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Hard File ScannedI/ ~F THE A~+~ a~ ~~ Ci o 'elm 4 ~ ~ 105 Yelm Avenue West YELM P.O. Box 479 WABMINOTON Yelm, Washington 98597 (360) 458-3244 March 4, 1999 ,~ To: Barb Christensen From: Shelly Badger ~ u RE: Processing of warrant for Cochrane Park payment of Transportation Facilities Charge As per Site Plan Approva1988231YL, the City of Yelm is required to pay a Transportation Facilities Charge in the amount of $1338.00 for development of Cochrane Park. Please process a warrant in the amount of $1338.00 expensing it to line item #420 596 35 49 and receipting the funds to line item # 120 344 85 00 for payment of the Cochrane Park development Transportation Facilities Charge. Please contact me if you have any questions. Thanks! .~ Date: March 2, 1999 To: Shelly Badger From: Cathie Carlsor~-~~ Re: Amendment to Condition of Approval for Cochrane Park, SPR988231YL In the original approval letter for the project referenced above, under the Transportation Section, Condition of Approval (a) incorrectly stated the number of new pm peak hour trips generated by the project. After review and consultation with SCA Engineering, the correct number of new pm peak hour trips generated by the site should be 1.78 trips instead of the 17.84 previously stated. This would change the TFC to $1338.00. Please attach this memo to the original approval letter, it officially amends the TFC for the above referenced project. v~ ~~ ~- o~ ,~ ~ ~ ~~. ~ ~ ~' , ~ ~~ March 1, 1999 Ms. Shelly Badger City of Yelm PO Box 479 Yelm, WA 98597 Re: Site Plan Approval for SPR-988231-YL Dear Shelly: The City of Yelm Site Plan Review Committee has completed its review of the above referenced project. Site plan approval has been granted based upon the following findings of fact and conditions of approval. 1. Transportation Finding: Yelm is a small compact community most directly affected by two state highways which bisect the community. The two state highways are used by local residents for transportation throughout the city and for access to commercial and residential areas throughout the community. In lieu of widening existing streets, the City has elect to create certain alternatives, Y-1, Y-2, Y-3 which will avoid the need to significantly widen existing streets, and particularly Yelm Avenue. New developments do in fact burden the city's central streets, and unless the bypass alternatives are accomplished, the City would have to require developers to pay the cost of the internal street widening. The city plans show and the City finds that adequate facilities will be accomplished better and in a timely fashion by bypass facilities as a substitute for the widening of existing facilities. As a result, the City finds that the regional plans in fact benefit projects in all areas on the City and will accomplish the goal of providing adequate facilities to City standards within a reasonable time to serve the demands created by the proposed project. The development of the site as a park will generate approximately 17.84 pm peak hour trips Conditions of Approval: a. The applicant shall mitigate traffic impacts to the transportation system. Mitigation includes payment of the Transportation facility Charge (TFC) for 17.84 new pm peak hour trips generated by the project. The total TFC is $13,380.00 and payable at time of building permit issuance. b. The applicant shall be responsible for frontage improvements along its property frontage on Mill Road. Frontage improvements shall consist of half-street improvements for a Neighborhood Collector Street. 2. Storm Water Finding: The completed project will increase the amount of impervious surface on the site and on the adjacent street. Impervious surfaces create stormwater runoff. When uncontrolled and untreated stormwater runoff can create health and safety hazards. YMC requires all development to comply with the City stormwater Manual. Condition of Approval: The applicant shall submit a final stormwater report and plan, including site contours, for approval by the public Works Department. stormwater facilities shall be designed and constructed in accordance with the DOE Manual. Best Management Practices are required during construction. 3. Water Finding: The City's Water Comprehensive Plan identifies a portion of the City area for service. The project site is in the City's water service area and as a public park facility is required to connect to the City water system Condition of Approval: The applicant shall provide potable water at the site. A final utility plan shall be approved by the Public Works Department. 4. Sewer Finding: The City's Water Comprehensive Plan identifies the City and the short term urban growth area for service. The project site is in the City's sewer service area. Condition of Approval: Future construction of a restroom facility will require connection to the City STEP Sewer System. System connection fees will be assessed at the time construction occurs. 2. The applicant shall submit final utility plans for approval by the Public Works Department. 5. Fire Safety Finding: YMC requires all development to meet minimum fire flow requirements. Condition of Approval: Fire hydrant coverage, design and installation shall be in accordance with the city of Yelm Development Guidelines. The applicant shall submit a fire hydrant plan for approval by the Public Works Department. 6. Parking Finding: User's of the park can be expected to arrive at the park via personal motor vehicles. Minimum parking spaces and parking arrangements are necessary for the safe movement of motor vehicles into and out of such spaces. YMC requires all development to provide adequate parking and that parking lots meet the minimum standards as set forth in the City of Yelm Development Guidelines, Chapter 4 -Transportation, Section 4.F.110 Parking Lots. Condition of Approval: The applicant shall submit civil plans to the Public Works Department for review and approval. The civil plans shall include all applicable information as required in Chapter 4 - Transportation, Section 4.F.110 Parking Lots, in the Yelm Development Guidelines. 7. Landscaping Finding: Landscaping and screening are necessary to promote safety, to provide screening between incompatible land uses, to safeguard privacy and to protect the aesthetic assets of the City. YMC, Chapter 17.80 requires all development to provide on site landscaping. Condition of Approval: The applicant shall submit a Final Landscape and Irrigation Plan to the Planning Department for approval. The landscape and irrigation plan shall be in accordance with the Yelm Zoning Code, Chapter 17.80, Landscaping. Site Plan Approval is a Type II Administrative approval. An appeal of this decision can be filed within 14 days from the date of this letter, pursuant to Yelm Municipal Code, Chapter 15.49, Integrated Project Review Process. The Site Plan Approval is valid for eighteen (18) months from the date of this letter. If you need additional information or assistance, please call me at 458-8408. Sincerely, Catherine Carlson City Planner cc: Ken Garmann C:\MyFiles\CATH I E\8231 APP.wpd ;~- , . City Park (411) Average Vehicle Trip Ends vs: Acres On a: Weekday Number of Studies: 4 Average Number of Acres: 147 _v Directional Distribution: 50% entering, 50% exiting ate.. -rriu Generation per Acre ~'6 ;~:. Average Rate Range of Rates Standard Deviation - 2.23 ~-e~~ 1.04 - 8.00 2.12 ,$~, _ .~„ ~~r~ _ . Data Plot and Equation Caution -Use Carefuiiy -Small Samp/e Size '~ . 700 ', ~' X ': `i 600 -- ---- ---- - - -- - = - --- --- -- - --: - --- --- ------.... j; N ¢. C 500 --- -- -- -- -- -- ------------------------- - - --- --------------- --- W a m 400 --- ----- - - -- - -~-- ---- ----- -- ----- --- --- --- --...-- -- U m ~ ~. ' ;*; ~ 300 - -- --- - ------ - -------- --,-~--...-~- - -- -- Q1 X Q ~ II 200 --- ---------- - -----'~~:...--- - ------ ~ ; 100 X - - - - -- -- -- -- - - 0 0.0 100.0 200.0 300.0 ,: X =Number of Acres ' k~ X Actual Data Polnts Fitted Curve ------ Average Rate ~ Fitted Curve Equation: Ln(T) = 0.407 Ln(X) + 3.780 R2 = 0.56 . Trip Generation, January 1991 k" ,~1 585 Institute of Transportation Engineers ,~I ~ I~,I 15.40.010 Chapter 15.40 CONCURRENCY MANAGEMENT Sections• 15.40.010 Definitions. 15.40.020 Process. 15.40.030 Determination and payment of the transportation facility charge. 15.40.040 Accounting and appeals. 15.40.010 Definitions. As used in this chapter: "Concurrency" means a determination that the facili- ties necessary to serve a proposed land development are in place or planned for and properly funded with a reasonable expectation that the facilities will be in place at the time needed to preserve adopted levels of service. "Development activity" means any construction or ex- pansion of a building, structure or use, any change in use of a building or structure, or any changes in the use of land, that creates additional demand and need for public facilities. "Development approval" means any written authorization from the City which authorizes the commencement of develop- ment activity. "Land development" means any action with respect to a parcel of real property which requires plat approval pursu- ant to RCW Chapter 58.17 or site plan review approval through Chapter 17.84 of this code, or master plan develop- ment approval through Chapter 17.62 of this code. "Land division" means the action of dividing land for sale or lease, whether through the subdivision process identified in RCW Chapter 58.17, the city's binding site plan review process, or any other process which results in the creation or modification of the boundaries of a proper- ty for purposes of development. "Owner" means the owner of record of real property, although when real property is being purchased under a real estate contract, the purchaser shall be considered the owner of the real property if the contract is recorded. "Project improvements" means site improvements and facilities that are planned and designed to provide service for a particular development project and that are necessary for the use and convenience of the occupants or users of the project, and are not system improvements. No improve- ment or facility included in a capital facilities plan approved by the governing body of the city shall be consid- ered a project improvement. 129-40/129-41 (Yelm 2/97) 15.40.020 "Proportionate share" means that portion of the cost of public facility improvements that are reasonably related to the service demands and needs of new development. "Public facilities" means sewer service, water ser- vice, parks, schools, and roads are the public facilities for which the city will make specific findings of concurrency based on the comprehensive plan. "Service area" means a geographic area defined by the city in which a defined set of public facilities provide service to development within the area. Service areas shall be designated on the basis of sound planning or engi- neering principles. "System improvements" means public facilities that are included in the capital facilities plan and are designed to provide service to service areas within the community at large, in contrast to project improvements. "Transportation facility charge" means payment of money imposed upon development as a condition of develop- ment approval to pay for public facilities needed to serve new growth and development, and that is reasonably related to the new development that creates additional demand and need for public facilities, that is a proportionate share of the cost of the public facilities, and that is used for facilities that reasonably benefit the new development. "Transportation facility charge" does not include a reason- able permit or application fee. (Ord. 580 §1, 1996). 15.40.020 Process. A. Whenever a reviewing authori- ty is asked to consider the approval of a division of land for sale or lease or the approval of a site plan, the re- viewing official shall make a written determination of concurrency in connection with facilities proposed or available for the project. B. With respect to each of the public facilities identified above, concurrency shall be established and determined as follows: 1. Sewer: a. The project is within an area approved for sewer pursuant to the adopted sewer comprehensive plan for the city; b. Improvements necessary to provide city stan- dard facilities and services are present or are on an ap- proved and funded plan to assure availability in time to meet the needs of the proposed development. 2. Water: a. The project is within an area approved for municipal water service pursuant to the adopted water com- prehensive plan for the city; b. Improvements necessary to provide city stan- dard facilities and services are present or are on an ap- proved and funded plan to assure availability in a time to meet the needs of the proposed development. 129-42 (Yelm 9/96) 15.40.030 3. Parks: The project meets the requirements of the city fee-in-lieu requirements for parks, Chapter 14.12 Yelm City Code. 4. Schools: The project sponsor provides a letter from the local school district that the school facilities impacted by the proposed development are present, or are on an approved and funded plan, to assure that facilities will be available to meet the needs and impacts of the proposed development. 5. Transportation: a. The project makes on-site and frontage im- provements, consistent with city standards for utilities, curbs, gutters, sidewalks, bicycle lanes where appropriate, and roads necessary to serve the proposed project consis- tent with safety and public interest; b. The project makes such off-site facility im- provements, not listed on the capital facilities plan, as are necessary to meet city standards for the safe movement of traffic and pedestrians attributable to the project. Where a developer is required to oversize an off-site fa- cility for a project by more than ten percent of the need generated by the proposed project, the city may consider a developer reimbursement contract as authorized by state law; c. The project makes a contribution to the facilities identified in off-site comprehensive transporta- tion plan, in the form of a transportation facility charge based on the list of projects specified to be constructed within the next six years, or as partial credit against such charge, constructs a portion of the six-year facility, in which case a credit shall be given for the reasonable cost incurred therein, but not to exceed the extent of potential savings to the city; d. Appendix A to the ordinance codified in this chapter is the traffic report identifying the transporta- tion facility charge for the six-year road program in place at the date of the adoption of said ordinance. Such traf- fic report is to be updated no less than annually,. by July 1st, of each year; provided, however, the plan in effect shall remain in effect until a successor plan is fully adopted. (Ord. 580 §2, 1996). 15.40.030 Determination and payment of the transpor- tation facility charge. A. The transportation facility charge shall be based on the per peak-hour trip rate iden- tified in the report from transportation trip calculations based on a transportation report consistent with city stan- dards. B. City standards shall include: 1. Standard transportation assumptions as identi- fied in Table 1 attached to the ordinance codified in this chapter; 129-42a (Yelm 9/96) 15.40.040 2. For facilities not on the standard transporta- tion assumptions, the Institute of Traffic Engineers Trip Generation Manual for the most recent year; 3. For projects with nontraditional peak hour im- pacts or different from standard projects modelled in said Table 1, a special report, based on generally accepted traffic engineering principles may be submitted and consid- ered. C. Credits shall be given to reflect the projected impact on the community system such as, traffic decreases where an existing facility on site is removed or replaced, and traffic reduction systems which are binding and likely to remain effective for the life of the project. D. Credits may also be given for projects which cre- ate a significant economic benefit to the community, in- cluding industrial or manufacturing uses with an excess of five hundred trips per day. The size of the credit shall be measured at an appropriate percentage of the anticipated annual tax revenue increase to the community and available for capital contribution to transportation facilities on the approved plan as a result of the project. E. Payment of the transportation facility charge shall be as follows: 1. For projects involving the division of land for sale of lease: upon the issuance of a building permit for construction of each lot of record, for the traffic attrib- utable to that lot, 2. For projects approved through site plan review: upon the issuance of the building permit authorizing the construction of any phase, for the traffic associated with that phase, 3. For any project over one hundred peak hour trips per day: the fee may be paid in installments, at the municipal rate of interest in effect on the day of building permit issuance, with fifty percent being paid at the issu- ance of the building permit and the balance paid within twenty-four months, recognizing the lead time for the city to bring major projects on line. (Ord. 580 §3, 1996). 15.40.040 Accounting and anneals. A. All fees col- lected under this chapter shall be placed in separate ac- counts for the dedicated purpose for which collected. Such funds may only be expended for identified facilities on an approved plan, and must be spent within six years absent a specific situation where the city can justify a longer period. B. If an applicant desires to challenge the calcula- tion or assessment of any fee, such fee shall be paid under protest and the permit may be issued. Appeals shall be heard by the city council upon a de novo hearing. C. Any such appeal shall consider the issues raised, the proper fee to be assessed, and the necessity to find 129-42b (Yelm 9/96) 15.44.010--15.44.020 concurrency as a precondition to any project approval. The proper fee to be charged on appeal is determined: (1) by compliance with the terms of this chapter, and (2) if for any reason the terms of this chapter are found inappropri- ate, such fee as necessary to assure concurrence for all facilities identified herein, but not to exceed the fee collected pursuant to this chapter. (Ord. 580 §4, 1996). Chapter 15.44 VESTING OF DEVELOPMENT RIGHTS Sections• 15.44.010 Intent. 15.44.020 Definition. 15.44.030 Vesting of development rights. 15.44.040 Limitations not restrictive. 15.44.050 Building permit requirements. 15.44.010 Intent. It is the intent of the city to comply with RCW 19.27.095 by defining when a valid and fully complete building permit application for a structure exists for the purposes of establishing the point of vest- ing of development rights. {Ord. 555 §6{part), 1995). 15.44.020 Definition. For the purpose of this code, a "valid and fully complete building permit application" means the following requirements have been met for any construction project: A. The legal description, or the tax parcel number assigned pursuant to RCW 84.40.160, Manner of Listing Real 129-42c (Yelm 9/96) ~~ TABLE 1 TRIP GENERATION RATE DEFAULT VALUES P.M. PEAK HOUR and Uses Unit of Measure * Basic Rate PM Peak Trips/LTnit New Trips % New Trip Rate Residential Sin le Famil etached dwellin 1.01 100% 1.01 Multi Family (Town House, Duplex, & Accesso Dwellin Units) dwellin 0.60 100% 0.60 Retirement Communi dwellin. 0.28 100% 0.28 Mobile Home in MH Parks dwellin 0.56 100% 0.56 Commercial -Services Drive-in Bank s ft/GFA 43.63 75% 32.73 Walk-in Bank s ftlGFA 17.35 80% 13.88 Da Care s ft/GFA 15.56 75% 11.67 Lib s ft/GFA 4.74 75% 3.56 Post Office ft/GFA 6.11 75% 4.58 Hotel/Motel room 0.69 100% 0.69 Service Station umn 15.18 50% ~ 7.59 Service Station/Minimart um 17.45 40% 6.98 Movie Theater screen 19.04 85% 16.18 Carwash site 81.00 65% ~ 52.65 Health C1ub/R.a uet Club so ft1GFA 1.83 75% 1.37 Commercial - I~tstitutional Elemen SchooUJr. Hish School student 0.02 80°~ ~ 0.02 Hi h School student 0.04 90% 0.04 Church s ft/GFA 0.72 100% I 0.72 Nursin Home bed 0.17 100% 0.17 Con ate Care/Asst. Livin dwellin 0.17 100°~ 0.17 Commercial -Restaurant Restaurant s ftlGFA 7.66 80% 6.13 Fast Food Restaurant s ft/GFA 36.53 50% I 18.27 Commercial - Retail Sho i Center un to 9.999 s ft s ftlGLA 15.14 50% 7.57 *For uses with Unit of Measure in "sq ftlGFA" or "sq ft/GLA", trip rate is given as trips per 1000 sq ft of gross floor area (GFA) or gross leasable area (GLA). TABLE 1(Cont.) TRIP GENERATION RATE DEFAULT VALUES P.M. PEAK HOUR and Uses Unit of Measure * Basic Rate PM Peak Trips/Unit New Trips % New Trip Rate 10 000 - 49 999 s ft s ft1GLA 10.16 55% 5.59 50 000 - 99 999 s ft s ft/GLA 7.28 65% 4.00 100 000 - 199 999 s ft s ftlGLA 5.66 60% 3.40 200 000 - 299 999 s ft s ftlGLA 4.71 65% 3.06 300 000 - 399 999 s ft s ftlGLA 4.16 70% 2.91 over 400 000 s R s ft! GLA 3.66 ?5% 2.75 Su ermarket a ft1 GLA 10.34 75% 7.76 Convenience Market s ft/GFA 53.73 45% 24.18 DiscountlDe artment Store s ftlGFA 7.79 50% 3.90 Miscellaneous Retail Sales s ft/GFA 4.80 60°~ 2.40 Furniture Store ft/GFA 0.39 60% 0.23 Car Sales - New/Used s ft/GFA 2.62 80% 2.I0 Commercial - Administrative O u to 9 999 s fl s ft/GFA 4.09 90% 3.68 10 000 - 49,999 s ft s ft/GFA 2.55 90% 2.30 50 000 - 99 999 s ft s ftIGFA 2.00 90% 1.80 100 000 -199 999 s ft s ft/GFA 1.67 90°~ 1.50 200 000 - 299 999 s ft s ft/GFA 1.46 90% 1.31 over 300,000 s ft s ftlGFA 1.29 90% 1.16 Medical Office/Clinic s ftlGFA 4.08 ?5% 3.06 Industrial Li ht Indus /Manufacturin s ft/GFA 0.98 100% 0.98 Industrial Park s ft/GFA 0.98 100% 0.98 Warehousin /Stora e e ft/GFA 0.74 100% 0.74 *For uses with Unit of Measure in "sq ft/GFA" or "sq ftIGLA", trip rate is given as trips per 1000 sq ft of gross floor area (GFA) or gross leasable area (GLA). (c:\data\6054702.tab) TABLE 1 TRANSPORTATION FACILITIES CHARGE tTFC) 6-YEAR IMPROVEMENT PROGRAM (Capaaty Improvements Only) Yelm Zoning List of Improvements Sub-Area Cost* 1 Stevens Avenue East 5220,000 First Street to West Road 2 Edwards Street Northwest 5210,000 Yelm Avenue to Coates Street 3 Yelm Avenue East East, South 5120,000 4th Street to Clark Road 4 Ye/m Avenue East East, South S1o0,000 Plaza Drive to 5•Corners 5 Railroad Street Improvements (NP Road) Northwest S330,000 Rhoton Road to NE Citq Limits 6 Stevens Avenue Extension Northwest, East S210,000 Edwaras Street to First Street 7 Mosman Street Realignment South, Southwest 5190,000 SR 507 to Third Street 8 Y-3 Corridor Study & Design All So"50,000 SR 510 to SR 507 (North Loon) 9 Yelm Avenue West Northwest, Southwest S720,000 Yelm H.S. to First Street 10 West Road East 5385,000 4th Street to 103rd Avenue 11 93rd Avenue Northwest 5180,000 Realignment & Channelization 12 Killion Road Northwest 5120,000 Realignment & Channelization 13 Traffrc Signal System Improvements All S360,000 3-Locations Total Improvement Cost: $3,885,000 The estimated project cost includes the construction of the "core" roadway only. The cost for urban amenities, such as concrete curbs, gutters, sidewalks, street lighting and landscaping is not included in the TFC project cost estimate. APPENDIX A ORDINANCE 580 6/17%96 6p54GRWXl.S _ ~ ~- ~ ~ p O ~ p O r 0 ~ r. N p N tD ~ ~ ~!' N 17 X w N ~ N U ~ ~ ~ w w w w N m ~ \ o ° N M Q CL w ` o '~°, o ° ~ N ~ ~ M U e o ~ r, O O N M to ~ ~ U O p ~ ~ O O O O O t0 a0o °? ~ N p O p N _ ,p O ~ s ~, w ~ n o a ~ .' ~ ~ ~ n d " ` u o o o °~ ~ ~ o °~ c ~ ~ c o m ~ w . ca U 0 0 °o 0 ° o 0 0 0 0 0 ° a a - 0 ~ p c p ~ °- O v ° ~ u' ~ °'' w m o _ ~ ~ ~ ~ U ~ ~ ~ ~ U N r ~ ~ tR ~ U c .~ Q ~ n 00 O O ~ m ~ O ~ K ~ - w ~ ~ !A ~ t w ~ ~ ~ ~ ~ N N ~ }-• ~ U \ o 0 O a ° O N SD O '~ ~ m tov ~ r, ~' hZQ '~ U ~ o o c Q Q O O C m O ° O O ~ C- O Q ~ O O p O W a Z O i:.. O U p- d O O_ N O O O C N ~ :C1 ~ N ~ y~. w ~ ~ :0 O N N r ~ ~ +p 69 ~ „ fn ~ ~ V} ~ , Z Q r o ~ N ~ N O E m ~ J O c N ~ fd 1 (!~ 'C N j c ~ N Z ~ ~ ~ Z ¢ ~ 9 l N m N ~ ... U (!S ~ ~ ~ O ~ o h Z U c O G N G7 O ` +n o ed a a~ CJ x R ,n m Q c o m q~ u. ~ ~ W a ° o c o ~ ~ ~ • h Q ~ m N ~ j O N? G m N C7 ~~ O !n y C N m Q ll! ~ ~' ~ i > N ~ o ca ~ ~ ~ ~ ~ N c -, n ~ Win m ~ = ~ °_' ~ m ~ ~ vai m r N < m o r O } ~ ~ 0. ~ ~ > ~ C q ~ C tl.. j m ~ m C C (n ¢ (~ ~ N '~ ? R ~ N > q ~ m j 'C y C ~ O ¢ Q ' v o y '"v ¢ ¢ o ~ ~ U E m c y `~ N cII ~ ~''^ ~ O M ~ ` - } ~ a~ c m V~ ~ } Q' ~ ~ ! R ~ w s N ~ N x a O co O ~~ w H Z ~ H p,, o co tD r U r-, r-, r-, u ~-, u r-, u ,---, r-, ~-, u u r--, U r-, u ~' u r--, u ~-, u Storm Drainage Analysis & Report #97086 Site Location C®~.H~~E ~AR~ Prepared For: City of Yelm 105 Yelm Ave. Yelm, WA 98597 (360) 458-8403 ~ ~1~(~$ a~F ~ ~~ Prepared By: SK/LLINGS-CONNOLLY, INC Consulting Engineers 5016 Lacey Boulevard S.E. Lacey, Washington 98503 (360) 491-3399 0 _2 9F Z?143 ~O ~`¢ GlSTE~ ~~ ~sr~n~nL ~~® r-, u n u TABLE OF CONTENTS SECTION PAGE r, 1. Proposed Project Description ............................................................ 1 2. Existing Conditions ............................................................................ 1 `~ 3. p .......................................................... Infiltration Rates /Soils Re ort 1 .-, 4. Wells and Septic Systems ................................................................. 2 5. Fuel Tanks ......................................................................................... 2 ~ 6. Basin Description and Facility Sizing ................................................. 2 r-, 7. Analysis of 100-Yr Flood ................................................................... 3 ~ 8. Aesthetic Considerations for Facilities ............................................... 3 9. Downstream Analysis ....................................................................... 3 ~ 10. Covenants, Dedications, Easements ................................................. 3 Li 11 . Property Owners Articles of Incorporation ........................................ 3 12. Erosion Control .................................................................................. 3 r, u n ~~++ ~+ u A~~EN®~`iES n ~ A. Project Maps Vicinity Map `~ Soils Map ~ USGS Regional Topography Basin Map ~ B. Calculations & Computer Analysis Facility Sizing n Waterworks Computer Modeling 'J Facility Summary n C. Supporting Documentation `J Soils Data ~ SCS and Thurston County SBUH Input Data v LJ SKILLINGS-CONNOLLY, INC. I City of Yelm, Cochrane Park Consulting Engineers Storm Drainage Analysis & Report n U n u r--, n Storm Drainage Analysis & J4eport U ~ SECTION 7 PROPOSED PROJECT DESCRIPTION ~ Cochrane Park is located south of Yelm Ave. on Mill Road in the City of Yelm. The park is a constructed wetland park with three wetland cells, a fish pond, restroom facilities, and kiosks. ,-~ The eight acre site has 18 parking stalls and two handicapped accessible parking stalls. `J The property is located in: Section 30, Township 17N, Range 2E W.M. r-, Increase in stormwater runoff resulting from the addition of paved surfaces will be mitigated by ~ an infiltration basin sized to infiltrate 100% of the 100-yr, 24-hr design storm. ~, The runoff from the pavement will be directed to a conveyance pipe which will carry it to a u biofiltration strip and then to a retention basin located on the Fire Station property across the street from the park. It will then be infiltrated in a basin that will be reshaped to accept this `~ additional flow. u Facility sizing and design calculations are in Appendix B of this report. r-, u SECTION 2 EXISTING CONDITIONS r-, The total site is approximately 8 acres of which .34 acres will be converted into impervious ~ surface and the rest will be converted to a constructed wetland park which will enhance the vegetation of the site and minimize runoff. The areas surrounding the parking area and the ,--~ restrooms will be vegetated with grass and landscape plant material. These planted areas will not create any considerable runoff. To the north of the project is a church. The church `J property is sloping away from the site and will not contribute to the stormwater on site. The r-, property to the south is undeveloped and should not contribute runoff to the site. There are no well defined downstream drainage courses. It is evident that in the existing condition storm u runoff percolates rapidly and very little leaves the site. ~ With these improvements to the frontage on Mill Rd. the runoff from half of the roadway will be ~ included in the sizing of the treatment and drainage facilities. The contributing impervious surface is .18 acres. Therefore the total impervious surface as indicated in Appendix B is 0.52 r' acres. SECTION 3 INFILTRATION RATE /SOILS REPORT `~ Site soils are identified by the Soil Conservation Service Soil Survey of Thurston County, ~j Washington as a Spanaway gravely sandy loam, a Type `B' soil. This soil is characterized as very deep, somewhat excessively drained and formed on terraces. r-, ~ An investigation of the site soils was performed by Skillings-Connolly, Inc. and in essence verifies the presence of the Type `B' gravely sandy loam soil for the site. n U n LJ r-, u n u n ~ Infiltration tests were performed in the vicinity of the proposed basins. The soils were found to be dark brown to gray brown, very gravely, medium to coarse sand. The soil was very n consistent throughout the three infiltration test sites. Therefore, all infiltration surfaces can ~ safely be assumed to exhibit the characteristics described. ~ Upon examining the test hole it was determined that the soils on site will have a infiltration rate in excess of 20 in/hr or more. A conservative infiltration rate of 15 in/hr was used for design to U include a factor of safety for possible siltation of the drainage basin's bottom over time. r--, ~ SECTION 4 WELL AND SEPTIC SYSTEM ,~ The site will be served by City of Yelm sewer system. There is a STEP System line on Mill Road that will be connected . u ~ SECTION 5 FUEL TANKS ~ There are no known underground storage tanks in the immediate area. r-, u SECTION 6 BAS/N DESCRIPTIONS AND FACILITY SIZING The drainage basins were sized and analyzed using the Department of Ecology's guidelines for ~' the 6 -month, 24 -hour design storm. Water Works, a drainage design software, was used to u size and analyze the design. Since Water Works used the 2- year, 24- hour design storm the facilities will be sized conservatively. Additionally, as previously described, conservative r-, infiltration rates were used for the design calculations. Please see the calculations in Appendix ~ B section of this report. r-, The drainage from Mill Rd. frontage will be intercepted and directed to the conveyance system ~ along with the rest of the on-site area runoff from the parking area and adjacent sidewalk. The stormwater from the basin will flow over approximately 800 square feet of grass filter strip for a r, minimum length 80 feet which fulfills the DOE requirement (see sheet "biofiltration treatment" in Appendix B). After treatment of the stormwater a drainage basin will be used to infiltrate the `-~ water into the ground. r' The drainage basin is an irregular shape that is 3.0' deep, by 80' long, by 40' wide, with side ~ slopes of 4 horizontal to 1 vertical. A check on the required volume for the 100-yr, 24-hr storm event is calculated to be 1494 cubic feet. To this volume we will need to add the runoff ~' contributed by the basin on the Fire Station site or 300 cubic feet for a total of 1800 CF. This u volume is exceeded by the basin design volume of 4550 cubic feet. During the 100-yr, 24-hr design event the level of the water is expected to be less than 0.9' in the basin. More than a '~ foot of freeboard is supplied in the design of the drainage basin due to the hydraulic profile of ~, the drainage from the park. ~ Because of the high permeability of the site soils, it is anticipated that there will be no post- development runoff from the site. ~, v r-, U r--, n u r-~ ~ SECTION 7 ANALYSIS OF THE 100-YR FLOOD n v The site is not subject to flooding during a 100-yr, 24-hr storm event, nor will development of the site contribute to flooding on downstream property. SECTION 8 AESTHETIC CONSIDERATIONS FOR FACILITIES The filter strip will receive the runoff from the asphalt pavement at the Fire Station property. The filter strip and the pond area at the Fire Station will be reshaped and replanted during construction. The drainage basin will have sides sloped of 4 horizontal to 1 vertical and will be replanted with grass to blend into the surrounding landscape. The area around the pond will be landscaped to improve the appearance of the facility. r--, `~ SECTION 9 DOWNSTREAM ANALYSIS ,--~ A downstream analysis will not be necessary for this site because of the high probability of infiltrating 100% of the 100-yr, 24-hr event. U r-, SECTION 10 COVENANTS, DEDICATIONS, EASEMENTS `--' The storm management facility for this site will be owned and maintained by the City of Yelm Public Works Department. A maintenance agreement should be executed to ensure future r--, maintenance of the facilities. An easement will be obtained from the Fire Station for the use of U the retention basin by the City of Yelm. u SECTION 11 PROPERTY OWNERS ARTICLES OF INCORPORATION Not Applicable. r--, v SECTION 12 EROSION CONTROL `~ Erosion control features are shown on the construction plans. If properly administered, the ~ erosion control features shown should prove to be sufficient in preventing sedimentation. The site is relatively flat, possesses extremely porous soils and will remain vegetated along the r-, perimeters while grading activity occurs. u r-, u r--, v r-, n U u r--, U r1 lJ r-, r-, ~-, ~, r-, r-, ,--, r-, ,--, r-, r-, U ~1 iU n U r1 ~J n U APPENDIX A Project Maps Vicinity Map Soils Map USGS Regional Topography Basin Map SKILLINGS-CONNOLLY, 1NC. Consulting Engineers City of Yelm, Cochrane Park Storm Drainage Analysis & Report 33p0 , }~ ,~ < ,~ a :% n v -- - !:. n ` , 1 Hlll t _ _ --~ f"i _ _ . _ i -~ f V 1300 ~i~ ~'j 17N 1~ ~ 1 ~ ' { 1 _ -- T ~ _...r i f `~ ~ --~ l _ _ ~ ~~ _ -- 1 1 1 r.,1 , ~~,~NJ 199! ~O~NNlA^~!'S ~ . i © ~~ t V t i ~ o f 1 ~ o n~~r ' ~ lJ ~nnn n r`1 1 ,~ ~~ o 1„ r gg00 a ~ ~~ ~ ~ ~ ~ { ',{ { { 1 { { { 1 { { - _~----- _-- { _-- { -o , { \~~~ {11 t "'sr { ~. `~~? ',_ .S. e { n r _- .--, U n ~J U n U ~J n ~J n ~J n U r1 u r-, U r1 U ~l U rl n U n U n U rl U rl U f~ U S~U~LINC~S ~ C,ONNO~~/ ~NC. I ~ I `` SCS SOILS SAP COIVSU~TINCi EIVC~IIVEERS 6~ ~ ~ ~ ~ -- 1, /~~ ~~~'i „cP ~ ~ - ~' $~ _. ~ l ~ ~ _r'f 110 ~---~~ .. _-x,,281 }~ _.i ~~ ~• c ~- ~' ~-~,. ~~ ~ ~ _: -, ~ r ;~,~~/; / ~ .i"_-~60-, ~ y _ Y 292 ~~ ~ -~~.~. ~ ~r-.~: 'G~~` ~- `l j{y t ~` ` t -- --.```~. MfCr~gq~ - ~ ~ -{~fv` • ~ ;.: T , j,• °0.J ' .1 2BO ~.purtrO~r'~S - • i `'90 ;'=-,~/. (:rystat _' ite "r".`.' • ~ Pa • >~~ _ _ _ _~__ _ -- n~5 -~_~ - _ _ ~'f ~ ~` .~ 730 '`.~., ~ •'.~ 4'. ~ moo. 5~ • - --- - ',1 F' ~ ~ ' 1; ~. ~ -- ~ ~`.~, f '~ ,% ~ °~,.~ ~~ + ~ .'~ . 'rte Wit` r t--, ~ / J y\ J' ~' f'.y ~_-- ~' •.~'~, /t~ ~'~:. ~~'~`ti..t •' tnc • ie1dS if,NE11 :_ ' 1_- t -- • •;1 '.,` • ` •; . .`.'~ .~ r~ -...:.`\rr. r fir' a.~a/ / F ~ ~ ~ 3•TO ~ ~J _`'~~ y, Yowen • r Aso ,ti, 'r ~ ~ '~ ` _. ; ••: • la; - ptn~euci Pield ,-may- / ~ ~` 1. '`a ~ ~ ` ". /~ ~ S- olf Course `-r'L ~~ , ,~ ; y rrP ~~ . •,. . _ •, eyg ' _ f i~ Jo ¢ • ` 1 • ~. ~-~_'-~"~ , . - ,~ _ ~ -fir o S (berg Q i ~ }{entie ~~• ~. ~..,. ~ . ~'~. • tt i rr r '~~~: .' - V K 37$~ 2 \ ~ . GRtNOE. 3s° P _ ~. `c~ I Jc'~;f~ ~. • ~. y ~ + ~ f~ ~.,~ ~ ° r-'1 ~ ~4~0 ! _ ~ ," ~i-" '_~ %/~ ' ` ~11`, hlecic P;ehB .J ~- ~,,;~_-~~~ A1. p ,~ _. `~-_ ~ _ ~• INNO~y ~NG• ~~~ ~~;iu~45 , ~° •_=~ ~~U~TIN~t r-, u u ~1 U r1 U r~ LJ n U ~~ u U r1 U l~ ~1 LJ rl U n U ~~ U !-l l~ l-~ 1 l_ l~ U 1 I~ 191 O S_... I I~ 1 I 1 I ~ I F 1 4 1 I~ I k I 1 1 I ~1 F B I i I ?' J 1 I .F 4 I I I ~ 1 I I 1 i F ?i 1. .:F ' ..~ I .. I t°• ~ °; . I I I `346J I 345 ~ ~k ' I 1 1 I I I 1 I t "F [ I ~ f I ~ . I ~ _ 1 1 I { IF _ _ 1 1 - I I 1 ~ `F } I 1 1 1 I I I I 'F "F 1. ~ -. I - .. I 346 I I 1 I 1 1 I 1 I ~ I t ~F F ! it cl I .- _ 1 ?e I F I ~ F lw~/~ 1V/ 1 1 Q i~ 'F =~ ~ F I I \~'. J I ~ S ~- I~~-~-x-346 "sY' .Y~'i':a~~ - J t I -. -......_ _ - - - - ; -. t .... _. ~ I a = ' I I 1 ; !. ~ ~ 'i . I. 346 ,SaO _ _ $ r I _ ~ ~- - /j 3a8 ~ - ~ ~ 1349 I 1 I . ~ 31 _ ` ~ - -- \\ 1 - ~ _ '` F ~i€ I CC I ~ 't F ~F !/ I _ 0 I i ~ ~ ~ '1 '1 `F : . I I ~: c ~ I o _ ~ 1 I I I F l F r F ~ I w I I ~ V ~ ~ I ~' ~ i i I F ~~ t t i I 349 I J4~ 69 I '~ 3 I .T • 1 Y I B 3 I ~ ' 1 1 1 I F i 1 i ~ 1 - - - Skl«INGS ~ CONNO~Ly ~NC. TITLE ~®~~~~tl®~ ~~~~ ~ ® CONSULTING ENGINEERS ®~~~~~~ ~~~ ~~ n ~1 n ~J r-, r-, U r~ U r-, r--, r--, r-, ,--, r-, r--, U n U n U r~ U rl U r-1 U n U n U APPENDIX B Calculations & Computer Modeling Facility Sizing Waterworks Computer Modeling Facility Summary SKILLINGS-CONNOLLY, INC. Consulting Engineers City of Yelm, Cochrane Park Storm Drainage Analysis & Report n U n L-1 n U n U n u n u r--, U ~t L_1 U f 1 U ~1 l~ rl LJ ~1 U n LJ n U r1 L-J n U n U n LJ --., ~. ~ ~'~ ~=,. roc ;~__~ IJ~~;-~-- Project Name: G c ~,~ ~"~ (~~"~' '" Skillings -Connolly Inc. r~ ~-- _ CONSU~TINCi ENCIINEERS Project No.: ~ ~~~ ~ J ~~ +J `~ ` V~ f P.O. Rox 5080 ~~ I ~ I /~ `D B '/ ~ ~ ~~~ l t Lacey, Wn 98 5 09-5 080 Date: y~ 3 60/491.3 3 9 9 ~~ rev z~.ninol sass Sheet: ~ r~ f ~,~ /(./'~~~ Paae Of v _G.; ~--I ~ctC1 Lt,rGL(,~ GLV~-~j ~~Y'~lnG~. ~i c~-?~-.ra_ ! 1!; . u~ ~~r~.,`~S --- .e,-~, r', a~? ~,~ pF r-, v n lJ n l__.~ r--, U l~ r-, r-, r-, U r-I LJ n U ~1 U r, U rl lJ r-, r--, r-, n S~(1«INC~S ~ CONNO~~y INC. CONSUITINfI ENC{INEERS ~.o. sir Soso LacEy, Wa 98509-5080 3 60/49 I.3 3 9 9 FAX 360/491.3857 \ ~ J~ ~ Project Name: ~ ~1''~ ~ 7 ~~YY1 / (~~ ~=~'`.r_v~•.+..~_ r'G `c' Project No.: ~ ~~~`' ~ SU~~ ~ '-~ Date: ~ ~~L~ ~~ By: 11, I~o ~ j..~ Sheet: Page of (~ IU FI LT(z~kT~O?~-~ rt~~/'~''; i~- ~ ~t~` ~~ (zt~'N CF (-~ ~r.fc., Di,~~ s ~ .~... 1.(05 c+'-5 r ~ % i C- tJ .~': ~ "~~C ; t~. T...i ~ UL/i~ ~F 1(_TF t~- 5 ~ ~=~~ ~ ? `~/~ ~ ~, ~ j- (u ~ o' w r n ~ tt ~ ~- ~ u-,vc--T-r-~ ~~ ~ C~~ L~~UL>C;-~-~ ~r2~~- ~; ~ r r~ ~ ~ F~aZ ~.~-Try-~pC Ugh rL, I ~ ~'w "' r ~~ lo;< ~O - GjODSr ,A - ~~'D. ~~ ~ 1 L ' ~ ~~0 :~ C-~t55 LI~IT~ J~-'i~-lam .: ' f, I , SI ~-- ~,:; , ~, , I .~~~ ~~ u n u n U n u n n u u r--, 'U r-, u n n u r-, r--, u n u r--, u r--, v r, U n u n v INFILTRATION RATES Spanaway soils hydrologic group B 15 in/hr was used as a conservative infiltration rate FIRE STATION RETENTION BASIN Q=fiA =infiltration rate Where: f =infiltration rate = 15 in/hr = 3.47 x 10~ ft/s i =hydraulic gradient (h +L)/L h =height of water L =top surface to water table (use 3 ft) A =surface area at water height Infiltration Rates Basin Elevation h I A (s (c s) Fire Station 340.0 0 - 675 0 341.0 1.0 1.33 1750 0.81 342.0 2 1.66 2825 1.64 343.0 3 2.00 3900 2.71 R:\PROJECT\ 1997\97086\SUPP#5\INFILTRA. DOC n l..U n u r~ tJ n v n LJ ~--, u r--~ U n u r--~ U n U r-, U n U r~ U ~l U n tJ 10/12/98 2:30:39 pm Skillings Connolly, Inc page 1 COCHRANE PARK 97086 BASIN SUMMARY BASIN ID: B-1-100 NAME: COCHRANE PARK SBUH METHODOLOGY TOTAL AREA.......: 0.75 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 6.15 inches AREA..: 0.41 Acres 0.34 Acres TIME INTERVAL....: 10.00 min CN....: 78.00 98.00 TC....: 25.22 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2. 80 s:0.0200 impTcReach - Sheet L: 80.00 ns:0.0110 p2yr: 2.80 s:0.0200 PEAK RATE: 0.70 cfs VOL: 0.29 Ac-ft TIME: 480 min BASIN ID: B-1-2YR NAME: COCHRANE PARK SBUH METHODOLOGY TOTAL AREA.......: 0.75 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 2.80 inches AREA..: 0.41 Acres 0.34 Acres TIME INTERVAL....: 10.00 min CN....: 78.00 98.00 TC....: 25.22 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2. 80 s:0.0200 impTcReach - Sheet L: 80.00 ns:0.0110 p2yr: 2.80 s:0.0200 PEAK RATE: 0.25 cfs VOL: 0.11 Ac-ft TIME: 480 min BASIN ID: B-1-6M0 NAME: COCHRANE PARK SBUH METHODOLOGY TOTAL AREA.......: 0.75 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 1.79 inches AREA..: 0.41 Acres 0.34 Acres TIME INTERVAL....: 10.00 min CN.... 78.00 98.00 TC..... 25.22 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2. 80 s:0.0200 impTcReach - Sheet L: 80.00 ns:0.0110 p2yr: 2.80 s:0.0200 PEAK RATE: 0.13 cfs VOL: 0.06 Ac-ft TIME: 480 min n u ,~ 10/12/98 2:30:39 pm Skillings Connolly, Inc page 2 r-, COCHRANE PARK ~J 97086 n BASIN SUMMARY u BASIN ID: B-2-100 NAME: COCHRANE PARK r~ SBUH METHODOLOGY ~ TOTAL AREA.......: 0.29 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP `-' PRECIPITATION....: 6.15 inches AREA..: 0.10 Acres 0.19 Acres ~j TIME INTERVAL....: 10.00 min CN....: 7 8.00 98.00 TC....: 5.00 min 5.00 min n ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.8 0 s:0.0200 U impTcReach - Sheet L: 80.00 ns:0.0110 p2yr: 2.80 s:0.0200 PEAK RATE: 0.33 cfs VOL: 0.12 Ac-ft TIME: 480 min n U BASIN ID: B-2-2YR NAME: COCHRANE PARK SBUH METHODOLOGY ~ TOTAL AREA.......: 0.29 Acres BASEFLOWS: 0.00 cfs U RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 2.80 inches AREA..: 0.10 Acres 0.19 Acres r-, TIME INTERVAL....: 10.00 min CN....: 7 8.00 98.00 TC....: 5.00 min 5.00 min `J ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.8 0 s:0.0200 ~' impTcReach - Sheet L: 80.00 ns:0.0110 p2yr: 2.80 s:0.0200 u PEAK RATE: 0.13 cfs VOL: 0.05 Ac-ft TIME: 480 min r-~ BASIN ID: B-2-6M0 NAME: COCHRANE PARK SBUH METHODOLOGY u TOTAL AREA.......: 0.29 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP ,~ PRECIPITATION....: 1.79 inches AREA..: 0.10 Acres 0.19 Acres ~--~ TIME INTERVAL....: 10.00 min CN....: 78.00 98.00 TC....: 5.00 min 5.00 min ~ ABSTRACTION COEFF: 0.20 U TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.80 s:0.0200 impTcReach - Sheet L: 80.00 ns:0.0110 p2yr: 2.80 s:0.0200 ,--, PEAK RATE: 0.07 cfs VOL: 0.03 Ac-ft TIME: 480 min u n U n U n U U n u ~~ ,~ r-~ ~J u n U n U U U r~ ~J U n U r--~ U n U n l~ L-1 ~1 L-1 U n U n U ~t U 11/24/98 2:39:33 pm Skillings Connolly, Inc page 1 COCHRANE PARK 97086 BASIN RESULT SUMMARY BASIN -----VOLUME-- -- -RATE- --TIME ----- Hydrograph Area ID ---cf-- Ac- ft --cfs- -min- hours Methodology Acres B 1-100 12820 0. 29 0. 70 480 8. 00 SBUH Method 0. 75 B- 1-2YR 4642 0. 11 0. 25 480 8. 00 SBUH Method 0. 75 B- 1-6M0 2486 0. 06 0. 13 480 8. 00 SBUH Method 0. 75 8- 2-100 5425 0. 12 0. 33 480 8. 00 SBUH Method 0. 29 B- 2-2YR 2131 0. 05 0. 13 480 8. 00 SBUH Method 0. 29 B- 2-6M0 1215 0. 03 0. 07 480 8. 00 SBUH Method 0. 29 r-, u 11/24/98 2:39:33 pm S}cillings Connolly, Inc page 2 '~ COCHRANE PARK u 97086 ,-, HYDROGRAPH SUMMARY u n u PEAK TIME VOLUME HYD RUNOFF OF OF Contrib '~ NtJM RATE PEAK HYDRO Area cfs min. cf\AcF t Acres u 1 202 0 480 3701 cf 1.04 ~, 2 . 0.375 480 6773 cf 1.04 `J 3 1.030 480 18245 cf 1.04 11 0.157 500 3701 cf 1.04 ~' 12 0.291 500 6773 cf 1.04 u 13 0.806 500 18245 cf 1.04 u u r-, u u r-, u r--, u n u u r-, u r--, u r-, u r-, u r--, u u U n u r--, U I-1 U n U n U r-t U ~1 U r-~ U f 1 U n U rl U !~ U r~ U r~ U n U ~1 u 11/24/98 2:39:33 pm Skillings Connolly, Inc page 3 COCHRANE PARK 97086 STAGE STORAGE TABLE CUSTOM STORAGE ID No. S1 Description: STORAGE STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE- ---> STAGE <- ---STORAGE --> (ft) ---cf--- -AC -Ft- (f t) ---cf--- - -AC -Ft- (ft) -- -cf--- - -Ac -Ft- (f t) -- -cf--- - -AC-Ft- 340. 00 0.0000 0. 0000 341. 30 1899 0. 0436 342. 60 5518 0. 1267 343. 90 10373 0.2381 340. 10 121.25 0. 0028 341. 40 2128 0. 0488 342. 70 5854 0. 1344 344. 00 10763 0.2471 340. 20 242.50 0. 0056 341. 50 2356 0. 0541 342. 80 6190 0. 1421 344. 10 11153 0.2560 340. 30 363.75 0. 0084 341. 60 2585 0. 0593 342. 90 6526 0. 1498 344. 20 11543 0.2650 340. 40 485.00 0. 0111 341. 70 2814 0. 0646 343. 00 6863 0. 1575 344. 30 11933 0.2739 340. 50 606.25 0. 0139 341. 80 3043 0. 0698 343. 10 7253 0. 1665 344. 40 12323 0.2829 340. 60 727.50 0. 0167 341. 90 3271 0. 0751 343. 20 7643 0. 1754 344. 50 12713 0.2918 340 .70 848.75 0. 0195 342. 00 3500 0. 0803 343 .30 8033 0. 1844 344. 60 13103 0.3008 340 .80 970.00 0. 0223 342. 10 3836 0. 0881 343 .40 8423 0. 1934 344. 70 13493 0.3097 340 .90 1091 0. 0251 342. 20 4173 0. 0958 343 .50 8813 0. 2023 344. 80 13883 0.3187 341 .00 1213 0. 0278 342. 30 4509 0. 1035 343 .60 9203 0. 2113 344. 90 14273 0.3277 341 .10 1441 0. 0331 342. 40 4845 0. 1112 343 .70 9593 0. 2202 345. 00 14662 0.3366 341 .20 1670 0. 0383 342. 50 5181 0. 1189 343 .80 9983 0. 2292 r-, u n U ~J n u r--, U n LJ ~1 u ~1 U (-1 U ~1 U ~1 LJ f-1 lJ ('-l U n U n U n U r--~ U U r1 U 11/24/98 2:39:34 pm Skillings Connolly, Inc page 4 COCHRANE PARK 97086 STAGE DISCHARGE TABLE DISCHARGE LIST ID No. Dl Description: INFILTRATION STAGE <--DISCHARGE---> STAGE < DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (f t) ---cfs ------- (ft) -- -cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs-- ------- 340. 00 0.0000 341.10 0.8930 342.20 1.8540 343.30 2.7970 340. 10 0.0810 341.20 0.9760 342.30 1.9610 343.40 2.8260 340. 20 0.1620 341.30 1.0590 342.40 2.0680 343.50 2.8550 340. 30 0.2430 341.40 1.1420 342.50 2.1750 343.60 2.8840 340. 40 0.3240 341.50 1.2250 342.60 2.2820 343.70 2.9130 340. 50 0.4050 341.60 1.3080 342.70 2.3890 343.80 2.9420 340. 60 0.4860 341.70 1.3910 342.80 2.4960 343.90 2.9710 340. 70 0.5670 341.80 1.4740 342.90 2.6030 344.00 3.0000 340. 80 0.6480 341.90 1.5570 343.00 2.7100 340. 90 0.7290 342.00 1.6400 343.10 2.7390 341. 00 0.8100 342.10 1.7470 343.20 2.7680 n u 11/24/98 2:39:37 pm Skillings Connolly, Inc page 5 r-, COCHRANE PARK ~ 97086 LEVEL POOL TABLE SUMMARY n u MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE <--------DESCRIPTION--- - > (cfs) (cfs) --id --id- <-STAGE> id (cfs) VOL (cf) lJ =------- -________________--- -------_ _----- --___------______----________________ BI-6 MO STORM EV ............. 0.00 0.20 S1 D1 340.19 11 0.16 234.59 cf ~1 B1-2 YR STORM EVENT .......... 0.00 0.38 S1 D1 340.36 12 0.29 435.06 cf U B1-100 YR STORM EVE .......... 0.00 1.03 S1 D1 340.99 13 0.81 1205.91 cf B2-6 MO ...................... 0.00 0.20 S1 D1 340.19 11 0.16 234.59 cf n B2-2 YR ...................... 0.00 0.38 S1 D1 340.36 12 0.29 435.06 cf B2-100 YR .................... 0.00 1.03 S1 D1 340.99 13 0.81 1205.91 cf lJ ~1 U n U n U r-~ U n U n ~1 n U r-1 U n U n U n u n U ~1 u n u n U r-, r-, r-, ,--, r-, r-, ,---, r-, r-, r--, n u APPENDIX C Supporting Documentation Soils Data SCS and Thurston County SBUH Input Data SKILLINGS-CONNOLLY, INC. Consulting Engineers City of Yelm, Cochrane Park Storm Drainage Analysis & Report :fir `~'.~z U N o hwrd P~ ~ ~ ~j'S Sail Surv ~ TABLE .--ENGINEERING INDEX PROPERTIES--Continued i I classirication ;crag- ; rercentage passing ; ;-- Soil name and ;Depth; USDA,,texture ; , ;ments ; sieve number-- ;Liquid ; p n map symbol i i i Unified , AASi~TO ~ > 3 , , , , ~ limit ~ t ~ i i ilnchesi 4 , 10 i 40 i 200 i U , In „ , , , PCt , , , , , PCt , - ~, , , , , , , I , ~IIO, I11---------; Or15~Gravelly sandy ~GM,.SM ~A-1, A-2 ~ 0-5 X55-85 X50-75 X30-50 X15-25 + 35-50 ; N ~SpaIIdWay ~ i loam. , ~~ i i I i i i , ,IS-20;Very gravelly ;GM \ ;A-1, A-2 ; 0-10 ;35-55 ,25 -50 ;15-45 ;10-35 ; 35-50 ; N loam, very ; ; ; ; i ~ i i ; ~ , gravelly Sandy , i i i i i i i ~ , rl i i loam, extremely i i i i i i i ~ , gravelly sandy ~ i i i 1J , , , , loam. , , , I , , , , , , , , , , , 20-60;Extremely ;GP, G'~T A-1 ;10-25 ;25-35 ;20-30 ;10-ZO ~ 0-5 --- ~ ~ gravelly sand, n i extremely U , , gravelly loamy i i i ,. sand. ` , , I , , , , , , , , I , , , , , , X I 112, I13----= ; 0-16;Stony sandy loam ;SM ;A-2 ; 5-20 ;70-90 ;60-80 ;40-50 ;25-35 ; 35-50 I Spanaway ;16-22;Very gravelly ;GM ;A-1, A-2 ; 0-10 ;35-55 ;25-50 ;20-40 ;10-30 ; 35-50 U ~ ~ loam, very ~ ~ ~ ~ ~ ~ ~ ~ gravelly sandy ; r--i ; ; loam, extremely ; i ~ ~ i i i ~ gravelly sandy U loam. ~ ~ , I I , , , , I , , I , I 22-60;Extremely ;GP, GW ;A-1 ;10-25 ;25-35 ;20-30 ;10-20 ; 0-5 , --- gravelly s , ; ; ; i i i i ; I , graves loamy , I , , I I I I n 114*: , , Spanaway--------; 0-ISiGravelly sandy , ;GM, SM I ;A-1, A-2 , ; 0-5 , ;55-85 I ;50-75 , ;30-5b- , , ;15-25 ; 35-50 U ' i loam. 1 I I , I I I 1 ;15-20•;Very gravelly ;GM ;A-1, A-2 ; 0-10 ;35-55 ;25-50 ;I5-45 ;10-35 ; 35-50 , Loam, very I , , , I , , , I , I , , I , , ~ ; ; gravelly sandy loam, extremely U ~ i gravelly sandy i r i i loam. ' , ' ~ , , I ;20-60;Extremely ;GP, G'rT ;A-1 ;IO-25 ;Z5-35 ;20-30 ;10-20 ; 0-5 ; --- r~ gravelly sand, U , , extremely ~ , gravelly loamy i i i i i i i r ~ sand. ~ , , ' , ' ' , n I , , , I I I , t I Nisqually°-----; 0-5 ;Loamy fine sand ;SM ;A-2 ; 0 ; 100 ; 100 ;50-80 ;15-30 ; --- U ; 5-31;Loamy sand, loamy;SM ;A-2 ; 0 ; 100 ; 100 ;60-80 ;20-30 ; --- £ine sand. ;31-60~Loamy fine sand, ;SP-SM, SM ;A-3, A-2 ; 0 ; 100 ; 100 ;b5-75 ; 5-20 ; --- r~ loamy sand, , , , , , , , , U sand. , , , , I I I I I , , , I , I I , , 115------------ -; 0-7 ;Silt loam--------;ML ;A-4 ; 0 ; 100 ; 100 ;80-90 ;70-80 ; 20-30 ~ Sultan ; 7-60;Silt loam, sit ~ ;CL-ML, CL ;A-4, A-6 ; 0 ; 100 ; 100 ;95-100;80-90 ; 25-35 clay loam. U , I , , , , I , _ I I I , , I I I , I I I 116--------------; 0-7 ;Silt loam------ ;ML, OL ;A-4 ; 0 ; 100 ; I00 ;90-i00 i70-90 ; 30-40 Tacoma ; 7-50;Si1t loam, ve:^y ;ML ;A-4 ; 0 ; 100 ; 100 ;95-100 ;85-95 ; 25-35 n I I , fine sandy loam., I , I , , I , , , , , , 50-50;Silt loam, silty ;CL ;A-5, A-7 ; 0 ; 100 ; 100 ;95-100 ;90-100; 30-50 U I , clay loam, Clay. I , I , I , , I , , , , , I , , I , , I , , , , , , n See footnote at end of table. U N N N N N N N 1 26 i ?; :.~ t ':: O z J r"1 l _1 n u r-~ u r-, U r--, U r-, r--, u Table 3: INFII.TRATION RATES AND AVAILABLE WATER CAPACITIES Horizon Depth (in-) Soil Texture Infiltration Rate** (in/hr) Available H2O Capacity** (in. water~in. soil) High School Site - ~panawav Soil Series Alp 0-7 sandy loam ~ Z-b 0.11-0.13 A2 7-17 ~ sandy loam 2-6 0.11-0.13 AB 17-26 gr. coarse loamy sand 6-20 0.09-0.IZ BwI 26-38 co. loamy sand 6-20 0.03-0.OS Bw2 38-46 vgr, k, coarse loamy sand >20 0.03-0.OS Cl 46-b6 gr, vk, coarse sand >20 0.03-0.OS C2 66+ ~ coarse sand >20 0.03-0.05 ~ City Park Site - St)anawaV So il Series Alp 0-14 ~ loam* 2-6 0.11-0.13 ~ AZ 14-22 gr loamy sand* 6-20 0.09-0.12 ,-~ Bw ZZ-57 vgr sand* >20 0.03-0.05 C 57+ ~ coarse sand* >20 0.03-0.05 U n ~ocharan Pack Site - Soanawav Soil Series Alp 0-11 ~ sandy loam* 2-6 0.11-O.I3 AZ 11-24 , k loamy sand* 6-20 0.09-0.IZ ~ Bw 24-45 vim, k. sand* >20 0.03-0.05 C 45-73+ vim, k, coarse sand* >20 0.03-0.05 u ~ Gorman Site - Spanawav Soil Series AI 0-12 ~ sandy loam Z-6 0.11-0.13 U A2 - 12-17 ~ loamy sand 6-20 0.09-0.12 Bw 17-37 ~ loamy sand 6-20 0.03-0.05 C 37+ vim, k. coarse sand >20 0.03-0.05 u Counrv Park Site - Sganawav Soil Series ,~ Ap 0-13 b sandy Ioam 2-b 0.11-0.13 ~ A2 13-23 a sandy loam 6-20 0.09-0.12 Bwl 23-26 or loamy sand 6-20 0.03-0.05 r, Bw2 26-54 v~-, k, coarse sand >20 0.03-0.05 `-~ C S4+ e~ sand >20 0.03-0.05 n Draught's Dairv Site -Indianola Soil Series ~-' Ap 0-6 fine sandy loam* 2-b 0.08-0.13 Bw 6-23 fine loamy sand* 6-20 0.05-0.10 r--, BC 23-=17 v.fine loamy sand* 6-20 0.05-0.10 u C 47+ fine sand` >20 0.05-0.10 ,-, u ,-, v v n u n u n U ~, r-, r-, r-, r-, r-, r-, r-, r--, r-, u r, u ~-, APPENDIX D Maintenance Schedule SKILLINGS-CONNOLLY, INC. Consulting Engineers City of Yelm, Cochrane Park Storm Drainage Analysis ~ Report rl r~ U U n U ~i U r--, u r-, r-, u u r-, n U r-, U r-, r-, ~, - ;f~ ~'~ i~•„' I~~ t'~ ~ .:i \~=' '1 i >~ T ~ I t Name: P j _. . ~ t 1; Y` SICI«INf~S ~ CONNO~~y INC. CONSU~TINf~ ENf~INEERS ec ro ~ s~r;,7~• : ' ~ ~~- Project No !~,~ ~,-, e^, g;""• ~~-~ "°~ ~ -~ P.o. B~,r Soso . Date: ~ ~ ~ ~~? By: '1 ~ j1.,~' ~'.~' ~ L~~:ry, Wa 48509.508() 360/491.3399 Sheet: Page of FAX 360/491-3857 120 /f Tj L{~' ~~ `j ~.~p;~ a ; ~;';~= ~~ .~. ~ ~~~ e~-3~ ~ l ;LI ~i ,. .~ ~ n ,- ~.~ ~~ ~.. ~ ~ ~~ ~ '• . i , ~ J C., 1 C r , / ,. .~ t -7- -. ~-, .~ 2 ' ;( j ` ' rI ~~ , '~ 2~ ~/ ~n ~~ ~ ~ O i ~I -~Y6i' O I n I ~ ~ ~ ~ .. ~ JJ 1, iSf ~ I __, , I + ~,~ I .' . , ~ J r~'J . I I' ,' 3~' ~ I I; - ~l I + 1 I' I I / ' h ~ ~ T ~ I t I/ 1 I i; /~ I I,~ /I{ 1 ~' "` ~ ~ 1 t ~ S,- I (~ I J -- ... -' ' y ._ ____ ~ 1' ~ 1 - + ~e ~~~~ -- - I / .t",.. 1 I~ 3•J~ ., ,. ~, r it 1 ~~, + + ( ~e ,J 1 I I A ~ I ~ 1 + J, k,'~•SB I S . 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S _ I {JW _ ~ < raWaZO_j3tJ 2 2W ~ V mZZ VI Z 3 'r . \ - O 3 yF ~ Om W O Vl 3 ~L~B .O .N" '. ,. ._ ._ ... .. .._ Z ~~~Vi~~~ •~~Z<~ ~~Z O~Z, Vl~ WZ3 v W a '----------------------------------~------------ '..-~ ---------------- `------------------ ~ ..:. ~ ._:_..._ J 7y1Z UWUa ~pm ~r~<~ ~~F Om$ m<F F ~ ~ _______________ U~ O <W u ____________________ ~ y'T1WF~ Z UFO UU KOU ~ a ~ m a o~<a~ <<~` In I~ w ~r - - - --------- - -3 _S Qd~~ ll~w W ~~ya~~iy~y,,O~~Zp~OZm~ m~4~ty, aOw gj~mp~Z ~g< ~ ~ V '. N 17 f IA {Q 1~ W ii O C~ O '~_J ~.~ U ~___;N L^.J U l_____J L___J ~J~3~--__) L_Jd~ ~_J ~~~1__..J L__..J L__.J L_J [~-- '> It- eT~ etI1AC ~ &- allNl!eII "WIt ~ -- ca.IIoIlI' II!..U~___ . I I ... tc:ItI<IIICNOc: ....- "" ~" --.L :a- Dl ..4I1cllUlOClD I"Iic ...~ " i----N.41\1tAUZ1!D~ AIeA~ l~ . . ,. .. /t . 0<' , \ \ \ " [ -- ... ftK':~ 6T.~ &-~ o DETAILED LANDeCAPE PLANT MATERIAL LIST (FOIUI-EET&CP-L1 H:~"-L2) I aTY. I 60T ANIGAL N-'ME I ca1MON NAME I !;IZE 4 5PACINGI I '!l IACERC;INNAl. E IV," GAL 6'-" 14T. MIN. 646 ACER FALHATUM '051-110 eENl' '05flIO eENl'!<EO JAPN4E5E MAPLE IV," GAL 6'-" 14T. MIN. 646 ACER R.ATINOIDES NOI<I1l4Y MAF1..E ,RILl 6RANCl-IED 1'.." CAL 12',14' 14T. MIN. 6461 ACER 1'lJBFiU1 'OCTOBER GLORY"' 'OCTOBER GLORY' !'<ED MAFLE 2" CA 12'-\4' 14T. MIN. 646 AE5CUl.US ~IFFOCASTAN..t1 flOR5ECHES1NJT ~"CAL 12',14' 1-lT. MIN. 646.J CEf<CIS OCCIDENTAL IS UESTEf'N RED6UD , GAL. CONT. -CLiJ'1F CRATAEGU5 CRU5'GALLI 'INEFilHIS' ~55 coc:l<5RJR ~AIlITHC>I'l< Iv," GAL 6'," ~T. MIN. 646 LIQUIDAME\AR STYRACIFLUA AMERICAN 5WEET GUM 2" GAL. 12'-\4' 14T. MIN. 646 FINUS 5YLYESTRl5 5COTC~ FINE 6'-" 14T. MIN. 646 FOFULU5 TREMULOIDES QUAKING A5FEN Iv," GAL. 6 ,,' ~T. MIN. 646 F1'l.NJ5 SERI<Ul.A 'AKEeoNO' 'AKEeoNO' FLOJERlNC. CI-ERRY p.." CAL 1//)',12' 1-lT. MIN. 6461 F5EUD0T5U:;,A MENZIE511 DOUc;LAS FIR 6'," 14T. MIN. 646 QUERCUS R1JI3RA !'<ED OAK P.." CAL. 12',14' 1-lT' MIN. 646.J ~ ~INA ST~ 5l.MAC ~ GAL. CONT. SALIX 6AElYLONICA UEEFING WILLOW 2" GAL. 12'-\4' ~T. MIN. 646 iT QllWl6 QllWl6 LLY n LOCo4T1CiN&) "~~T 3- 'AII8ClNO' aEMr __ftK"'ANPA'6'MAm'r~r. . ...~~TA ____ 5- 'OeWIO !!EM" I'lED _ . JNDNEIE I"W"Le - LANPeCN'I! ~ -eEl! eHEET CI"-L-4 ,- SlOIIlI! .A.tlII"I!It &- I&o\-.e&. Y BReOO 3- 'I5LIII! eT/IR .lJoIPI!IIl NORTH "''e'IEIJ.A D' ow:J' DAYUL Y (4 LOCJ .. A/'tR I1AI"U! ICIOeI( -eel! eHEET CI"-L& o 1 D' 'lJf SCAlE: 1-=10'--0- o ~I ~ gl a OCi !;! <J) Q} i ~ PLANT MATERIAL LIST (CONTINUED) I GlTY. I eoTANICAL NAME I ca1MON NAME I SIZE 4 SFACING I k/) I-I05T R. .661NE r I-I05T A CON . . 2>" ' oc. 30 HYFERlClJM GAL YCIN..N 5T. JOI.lN'S lU:lR1" 4" FOTS . )8" oc. , JUNIFEf'US eot.FERTA ~ .u.lIFER !; c;AL CONT..~' oc. 11 .A.NlA:RJ5 5GIUAl1ATA 'eUJE STAR 'eL.UE STAR' .u.lIFER 2 c;AL CONT. . 3' oc. ~ MI5CANTI-I.I5 51NE10151S CHINESE SILVER c;RA5S 2 GAL. CONT. . 3\'<" oc. ~4 MI5CAN1HJ5 SINENSIS 'ZEeRNJ5' ZEeRA GRA55 1 GAL CONT. . 4' oc. ~ NANDINA DOMESTlCA I-EAVENL Y E\AMElOO !; c;AL CONT. . 4' o.c. , NT1'1FAEA 'FAElIOLA' IUA TER LILY 1 GAL. CO<lT. I 8 COI'itER FOT I//) F'E1t115ElII1 ALOF'EOJil::)IDES w.MElN DWAFif' I'CU-lT AIN GRA55 I GAL. CONT. . 2\.<.' OC. II FICEA AElIES 'NIDIFOf;MIS' 611<O'S NEST 5FI<1JCl: 12"-I!;" MIN. CONT.. 3' OC. '!l A4ILADELPHU5 YlR::2INALIS 5U.EET MOCK ORANGE 3 GAL CONT.. 3V;' OC. 4 f'f'<LIolU5 LAIJROCERA5U5 ENGLI514 LAlJF<EL !; GAl CONT..~' OC. '!l2 I<\JeU5 CAL TCINIODES Cl'ilEEFINC. eERRY 4" FOTS 0 )8" OC. 3 SAMeUCU5 CAERULEA 6LUE ELDERl3El'<RY 5 GAL. CONT. . 8' OC. 5 VI6lJl<NlI1 OFULUS 'NAN.N' DIlWOf' EUI<OPEAN CRAN8EI'RT ~ 3 GAL. CONT. . 3' OC. 8!:> VINCA MINOR DUJAf;!' FERIUIINKLE 4" FOTS . )8" OC. 1n5 - NATIVE MIX Q.JAL QUANTITIES a: EAC~ I GAL. CONT.. 3' OC. <GAUL Tl-IERlA 514ALLON '5ALAL oMAl-lONlA NERYOSA 'LON::>LE,<\F MAl-lCNIA 'POL TSTICI-IUM MJNITUM .5llJOI<D FEf'N 'ROSA I"!IJG05A 'RAMANAS R05E 1 ii 3" &" 3' i4 ,. E i0 &"" W 39 &""" o 1<1) lU ~ t- o ~ ~ 3 ~ ~ \:! '" Q} i i ARCT~TAFHTLC55'llYA:lfR5I' ATHYRIUM FELIX FEMINA AZALEA 'ELSIE LEE' AZALEA 'PEARL 6RADFORD' eER::2ENIA COI<OIFOLIA COf'NU5 SERlCEA CORT ADERIA 'FU'1ILA' ERICA '5FRINGIlJOOD FINK' FRA6ARlA CHILOENSI5 'PIN< PANDA GAUL TI-ERlA 514ALLON ~AKONECI-I.OA 'AU!'<EOLA' ~ELICTOTRIOlON 5EMFERY11'lEN5leLUE OAT GRASS __ 15 '5TELLA D'ORQ' '!;TELLA D'ORQ' DATLIL T 65 ,- -g ii ,. 11 i4 ii6 iW 'f.i& 8" i0 i5 1 GAL. CONT. . 30" OC. 1 GAL. CONT. . 2\-,' O.C. 6",)8" MIIol ~T. 646 12"15" Mlt( I-IT. 646 1 GAL. CONT. 0 2' OC. I GAL. CONT. . 5' OC. 5 GAL. CONT. . 6' OC. I GAL CONT. . 2",' OC. 4' FOTS . 12" OC. I GAL CONT. . 3' O.C, 1 GAL CONT. . 2' OC. 1 GAL CONT. . 2' OC. 1 GAL CONT. . 2' OC. o <J) ~I ~i o.! 1//)9$ 5C1f<F'\J8 MICRiOCA~ 10 425 CAf<EX oeNUPT A 64'!l1Z> 5C1f<F'\J8 LACU5TR1S 530 5PA~IUM ANC.U5TIFOl.IUM 110 JUNCU5 EN5IFOLIU5 180 IRI!; F5UED0C0!'iIJ5 TYPHA MINIMA 5MALL FLOJERED 6UU.1<1J5I-l 5L0UGI-l SEDGE 11JLE NA1'<I'iOW LEAFED ElUR-!'<EED DAGGER-LE,<\F I<1J5I-l YELLOW FL.66 IRI!; CATTAI 'eARI: "ROOT . 12" OC. eARl: F<OOT . 12" OC. 6Af<E F<OOT . )8" oc. 6Af<E F<OOT . )8" OC. 6Af<E F<OOT . )8" OC. I GAL. CONT.. 2,,",' OC. IZCJt1E . )8" OC. o o DESIGNED BY NN ,YiN BY NN Site Planning (2)- 81<<: WOOD TREE STAKES (_ 6' HT.) r UUlOt IN BASIN ~ WATER RETENTlON BASIN (IN SHRU8 _ GROONOCO\IER NlEAS 0HlY) FERTl.JZER TABlETS RDICM: BURlAP FROW TOP 2/3 ~ ROOT BAlL BACKf1ll SOIl ..X PlANTING PIT SHALL BE A .... OF 1lIC[ THE ROOlBALL DEPTH COWPACTED MOUND Of BACkA.L SOIl ..X NOTE: REMO'JE TREATED OR SYNl1iETJC BURlAP COUPUlELY. 0IIlI $TAU FIIW. 1 FERTIlIZER T~ Z- -&- DEPlH Pm. IlURlN' IlAQ( FROM TCP HAlT OF ROOT BAlL AfTER PlACING SHRUB II Pl.AH11NG HCl.E (~ COWPlElUV F F1IlERQ.ASS OR 1REA 1m~ SAa<fl.L saL taX LAWN EDGE DETAL HTJ SHRUB PLANTNI DETAL (CClNT.. 8 a B) NTI 2 CQN1HJOUS OUTER ROW aF PLANTS SPACBJ -r C>>I CENl[R NC) SET BACK FROM 1HE PlANTItG BED EDCE 2/J 'Y 2/3Y EDGE OF Pl..AN1JItG BED TAEE PLANTNI AN) ITADIG DETAL HTI ~ ~~-I.~I, m..:;;~ ~ . ~'. ROoT BALL/POT 6AOCFll SOL lOX 1 fERTtUZER TABlET SPEQfIO) PlNH SPAClNG-Y INDMDUAL Pl.AHTS REPRESENTED AS: + GROUNDCOVER PLANTNI DETAL (T a 4 POTS) NT' PLANT SPACING DETAIL SHEET NOTES 3d ,. Refer to detois and mooud specifications fer odditlonCII information. 2. Chemioally kDI md remow from sito 011 exbti"Ig weeds and vegetation not shown 10 remo-. on pions. 3. D1slTl>ute Imporled sandy loam lop'" (~.....t by the ~ ....""Reel) In ..... shown and ot depths Indlcoted far aownIng and bennlng 01 _ ....... and bockflll 01 '01_ woa.(W re<JJired). Dotted linn indicate ,. contour intends. All ~ beds and parimg iaonds !IhdI '""""" lopool. _ Indlcaled on plans ... no~ so !hot fin.... gRIdeo 01 011 shnIb beds ... be r below 1_ of odjoconl ...... and po_~ and Iown ..... ...... be _ _ lopo of odjoconl ...... and _~ 0, F1ne grodo all ....... and ~ _ and low> ........ (_ Nolunlllzed Gl"Oso "'....) _ to planting -- 5. No planl suboUtutIoM ... be pennltled -..,1 _ -'""" of ~ondocope ....""Reel/Own... 8. All pkJnt moterial. ond plant 50c0tJ0n. shall be opprowd by the lan<beope Architect prior to nstolotion. All plants shoD be thorQU9hly lIJOtered Immedkltely ofter- pIaltlng with AkJsko Ash fertllzer ooIullon. 7. Soi omenctnent for soil preporotJon cn::I pfontng boc*fiI shall be 0 $Cf'eenod 1/'r minus nitrified wood reskIud compost equal to: A.. "pacific Gorden Wukh brand compost os OYOiiobM from Pacific Topsoil, Bothe&!. WA (253) 214-9854. B. "Groco. brand compost as awiobIe from Sawdust Supply Co., SeatUe, WA (206) 622-4321, 01'" c...l _em Supply; OIynplo. WA. (360) 754-3722. C. "OI""plc lIuIch" .._ compost os owIobIe "om 1Io"" Enl.."nses. r_oI Way, WA (253) 874-6692. 8. Sol Prepcrotion - (011 kn<beape ereos ~ wet ponds and Maturallzed Gr0S3 Areas). Spread 12 c.y. of specified soil omen<bent p<< 1000 s.1. (opprox. 4" depth) of <reo. Spf"ood 100 Ibs./l000 s.t. of dokmite lime (in !own. only). 150 lbs./l000 s.t. of Acyiculttwal G)9SUm and 15 1bs./l000 s.f. of 16-8-8 commercial fortll:z<< owr soli amendment. Rota-tm all of the oboyc to 0 6--8" depth and grode smooth, compacting os required and remOYing 01 rocks. clods and debris. 9. Lawn areas (seed or sod refer to plons) shoU consist of the following turf types; 60X Turf- 1)1)$ Per-ennlol R)'II!I Gross Varieties 20X Bluegrass 20% Hard Fncue Turf seed and sod sholl be equal to that os 91'"0.., by Country Green Turl Forms; OI)fT1pio. WA. Seed shol be oppUod at 7 Ibs/1000 s.f. and shall Include 10 1bs./1000 s.f. of Nu-lJye 1~-5-10 f<<tUlzer. 10. All trees in town areos shall be planted in a 3' diameter circle of bed mulch. JEFFREY B. GLANDER ASSOCIATES & SkTWNCtS ; CoNNOlly CcHubfNq ENqIreRs CITY OF mil WATER IEUIE PROJECT ~~ .... G ~~ ...:-'- --- --- ........ T1MftII'IOImmGf EfM....EffmL ...- .. - C':J~6 LACEY BL YD. SE. LACEY, W A 98503 360491-3399 FAX 360491-3857 Landscape Architecture o _ 12tIt. Coat SW ~ W.l'" (310):167~ DAn: 11 REWiION Ire. -- CP-U"-10 T .-..; REf(R TO Pt.Nf fOR SPEaF1C BERM a CROMt HTS. ASPHAlT PAI.tNG SU8-8AS[ ....1DlIAl ",,1M SOL ~ OJRB OR ADJM:EHT PA"oOIENT HOlE: GEHERAl COH1RACf(R SHAll. ROf<M: EXCESS ASPHAlT PAVEWENT .AND SUB- BASE WA 1[RIAl DOWN TO NA~ saL.. NTI PA~ ISLAND PLANTER DETAL NTt 3 11. Baddi' mix 'for aU ~ants shan be a btend of existing site sol. coarse sand. and soU amendment specified In No.7. Apply Osmocote 17-7-12. 12 month slow release lertJizer over the surface of 01 pkI1t pita at the folowing rates: T.... 0- 10' HeI1>t AD Shrubs Except 1 Calons: Ground Covers: Trees Under 10' Height 1 Gallon Plants: 1 Cup I/O Cup 2 Cups 1/2 Cup I/O Cup 12. fertilizer tabfets fOf' 01 pklnb ~ be Agrfform (20-1~5) 21 gram Of' 10 gram tablets distributed os fdI00n: All 11'.... 4-21 gram tablets. 011 _ (excepl I 9oIlons): 3-21 9""'" lablel.. 011 I 9oIlons: 1-21 CJn:IIT1 tablet. 01 2-1/.- and 4- pot ground cowrs: 1-10 gram tabfet eoc:h. Set tablets cHrectty next to rootball U All ....... and gn>und ~ beds ... ...,_ a 2" deptll (6 o.y; ..... 1000 ",.) of "Gi'oco" bnlnd compost os a top dressing. 14. Apply 0 ~ p'e-......genl _ 10 oil oIvub and ~ beds oft.. oppI)lng bed mulch. Do not use ~ Of' NorQSOC Brands. 15. AD work shol be performed to the satisfaction of the land8eope Architect/Owner. 16. AD plants shoD be guaranteed fOf' one fuD yet:11 from dote of project acceptance. AI' rep10ced plants sholl be re-guaranteed. AD repkJcemenls sholl be mode within 21 do)S of receMng written notice from the Owner. Contractor shall not be responsibM for pIonts dying due to Owner neglect or vandalism. ofter the mcintenance period. 17 Plont list quantities ore shown few reference only. Controctor is responsble for verifying oa quantities In Ibt wfth octuol plan coli-outs. ond nstalllnq p1antlngs per the Ioncbcope pion. GroundcOWlf' quantities sholl be adjJsted os rec,Jired for field condittons at the .specified spoclrHJ. 1& FlnaI inspection shdI occur at the conclusion of 0 6O-OOy mantenonce period. Wointenonoe period shall commence upon completion of on landscape mtollation octMties and shatf indude the followlnq: A. Wow I<Jwns once per week. B. Remove all weeds over 1. in height. C. Replace dead or unheatthy pIonts. 0_ Insure proper function of n-igotlon s)Stem, E. Insure odequate moistLre is delivered to oU landscape beds including nan-irrigoted oreas. f FertUlze 011 lowns ot conduslon of maintenonce period. 18. Picnic oreos ot feature Pond sholl be crushed rock. (not exposed oggreqate concrete shown on Sheet CP-L!\). 4 19. Refer to Sheet CP-l4 for oddiUonal feature Pond Information. 5 SHEET NO. CONSTRUCTED WETLANDS COCHBANE PAIl( DEl AlED PI..Atn11cIIFORMA noN ICP- 0 o :' I~ 'I I ~ 1 ! I I I I I Oil ~1 I I I I OJ i I i I ~I I ! 011111 ~! 01 II i I ~I O~ !~~~~~ 0 0 U 0 . 0 ., n -r 0 0, 0 d 1I1~ 0 Fe 6''' S- l..................' 06" , T ~,~ .-----",tr STEP STEP S1'€P--STEP STEP - _ SlU' STEP STEP STEJ> SlU" .... STEP STEP .~ - -- .... -, ----------- --------,--___________________________l_--....-_t_..;;.;~--------__~________________~---- . --~-? ..J/ e44.GO "'-'!i '''I, " ~',~:" / ?,,-or. ~ ". 1;P'" f.. ~ ( /J ....: ~t I.) - ....... _ -...... i \. ..: "Ii'/""'"?' '$ \ f ~~ , "', I /--.... '.. , r"'I'k;I.L<'" I W ~ 1 / I / " '. ... ''''W''' ,~J > f. I _-"'':: . I i / - - "I \ ". fT" I}' >> J.... I I . \;' _ ~ _ _ _ ,.,~ ....,,, I / \ ( I . I I " .,,) \ < / \, / /<. I ,_ __/ /-......" \J .~. .~: \_... / ' .. : Ill! J! ~ 17 \ \ '-.. I - , . \ .J> ~,""~....y '\ " ~ ".:;2, ., '/\ . L_ '.... ~""-E.'~"" "./-.... /) I (<' /'( '--^'....... f ~\-::,.., ") . ,~ I \.'1 '- _ /rr-:= ~.-...y", \ <' ,,._ \ ' . ',.>' ::, i ~, ilNDI5~~REAJ . \1 . \ \' " , t ~...... . " ~". .\ 1\ J I 'iI....... \ /-:;::-\.... ,\ I i\< / .... I V~ I " .... I / \ , /' I . ,,_/ . f 'ell 1 ~....... --, I ~ - ......../ \,. , .,.",....-'" ) :1:<, ""'"1 ~l// "\. J ,- /:.-...., ~~ !~ ,.~ r · I . ,,\ / I......., . \ '-........., ' / . 'I ~j ,. '--.; ...._~/ \ \ ' .... \,. '. \ < ~ ....,: '...._.)~ , ,.,. ~ '-.... . / 7 \ l .J I -+.... '-- , ..t. .L~.. ......~. _\... j /' (. I \". '-.. /.1--..... '\ v-....... '" ,'.U:......... oj ~.,' ,,~- \ .i I "I \... . /. " ..... '., '- $, I . . , //\\ 'v -;1--, I/". > ~ '\/ (\ _ / "\A' ;' / '__A. V-;r""-<-/ I ''''~ ii...... J \ \ /( I . 7' , 1..->'... . ~E GRlSlYE l' I' ..... IV ....... / - ..... .-' , I (lJ',lD15TU&eED<. , r"'- '. I "'-.... '-i-.... .' / A~> ';:"A...__y ..........'~ j" '7"' ,,_ " 7" ,. ......_~ I If'" \ ./ '_, ......:::J-^_-'t, . ~...._.>" -" \~-' . . /I /, fl " I L~ , , I I i I ", ~.! l -,,'" 1., I "'J: II /~<\ II I . ~" II \ ,'-.' II' / \'<~..~..-'" :1 ,-- II \. !",l,..~",.~~_S ,_ _"""'- ----=::.-- ------- I ,. ~ ........_~ :if .@-1"" ......1--. .3,i;>~ "f" '" " -." .............. '" w~ I-w---W---,W.,.--,W_.,.............W_ -W.,,-W',,---------..:.:::w.-', .~-""-W---W---W-~'-ltI-W W W............1lL-W-~. -------~~-----------------------------------------------------------------!_-----~~------------------------~~~~~-------------------------------------~~~ ~................ ~oo ,~....~~...,.....,-.....'^"^"""~.-~~~.~.........'^"~,'.... _ ............................... ...~_,-..... . . DESIClNED BY AMY .., BY AMY -.'.., .M 5HEET NOTES 1. Refer to details and project manual for additional informoUon. 2, Areas 10 ,eCeMl wellond p1<J:1ts sholl be supplied with Q 6" depth of ...ported silly loan or mud< soJ to creote 0 fOYOroble substrate for root establishment. J. Refer to sheet CP-l2 for plont quantities, size and spo<:ing information. 4. All container grown plants sholl be planted per details. AU bore root plants sholl be planted in pits ot least twice the depth and width of the root moss. 1 LEGEND /--, ( . \ EXISTING TREE \ I ....-/ ~ CONTOUR/GRADING FE" TURE - - - 348 - - - EXISTING CONTOUR UNE . LARGE BOULDERS 2 WEnAND PLANTlNGS o SMAlL flOWERED BULRUSH o SlOUGH SEDGE o TULE o NARROW LEAFED BUR-REED o DAGGER-lEAF RUSH o YEllOW FLAG IRIS (GROUP OF 9) o DWARF CATTAIL 3 4 ~ NORTH ~----,." JQ" 15" 0 JQ" 8d ----------"'~-::::-.:::~~=::.:_~~---------- -------SC-fiJ.:r:--l-;.;-:w--- EXIST R/W 15 -J.,l)'_ -- ~~ '. .ll:!:.........w-- Landscape Architecture Site Planning & ~ ~ == ~ SklWNCjS - CoNrdLy INC. ___ ........ .- _ CGNsubfrtq ENqINEERS -...... CI Y1L TltANIPOlhA.1un EfM 5016 LACEY BLVD. SE. LACEy..... WElrmL 360491-3399 FAX '>CA.' A 98503 "",,",91-3851 JEFFREY B. ASSOCIATES GLANDER CITY Of mJI WATER REUlE PRO.ECT _ JaIIl c-t .. ~""'8ICleI (:1M) S57-ft'7'1 BY - REWlION BY ..... I ao-.__a VI SHEET NO. CONSTRUCTED WETLANDS COCHRANE PARK POND PLANTING PLAN CP-L3 o 01 o o o 02 o o 03 o o lITE "~VEYENTI -ftiIIER TO . LEII CP-L1 THRU CP-LI FEATUfE POND 5J-IEET NOTse uew .''''v. .. -fOG: ROCkS, SET IN CONe. SURrAC( COA' r flAT ROCK "AlUlf AU. W/ 12- OVERHANG (WIDTH Of WAttR fAU SEMEN [DOC ROCkS TO BE 12--18"). SEE PlAN . a.l'N. REEBOARO r"-'-' ~\ 6- ...., fREEBOM[) <<AlER l(~ to..... 80m. POND Ltl[R POI<<) EDGE AND BASE 'EcnOH o fEA lURE POND NT' tFLOW SECTION WITH POND o fEA lURE POND SCALE. 1'..20'-0 RefOl' to detah ond sp&clfleGtlof'll tor oddltlonal lnformotlon. 2. AU P"QpOlled lJ"od~' Cl'ound reatute Pond Iv~ cre oppI'oxmote and IhoII be opprowd b)' (he landscape Atc.hlted/OM'lef prior to oM "",1"9 costrueUon operoUone. VerHy rodeery eIe'IOtk)n. In field .It" Lond$cope ....dlit.d/O.".~ J. Con troct<ll' sholl c(lnfO'm 10 the owralt de8l9" In1<<tt. which It II not\WaI lootdng ..oter feature. but lhal make od,",slments if field ccnditlon. necessitate. 4, Crushed rodo 'or C)'"GveI perth' and picnk oeos thai be 0 .- minimum depth of '/.- minu. 9'0)' crushed rock os ovoiloble from Lone Star Northwest. Stdocoom. WA (253) 564-1911. 5. landscape Bou4den indicated In 1<*\ orfOS ond klndtcape beds .hoIl be 1 ond 2 man tiled Ql"onite os nvolll1bl. 'rom WorenkOll Rock Center, 'saoquah, WA. Set bauldtr. with one-t"ir'd of tht'ir mau b.to_ 9"ndfo. 6. Roch and Boulders for- roeker5es thGl be from sullable rock CIfld boulders found on-Silt and sholl be os clost '0 sit.. ond locatIOn Indk:oted kI Detailed Landscape Pion. Sheet CP-l2. and .seta's. CloYd BocIolil behind _dls ShoI be 5/8" crullhed rock os a\'Oikble from HoIrO)'d Company. Inc.. t023 Old POtirie Hiqh_ay SE Qlynpio, WA (.360) 49t-26OO. 7. Rock (Ot 'eedinq pond ond streQm boae shotl be composed of the folIo.....nq: 80~ 2" minus washed river rod 2~ 6--8- diom41.. cobbte. Rod. f<< $ef:dinlil shall be from sultcble on-silt sources 8. Pond liner shol be CO mi. Bul)ll liner and shotI be used to 11M 011 pools bllt is nol requred fOt' str~oms. 9. loqpil. in r~ Pond thelf be CI rot-rulstont speoc~ 15'-20' lonq. CIS 0)\0101)1. on-site, .i1h a min. 18" dimeter- trunt:. oJI"Id hayt ot reo"l OM third of trunk mouel let hl~ qt'2de. (s.. delo' thil sh...t) '5(1 ~ 1/3 (T. ........ MASS BD.OW Qt.lO{ NOTt. 'iU>Plf ifIIO IfSUrU, n~ 'lR(n IN lOCAI"ICIrt'$ SHe" 1)N~Pl/oItn:R-.J:ll.n:HA8IrAf. 1o(ftW)" TJIU l(lC.UCNS tint l.AflrC)'SCoV'( .uocTtCT/~It. LOGPI.E DETAL 7 Rockpilel to bl 12" -2.- sized Imoolh, rounded boulder. frarn on "it. SOIM'ce. .ith 0 miniMUm of 20 c10seley 'PQce<t roelll. per pie. Pies to b9 Ioco(ed 01 IndicClted on plan. sheel CP-l1 ond U. 8. All _Otic tholl b., performed to the eaUsfoc:tion of the Ulndscope: A.rchitect/Owner 9. ConlrdctOt ia r"spontlble t<< obtolnlnq 011 permits necessary fOf' elIl _0t1I. All wor" shoJI conform to 1311 locol Gfld StClte coJes ond ordinances. NT' o I IIRGATION DEALI fU~ TO ..-r cp-u 04 D D Qs o o o NOtES: -uS( ttnClN T...F>( rOR AU. nR....om API: CQNN(CtlOHs. -NIPPIL AHO STRUT Ell. OI"'folETERS SHAlL EOUAllf<<.[T SIlt: ON SPRINkUR. GEAR DRIVEN ROTOR RTf DAlE fIE\1SION &~@8 ~ G ~~ .--- ... "".,. ....... ~:":' CIVIL ~l1Ott &MNOfCMEHmL 50 16 LACEY BLVD, $E. LACEY, W A 98503 ~91':nJ9 FAX 360491 3857 IItISH CAAO{ .... .... A(OU~ 1[[ ...,.... """3/'" (OR EO.) BRASS ANI1[ vAl\{: WITH UHKlN. NSIAll AT AU. MAtHUN[ LOW PQlNts TO FAOUTA1E COMPLEtE MAl_UtE. ORAINME. 1/2- DW.4E1tR 51tEL ROO - !(f LENGtH QUICK COUPLER VALVE MANUAL D~ VALVE A.IEMBl.Y NTI RTf BY NN DRAWN BY NN JEFFREY B. GLANDER ASSOCIATES Landscape Architecture Site Planning .atEa<ED BY BY .BG _ ,au. c.vt ... f~":;.,~~ ___......,N POND WAl[R l(~L -SEE PLAH T(RR"CE PONO BOTTON PER PlAN ,...cltO Sl..llJCAADE [OG( ROCkS (CONTINUOUS) CQIoIPACr __ SUSGRAOE il~ >L ONO LINER (SEE EDc[ DETAIL) '" SAND 'OR f1NE tJRAOlNG ,,- WIN, Am eNTRAINED CONC.-- (3000 P.S.I 028 DAYS) OR CUNITt OASE -SEED WI 2'" "'NUS W"'SHED RI'4R ROc)( (SEE NOtt:S) I. 'i StOPE POND BOTTON TOWARDS IN 1 Ak( ("'fIlE APPliCABlE) NTI 'TREAM IECnON o fEA lURE POND NTI ROCK WALL DET AL NT' 2 N01[: AU "RES fO BE INSTAIJ,.[O AS f'[R LOCAl CODES. hO ""-t.JNt:" WE SPUCES AUO'M.D. TAPE AHO 8IJNO..( WlRl:S ['1(RY 20 ([(1. PR<MO( EXPANStON COl.S AT [A01 VAl'tt: - _APPW' wtR[ MOl.N) I/r PIP( 15 JM:s. AlL lHREADm C(H€COOMS SHAU. B( MAD( _TH lU1.CW TN"[. 3 rNSH GA~ A' LP a 80X IN l\}W AND PAVlD WAS (I" SHO- UP .. AU. OTHER AREAS) V.ll~ BOil CO'wtR (~) ~--IRA1CAf'ION ~ma.L.CR - .AU. IIOI,J\I' ..sa EHClOSlJR[ co~ PEDE'TAL ELECTRIC CONTROL VALVE BALL VALVE RTI NTI RTI 4 SCH, 40 PVC 1'[[- kING PO$. 1/2- AUTCNAT1C DRAH VAl'tt:-. 6- PR'OTtcn'tt, p..e 9.,[['w( CRA'<<l C;UMP 2 cu. n DRA'" CRA'on. ...-~- \' .'i I 001 o . "iP <P \' I l:,:o.O.~ ~ J '20 ....L lERH. l.K "fT1NO NOtt.: NSTALL Af LOW POINr(S) OF tACH VAl~ LAtERAl.. UN[ Systtw TO FAOUTATt CQ.A.[lt. ORMoIACL pop-up IPMlKLER AIIEMBL Y NTI DOUBlE CHECK VALVE AUTOMATIC DRAIN VALVE NT' NTI 5 SHEET NO. SkilliNGS ~ CONNOfty INC. CcHubfNq &tqTNlDS CONSTRUCTED WETLANDS COCHRANE PARK DETAL SHEET CP-L4 c::P-OIm ~ ----_.---:- ~-=- '" 0 0 I I it) 0 0 II I ... '4" \I ... \l. \I ... 11 '(:. ... I I ~ 4:- ~ ~ ~ ~ 4: , m f ,/. f ~ 1 1 ~\ ~ / I \ ~ 1 \\ \\ ~ ~'<\~ ~!~~ 6~"'~ ~F'f..~ '*S\\l ~\\~ l ~~~~ el cl~% t \ ~U>~~ ~ i~\~ i~ i\! ~,.~ ~~~ ~\~ ~\\\ g~~\ ~~~~i ~ ii<ag I/"J 'i - '< g,..,...l ..."~ "'E..\!! ~s ~~~ ~\ ~~! ~ i1, i-~ ~~~ ~~~ ~ ..." .~'5 ~\illl .If>i ~ i 't~ ~~t i~"'~ \~g '4 g \:S~ \:Sigh G ~~ \,~ ~% ... a~ ?,'f>~~ ~~f?' i~ 'f~ Ii G~ &~...~ '1~"'~ ~~.lll~ !B 8 ~~ ~~~~ ~t~~ ~~\~ :~ ~ ~~ t.~\~ l.g~~ t.~,.~ .1\'0\ ~ '-~~ ----~- t 'i ~ ~ ~.." ,t\. ~~ ~~ .0\ .01 .o-.t .01 .9-:t . ' , u.. ! ~ ~ ~ ~ ~ III ~ ~ \O! ,.., :> \ ~....lll I!o g,.., ~ i... (>. "'-\ll~ S . ;l- o' . _ ,~;;:, -. 1S _ ~~~~ 1. ~ ~\~\ ~ . 1 fl. ~h l~ ~~~ i~%l i~ ~l ;..~. ~ i\!! \'a %~~~ ~~ ') ~~ '..' ,.." .;.; ..". _.. . ,o~. .. ~ '0 ."l ".,~ · ",~. .-. ,.-"'" %' .<~ ~l~:'~ i~ ?" .~~t 1- ';;; ,\\ ;.~. \~ 1 ." '..0 ~'<~.~ .' " \'", ~~ .s" .... l" " ~~~ ~~l~ \\ \\ it~ ~nl \~ \\\\h t ~ !\ ~U <,"'1 ., ~o ii" " '%'~ ,." ~."" ~.< ~~l\\' "~.~ ." .' .. .' 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Reter to delo,& , . 00 p'iC sleeves inslolled at 0 ...A sholl.be \><JUsed '" clOSS 'l i 5\>ecif.ed , "......... ..., - ......~":" ---..........~ _.....- 24' devl". SIze sleeves OS n"""'- 0 ~ -. ' ........ -.... .--'" ",,_. .,. - ... .......-" ". .........,; ~ ". ....-. ..... "'... ..... 4. ,,",,,,,,, tM riql\1 to mol<e nowe ",,""9es edOS dn ""dinn "" octuol field cQl\d.tiol'S. r~ :'. d<l delele heods OS need ev ~ .-- ..... . ' -' ..... ". ...... . ,.,. \ ond electriCal "",,,,,S ond ot"er under9'oun 5. (>.ft monuol. 90 e or equol vOl"" bO~es. ..-. - ... . - ~ ~ ....""' >'"''''''' ,,,......- , ...-.....- -'" -, ,,~ . ..ires e~Y '25 line<>< teel. 0I~' O,oS 'In" automatic drain d 'oqe Ins\ 1,,"'9'" . ~ , ""_,.,, ,"'-' '". '1',;,":' :r'::;,:....~ ~ ~ ......'" ...'l') ~,.,.. "",ves 01 \oterol line \0" po",I\S,. nS 0 indicoted on p\on. ed 01 \eosl three times d usin9 ie1\on tope 'fIl'OPP ed for , "",-'" -.''''''. ~~ ~. -:: -,,,,,. .,. ..,,~ ,.. 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';:.....'" < / I / ,.._ \ v I, ..... \ < \ / . I \ ~ /. ---......__../.. \ \] d d d. ~ q\~ (1 \ ~ \J~ ; Q d d d \\ C . 4 . . ~ NOR1\"\ ~~s ~p- ..-_P\J.M ~ ~:3 JEyFRE'l B. GuNDER ~SSOC1A'r~S ~ .__hiteCture Site p\anl\ln& ~ 5~-'~ \NCo 8c~~t8 eL\~ ~ ~ ~ . '~L\W~ CI~v'!JJ~.:r 36049\-3399 fAX 36049\-.)00." ~ -- ...,.,