE BY OWNER. THIS GUARANTEE TO COVER - MATERIAL, WORKMANSHIP AND 100% A, r• W W W W W / W r'� '��T'� '� -� - _ _ _ _ _ _ _ _ _ 11/4 w HEAD TO HEAD COVERAGE. W W W W W W 'Y •Y �Y��1 'Y �< r� �= - nn - - - - - - 1�" W W W W,./ / \ J W W W W W W W t r• a �� _ T_c / / � � � Cn Q W 4 IRRIGATION PLANO ENCLOSURE AS SPECIFIED. 0 20 40 60 feet 0 scALE: AS SHOWN ® I• I� NORTH IRRIGATION CONTROLLER. Z - a SECURELY BOLT TO ;i i 1=1 11=1 I I 111=1 MIMI=I; PARK DEVELOPMENT ENCLOSURE. INSTALL -III-III - III-III= SCALE: 1" = 20' 3 =111-1 I 1=III-1 NOTES: BACKUP BATTERIES AS PER 18 GA. WIRE III-I I-1 I' MANUFACTURER'S SPECS. HARNESS TO -111= I=III- CONTROLLER. I 1 I I=1 I MADISON TERMINAL STRIPS, -III=I I=III= LOCATE AND INSTALL GROUNDING PARK GFI RECEPTACLE AND ARCHER BRAND 6 III=III HEIR RODS PER PLAN. C � e #274-679. I=III III-1 CONTROLLER SWITCH. SIZE AS REQ. II-III- THE ROD'S SPHERE OF INFLUENCE PORTO LANE 8 I=I I II I I1=1 Is 475'.M 1I- PASCO, WA 99301 =1 I I=1 o 1" SCH. 40 CONDUIT 14 GA. WIRES - 40 11M THE CENTER POINT OF THE FIRST PERMIT SET 4/14/2020 WITH SWEEP ELL FOR 7 _ _ _ _ I-III= SPHERE IS LOCATED WHERE THE 120 VOLT SOURCE. FROM FIELD. _ _ III-III-I I 'I I-11 -11 III-1 CONTROL WIRE LEAVES THE 2" DIA. PVC I I-I I-III=I 1=I I IM I-I I I- BUILDING. 5 -1 I I-1 I I-' -I I I I- ' -�I MI I I= # DESCRIPTION dd/mo/ r `� CONDUIT WITH ;--. ��-� 01 8 FT. COPPER GROUND AS PER LONG SWEEP ELL, 02 LOCAL CODE. i 11I1I-I1II I 03 CONCRETE BASE: FINISH GRADE III- 05 3/8" PEA GRAVEL, 4" DEEP 04 6" MIN. THICKNESS, �- 05 EXTEND 6" BEYOND - I CI MULCH, REFER TO LANDSCAPE MATERIAL O SOLID BARE COPPER WIRE (#10 AWG) OUTSIDE DIMENSIONS -III- III-III �/ SCHEDULE FOR MULCH SPECIFICATIONS. FROM GROUNDING ROD TO DECODER. PLACE# 18-048 OF ENCLOSURE WITH III -III C-3 DATE 04-13-20 SLOPE FOR DRAINAGE. I UNDISTURBED SOIL MAKE WIRE AS SHORT AND STRAIGHT DRAWN JS AS POSSIBLE REVIEWED JKT 77 5/8-INCH X 10 FT COPPER CLAD 10" ROUND VALVE BOX WITH GROUNDING ROD. VERIFY SCALE BAR OVERLAPPING LID AND LOCKING BOLT. MEASURES ONE INCH ON SET TOP OF BOX 112" ABOVE GRADE 8 GROUND ROD CLAMP OR WELDS ORIGINAL DRAWING IN TURF, 1 1/2" ABOVE GRADE IN 0 If LANDSCAPE AREAS. 1 PEDESTAL MOUNT CONTROLLER 2 LIGHTNING PROTECTION / GROUNDING ROD I R 1 1" = V-0" P-CO-5-MADI-18 NTS P-CO-5-MADI-74 0 sheet: 07 of: 09 0 N V �� -- �� 6 • / --- IRRIGATION SCHEDULE a / '�"YG_GWWW--WWWW„_W/WWW/WWWW�WWW/�I II1IIr WWWI WWW_I//WWWWWWWWW__WWWWG/WWWW-_3WWWWW'WW-„-/WWWwwWWWWW//WW V--GWWWWWW/�WWW-_WWWWWWW-WV8 W GG_WWWWWW_--WW_�WWWWWWWW_WWWWW,_/WWW GIG_�-WWWWWAW_WWW/-_W-WW�W--GG/-WWWW/-WWWWW/-WWWW W WWWW�Y W WWWWWWW/WWWWWWW'G_--/WWWWWWWW_r WWWWWWWWWW_W WWWWWWWWWWWWWG/G--WWWWWWWWWWWW WWWWWW�WWWWWWWW_GGWWW�WWWWWWWY-11-/88WWWWWWWWWWWW-'WWWWWWWWWW-WWWWWWWWWWWWW�1�WWWWWWvWWWW►/�III-WWWWWWWWWWWW/G-WWWWWWWWWWWWW-_W�WWWWWWWWWWWWW __WWWWWWWWWWWW/Y G�-�WWWWWWWWWWWWWWW_WWWWWWWWW-_WWWWWWWWWWWWWW_-�G/�WWWWWWWWWWW_-zWWWWWWWWWWWWWW\WWWWWWWWWWW GG--WWWWWWW�WWWWWWWW-/j�WWWWWWWWWWWW-WWWWWWWWWWWWWWW GG- -WWWWWWWWWWW w/WWWWWWWWWWWW 11G WWWWWWWWWW�GY8/-�z/WWWWWWWWWWWWWW-WWWWWWWWWWWW-GGrWWWWWWWWWWWWWWA�/�-WWWWWWWWWWYY-WWWWWWWWWWWWWWWW�GG-WWWWWWWWWWWW--/WWWWWWWW�WWWW�W _WWWWWWWWWWW\`GG_WWWWWWWWWWWWW-_WWWWWWWWW`WWW\WWWWWWWWWWWWWW-W WWWWWWWWWWWWW WWWWWWWWWWWWWWWWW WWWWWWWWWWWWW_WWWWWWWWWWWWWWWW WWWWWWWWWWWWW WWWWWWWWWWWWWWG/-W�-_Y WWWWWWWWWWWW W 1>WWWWWWWWWWWWWr88_WW WWWWWWWWWWW�W�_WWWWWWWWWWWWWW WW-WWWWWWWWWWWW_W_G�WWWWWWWWWWWWW`�WWW-WW�WWWWWWWWY F\YI`/�WWWWWWWWWWWWWW•WW G'WWWWWWWWlWrI v-W_WWWWWWWWWWWWWWW�W/_WWWWWWWWWWWW������W1 G......-//////WWW`WWWWWWWWW-WW WWWWWWWWWWWW WWWWWWWWWWWWW/WW WWW�WWWWWWY WW WWWWWWWWWWWWWWW WWWWWWWWWWWGWW-WWWWWWWWWWWWWWWW_WWWWWWWWWWW/WW vWWWWWWWWWWWWW G 113 WWWWWWWWW1W 3 WWWWWWWWWWWWW 1WWWWWWW8 WWWWWWWWWWW/1W WWWWWWWWWW/6r3___ r3___ WWWWWWWWW- WWWWWWWWWWWWWW• WWWWWWWWWW\_ WWWWWWWWW•//IWWWWWWWW WWWWWWWWW••�WWWWW. WWWWWWWG WWWW/W',Y�•-WWW• •W� Y• v/�\ /\ ,•/ -\\,•\G/�11 SYMBOL MAN U FACTU RER/MODEL/DESCRIPTION Q TY PSI GPM RADIUS DETAIL 80.5 15 3.. RAIN BIRD 8005 93 50 16.1 56' 6/1 R3 80.5 14 TURF ROTOR, 5.0" POP-UP, PLASTIC RISER, STANDARD EC NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE QZ,•�QSOC p��ZA�A1��'` Hm-mnOpmv0aa0 - o 50-330 ARC AND 360 NON-REVERSING FULL-CIRCLE. 1" 26/34 .46 G NPT FEMALE THREADED INLET. EXTENDED RADIUS IS IDEAL ■§ 0 31, FOR LARGE TURF APPLICATIONS. 3.aL,g€LLw5 _ 3Qj • • SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL / GIV qW W W W Z W RAIN BIRD 300-BPES GLOBE 16 1/IR3 �18 3" BRASS ELECTRIC REMOTE CONTROL VALVE, WITH GLOBE 2nv2„ 3­ W CONFIGURATION. WITH A PATENTED NYLON SCRUBBER THAT p E SCRAPES A STAINLESS STEEL SCREEN TO PREVENT DEBRIS '0''00 WW W W W W W W BUILD-UP AND CLOGGING. A o a 3yO- Co2" W W W W W W W 3 A K. o} ID RAIN BIRD 5-NP 2 3/1 R3 m� c 21/2 1" BRASS QUICK-COUPLING VALVE, WITH r E� QW1� Qo ° oo 18 1�" 18 SPRING,CORROSION-RESISTANT STAINLESS STEEL ° NON-POTABLE PURPLE RUBBER COVER, AND 1-PIECE BODY. 'a 18 1� 4?/2020 NIBCO T-1 13-K 1 10/IR3 Ac5:} 2W CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS °tc HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE m 0 LOCATION. SIZE RANGE - 1/4" - 3" E L Q Q v c 3 DRAIN VALVE 5 4/1 R3 ID =U p'0/p' O RAIN BIRD ESP8LXMEF-LXMM-LXMMPED WITH (01) ESPLXMSM12 1 1/IR1 a�ga W Q a114" 3' / 1/a ❑ 20 STATION CAPABLE COMMERCIAL CONTROLLER. MOUNTED 18 18 ON A POWDER-COATED METAL PEDESTAL. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES.1 \96.6 Y W W 3" RAIN BIRD CLP05VBASC1 1' 96.6 5 HP SUCTION BOOST MODEL. UP TO 53 PSI AND 120 GPM.311 3 © IN-LINE WYE FILTER 13 96.6 HAYWARD 3" YS PVC Y-STRAINER SOC TRUE UNION FPM 3� (MODEL NO. YS10300SU) 31, 2✓2D V.I.T. PRODUCTS SBBC-30SS 1 N / W LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH W TOUCH SURFACE, STAINLESS STEEL BACKFLOW ENCLOSURE. W W W W W W W - Oy�p' �YWW•"WWWWWWW WWWWWWWYI W e WWWWWWWWWWWWWWW v,��IW•WWWWW WWWWWWWWWW YYYWWWWWWWWWWWWWWW WWW WWWWWWW WWWWWWWW�WWWWWW X WWWWWWWWWWWWWWWW/�WWW_�WWWWW WWWWWWWWWW1WWWW�WWWWWWWWW WWWWWWWWWW WWWWWWWW.WWW UjWWW W WW I WWW r WWWWWWWW W WWWWWW i WWWWWWWWW WW-WWWW WWWWWWWWWWW WWWWWWS♦IIIIIIIIIII�_WWWWW WWW(Q WWWWW WWWWWW W3W 9 WWW n W WWW W WWWWWW�WWWW��1WW'�WWW WW•WWWWWW Tj IIWW 3 WW,r\WWW n WWW WWWWWW WWWWWW��WWWWW+WW1(�WWW\WWWWWWWWWW+WWWWW�WWWWWWW WWWW_WWW�.WWWWWWWWWWWWW\WWWWW WWWWWW WWWWW�WWW�WWWWWWWWWWWWWWITWWWW,��`�WWW WWWWWWWW`r WW�"WWWWWWWWWWW WWWWW/\TWWWWWWWWWWWWW��WW WWWWWWWW WWWr WWWW WWWWWWWWWWW WW-IIIIII�WWWWWWWW WWW(Q WWWWWWtWWWWW!IL WWW WWWWW WWWWWWWW TWWW\/wWWWWvWWWWWI•r�WWliWWWWWWWWWWW WWW•WWWWWW WWWWWW�WWW WWWWWWWWWWWW�WW WWWW WWWWWWWWWWWWW\-�WWWWWWWWWWWWW.WW WWWW WWWWWWWWf•W W WWWWWWWWWWWTWW WWWWWVWWWWWW\r�W�T`WWWWWWW WWWWW'�W TWWWWWWWWWWWW'WW WWWWW WWWWWWWWi/�`WW WW���WWWWWWWWYYY I�WWWWWWWWWWWWWWWW�WWWWWWWWWWWWWWW TWW�WWWW WWWWWWWY 1rWWWWWWWWWWWT��r�W WW�WWWWWWWWWWWWYrW SWWWWWWWWWWWWWWWW W T„IWW�WWWWW WWWWWWWYr\/W WWWW.WWWWWWWWWW�1�\WWWiWWWWWWWWWWW t-'W�WWWWW WWWWWWWWWYW���{W1W1{WWWWWW IIIJIIIIY YYY-Y W�WWWWWWW WW�WWWWYWW WWWWWWWWWWW�WWW W/+W�WWWWWW WWWWWYIWW TWWWWWWWWWWWWWWr�WWWWWWWWWWWWWW WWWWWWWWW WWWWWW�WWWWWWWWWWWWWWWW WWWWWWWWW WWWWWWW,T WWWWWWWWWWWWWW WW WWWWWWWW WWWWWW�WW WWWWWWWWWWWWWWW TlWWWWWWWWWW W 1rYYWW 8 III/WWWWWWWW WWW WWW WWWWWWWWWW�WW L WW WWWWWWWWW WWW„rtWW I WWWWWWWWWWWWW/WW/O TTTWWWWWWWWW WWWWWWW T WWWWWWWW�WW�WWW+���rLWW W•jSIIIIYIWWWW/WWWWWWWWWWW W WWW WWWWWWWWWWW WWWWW WWWWWWWWWW WWWWW'WWWWWWWWWWWTWWWWWWWWWWWWWW WWW"1�WW 1WWWWWWWWWW WWW n WWWWWWWWW WWWWWWW WWWWWWWWW W_WWWWWW WWWWWWWWWWWWW WWWWW__WWWWWWWW WWWWWWW "WWWWJWWWWWWW J8 WWWWWWWWWWWWW 2WWWWWWWWW'WY1 � 1 11WWWWWWWWW�1.1 1 WWWW'Y •IWWW� • .♦1 •.� ,��f7�•0•'I II II 31.5"L, 28"H, , 17.75"W (80 . 01 CM L, 71.12CM H, 45INS.�U0I 8t-RTIRO5GN' AC7 10MNfW,1 -). W r%. W W WW POC 6 96.6 311 w Fri POINT OF CONNECTION 3u 1 7 96.6 /* EXISTING 4" IRRIGATION LINE. TAP PER CITY OF PASCO SIDS. 3„ v IRRIGATION LATERAL LINE: PVC SCHEDULE 40 4y A�s'99i-,C-.-,.. 9.--_L'.-FI_ �. . - " LkJ�• _ '-- J- I _< 11If' 12/IR3 • 8 96.6 2j V2 W W W W2„ IRRIGATION MAINLINE: PVC SCHEDULE 40 1,078 L.F. 12/IR33n W W W W W W W W W W " W W W W W W W W 4111 W W W W W W W W W _------ PIPE SLEEVE: PVC SCHEDULE 40 175.7 L.F. 12/IR3 18 -_Q818 Valve Callout W3 Valve Number # #0Valve Flow O 805 / W 11LValve Size 3" FEE CRITICAL ANALYSIS W • Generated: 2018-07-02 13:21 CD 3,; 11144" 2*/2n 2 2"' W W WI W W WW W . 8 P.O.C. NUMBER: 01 Water Source Information: EXISTING 4„ N . .3„a W LINE.IRRIGATION .11 96.6 31 FLOW AVAILABLE 12 96.6 Point of Connection Size: 3" to 161 ft"doww`Lmmr 3" Flow Available: 181.61 gpm -�� NMZ41 PRESSURE AVAILABLE 13 96.6 Static Pressure at POC: 55.00 psi 3" Booster Pump pressure 30.00 psi TRACE& G Pressure Available: 85.00 psi (?UR 18 18 M 1i 3 W A, DESIGN ANALYSIS � 3WIV Maximum Station Flow: 112.70 gpm T Flow Available at O181.61ppm ^ 41_��4i e: 68gRes dual Flow AvaIabl Pressure Req. at Critical Station: 58.26 psi Loss for Fittings: 0.51 psi PARK DEVELOPMENT W Loss for Main Line: 5.10 psiISAM Loss for POC to Valve Elevation: 0.00 psi D Loss for Backflow: 0.00 psi 3Critical Station Pressure at POC: 63.87 psi MADISON 2,� Pressure Available: 85.00 psi PW W W W W WRW Residual Pressure Available: 21.13 psi PARK =17 S 10, 112 A. PUBLIC WORKS DEPARTMENT TION SERVICES PORTO LANEi • . � _ sTasPec ENGINEERING DIVISIONAPPROVED ~ ATE- - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - C -TON ' PASCO, WA 99301 31, 21/2" 2 PERMIT SET 4/14/2020 CITY OF PASCO POINT OF CONNECT DETAIL 1/2"= 1'-0" P-CO-5-MADI-111 # DESCRIPTION dd/mo/ r 01 02 03 04 05PLACE# 18-048 DATE 04-13-20= U ' �` DRAWN JS wQ 7 • REVIEWED JKTILL, • VERIFY SCALE BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0 0W WWWW 1 " IRRIGATION PLAN 0 20 40 60 feet 0 scALE: AS SHOWN NORTH 1 11 1111 1111111111111111111 1 11 IR2 SCALE: 1" = 20' sheet: 08 of: 09 N Q @3 0 10" ROUND VALVE BOX, PROVIDE 2 1 SUPPORT BRICKS UNDER BOX a Q2 BRICKS FOR SUPPORT SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. Z O3 FILTER FABRIC SET BOX FLUSH TO GRADE AT TURF. _ _ _ _ � III � 10" DIAMETER VALVE BOX. I—III—III—III—III 1=1 1=1 1=1 1=1 1=1 1=1 t1 a A.E.P. RECTANGULAR BOX #1015 A.E.P. RECTANGULAR BOX #1015 FLOW SENSOR AS HEAD BRAND "QVC" ON LID w III—III—III—III—I '° _ =III—III III—III—III—III 4O LOW POINT IN MAINLINE �C4 WITH 6" EXTENSIONS AS REQUIRED. WITH 6" EXTENSIONS AS REQUIRED. WITH 2" HIGH CHARACTERS. Q III—III—III—III—III III—III—III—III—III= SPECIFIED. Q w —III—III—III—III —I I_I I—III—III—I' a 'a WATER PROOF WIRE CONNECTORSQCV _ _ _ _ 3 Id— WATER _I I_I I_I I_I 1= ■ PROOF WIRE CONNECTORS z a III-III-III- O5 PVC THREADED SERVICE TEE ON 30" LOOPED WIRES. ON 18" LOOPED WIRES. =1 III—III—III—' m 11=III=III= III �L i LL i g = -III- - III- - I-III-III-I �{ Q Q o -1I I_I III-III-III =111=111=111=111=1 01" SCH. 80 PVC 90 Of< Q Q z = _ _ _ III-III-III-III-IQj c0 cf FINISHED GRADE. 0 12" MAX 2 III-III—III- I_III_III_III_III III-III-III-II' a 6" MIN. z X = III-III-III-111- O7 8 DIAMETER PVC PIPE, LENGTH AS = a cn z -III—III—III— �� O I_I I_I 11= 0 0 0 0 � J "'-IIIA I III-III-III-I' m m — _ - FINISHED GRADE. w N - REQUIRED W w C,4 III-III-III= S PVC CONDUIT FOR m m a a7 - III—III—III—I r IIIIII-111 PVC CONDUIT FOR a III=III=III- CONTROLLER WIRES. —III III - III —III — —_ Q 1 SCH. 80 PVC NIPPLE � � z CONTROLLER WIRES. III—III—III—II IIII 1= —III IIII III III 1- 1=1 1=1 1 Z —III— —III I 1 III I III—III III I 1— III I_I I_I I_I I- o ID- 2 E ° - - N — III-III - II II II II II II II 0 1 - 90 SCH. 80 PVC STREET ELL ° ° -V C a 9-`U C > C III- _ QUICK COUPLING VALVE AS 4 III—III—III-111= W A a]H a o ° o 00 —IIII III-III-III-I 10 1" SCH. 80 PVC NIPPLE -6" LONG Q.QNUAK. p yeti 3 r a L III-III-III-I O`' SAA °} 1n E t TWO STAINLESS GALV. NIPPLE, LENGTH AS REQ. III—III—III—II' Q �/ ° o ° STEEL CLAMPS. Z m t )0 6 III-III-I 1.= � C w 6" DEEP LAYER OF 3/4" 5 III-III-III- 11 SLOPE DRAIN TO STRUCTURE IF 111_111- Q }ro3ga FLOW o CRUSHED ROCK. II; I- FEASIBLE (WITHIN 60 L.F.) o o ° oo0 13 9 11 ���� � m°o €3 6 - - - '� Cts ° 3" PVC SCHEDULE 80 12 EXTEND 6 SCH. 80 PVC NIPPLE os r?i202o��,� o Q m NIPPLE. — — — INTO 24" CUBE OF 2" DRAIN ROCK, ►'E 6X2X16 CONC. BLOCK CAPS,---//'O' /2" WIRE 1/2" X 36" GALV INSTALL AT LOW POINTS AND/OR ° } ° ONE EACH SIDE 2 TOTAL 6X2X16 CONC. BLOCK CAPS, 8 o ? L PVC MAIN LINE. ONE EACH SIDE 2 TOTAL CLOTH STEEL PIPE. WHERE SHOWN ON PLANS. WRAP T) 02 m "} GOPHER • 10 E L Q °-° T' T' o SXT SCHEDULE 80 NIPPLES 5 DIAMETERS SCREEN, WASHED DRAIN ROCK (MIN. SIZE ° 3 ° m VALVE INLET SIZE. 1/2" WIRE CLOTH GOPHER 10 DIAMETERS PIPE LENGTH PIPE LENGTH. WRAP UP THREE PVC SCH 80 3')WITH FILTER FABRIC. C y SCREEN, WRAP UP SIDES. ELLS. m C m ;20- a SIDES. 12" PVC SCHEDULE 80 0 NIPPLE. 12 £o2 `mo 13 0,0 1" BRASS GATE VALVE WITH m 0.o g a 1 MASTER CONTROL VALVE 2 FLOW SENSOR ASSEMBLY 3 QUICK COUPLING VALVE IN BOX 4 MANUAL DRAIN VALVE CROSS-HANDLE AS SPECIFIED 1 1/2" V-0"d P-CO-5-MADI-47 NTS P-CO-5-MADI-49 NTS P-CO-5-MADI-75 NTS P-CO-5-MADI-81 NOTES: 30" LINEAR LENGTH OF 3"IN-LINE BRASS WYE FILTER. (SEE NOTE FOR TWO-WIRE SYSTEMS: COILED WIRE IRRIGATION LEGEND FOR MAKE AND MODEL). CONTRACTOR TO CONNECT VALVE DECODER TOO WATERPROOF VALVE TAG GALVANIZED ELL AND NIPPLE AS REQUIRED TWO-WIRE PATH AND VALVE SOLENOID PER 10"ROUND 13"x20"OR MANUFACTURERS WRITTEN INSTRUCTION. EQUIPMENT CAGE.(SEE IRRIGATION 14"x19"RECTANGULAR LARGER VALVE O VALVE BOX WITH COVER. LEGEND FOR MAKE AND MODEL). VALVE BOX VALVE BOX BOX INSTALL 1"ABOVE FINISH 6" 12" 12" 12" CLEAR TO FENCE OR PVC SLEEVE THROUGH FOOTING GALVANIZED UNION. MIN. MIN. MIN. 4 3 F1 2 5 6 GRADE IN TURF AREAS AND HARDSCAPE, WHERE ___ --- 12" __ 2"ABOVE FINISH GRADE IN APPLICABLE. 4"THICK CONCRETE FOOTING 1" GALVANIZED RISER. -- ABOVE FINISHED GRADE. BED AREAS. FOOTING DIMENSION TO BE CAGE LOCK BOX. -- IN -- FINISHED GRADE. WIDTH AND LENGTH+6" FINISHED GRADE. 12"MIN. MIN. 12"MIN. MU CHFINISH GRADE/TOP OF EDGE OF LAWN,WALK, FENCE,CURB, ETC. .a •v O zIIIIII REMOTE CONTROL VALVE TOP VIEW �., 7 —IIIIII—IIII IIIIIIII I PER PLAN IIIIII—III— —IIIIII—IIII g O6 PVC SCH 80 NIPPLE oIIIIIII 1- 14 O INSTALL UNION BETWEEN Q 1111 III FLOWS NOTES: � TURF ROTOR POP UP. � .a .a MAINLINE SIZED SERVICE SIDE. NIPPLE AND ELBOW SECTION VIEW 1. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE. Uj 9 o AS PER PLAN THRUST BLOCK Q O PVC SCH 80 ELLa 2. SET BOXES 1"ABOVE FINISH GRADE OR MULCH COVER IN GROUND mCOVER/SHRUB AREA AND 1/2"ABOVE FINISH GRADE IN TURF AREA. OII O OQ O O O 9 PVC SCH 80 NIPPLE EQUIPMENT CAGE. pO�OC�OO 6 O MARLEX STREET ELLS, -- 3. SET VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN AREA ONLY IF GROUND COVER/SHRUB (LENGTH AS REQ D) :5 INLET SIZE DIAMETER. 4"THICK CONCRETE EQUIPMENT CAGE. AREA DOES NOT EXIST ADJACENT TO LAWN. 15 11 10 SCH 80 NIPPLE (2-INCHz FOOTING 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. O LENGTH, HIDDEN) & SCH 80 . a CONCRETE FOOTING. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO N + PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. ELL 10 11 BRICK (1 OF 4) . e 6. VALVE BOXES SHALL HAVE BOLT DOWN LIDS WITH BOLTS INSTALLED. 12 SCHEDULE 80 PVC 6"typ• 7. VALVE BOXES SHALL BE BY CARSON INDUSTRIES OR EQUAL. 13 12 PVC MAINLINE NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. PLAN VIEW END VIEW 13 PVC SCH 80 TEE OR ELL Notes: 14 LATERAL LINE 1-INSTALL EQUIPMENT CAGE PER MANUFACTURES'SPECIFICATIONS AND 15 3" MIN. DEPTH WASHED 3/4" 2-RECOMMENDATIONS LOCK BOX SHALL BE LOCATED ABOVE CONCRETE FOOTING. GRAVEL OVER WEED 3-CONTRACTOR SHALL PROVIDE A LOCK AS APPROVED BY THE OWNER'S 5 AUTOMATIC CONTROL VALVE BARRIER 6 TURF ROTOR MARLEX ASSEMBLY 7 REPRESENTATIVE INLINE WYE FILTER 8 IRRIGATION VALVE BOX LAYOUT & INSTALLATION V. 1"d P-CO-5-MADI-38 NTS P-CO-5-MADI-41 1/2" V-0"d P-CO-5-MADI-09 NTS P-CO-5-MADI-50 RAIN-- BIRD Pump Tech Spec RAI B/RD VALVE BOX LID, CLP Series-Suction Lift Details HEAD BRAND 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. J BOX" ON LID SET BOX 2" ABOVE T_I III FINISH -- compact low Profile SHPVFD Pump Station " 4" —I3"r �� — 13.1 3" SHP;Upto 65 psi;Upto 140gpm " WITH 2 HIGH LETTERS. BOX GRADE — Raines tCLPseriespumpstationis Fnlosureslt3nsmalConnwilons - O" BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. n GRADE AT SHRUBS. IIII 2 24 ' III 'IIII 1 IIII ' — SEE NOTE 1 — designed P Series is.coiplete pplppack The -Marinegradealuminumenclosure SET BOX FLUSH TO CLimplatisacallandopumppincludsage at -Maronete0pialuminum deck 2va" GRADE AT LAWN. _ _ III III ' 'mpletoimbllandopemteltindudesa -Stainless5teelpiping SEE NOTE 2 — professional-grade pump,an aluminum an- 7 1/4" 66, dosure,highest quality pump protection,and -Fused main powerdisconnet _ — — optionalmountingforaRainBirdcontroller •Pompornarol 1fdX15 STANDARD BOX. - _ -Rum based on signal from irrigation CLEAN FILL Homeowneraswaatlons.smallsportsfields, controller 111111 III BOTTOM = VIII slots,pada,aM smart agd.humlpmiects _24YACPumpstartrewyBtduded.Dther -'T — —1 OF TRENCH are ideal applications.TheCLP Series'conn — — — —_ patdesgn,dumblecemrilugal s.Bydming vougesavailableasanacoassory, pumpandeaseofimtallation,makethisa -130-FTempe2tureaMoutswitch JOINT TRENCHING MAIN SUPPLY LINE is n perfectsolutionfiarappliatimmskhfl—up Fletaul Features FINISH GRADE. PARK DEVELOPMENT to140gpm.Whhthis complete solution the. -htcomingpower.5ingleurthreephase PIBnVIew o needto deal wilhthehassl-:stick 201220V,230VAC - J III building a pump station with non,compatible -ODPM=r Shy( = — — - SPARE WIRES THAT ARE = FINISHIII- partsandamakeshihenclosure.Only Rain - 0ption.1 Rain&I Comanffer,. ULlistedcomponents 1= 1111= 1= 1111= FINISH I_I Bird deaamrall rated III—IIIIII —111-111 BOX: COIL 30" LENGTH :III - CLEAN 'T F,mgyarfidant-variaaeFre,aan"y, ®®® = 2 2 III GRADE IIII = provi yimeg IIII - GRADE — wlutbnwllhULlistedcomponenDaMa Drip ryFo)mainainscmrtard pressure ®®® we year wanantythat dependably deliver atvaryingflowdamand, -Saparabindeperslem power feed ®®® _ healthy,beautiful landsca savingtimeand _StainlesssteeI pressure nanscl requlrecitopowerconnoller. w —I III —I III =11 ISI minlmbing malrnenance -Mounted inside oroutside aluminum _ i AND I.D. TAG. _ FILL MADISON -GpfillnmpmnningllgM •messpupplesslonlGt Q —111 — CROSSING preen purtup — IIII IIII -III I I RecilightforVFDalarms O ump sta �'OSure IIIIII —111 — 'I — SEE NOTE 4 'Il 1= LATERAL LINE I:I � � � I At-A-GlanceDescription n fill modereduan Accessories � Variabl •PumpStartRuancyDrhe(YFD) - 9pren speedeat •Pump StetRelry III 120 V 0 40" _ _ �3" � �3n y3nr , PARK -ProgremmaMeavandepumpspeed single Phaseaoe-23ovAq — - n 3 4 3 •PompShrtRelryinduded � � LOOP BUNDLE AND — - SEE NOTE 5 •AluminumDedPiping dowre -DeadheLies of dshutme downdpipebreakalarm ThreePhlielay&230VAC) VOLT IN CONDUIT TUBING OR WIRING LATERAL LINES •StainlessSeel Piping -Dansduorosishutd o LABEL SPARE WIRES .Isolation Yahreformaintenance -Trensducerlossshutdown _eVDC,12VIx J .Manual Sw,tdr provides userfull control and Back panel Far mounting Rain Bird sution LiftAcussaries W THAT ARE TO r-Dieapabilities mrrtrolkm -Foot valve �„�_ �z$"�I m FOUR COMMON PORTO LANE •2"-Dischege,2Yf5ntion PortNPT -PreddlledforFSP-Me,FSP-LXMe,and -Intake screen CONTINUE, AS 20;230;"VACo�9�m��haie208V, �;nD�purchi d'�;�)`" �,kwew Side, , BRICK SUPPORTS. OCCURS. WIRES TO CONTROLLER PASCO WA 99301 •Mounting options for rain BirdCommllen; NOTES: 7 (purchasedlwparately) 10" DIA. PVC PIPE Features --7--7 corrsrAmsettarsarcurvt- PERMIT SET 4/14/2020 •No tringConfigurtlans EXTENSION, LENGTH -Inletand discharge piping on opposite >c o.ou,..cm AS REQUIRED. 1. ALL PVC LATERAL LINES SHALL BE INSTALLED IN THE TRENCH IN A SERPENTINE MANNER AS PER MANUFACTURER'S SPECIFICATIONS. sides oftheendosurelasshowm)sIncluded Pp ra / 1/2" WIRE CLOTH GOPHER 2. ALL MAIN SUPPLY LINES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. -y.'and z'Pdming Ports Included J/ 'Iaedmati-Features 1° 6991 Es-uthporeliload mPsoivialun Th"°`e''Ib`rd-.ware`' PROTECTION SCREEN, 3. TAPE AND BUNDLE TUBING OR WIRING AT 10 FT.INTERVALS.WIRING SHALL BE LAYED OUT LOOSELY IN THE TRENCH. -Iwlationvalve m TcscnSouthpoiMRaad www.ainblM.com # DESCRIPTION dd/mo/ r K b Tuaon,AZ&5]56 -Liquid filled pressure gauge AppliatiomGroup 152a)9a&562o WRAP 6" UP SIDES. 4. ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. 01 -Ruggedself-pdming—Irfgalparp to �+o Fmc ISm)]41fi191 Emall,punps�ralnbirdcom 5. CONDUIT,TUBING,WIRING AND/OR MAIN SUPPLY LINE SHALL BE I.D.WITH A MINIMUM 4"CAUTION TAPE 10-12"ABOVE CONDUIT OR LINE. 02 TWO 6X2X16 CONCRETE """""°"'"""'*°""""�° ISOLATION VALVE AS PVC MAIN LINE. 6. ALL MAIN SUPPLY LINES AND LATERAL LINES SHALL BE PLACED IN SLEEVES UNDER PAVED SURFACES. 03 aM,51Cla BMcwp"aam 5n5 pap66]FD BLOCK CPAS, ONE ON NutMSum'onIRReSntdrSfi4 7. ALL TRENCHING LINES SHALL BE BACKFILLED WITH MATERIAL FREE AND CLEAN OF DEBRIS OR ROCKS LARGER THAN 3/4"IN SIZE. SPECIFIED. EACH SIDE OF BOX. MAIN LINE AS OCCURS. COMPACT SOIL TO 75-80%R.C. 04 SLIP/THREAD COUPLING. 05 8. NO MORE THAN TWO(2)LINES PER TRENCH ON ALL 2"DIAMETER LINES OR GREATER. 6" SCHEDULE 80 THREADED 9. PROVIDE LOCATOR WIRE CONTINUOUS ALONG TOP OF MAINLINE PLACE# 18-048 NIPPLE. 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VC I tyof Community Development Department S�O PO Box 293, 525 N 3'd Ave, Pasco, WA 99301 f P: 509.545.3441 /F: 509.545.3499 DETERMINATION OF NON-SIGNIFICANCE (Optional DNS Process) Issuance Date: May 20, 2020 Project Name: Park at Madison Park Project Number: SEPA2020-025 & SP2020-007 Proponent: Dave Swisher EE Properties, LLC 250 NW Franklin Ave, #401 Bend, OR 97701 Applicant: Dave Swisher EE Properties, LLC 250 NW Franklin Ave, #401 Bend, OR 97701 Description of Proposal: Construction of a 4-acre park, including a play structure, pavilion, restrooms, and a soccer field, within the existing Madison Park subdivision. Location of Proposal: The northwest corner of Santa Cruz Lane and Porto Lane, opposite the Church of Latter-Day Saints (Parcel #116-351-241) in Pasco, WA. Lead Agency: City of Pasco The City of Pasco, acting as lead agency for this proposal, has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period on the DNS. Appeals must be filed within 10 days Qf phis determination. Responsible Official: Ric White, Community & Economic Development Director Address: PO Box 293, Pasco, WA 99301-0293 Phone: (509) 545-3441 VSUty°fCommunity Development Department ��� PO Box 293,525 N V Ave, Pasco, WA 99301 P:509.545.3441/F: 509.545.3499 Appeals: You may appeal this determination of non-significance by submitting an appeal to the address below no later than June 1, 2020 (10 days from issuance). The appeal must be in written form, contain a concise statement of the matter being appealed and the basic rationale for the appeal. A fee is required per the City's Fee Resolution. Please note that failure to file a timely and complete appeal shall constitute a waiver of all rights to an administrative appeal under City code. All comments or appeals are to be directed to the City of Pasco Planning Department, PO Box 293, Pasco, WA, 99301, Attn: Rick White.