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PE-1504A-85Date Submitted Description Initials DATE TECHNICALLY COMPLETE DATE NOT TECHNICALLY COMPLETE DATE PAY FEES RECEIVED DATE PRIORITY FEES RECEIVED COPY TO ACCOUNTING FINAL PLAT FEES COMPLETED AND COPY TO ACCOUNTING / / NOTICE TO PUBLIC / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED In - Out #1 In - Out #4 In #2 In - Out #3 DESIGN DEVIATION DATES IN - OUT In - Out #5 In - Out #6 / / BOND QUANTITIES FOR DRAINAGE ITEM CALCULATED DATE BOND RECEIVED BOND AMOUNT RECEIVED DATE BOND RELEASE - DATE BOND REDUCED BOND BALANCE Hearing Appealed Date Decision Approved Denied Continued Appealed BCC Approved Denied _ to Court Approved Denied Continued Final Project Status / / STAMPED MYLARS TO PERMIT TECHNICIAN (SYL) / / STAMPED 208 LOT PLANS TO SECRETARY (SANDY) Phone: Signed Name Canceled File 12/2/97 Date Filed Hearing Date Technical Review Date: Review Date: Date Received: Applicant Name: Applicant Address: Date As Built Plans Received Date Road Plans Approved New Road Standards 5 -15 -95 Mylar #: ENGINEER'S REVIEW SHEET H Time: TR Time: R Time: Review Type: Site Address: W SULLIVAN /S SPO RIVER Phone: Building # 456 -3675 / Planning # 456 -2205 Contact: H Number: R Number: Project Name: SULLIVAN PARK CENTER ALTERED LI B 2 Phone #: Phone 211 PLAT FILE # PE -1504A Companion File #: Related File #: Building Dept #: TECH REVIEW # Large Lot ❑ No. Lol Flood Zone Water Sewer School Fire Phone Billing Owner: Engineer Address: Address Company Address: Phone: Fax: Bldg. Square Feet: No. Acre 0 Range Township - Section: 44 25 - 11 PARCEL(S): (first 20) 45114. 45141. Date Conditions Mailed: -85 M E M O R A N D U M DATE: August 25, 1997 TO: Lauire Grimes, Division of Building and Planning FROM: Brenda Sims and Katherine Miller, Water Resource RE: PE- 1504A -85 CC: FILE The proposed pond area is in the close proximity to an abandoned railroad right of way. Railroad right of ways can be hazardous sites due to past practices. Has this site been evaluated for hazardous materials? We are concerned that by using this area as an infiltration site any hazardous materials on site could leach into the Spokane River or the aquifer. We recommend that a hazardous waste analysis be completed for this site to identify potential sources of pollutants that would need to be mitigated prior to allowing an infiltration facility to operate in the proposed area. CA WINDOWS 1 504a85.doc FILE NUMBERS(S): PE- 1504A -85 DESCRIPTION OF PROPOSAL: Plat alteration to delete the following language from the plat dedication of Sullivan Park Center. "Lot 1, BLIC 2 is hereby dedicated to Spokane County for park purposes." APPLICANT: Spokane County 1116 W. Broadway Spokane, WA 99260 -0100 LOCATION OF PROPOSAL: Generally located north of Indiana Avenue, south of and adjacent to the Spokane River in Section 11, Township 25 North, Range 44EWM, Spokane County, WA. LEAD AGENCY: Spokane County Division of Building and Planning DETERMINATION: The lead agency has determined that the proposed does not have a probable significant adverse impact on the environment as conditioned and as regulated under the present local, State regulations. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed Environmental Checklist and other information (adopted policies, plans, regulations and added conditions, etc.) on file with the lead agency. This information is available to the public on request. [X] There is no comment period for this DNS. RESPONSIBLE DETERMINATION OF NONSIGNIFICANCE (D N S) WAC 197 -11 -970 and Section 11.10.230(3) of the Spokane Environmental Ordinance Manson Industries, Inc. PO Box 7310 Spokane, WA 99207 OFFICIAL: James L. Manson, Director Spokane County Division of Building and Planning 1026 West Broadway Avenue Spokane WA. 99260 -0050 3 DATE ISSUED: g ' J `r] ,1997 SIGNATURE: APPEAL OF THIS DETERMINATION, after it becomes final may be made to the Spokane County Division of Building and Planning. This appeal must be submitted in writing with specific, factual objections. Contact the Planning Section for assistance in the specifics of submitting a SEPA appeal. This DNS was mailed to: Washington State Department of Ecology (Olympia) Washington State Department of Ecology (Spokane) Washington State Department of Health Washington State Department of Transportation Washington State Department of Fish and Wildlife Washington State Department of Natural Resources Washington State Boundary Review Board for Spokane County Spokane County Air Pollution Control Authority Spokane Regional Health District Spokane Transit Authority Spokane County Division of Parks, Recreation & Fair Spokane County Division of Engineering - Development Services Spokane County Division of Engineering - Transportation Engineering Spokane County Stormwater Utility, Steve Worley Spokane County Division of Long Range Planning, John Mercer Applicant 11DI1'I >I504A -85 DNS ]ET V]aU0NM]ENTA\]L CHECKLIST SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230[1] (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 3. Address and phone number of applicant or contact person: SPOKANE ENVIRONMENTAL ORDINANCE ENVIRONMENTAL CHECKLIST Spokane County Department of Public Works Division of Building & Planning ' 1026 W. Broadway Spokane, WA 99260 -0050 (509) 456-3675 Evaluation for Agency Use Only FILE NO PE- 1504A -85 Purpose of Checklist: The State Environmental Policy Act (SEPA) chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if an question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even If you plan to do them over a period of time or on different parcels of land. Attach any additional information that will describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (Part D) For nonproject actions, the references in the checklist to the words "project ", "applicant ", and "property or site" should be read as "proposal ", "proposer", and "affected geographic area", respectively. A, BACKGROUND 1. Name of proposed project, If applicable: Alteration to plat dedication of Sullivan Park Center (PE- 1504 -85) to delete dedication language as follows "Lot 1, BLK 2 is hereby dedicated to Spokane County for park purposes." 2. Name of Applicant: Spokane County and Hanson Industries, Inc. 4. Date checklist prepared: July 30, 1997 5. Agency requesting checklist: Spokane County 6. Proposed timing or schedule (including phasing, if applicable): Summer, 1997 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No b. Do you own or have options on land nearby or adjacent to this proposal? If yes, explain. Spokane County does not own/option adjacent properties. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. See Environmental Impact Statement (EIS) and supplemental Information prepared for Sullivan Park Center (PE- 1504 -85). (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) Evaluation for Agency Use Only 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. N/A 10. List any government approvals or permits that will be needed for your proposal, if known. Alteration of plat dedication requires administrative review by Spokane County Division of Building & Planning. Subsequent use of site for drainage area is not part of action, but will require compliance with Zoning Code, Shorelines Ordinance, Critical Areas Ordinance and Stormwater Guidelines. 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Alteration of plat dedication language for Sullivan Park Center (PE- 1504 -85) to delete following language from plat dedication "Lot 1, BLK 2, is hereby dedicated to Spokane County for park purposes." Plat alteration, if approved, will allow subject property to be utlized for drainage purposes or open space. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, If any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit application related to this checklist. Parcel generally located north of Indiana Avenue, south of Spokane River, west of Sullivan Road in Section 11, Township 25N, Range 44EWM, Spokane County, WA. 13. Does the proposed action lie within the Aquifer Sensitive Area (ASA)? The General Sewer Service Area (GSSA)? The Priority Sewer Service Area (PSSA)? The City of Spokane? (See: Spokane County's ASA Overlay Zone Atlas for boundaries). In ASA, PSSA, not in City. TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. EARTH N/A SPOKANE ENVIRONMENTAL ORDINANCE a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous. other: Site has flat to moderate slope. b. What is the steepest slope on the site (approximate percent slope)? Slope not exceed 30 %. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soil types typical of valley sands, gravels, etc. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Evaluation For Agency Use Only L'S.EY+ 1 h ? -(�- `i�� -� drn,. - \cc i StcCC kV , 1l nCr IfCnd;L +1m h,.-. r2'n 1‘Y-4r (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 2. AIR 3. WATER SPOKANE ENVIRONMENTAL ORDINANCE e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. N/A f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. N/A g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? No Impervious surface proposed, portion of parcel to be used as drainage area subsequent to altered plat. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Drainage area designed per Spokane County Guidelines for Stormwater Management. a. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors industrial, wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. N/A b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Site In close proximity to Indiana Avenue as source of auto emissions. c. Proposed measures to reduce or control emissions or other impacts to air, if any: N/A a. Surface: (1) Is there any surface water body on or in the Immediate vicinity of the site including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Site adjoins Spokane River to north. (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. Evaluation for Agency Use Only (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) N/A N/A No. b. Ground: (3) Estimate the amount of fill and dredge material that would be placed in or removed from the surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. (4) Will the proposal require surface water withdrawals or diversions? Give a general description, purpose, and approximate quantities, if known. (5) Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. Portion of parcel may be flood plain of Spokane River, portion used for drainage area not within flood plain. (6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. (1) Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities, if known. Drainage swale will filter stormwater runoff before discharging to soil and eventually to groundwater. (2) Describe waste material that will be discharged into the ground from septic tanks or other sanitary waste treatment facility. Describe the general size of the system, the number of houses to be served (if applicable) or the number of persons the system(s) are expected to serve. No discharge from septic tanks. (3) Describe any systems, other than those designed for the disposal of sanitary waste, installed for the purpose of discharging fluids below the ground surface (includes systems such as those for the disposal of storm water or drainage from floor drains). Describe the type of system, the amount of material to be disposed of through the system and the types of materials likely to be disposed of (including materials which may enter the system inadvertently through spills or as a result of fire fighting activities). See response above. (4) Will any chemicals (especially organic solvents or petroleum fuels) be stored in above - ground or underground storage tanks? If so, what types and quantities of materials will be stored? Not at site. SPOKANE ENVIRONMENTAL ORDINANCE Evaluation for Agency Use Only (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) SPOKANE ENVIRONMENTAL ORDINANCE 4. PLANTS (5) What protective measures will be taken to ensure that leaks or spills of any chemicals stored or used on site will not be allowed to percolate to groundwater (this includes measures to keep chemicals out of disposal systems described in 3b(2) or 3b(3)? N/A c. Water Runoff (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal if any (include quantities, if known). Where will this water flow? WII this water flow into other waters? If so, describe. Portion of site will be utilized as drainage area for adjacent development per Spokane County Guidelines for Stormwater Management. (2) Will any chemicals be stored, handled or used on the site in a location where a spill or leak will drain to surface or groundwater or to a storm water disposal system discharging to surface or groundwater? No chemicals used on site. (3) Could waste materials enter ground or surface waters? If so, generally describe. NIA d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any (if the proposed action lies within the Aquifer Sensitive Area be especially clear on explanations relating to facilities concerning Sections 3b(4), 3b(5), and 3c(2) of this checklist): Development of adjacent properties to comply with ASA Overlay zone, Spokane County Critical Areas Ordinance and Flood Ordinance. a. Check or circle type of vegetation found on the site: _x_ deciduous tree: alder, maple, aspen, other. _x evergreen tree: fir, cedar, pine, other. x shrubs. _x_ grass. pasture. crop or grain. wet soil plants, cattail, buttercup, bullrush, skunk cabbage, other. water plants: water lily, eelgrass, milfoil, other. _x_ other types of vegetation. b. What kind and amount of vegetation will be removed or altered? Removal of native vegetation for subsequent use as drainage area, no change to vegetation with plat alteration. c. List threatened or endangered species known to be on or near the site. N/A d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site. if any: N/A Evaluation for Agency Use Only (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: other: Site adjoins Spokane River, native species to area likely. b. List any threatened or endangered species known to be on or near the site. N/A c. Is the site part of a migration route? If so, explain. Part of NW flyway. d. Proposed measures to preserve or enhance wildlife, if any: None. Only portion of site to be used for drainage area. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. a. N/A N/A c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: N/A 7. ENVIRONMENTAL HEALTH SPOKANE ENVIRONMENTAL ORDINANCE Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. N/A (1) Describe special emergency services that might be required. N/A Evaluation for Agency Use Only IJv ccicl,t, i „1p7C tl'6 511 { I .t I l ` kr ii et- (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) SPOKANE ENVIRONMENTAL ORDINANCE (2) Proposed measures to reduce or control environmental health hazards, if any. N/A b. Noise: (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic noise from adjacent development. (2) What type and levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. N/A (3) Proposed measure to reduce or control noise impacts, if any: NIA 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Vacant, undeveloped riparian park and regional shopping mall. b. Has the site been used for agriculture? If so. describe: N/A c. Describe any structures on the site. N/A d. Will any structures be demolished? If so, which? N/A e. What is the current zoning classification of the site? General Agricultural (GA) Lot 1, BLK 2 and Regional Business (B -3) Lot 2, BLK 2. f. What is the current comprehensive plan designation of the site? Industrial g. If applicable, what is the current shoreline master program designation of the site? Pastoral h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Approximately how many people would reside or work in the completed project? N/A Evaluation for Agency Use Only rd f7c—, *„ H e . : J - I Re tl /crzl dc.5f - Th 611a:, Iv.g r.:i Spokane River is Type I stream and site identified as urban natural open space per critical areas maps. (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 9. HOUSING 10. AESTHETICS N/A SPOKANE ENVIRONMENTAL ORDINANCE Approximately how many people would the completed project displace? NIA k. Proposed measures to avoid or reduce displacement impacts, if any: Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: N/A. Subsequent use of site for drainage area will require compliance with all applicable ordinances /regulations. a. Approximately how many units would be provided, if any? Indicate whether high -, middle -, or low- income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high -, middle -, or low- income housing. N/A c. Proposed measures to reduce or control housing impacts, if any: NIA a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material(s) proposed? N/A b. What views in the immediate vicinity would be altered or obstructed? N/A c. Proposed measures to reduce or control aesthetic impacts, if any: N/A 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? N/A b. Could light or glare from the finished project be a safety hazard or interfere with views? N/A c. What existing off -site sources of light or glare may affect your proposal? N/A d. Proposed measures to reduce or control light and glare impacts, if any: N/A Evaluation for Agency Use Only Ilk. 2't; (.Y"CaLt L'=-et. C-C decd rd only =i" the. &SAC , (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Spokane River used for fishing, boating, etc. b. Would the proposed project displace any existing recreational uses? If so, describe. N/A c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any; N/A 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. N/A b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural importance known to be on or next to the site. N/A c. Proposed measures to reduce or control impacts, if any: N/A Indiana Avenue to south, Sullivan Road to east. N/A SPOKANE ENVIRONMENTAL ORDINANCE 14. TRANSPORTATION a. Identify public streets and highways serving the site and describe proposed access to the existing street system. Show on site plans, if any? b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? c. How many parking spaces would the completed project have? How many would the project eliminate? N/A d. Will the proposal require any new roads or streets, or improvements to existing roads or streets not including driveways? If so, generally describe (indicate whether public or private). N/A e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. N/A Evaluation for Agency Use Only (WAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) SPOKANE ENVIRONMENTAL ORDINANCE (. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak would occur. N/A g. Proposed measures to reduce or control transportation impacts, if any: N/A 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example, fire protection, police protection, health care, schools, other)? If so, generally describe. b. C. SIGNATURE N/A Proposed measures to reduce or control direct impacts on public services, if any: N/A 16. UTILITIES a. Circle utilities currently available at the site: N/A b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. N/A I, the undersigned, swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I also understand that, should there be any willful misrepresentation or willful lack of full disclosure on my part, the agency may withdraw any determination of nonsignificance that it might issue in reliance upon this checklist. Date: a 5 - Proponent: C C (/ t? 19 : — A X CR 1 Y1ic (Signature) /I Phone: ham t- / / Person completing form: John Pederson Date: f! S ` 97 Phone: (509) 456-3675 FOR STAFF USE ONLY Staff member(s) reviewing checklist Based on s staff review of the env! .nmental checklist an other pertinent information, the staff: A. B. Evaluation for Agency Use Only V Proponent: Spokane County Department of Public Works Division of Building & Planning 1026 W. Broadway Spokane, WA 99260 -0050 Concludes that there are no probable significant adverse impacts and recommends a determination of nonsignificance. Concludes that probable significant adverse environmental impacts do exist for the current proposal and recommends a mitigated determination of nonsignificance with conditions. C. Concludes that there are probable significant adverse environmental impacts and recommends a determination of significance. FEE - $ 75.00 97 +00 103 +00 104 +00 105 +00 107 +00 CB#4 93 +00 0p N 1.980 °i 93 +00 `�F.dge of Right of Way Centerline "208" Swale Easement 16' * Easemen 31' Sidewalk, Drainage & Utility Easement 47 38' Edge of Right of Way STORM PIPE SYSTEM PIPE # DIAMETER MATERIAL LENGTH GRADE FROM CB# TO CB# P -1 12" PVC ' 200' - 0.0100 1 2 P -2 12" PVC 207' - 0.0100 2 3 P -3 12 PVC 154' - 0.0069 3 4 P -4 12" PVC 122' -0.0050 4 5 P -5 15" PVC 167' -0.0050 5 6 P -6 1 5 PVC 150' - 0.0050 6 CA1 P -7 15" PVC 145' - 0.0050 CA1 7 P -8 12" PVC 180' - 0.�JO50 10 9 P -9 12" PVC 210' - 0.0050 9 8 P -10 18" PVC 110' - 0.0060 8 OUTLET P -11 12" PVC 182.7 - 0.0056 11 12 P -12 12" PVC 171' - 0.0180 17 16 P -13 12" PVC 200' - 0.0180 16 15 P -14 12' PVC 200' - 0.0180 15 14 P -15 12" PVC 210' - 0.0100 14 13 P -16 1 12" PVC 207.3' - 0.0055 13 12 P -17 PVC 120' - 0.0050 12 OUTLET I 18 P -18 18 PVC 175' - 0.0270 7 OUTLET 1 37'/38' * ** 33734' ** 6' Sidewalk 7 S N 7 0.5' Ber c) 100' intervals to form "208" swales 1; � i I - 5.4' wide Swale bottom, Lt. & R Cement Concrete Sidewalk Spokane County Standard, Left & Right * R/W is 47' to 126 +30.50, 9' Swale & no Sidewalk to 118 +46.50, 7' Easement 118 +82.64 to 1 +30.50 Left *R/W is 38' from 126 +50, with 10' Swale & 6' Sidewalk. * `Transition from 33' at Sta. 99+50 to 34' at Sta. 100 +50 9' or 10'* Swale PROFILE SCALE HORIZONTAL: 1 " =50' VERTICAL 1"= 5' o N j r 00 00 N 66 O'J'A 0 N N 0 o) an N h N cn ! ca - J 3.5'/34' NOTE: 1) Swales to be seeded with Scotch Links Rough (using a mix of 25% Hard Fescue 25% Sheep Fescue, 25% Slender Fescue, 25% Creeping Fescue) The Grass Percolation Area ( swales) to have 3`- living and vigorous grass plants per square foot at the end of one growing season to be considered complete. VARIES +0.50 %; Median. Planting or Left 'Turn Lane EXISTING GROUND VARIES 95 +00 96 +00 \Type A Curb Spokane -Co. Std. EXISTING GROUND - 225"TFansition ±0.409 A'/26' NOTE:. STA. 98+00 TO STA. 98+25 RT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR RT. TURN LANE R/W Easement 2'I ewalk +0.50% EXISTING GROUND CURB CUT AND SWALE BERM NORTH CURB SOUTH CURB. STATION WIDTH DEPTH I.E. BERM STATION WIDTH DEPTH BERM 93 +00 3' 7" 1977.84 Y 93 +00 3' 7" 1977.. Y 93 +78.70 3' 7" 1977.51 �1[� 93 +78.70 3' 7" 1977.5 I ! 94 +00 3' 7" i 977.53 y 94 +00 3' 7" i 977.; 95 +00 3 7" 1978.01 . 95 +00 3' 7" 1978 5S 96 +00 3' 7 1978.5 YFS 96 +00 7' 7" 19784 YES 97 +00 3 7 " 1 979.01 98 +00 3' 7" 1979.51 - 99 +00 3 7 " 1980 100 +00 3 7" 1980.38 - 1 01 +00 4' 7 " 1 980 .1 7 Y i 02 +00 4' 7" 1979.21 103 +00 4' 7" i 978.08 104 +00 4 ' 7" 1976 ©" 105 +00 4' 7" 1975.82 'J _ 106 +00 4' 7" 1974.95 YES 107 +00 4' 7" 1973.63 YES - -_ - 108 +00 4' 7" 1972.531 Y ES 108 +82.94 4' 197224 ; No N. � s • N • 7 Cement Concrete Curb, Type B Spokane County Standard, Left & Right Lane - dimensions and curb offset callouts are to the front face of the curb. :IL AF' Curb 99 +50 STA: 37 +88.27 OFFSET: 4 7.50 R ER 1981.27 G INDIANA AVENUE 0 EVERGREEN A STA: 100 +03.77 STA: 38 +81.68 / AVENUE * ** R/W changes from 37' to 38' right at Sta. 101 +73.79 If R/W is 37' Easement is 8', If R/W is 38' Easement is 7' 97 +00 98 +00 99 +00 Construction Limits to ER 100 +00 250' V.C. 250' \. C. AP Curb 100 +50 / \ STA: 101+02.14 OFFSET: 35.50 R 'ER 1980.82 Construct Wheelchair Ramp County Standard A -5 (t 101+00 -1 .69z, FACE OF CURB CURVE RADIUS LENGTH TANGENT DELTA STATION -PC OFFSET -PC STATION -PT OFFSET -PT 01 68.00' 31.43' 16.00' 26 28'58" 105 +39.89 6.00 R 105 +70.22 1.07 L C2 68.00' 30.82' 15.68' 25 58'16" 105 +70.22 1.07 L 106 +00.00 8.00 L C3 5.00' 12.73' 16.29' 145'52'08" 106 +30.43 8.00 R 106 +33.24 1.14 L C4 40:00' 23.71' 12.22'. 33'57'53" 106 +10.89 8.00 L 106 +33.24 1.14 L C5 50.00' 77.97' 49. 89`20'40" 106 +07.04 35.50 R C6 4.00' 12.57' 180'00'00" C7 50.00' 77.97' 49.43 89'20'40 107 +61.08 35.50 R C8 1.00' 3.14' 180'00'00" 107 +33.68 6.00 R 107 +33.68 8.00 R 070 50.00' 76.58' 48.08' 87'45'17" 99 +10.00 46.50 R 071 50.00' 79.01' 50.48' 90'32'32" 101 +02.14 35.50 R 072 1.00' • 3.14' 180'00'00" 100 +75.41 6.00 R 100 +75.41 8.00 R 073 68.00' • 28.78' 14.61' 24'14'59" 96 +00.00 34.50 R 96 +27.93 40.50 R 074 68.00' 28.78' 14.61' 24'14'59" 96 +27.93 40.50 R 96 +55.86 46.50 R 0100 7.00' 21.99' 180'00'00" 97 +25 7.00 L 97 +25 7.00 R 0101 7.00' 21.99' 180'00'00 99 +29.43 7.00 L 99 +29.43 7.00 R DRYWELL TYPE AND LOCATION DRYWELL METAL FRAME METAL GRATE STATION OFFSET TOP GRATE DW #9 TYPE A TYPE 4 TYPE 4 93 +90 40' L 1977.39 DW rr10 TYPE A TYPE 4 _ TYPE 4 93 +90 40' R 1977.39 DW ,#11 TYPE A TYPE 4 TYPE 4 109 +35 40' L 1972.12 - 1 .249;', \8' Sidewalk, Snow Storage & Signage Easement O z Typical , Section 1.5' from face of Left Curb to 1.5' from face of Right Curb Station Total Left Lanes Median Right Lanes Station Total Left Lanes Median Right Lanes 97 +25 78 14 12 14 12 12 14 134 +79.04 78 1 12 14 12 12 14 99 +29.43 78 14 12 14 12 12 14 136 +02.04 78 14 12 12 12 2 12 14 100 +75.41 68 14 12 14 7 12 14 139 +39.56 78 14 12 12 12 2 12 14 105 +39.89 68 14 12 14 2 12 14 1 40 +18.11 78 1 4 12 2 12 12 12 14 106+00 68 1 4 12 16 12 14 141 +70.16 78 14 12 2 12 12 12 14 106 +10.89 68 14 12 ' 16 12 14 142 +81.12 78 14.12 14 12 12 14 107 +33.68 68 14 12 14 2 12 14 143 +35.22 78 14 12 14 12 12 14 110 +25 . 68 14 12 14 2 12 14 146 +16.01 78 14 12 2 12 12 1 2 14 110 +85 68 14 12 16 12 14 1 49 +33.41 78 14 12 2 12 12 2 14 118 +23.48 68 14 12 16 12 14 151 +27.76 90 14 12 1 2 12 12 2 12 14 119 +52.74 68 14 .12 14 2 12 14 151 +99.85 90 14 12 12 12 12 2 12 14 124 +00 68 14 12 14 2 12 14 153 +58.07 71.92 14 12 19.92 12 14 124 +60 68 14 12 154 +60.66 68 14 12 16 12 14 131 +00 68 14 12 16 12 14 155 +13.09 68 14 12 16 1 2 1 4 131 +55.41 69.73 1412 5.73 12 12 14 156 +19.52 69.5 14 12 16 12 15.5 * * * ** 133 +55.72 78 i 4 12 14 12 12 14 156 +88.67 69.5 14 12 16 12 15.5 * * * ** E.5 rn op OD op +rn co rn co o 0 . -. 4E' ., 0 o .n a n n a C C C - C `- C- ti 4- .- E E E E E' E E,° ° c c U ° o tO 0 > >__0 _ - 0 0 4 N in CY 0- - p - u --�- 0 , - OIv- a a. ci a = a_ CL O. O O 0 0 O. -:o a a a_ a. a. c1. 1- I- 1-- I- 0. a 1- I- 1- 1 - = I - I WF - - 102 +00 21,0 az UNION PACIFIC RAILROAD 103 +00 7' Sidewalk, Snow Storage / & Signage Easement - --- 1'00% 33' -1.13% - 1.139 12 Storm Sewer * * * ** to face or Type A curb Top of Curb NOTE: STA. 105 +25 TO STA. 106 +00 LT. TOP OF CURB ELEVATIONS TA AVE ADJUSTED FOR CROWN SHIFT TDE -07D - (P-2)_._/ OFFSET: 35.50 R ER 1975.45 12" Storm Sewer (P -3) --/ MP 1975. 0.79% Swale Bottom CATCH BASIN TYPE AND LOCATION Catch Basin 1 Metal Frame Metal Grate Station Offset Top Grate Flow Line In Flow Line Out CB# 1 Type 1 I Type Type 1 102 +00 34.50 Rt 1979.38 1975.80 0B# 2 Type 1 Type 1 Type 1 104 +00 34.50 Rt 1977.12 1973.80 1 1973.80 CB# 3 Type 1 Type 1 Type 1 106 +07 34.50 Rt 1974.78 1971.73 1971.73 CB# 4 Type 1 Type 1 Type 1 j 107+61 34.50 Rt 1973.04 1970.66 1970.66 CB## 5 Type 1 I Type 2 Type '3 108 +83 34.70 Rt 1972.41 1970.05 1969.80 STA: 106 +84.06 L INDIANA AVENUE MALL ENTRANCE #3 NOTIFY THE PERMIT ENGINEER 456 -3600 1 4 HR5 PRIOR TO CONSTRUCTION 106+ Curb west of Evergreen Interchange 34.5' from centerline to toe of curb (1.5' from face of curb). Curb east of Evergreen Interchange 35.5' from centerline to toe of curb (1.5' from face of curb). ER 1974.8 NOTE : 1) Striping to conform 2) Plastix imbedded in instead of paint NOTE: .STA. 106 +00 TO STA. 107 +32.68 'LT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT ' 72» Storm Founded 1946 I impsort En e s . CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 PHONE (509) 926 -1322 FAX 509) 926 -1323 DRAWN BY Michael C. Phillips DATE 4/30/97 PROJECT NO. DRAWING NO. CHECKED BY Charles E. Simpson DATE II4-419 11509 7 OF 17 1.20 BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 REVISION #2 REVISION #1 -1.13% Edge of Right of Way \MP 1974.41 1975.1 07/17/991 Construction Limits to ER to M.U.T.C.D. asphalt ONE CALL NUMBER 48 MR. NOTICE REQUIRED REVISED EASEMENT LOCATION REVISED GRASS TYPE IN SWALES 200' V.C. 200' V.C. w _ # 5 " = 50'. GRAPHIC SCALE (IN FEET) 25 50 100 CO CO N N +0.57% 1975 200' V. STREET PLAN PROFILE INDIANA AVENUE - STA. 94 +00 TO STA. 108 +00 14/97 14/97 Inn IMO Wall 97 +00 103 +00 104 +00 105 +00 107 +00 CB#4 93 +00 0p N 1.980 °i 93 +00 `�F.dge of Right of Way Centerline "208" Swale Easement 16' * Easemen 31' Sidewalk, Drainage & Utility Easement 47 38' Edge of Right of Way STORM PIPE SYSTEM PIPE # DIAMETER MATERIAL LENGTH GRADE FROM CB# TO CB# P -1 12" PVC ' 200' - 0.0100 1 2 P -2 12" PVC 207' - 0.0100 2 3 P -3 12 PVC 154' - 0.0069 3 4 P -4 12" PVC 122' -0.0050 4 5 P -5 15" PVC 167' -0.0050 5 6 P -6 1 5 PVC 150' - 0.0050 6 CA1 P -7 15" PVC 145' - 0.0050 CA1 7 P -8 12" PVC 180' - 0.�JO50 10 9 P -9 12" PVC 210' - 0.0050 9 8 P -10 18" PVC 110' - 0.0060 8 OUTLET P -11 12" PVC 182.7 - 0.0056 11 12 P -12 12" PVC 171' - 0.0180 17 16 P -13 12" PVC 200' - 0.0180 16 15 P -14 12' PVC 200' - 0.0180 15 14 P -15 12" PVC 210' - 0.0100 14 13 P -16 1 12" PVC 207.3' - 0.0055 13 12 P -17 PVC 120' - 0.0050 12 OUTLET I 18 P -18 18 PVC 175' - 0.0270 7 OUTLET 1 37'/38' * ** 33734' ** 6' Sidewalk 7 S N 7 0.5' Ber c) 100' intervals to form "208" swales 1; � i I - 5.4' wide Swale bottom, Lt. & R Cement Concrete Sidewalk Spokane County Standard, Left & Right * R/W is 47' to 126 +30.50, 9' Swale & no Sidewalk to 118 +46.50, 7' Easement 118 +82.64 to 1 +30.50 Left *R/W is 38' from 126 +50, with 10' Swale & 6' Sidewalk. * `Transition from 33' at Sta. 99+50 to 34' at Sta. 100 +50 9' or 10'* Swale PROFILE SCALE HORIZONTAL: 1 " =50' VERTICAL 1"= 5' o N j r 00 00 N 66 O'J'A 0 N N 0 o) an N h N cn ! ca - J 3.5'/34' NOTE: 1) Swales to be seeded with Scotch Links Rough (using a mix of 25% Hard Fescue 25% Sheep Fescue, 25% Slender Fescue, 25% Creeping Fescue) The Grass Percolation Area ( swales) to have 3`- living and vigorous grass plants per square foot at the end of one growing season to be considered complete. VARIES +0.50 %; Median. Planting or Left 'Turn Lane EXISTING GROUND VARIES 95 +00 96 +00 \Type A Curb Spokane -Co. Std. EXISTING GROUND - 225"TFansition ±0.409 A'/26' NOTE:. STA. 98+00 TO STA. 98+25 RT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR RT. TURN LANE R/W Easement 2'I ewalk +0.50% EXISTING GROUND CURB CUT AND SWALE BERM NORTH CURB SOUTH CURB. STATION WIDTH DEPTH I.E. BERM STATION WIDTH DEPTH BERM 93 +00 3' 7" 1977.84 Y 93 +00 3' 7" 1977.. Y 93 +78.70 3' 7" 1977.51 �1[� 93 +78.70 3' 7" 1977.5 I ! 94 +00 3' 7" i 977.53 y 94 +00 3' 7" i 977.; 95 +00 3 7" 1978.01 . 95 +00 3' 7" 1978 5S 96 +00 3' 7 1978.5 YFS 96 +00 7' 7" 19784 YES 97 +00 3 7 " 1 979.01 98 +00 3' 7" 1979.51 - 99 +00 3 7 " 1980 100 +00 3 7" 1980.38 - 1 01 +00 4' 7 " 1 980 .1 7 Y i 02 +00 4' 7" 1979.21 103 +00 4' 7" i 978.08 104 +00 4 ' 7" 1976 ©" 105 +00 4' 7" 1975.82 'J _ 106 +00 4' 7" 1974.95 YES 107 +00 4' 7" 1973.63 YES - -_ - 108 +00 4' 7" 1972.531 Y ES 108 +82.94 4' 197224 ; No N. � s • N • 7 Cement Concrete Curb, Type B Spokane County Standard, Left & Right Lane - dimensions and curb offset callouts are to the front face of the curb. :IL AF' Curb 99 +50 STA: 37 +88.27 OFFSET: 4 7.50 R ER 1981.27 G INDIANA AVENUE 0 EVERGREEN A STA: 100 +03.77 STA: 38 +81.68 / AVENUE * ** R/W changes from 37' to 38' right at Sta. 101 +73.79 If R/W is 37' Easement is 8', If R/W is 38' Easement is 7' 97 +00 98 +00 99 +00 Construction Limits to ER 100 +00 250' V.C. 250' \. C. AP Curb 100 +50 / \ STA: 101+02.14 OFFSET: 35.50 R 'ER 1980.82 Construct Wheelchair Ramp County Standard A -5 (t 101+00 -1 .69z, FACE OF CURB CURVE RADIUS LENGTH TANGENT DELTA STATION -PC OFFSET -PC STATION -PT OFFSET -PT 01 68.00' 31.43' 16.00' 26 28'58" 105 +39.89 6.00 R 105 +70.22 1.07 L C2 68.00' 30.82' 15.68' 25 58'16" 105 +70.22 1.07 L 106 +00.00 8.00 L C3 5.00' 12.73' 16.29' 145'52'08" 106 +30.43 8.00 R 106 +33.24 1.14 L C4 40:00' 23.71' 12.22'. 33'57'53" 106 +10.89 8.00 L 106 +33.24 1.14 L C5 50.00' 77.97' 49. 89`20'40" 106 +07.04 35.50 R C6 4.00' 12.57' 180'00'00" C7 50.00' 77.97' 49.43 89'20'40 107 +61.08 35.50 R C8 1.00' 3.14' 180'00'00" 107 +33.68 6.00 R 107 +33.68 8.00 R 070 50.00' 76.58' 48.08' 87'45'17" 99 +10.00 46.50 R 071 50.00' 79.01' 50.48' 90'32'32" 101 +02.14 35.50 R 072 1.00' • 3.14' 180'00'00" 100 +75.41 6.00 R 100 +75.41 8.00 R 073 68.00' • 28.78' 14.61' 24'14'59" 96 +00.00 34.50 R 96 +27.93 40.50 R 074 68.00' 28.78' 14.61' 24'14'59" 96 +27.93 40.50 R 96 +55.86 46.50 R 0100 7.00' 21.99' 180'00'00" 97 +25 7.00 L 97 +25 7.00 R 0101 7.00' 21.99' 180'00'00 99 +29.43 7.00 L 99 +29.43 7.00 R DRYWELL TYPE AND LOCATION DRYWELL METAL FRAME METAL GRATE STATION OFFSET TOP GRATE DW #9 TYPE A TYPE 4 TYPE 4 93 +90 40' L 1977.39 DW rr10 TYPE A TYPE 4 _ TYPE 4 93 +90 40' R 1977.39 DW ,#11 TYPE A TYPE 4 TYPE 4 109 +35 40' L 1972.12 - 1 .249;', \8' Sidewalk, Snow Storage & Signage Easement O z Typical , Section 1.5' from face of Left Curb to 1.5' from face of Right Curb Station Total Left Lanes Median Right Lanes Station Total Left Lanes Median Right Lanes 97 +25 78 14 12 14 12 12 14 134 +79.04 78 1 12 14 12 12 14 99 +29.43 78 14 12 14 12 12 14 136 +02.04 78 14 12 12 12 2 12 14 100 +75.41 68 14 12 14 7 12 14 139 +39.56 78 14 12 12 12 2 12 14 105 +39.89 68 14 12 14 2 12 14 1 40 +18.11 78 1 4 12 2 12 12 12 14 106+00 68 1 4 12 16 12 14 141 +70.16 78 14 12 2 12 12 12 14 106 +10.89 68 14 12 ' 16 12 14 142 +81.12 78 14.12 14 12 12 14 107 +33.68 68 14 12 14 2 12 14 143 +35.22 78 14 12 14 12 12 14 110 +25 . 68 14 12 14 2 12 14 146 +16.01 78 14 12 2 12 12 1 2 14 110 +85 68 14 12 16 12 14 1 49 +33.41 78 14 12 2 12 12 2 14 118 +23.48 68 14 12 16 12 14 151 +27.76 90 14 12 1 2 12 12 2 12 14 119 +52.74 68 14 .12 14 2 12 14 151 +99.85 90 14 12 12 12 12 2 12 14 124 +00 68 14 12 14 2 12 14 153 +58.07 71.92 14 12 19.92 12 14 124 +60 68 14 12 154 +60.66 68 14 12 16 12 14 131 +00 68 14 12 16 12 14 155 +13.09 68 14 12 16 1 2 1 4 131 +55.41 69.73 1412 5.73 12 12 14 156 +19.52 69.5 14 12 16 12 15.5 * * * ** 133 +55.72 78 i 4 12 14 12 12 14 156 +88.67 69.5 14 12 16 12 15.5 * * * ** E.5 rn op OD op +rn co rn co o 0 . -. 4E' ., 0 o .n a n n a C C C - C `- C- ti 4- .- E E E E E' E E,° ° c c U ° o tO 0 > >__0 _ - 0 0 4 N in CY 0- - p - u --�- 0 , - OIv- a a. ci a = a_ CL O. O O 0 0 O. -:o a a a_ a. a. c1. 1- I- 1-- I- 0. a 1- I- 1- 1 - = I - I WF - - 102 +00 21,0 az UNION PACIFIC RAILROAD 103 +00 7' Sidewalk, Snow Storage / & Signage Easement - --- 1'00% 33' -1.13% - 1.139 12 Storm Sewer * * * ** to face or Type A curb Top of Curb NOTE: STA. 105 +25 TO STA. 106 +00 LT. TOP OF CURB ELEVATIONS TA AVE ADJUSTED FOR CROWN SHIFT TDE -07D - (P-2)_._/ OFFSET: 35.50 R ER 1975.45 12" Storm Sewer (P -3) --/ MP 1975. 0.79% Swale Bottom CATCH BASIN TYPE AND LOCATION Catch Basin 1 Metal Frame Metal Grate Station Offset Top Grate Flow Line In Flow Line Out CB# 1 Type 1 I Type Type 1 102 +00 34.50 Rt 1979.38 1975.80 0B# 2 Type 1 Type 1 Type 1 104 +00 34.50 Rt 1977.12 1973.80 1 1973.80 CB# 3 Type 1 Type 1 Type 1 106 +07 34.50 Rt 1974.78 1971.73 1971.73 CB# 4 Type 1 Type 1 Type 1 j 107+61 34.50 Rt 1973.04 1970.66 1970.66 CB## 5 Type 1 I Type 2 Type '3 108 +83 34.70 Rt 1972.41 1970.05 1969.80 STA: 106 +84.06 L INDIANA AVENUE MALL ENTRANCE #3 NOTIFY THE PERMIT ENGINEER 456 -3600 1 4 HR5 PRIOR TO CONSTRUCTION 106+ Curb west of Evergreen Interchange 34.5' from centerline to toe of curb (1.5' from face of curb). Curb east of Evergreen Interchange 35.5' from centerline to toe of curb (1.5' from face of curb). ER 1974.8 NOTE : 1) Striping to conform 2) Plastix imbedded in instead of paint NOTE: .STA. 106 +00 TO STA. 107 +32.68 'LT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT ' 72» Storm Founded 1946 I impsort En e s . CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 PHONE (509) 926 -1322 FAX 509) 926 -1323 DRAWN BY Michael C. Phillips DATE 4/30/97 PROJECT NO. DRAWING NO. CHECKED BY Charles E. Simpson DATE II4-419 11509 7 OF 17 1.20 BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 REVISION #2 REVISION #1 -1.13% Edge of Right of Way \MP 1974.41 1975.1 07/17/991 Construction Limits to ER to M.U.T.C.D. asphalt ONE CALL NUMBER 48 MR. NOTICE REQUIRED REVISED EASEMENT LOCATION REVISED GRASS TYPE IN SWALES 200' V.C. 200' V.C. w _ # 5 " = 50'. GRAPHIC SCALE (IN FEET) 25 50 100 CO CO N N +0.57% 1975 200' V. STREET PLAN PROFILE INDIANA AVENUE - STA. 94 +00 TO STA. 108 +00 14/97 14/97 00+ZI. •V1S 01 00+901. .V.I.S 311N3AV VNVION1 31J02:1d NVid 13381S L. L JO 2 60g L L i6/-taf 1 f 3.1.Vo uosch.qs '3 s A8 03>103H0 . ON ONIMVel0 'ON 103r08d L6/tZ/2 31V0 SCIHI!Lid . 0 1 A8 NMV80 CZC 1.--9Z6 (60g XVJ ZZ21.-9Z6 (60g) 3N0Hd 69LZ--Z1266 "V'M 3NV>I0dS `0V0e1 3NNO0eN 606 "N S2:10).3Aelf1S ONV1 V Se133N1ON3 11A10 . °ILI `slaau'etfiu a uosdutv 9176 L papunoj 00+LLL 00+91.1. 00+gLL 00+ 00+21.1. 00+Z 1. 1. 00+1.1.1. 00+01.1. 00+601. 1. 00+LO l - ieo 9 -1 1.d ,og'=“1. .. 'y'L961. L -- 1VINOZIelOH 2Z7.961. PIO - 1.J cgoo.=0 ,gt71.= "V_LS e:I ]-1... N 3 0 >leiVd NVAI-1111S - IVA0:141dV S213d013A30 , --1-5- ci .3,0 uoc 6u14s!x] :TS 2961 1 ld 3Ad S1 0 - Id " 0S001=0' adid •Du:: 2 6ui4spc] 3Ad ' ; 96 . 99611 1.J , 02 1 6961. 1n ,OS t =1 . V.I.S ; S O'OL6 u1 L6/SZ/14 dOIN 09+LLL NOLI.V1S IV SO8V1108 ONV no sem 03CIOV I a NOISIA3e1 1 00+0Z L 00+61-1. 00 -1;21.1. 20 - 1d ul 1,J -- '7---4"1-f 69001=0 '07\ ,20 00412Z L 00+ZZ L 00+LZI. 1 1 _, 0500 1 .00Z Z -Id . 0200 ; ,L91=1 ,t7S1= 1 V1S OAd „Z 1 _ 0 0g00 18 e8no -- J0 dal:: ZZL :, - - IA' I8 JO dal ' 26 1n0 -1A 0g00 =0 ,091=1 V1S 1 , - .)Ad ,01-Z=1 *V1S 1 D „Z1 I I d@A.9 __ u_i_Jo4s ,,gt JeM°S LUJ S g I 3Ad „SI. -----= - Lu- „ei. _, Jamas I .1 1_10 L u --------------- -_ _ _ _ „Z 1 k__ ___. m OAd ,,Z1 OL61 99* L.-- i__1_02A___„09 _ _ Jamas Lwo1S Z Jotkos-66 I , __ _ Jamas 1 -u- 10 1S 0 _ _ _ _co --- ---- < _ _ __ _ co__ oo_ .-. -1s cf0 -4 ..., 44 "P '' ( 03 .4.-- -- --------- _.P._- Cp.1 0 0 _L, -th co cb (0 c0 -.I -- -P. • • --.• gt- T Ti - JaAAGS u-1-101S 1„Z1 -0L61. O 0 -* , ...J. (0 (ip co (0 -4 --.1 I ___ __-...1 Sfi - 9: , SP al --- cri • 0) 01 @ -4 4 - Oo CO _ T<T + ....4 cri ____ ----- - - ---- - ___40.______Ca___N.) .." 01 0 _ ..... (0 ________ * Co CO 0) cn ........_ - -.3 %09.0+ co _ -_, , I ' l CO bunsp<3 < --a II.' _.,. 63 cy) CA %OS *0 -- 0 %Lg'0,+ 0 ------ 5.34 C.,4 CA m C:) co + 01 o _____ _ ._____------------- ---- _ __ _ %0g.0+ to -4 - ____ r ..., 7_,-• , 04 LI: ,. ,(30 ' co -4 ,,, ____ - K SL6I. - a- _ ;GL6L 73 co C.0 --J ,..s. • 3-.3- L7,4, ... cx , (0 + , - - ° (.,4 Co c -- ; ± _ % 0 g . 0 -'•-• ..,. puno.10 (A + ' 0 t.,4 c.,4 - -11. co ( A SA S:A SA C4 Co IV - I __ 1 (71 cii _<_ _ _ 0 N.) N.) CP o ___ 0) Nocioneii.stloo oi doiaci sdri 009 _ . et33141DN9 111A1d3d 31 dIlON - S- n- co o co n) .-4 - 0 z ------- ---- - - - -_,---- - -----t-----------01- "J ' . , - o -0 (Y1 '.I 0 _ o2 5u1;six] --k --• 0 Giikl - ouo0 „pc' buqs!x] adkl •ouo3 _.. r.,4 CY) __ 0. 5 ,-.- tv -P. *DA .001. r.) + 0 _ __-_ o ii3:8 imand c) cradn0 .„-- .. --------,.... 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' 0 - 1 ,0 0Z+611 4 7 3dAl t7 3dA 1 V 3dAl 9Z# MCI 21nZL61 - 1 ,0t7 02+911 - 17 3dAl. 17 36 V 3dA.1. ZL# MO 1 = 31 t \• Z\ " /Com Jo itt6i o a6p3 r-99. ..... 07 99 1 V1S 00 -.9„9,, 62 t7L61 = 31 Z VZL61. 1 ,017 g2+60I t7 3dA1 t 3dAl V 3dAl. 1.1# MO g *L2+01 .V1S ',Z t 1 31V2:10 d01 13SJ,J0 NOI1V1S 31V89 1V13V\I 3IAIV8.J 1V131/1 - 113MA2:10 NOLLVD0 C1NV ]ciAl - 1 - 1]M).0 = -1 Lt7't7L61. '--- 01 1N10d011A1 ,g6' , 1NIOdOIVI 0 31 ,00 1. = ?i ZL'2L61. = 31 ,,.$ 6L2L61 = did JMS 8 02 1 13S.J.A0 1 -13S.JA0 @@9 u_u0}2 aq. a.Louo bu!s = 7 3 „c lp<3 „2,21.0 -- 8 OS p ---,------ 92•19+LOL :V1S 00 ,og OS ,,L GZ 4 44* _--- ZT'L 1+21.1 1 V1S )0 , 6-d -IaAAS W.- „ZI. .,..v VNV1C1N1 lp 'Com JO 1q6!ei ;0 a6p3 !,100°P'2 I uawaso3 a6ou6!s 72 (17--d) Jamas cuJol-S „Zt. LO'OL61 LI! aull ^^01_1 ,Z1 11111.111.111....‘":a (133J NI) 31VOS 01HdV80 9 DJOTS mOUS `1 ,L 20 1s U-I „ZI. au1 molA ---- tife 4uawaso3 aboup.10 7R >11DMGOIS 9 u! „SI, ;Uri mol_d 's) Z2'6961. 1n0 „gt au! mol.J ,L luawaso3 abou6!s ----- ,40000 000-' TS 2961. 1 -11- 10 N 01 @ mold cz }no 21, aun mou/ „21 pn pHos abolo}2 mouS 1 >tiom@IDIS ,L (g Jai`-' 1 -u-J 0 1S „21 ...........-- ,--- -.:-: /two ssaDov 6u!uoGi3 ..----- c0 ___ - LO - -1') t. p, ' k \ --- -----4.7 - oo + LO ............ \ (9 - d) -I2M9S LuJolS „SL -,..... ADM JO LIvla JO 9up3 00.4 v .t 9Z# MO 4v44 Jam@S LA.1-101S „91. PD J cz.i \ .....--- 411 411) - 1 114 ■11JIA I dat ....--- . -,„-- --....„....., I 86/4T/40 sw am Z# 3ONV81N3 TWIN j 9#.P- - -- -.---: _.------ .,,A• j...671 c4 11211 ------ _____--"-- - a- I 00 V_LS ------ 00 .........-..... --- GlomS „90Z„ ,,, 0) - u! G8 00+61.1, cn 4LJawaso3 GELot.qo 0 2 2' >HD A u■6a8 / GID ,L „20C":„ 4- J7972+211 1 V1S PI-J] 00+91.1_ - ; co o o --) 're, --- 4pm J.° lt.16!el Jo G6o] ainInJ, u000_L v alaJouo3 4uawa3 -- - 10 NV3 :' i-- lno oJno ,g'oc Jaiva3 09+L11 •V.LS c0 -.;--- - 61 - - - - - a) io + puod „20Z„ salod v o} SS900y 19ADJO - 01 _ Gmas wiols 134.40 . J . 1 oL - - / 1---,----_ SJD1U;0 ,2 uo spJoHog ;o st, (Belli 30110N . 21H 2f7 8381/4r1N 11V0 3NO 91'9261 = 1 A3 - 13 (-2 - d 1 1onuotAi u6qsao Jalom 0 0 0 2 - 9 g -17 3001e avoa NvAnins dO 83N803 3S 0ICI no), 3e10.338 11VMONIM JO daL • dV3 SSVE3 8 1A18 UMOJD adid an000 11C/0 aci0 __. ...._ ___ .__-.-_-___-------- -_-_-_----„__-_ Dipl.ins vAk 'Ai.uno3 5uDt _lad so) , ---, ' , ____ -, ,,t, az!s auo4s Lunw!um - - ,,t,z az!s auo4s LunwpcoN _ _ _,-. :smolio; so oGpoJ6 aq o} >too?j ,t X3 ,t x 6uoi ,i.. x ap!m ,2 .' .-.-....... , - - Og'Z961 „St lo 11041.110 }D do J dp >100.1 9Dold - 1 OS 5 Lc; 0_ \\ ±- 7- C- 9dlci ..li\AS 1.11.1015 G}9JOU0 9• 6u1}s!x3 \ 31 :13S.J.J0 1 0S :13Sdd0 SL+t 11 1 V1S 00+911 - -V1S _ -- -- LC (U N- Cu C L 129 +00 R =9 55.00 L= 485.32' B #1 C1 R= 95 5.00' torm Sewer ;C23(' 1970 1975 1970 122 +00 CATCH BASIN TYPE AND LOCATION Catch Basin Metal Frame Metal Grate Station Offset Top Grate Flow Line In ; Flow Line Out CB# 11 Type Type 1 Type 1 124 +50 34.50 Rt 1974.28 1970:92 1 CB# 12 Type 1 Type 2 1 Type 3 126 +32.70 34.70 Rt 1973.51 1969.90 1969.50 CB# 13 Type 1 Type 1 Type 1 128 +40 34.50 Rt 1974.80 1971.04 1971.04 CB# 14 Type 1 Type 1 Type 1 130 +50 34.50 Rt 1977.05 1973 1973.14 CB# 15 Type 1 Type 1 Type 1 132 +50 3762 R #�19'D 83 1976.74 1976,74 CB# 16 Type 1 Type 1 Type 1 134 +50 39.50 Rt 1984:46 1980.34 1980.34 CB# 1 7 Type Ty e 1 Type 1 136 +21 39.50 Rt 1986.17 1983.42 1 150'' V.C. r - - 1 - 50T V. C. -- X5.57 % OF CURB RT - PROF1LL .SCALE HORIZONTAL: 1 " =50' VERTICAL _ 1 " " =5' 123 +00 Top of Curb 0.50 %' 124 +00 7' Sidewalk, Snow Storage &.- Signage• Easement GRAPHIC SCALE (IN FEET) 25 50 -- 0.57% FL ;1970.92! Existing Ground Edge of Right of Way -Edge 18" Storm Sewer 18" PVC • STA. L =120' G =.0050 FL 1969.90 © -0.50% (P -17) Flow Line out 1969.50 150' V.C. 127+00 DRYWELL TYPE AND LOCATION DRYWELL METAL FRAME METAL GRATE STATION OFFSET TOP GRATE DW #13 TYPE A TYPE 4 TYPE 4 126 +65 40' L 1973.46 DW #14 TYPE A TYPE 4 TYPE 4 j 136 +50 48' L 1985.70 DW #15 TYPE A TYPE 4 TYPE 4 137 +70 90' R 1985.80 DW #25 TYPE A TYPE 4 TYPE 4 128 +80 40' L 1975.08 CB TYPE 1 TYPE 1 TYPE 2 128 +80 65' L 1973.00 CURB CUT AND SWALE BERM NORTH CURB SOUTH CURB STATION WIDTH DEPTH I.E. BERM STATION WIDTH DEPTH I.E. BERM 122 +00 3' 7" 1975.04 YES 123 +00 3' 7" 1975.08 YES 124 +00 3' 7" 1974.60 YES 125 +00 3' 7" i 974.10 YFS 126 +00 3' 7" 1973.63 YES 126 +32.25 3' 7" 1973.58 NO 127 +00 3' 7" 1973.78 YES 128 +00 3' 7" 1974.57 YFS 129 +00 3' 7" 1975.38 YES 130 +00 3' 7" 1976.37 YFS 131 +00 3' 7" 1978.07 YFS 132 +00 7" 1980.21 YFS 133 +00 3' 7" 1982 -11 YES 134 +00 6' 7" 1983.98 YES 136 +27.51 7" 1985.82 NO 137 +50 4' 7 " i 986.43 YFS 2" Storm Sewer DW #25 CL INDIANA = 29'07'01" R = 955.00' T = 248.02' L = 485.32' Pond Bo FL 1971.04 129 +00 22.39' i2 . _�ta rm -5 - -- 12" PVC STA. L =210' G =.0100 7' Sidewalk, Snow Storage & Signage Easement c9 Drainage Easement `r' 129 +83.06 89.35 L ^ 5 129 +84.67 - int .0 / 69.00 L 130 +00 Edge of Right of Way NOTF:. -STA 131 +an TO STA - - _ - -: -_ - - = -= 132 +00 ' CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT Sidewalk Easement transition from 7' easement at 131 +15.82 to 8.5' easement at 131 +86.21 NOTE: STA. 131 +00 TO STA. 132 +00 LT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT FL 1973.14 -31' Sidewalk, Drainage & Utility Easement 132 +00 + 1.g 0 % FL 11976.74- 8.5' Sidewalk, Snow Storage & Signage Easement 133+00 PROPERTY LINE CURVE DATA 0 = 0920'48" R = 996.50' T = 81.46' L = 162.56' 12" PVC STA.' L =200' G =.0180 • FL 1980.34 Po 0 + D V4 n ;1_,1 o o �: N-- C.) d- U -- , -- - - -- -- ;- c0 >00 + - c +0.31 % p > o L d ci cn ti) m To• of ' avemet - - • • • co I� • . + - cp Ct� - - -- •9 tri co o0 00 00 0) • ryl 0 0 •• 0) co + 250' V.C. \. 14 12 135 +00 250' V.C. 40.23' 12 12 Construction Limits to ER FL Out ;1983.42 ER 1987.40 MP 1986.75 MR 1987.0 STA: 136 +20.81 OFFSET: 40.50 R STA: 136 +74.18 OFFSET: 52.50 R 1986.87 REVISION #1 TR EASEMENT LOCAT10N 136 ±00 137 +00 +0.50% "--- Edge of R/W 15' Sidewalk, Snow Storage, Utility & Signage Easement: NOTIFY THE PE {PMIT ENGINEER 6-3 6 0 0 - .._ arm _PRIOR TO- -C RUOT4OF4- - cD CO CO 0) CROWN PLAN PROFILE 1985 TOP TOP OF CURB LT 0 N 1975 a s ca cO to co co r7 N N- N N. I~ N a) a) a) a) a) N Cr) CROWN LINE w _1970 150' V.C. STA: 126 +50 OFFSET: 85.00 L I.E. 1968.90 Place rock rip rap at outfall of 18" pipe 8' wide x 12' long x 1' thick x 1' above pipe crown Rock to be graded as follows: Maximum stone size 24" Median stone size 16" Minimum stone size 4" (as per King County, WA "Surface Water Design Manual," p. 4.3.6 -3) 128 +70.94 12" PVC, 23 LF @ 1.00% 86.14' L IE in 1971.00, IE out 1970.77 128 +70 69.00' 31' Sidewalk, Drainage &Utility Easement 120 L.F., 18" PVC 128 +00 co 12" PVC @ 129 +05 / 25 LF @ 1.00% IE in 1974.78, IE out 1974.53 / . PROPERTY LINE CURVE DATA A = 05'29'12" R =912.00' T= 43.70' L = 87.34' 0 STA: 134 +47.17 O!E 40.5O L� ELEV. 1985.33 - 134 +00 MP 1986.21 Founded 1946 Engineers, Founded 1946 im son Inc. � 9 Construction Limits to ER ER 1987.10 CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE Wk, 99212-2789 PHONE (509) 926 -1322 FAX 509) 926 -1323 DRAWN BY Michael C. Phillips DATE 3/20/97 PROJECT NO. DRAWING NO. CHECKED BY Charles E. Simpson DATEy1II2.4 /9 11509 9 OF 17 BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 STA: • 135 +44.00 INDIANA AVENUE NORTH ENTRANCE #3 MALL ENTRANCE #1 ER 1987.10 STREET INDIANA AVENUE BEFORE YOU DIG 456 -8000 ONE CALL NUMBER 48 HR. NOTICE REQUIRED EXPIRES 07/17/991 INDIANA _ 57°15'36 R = 955:00' T 521.33' L = 954.40' 138 +00 ' MCP [8/14/97 LINE' OF CURB RT! 123+00 TO STA. 137+00 FACE OF CURB :CUR \E RADIUS LENGTH TANGENT DELTA STATION PC OFFSET PC S A ON OF SET T C17 67.79' 31,08'. 15.82' 26'i6'05'" 124 +00.00 6:00 R 124 +30.00 1.00 L C18 67.79' 31.08' 15.82' 26'16'05" 124 +30.00 1.00 L 124 +60x00 _ 8.00 L C19 68.00` 26.99' 13.68' 22'44'37" 131 +00 :00 8.00 R 131 +26.33 2:41 R C20 68.00' 29.86' 15.17' 25 °09'27" 131 +26.33 2:41 R 131 +55:41 3.80 L 021 7.00' 21.99' 180'00'00" 134 +79.04 13.00 L 134 +79.04 1.00 R C22 50.00' 74.52' 46.13' 85 °23'30" 134 +67.19 40.50 R C23 4.00' 12.57` ' 80 °00'00" 024 45.00' 74.97' 49.50' 95'27'27" 136 +20:81 40:50 R 025 1.00' 3.14' 180'00'00" 136 +02:04 11:OOR 136 +02.04 13.00 R 026 50.00' 82.91' 54.58' 95'00'37 136 +27.50 40.50 L 027 4,00' 12.57' 180'00'00" 028 50.00' 83.61' 55.34' 95`48'33' 134 +47.17 40.50 L C29 30.00' 45.81' 28.71' 87'29'06" 137 +08.08 40.50 R C30 30.00' 45.81' 28.71' 87'29'06" 137 +91.92 4050 R (U N- Cu C L 129 +00 R =9 55.00 L= 485.32' B #1 C1 R= 95 5.00' torm Sewer ;C23(' 1970 1975 1970 122 +00 CATCH BASIN TYPE AND LOCATION Catch Basin Metal Frame Metal Grate Station Offset Top Grate Flow Line In ; Flow Line Out CB# 11 Type Type 1 Type 1 124 +50 34.50 Rt 1974.28 1970:92 1 CB# 12 Type 1 Type 2 1 Type 3 126 +32.70 34.70 Rt 1973.51 1969.90 1969.50 CB# 13 Type 1 Type 1 Type 1 128 +40 34.50 Rt 1974.80 1971.04 1971.04 CB# 14 Type 1 Type 1 Type 1 130 +50 34.50 Rt 1977.05 1973 1973.14 CB# 15 Type 1 Type 1 Type 1 132 +50 3762 R #�19'D 83 1976.74 1976,74 CB# 16 Type 1 Type 1 Type 1 134 +50 39.50 Rt 1984:46 1980.34 1980.34 CB# 1 7 Type Ty e 1 Type 1 136 +21 39.50 Rt 1986.17 1983.42 1 150'' V.C. r - - 1 - 50T V. C. -- X5.57 % OF CURB RT - PROF1LL .SCALE HORIZONTAL: 1 " =50' VERTICAL _ 1 " " =5' 123 +00 Top of Curb 0.50 %' 124 +00 7' Sidewalk, Snow Storage &.- Signage• Easement GRAPHIC SCALE (IN FEET) 25 50 -- 0.57% FL ;1970.92! Existing Ground Edge of Right of Way -Edge 18" Storm Sewer 18" PVC • STA. L =120' G =.0050 FL 1969.90 © -0.50% (P -17) Flow Line out 1969.50 150' V.C. 127+00 DRYWELL TYPE AND LOCATION DRYWELL METAL FRAME METAL GRATE STATION OFFSET TOP GRATE DW #13 TYPE A TYPE 4 TYPE 4 126 +65 40' L 1973.46 DW #14 TYPE A TYPE 4 TYPE 4 j 136 +50 48' L 1985.70 DW #15 TYPE A TYPE 4 TYPE 4 137 +70 90' R 1985.80 DW #25 TYPE A TYPE 4 TYPE 4 128 +80 40' L 1975.08 CB TYPE 1 TYPE 1 TYPE 2 128 +80 65' L 1973.00 CURB CUT AND SWALE BERM NORTH CURB SOUTH CURB STATION WIDTH DEPTH I.E. BERM STATION WIDTH DEPTH I.E. BERM 122 +00 3' 7" 1975.04 YES 123 +00 3' 7" 1975.08 YES 124 +00 3' 7" 1974.60 YES 125 +00 3' 7" i 974.10 YFS 126 +00 3' 7" 1973.63 YES 126 +32.25 3' 7" 1973.58 NO 127 +00 3' 7" 1973.78 YES 128 +00 3' 7" 1974.57 YFS 129 +00 3' 7" 1975.38 YES 130 +00 3' 7" 1976.37 YFS 131 +00 3' 7" 1978.07 YFS 132 +00 7" 1980.21 YFS 133 +00 3' 7" 1982 -11 YES 134 +00 6' 7" 1983.98 YES 136 +27.51 7" 1985.82 NO 137 +50 4' 7 " i 986.43 YFS 2" Storm Sewer DW #25 CL INDIANA = 29'07'01" R = 955.00' T = 248.02' L = 485.32' Pond Bo FL 1971.04 129 +00 22.39' i2 . _�ta rm -5 - -- 12" PVC STA. L =210' G =.0100 7' Sidewalk, Snow Storage & Signage Easement c9 Drainage Easement `r' 129 +83.06 89.35 L ^ 5 129 +84.67 - int .0 / 69.00 L 130 +00 Edge of Right of Way NOTF:. -STA 131 +an TO STA - - _ - -: -_ - - = -= 132 +00 ' CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT Sidewalk Easement transition from 7' easement at 131 +15.82 to 8.5' easement at 131 +86.21 NOTE: STA. 131 +00 TO STA. 132 +00 LT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT FL 1973.14 -31' Sidewalk, Drainage & Utility Easement 132 +00 + 1.g 0 % FL 11976.74- 8.5' Sidewalk, Snow Storage & Signage Easement 133+00 PROPERTY LINE CURVE DATA 0 = 0920'48" R = 996.50' T = 81.46' L = 162.56' 12" PVC STA.' L =200' G =.0180 • FL 1980.34 Po 0 + D V4 n ;1_,1 o o �: N-- C.) d- U -- , -- - - -- -- ;- c0 >00 + - c +0.31 % p > o L d ci cn ti) m To• of ' avemet - - • • • co I� • . + - cp Ct� - - -- •9 tri co o0 00 00 0) • ryl 0 0 •• 0) co + 250' V.C. \. 14 12 135 +00 250' V.C. 40.23' 12 12 Construction Limits to ER FL Out ;1983.42 ER 1987.40 MP 1986.75 MR 1987.0 STA: 136 +20.81 OFFSET: 40.50 R STA: 136 +74.18 OFFSET: 52.50 R 1986.87 REVISION #1 TR EASEMENT LOCAT10N 136 ±00 137 +00 +0.50% "--- Edge of R/W 15' Sidewalk, Snow Storage, Utility & Signage Easement: NOTIFY THE PE {PMIT ENGINEER 6-3 6 0 0 - .._ arm _PRIOR TO- -C RUOT4OF4- - cD CO CO 0) CROWN PLAN PROFILE 1985 TOP TOP OF CURB LT 0 N 1975 a s ca cO to co co r7 N N- N N. I~ N a) a) a) a) a) N Cr) CROWN LINE w _1970 150' V.C. STA: 126 +50 OFFSET: 85.00 L I.E. 1968.90 Place rock rip rap at outfall of 18" pipe 8' wide x 12' long x 1' thick x 1' above pipe crown Rock to be graded as follows: Maximum stone size 24" Median stone size 16" Minimum stone size 4" (as per King County, WA "Surface Water Design Manual," p. 4.3.6 -3) 128 +70.94 12" PVC, 23 LF @ 1.00% 86.14' L IE in 1971.00, IE out 1970.77 128 +70 69.00' 31' Sidewalk, Drainage &Utility Easement 120 L.F., 18" PVC 128 +00 co 12" PVC @ 129 +05 / 25 LF @ 1.00% IE in 1974.78, IE out 1974.53 / . PROPERTY LINE CURVE DATA A = 05'29'12" R =912.00' T= 43.70' L = 87.34' 0 STA: 134 +47.17 O!E 40.5O L� ELEV. 1985.33 - 134 +00 MP 1986.21 Founded 1946 Engineers, Founded 1946 im son Inc. � 9 Construction Limits to ER ER 1987.10 CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE Wk, 99212-2789 PHONE (509) 926 -1322 FAX 509) 926 -1323 DRAWN BY Michael C. Phillips DATE 3/20/97 PROJECT NO. DRAWING NO. CHECKED BY Charles E. Simpson DATEy1II2.4 /9 11509 9 OF 17 BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 STA: • 135 +44.00 INDIANA AVENUE NORTH ENTRANCE #3 MALL ENTRANCE #1 ER 1987.10 STREET INDIANA AVENUE BEFORE YOU DIG 456 -8000 ONE CALL NUMBER 48 HR. NOTICE REQUIRED EXPIRES 07/17/991 INDIANA _ 57°15'36 R = 955:00' T 521.33' L = 954.40' 138 +00 ' MCP [8/14/97 LINE' OF CURB RT! 123+00 TO STA. 137+00 �ill'�iE� � • (U N- Cu C L 129 +00 R =9 55.00 L= 485.32' B #1 C1 R= 95 5.00' torm Sewer ;C23(' 1970 1975 1970 122 +00 CATCH BASIN TYPE AND LOCATION Catch Basin Metal Frame Metal Grate Station Offset Top Grate Flow Line In ; Flow Line Out CB# 11 Type Type 1 Type 1 124 +50 34.50 Rt 1974.28 1970:92 1 CB# 12 Type 1 Type 2 1 Type 3 126 +32.70 34.70 Rt 1973.51 1969.90 1969.50 CB# 13 Type 1 Type 1 Type 1 128 +40 34.50 Rt 1974.80 1971.04 1971.04 CB# 14 Type 1 Type 1 Type 1 130 +50 34.50 Rt 1977.05 1973 1973.14 CB# 15 Type 1 Type 1 Type 1 132 +50 3762 R #�19'D 83 1976.74 1976,74 CB# 16 Type 1 Type 1 Type 1 134 +50 39.50 Rt 1984:46 1980.34 1980.34 CB# 1 7 Type Ty e 1 Type 1 136 +21 39.50 Rt 1986.17 1983.42 1 150'' V.C. r - - 1 - 50T V. C. -- X5.57 % OF CURB RT - PROF1LL .SCALE HORIZONTAL: 1 " =50' VERTICAL _ 1 " " =5' 123 +00 Top of Curb 0.50 %' 124 +00 7' Sidewalk, Snow Storage &.- Signage• Easement GRAPHIC SCALE (IN FEET) 25 50 -- 0.57% FL ;1970.92! Existing Ground Edge of Right of Way -Edge 18" Storm Sewer 18" PVC • STA. L =120' G =.0050 FL 1969.90 © -0.50% (P -17) Flow Line out 1969.50 150' V.C. 127+00 DRYWELL TYPE AND LOCATION DRYWELL METAL FRAME METAL GRATE STATION OFFSET TOP GRATE DW #13 TYPE A TYPE 4 TYPE 4 126 +65 40' L 1973.46 DW #14 TYPE A TYPE 4 TYPE 4 j 136 +50 48' L 1985.70 DW #15 TYPE A TYPE 4 TYPE 4 137 +70 90' R 1985.80 DW #25 TYPE A TYPE 4 TYPE 4 128 +80 40' L 1975.08 CB TYPE 1 TYPE 1 TYPE 2 128 +80 65' L 1973.00 CURB CUT AND SWALE BERM NORTH CURB SOUTH CURB STATION WIDTH DEPTH I.E. BERM STATION WIDTH DEPTH I.E. BERM 122 +00 3' 7" 1975.04 YES 123 +00 3' 7" 1975.08 YES 124 +00 3' 7" 1974.60 YES 125 +00 3' 7" i 974.10 YFS 126 +00 3' 7" 1973.63 YES 126 +32.25 3' 7" 1973.58 NO 127 +00 3' 7" 1973.78 YES 128 +00 3' 7" 1974.57 YFS 129 +00 3' 7" 1975.38 YES 130 +00 3' 7" 1976.37 YFS 131 +00 3' 7" 1978.07 YFS 132 +00 7" 1980.21 YFS 133 +00 3' 7" 1982 -11 YES 134 +00 6' 7" 1983.98 YES 136 +27.51 7" 1985.82 NO 137 +50 4' 7 " i 986.43 YFS 2" Storm Sewer DW #25 CL INDIANA = 29'07'01" R = 955.00' T = 248.02' L = 485.32' Pond Bo FL 1971.04 129 +00 22.39' i2 . _�ta rm -5 - -- 12" PVC STA. L =210' G =.0100 7' Sidewalk, Snow Storage & Signage Easement c9 Drainage Easement `r' 129 +83.06 89.35 L ^ 5 129 +84.67 - int .0 / 69.00 L 130 +00 Edge of Right of Way NOTF:. -STA 131 +an TO STA - - _ - -: -_ - - = -= 132 +00 ' CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT Sidewalk Easement transition from 7' easement at 131 +15.82 to 8.5' easement at 131 +86.21 NOTE: STA. 131 +00 TO STA. 132 +00 LT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR CROWN SHIFT FL 1973.14 -31' Sidewalk, Drainage & Utility Easement 132 +00 + 1.g 0 % FL 11976.74- 8.5' Sidewalk, Snow Storage & Signage Easement 133+00 PROPERTY LINE CURVE DATA 0 = 0920'48" R = 996.50' T = 81.46' L = 162.56' 12" PVC STA.' L =200' G =.0180 • FL 1980.34 Po 0 + D V4 n ;1_,1 o o �: N-- C.) d- U -- , -- - - -- -- ;- c0 >00 + - c +0.31 % p > o L d ci cn ti) m To• of ' avemet - - • • • co I� • . + - cp Ct� - - -- •9 tri co o0 00 00 0) • ryl 0 0 •• 0) co + 250' V.C. \. 14 12 135 +00 250' V.C. 40.23' 12 12 Construction Limits to ER FL Out ;1983.42 ER 1987.40 MP 1986.75 MR 1987.0 STA: 136 +20.81 OFFSET: 40.50 R STA: 136 +74.18 OFFSET: 52.50 R 1986.87 REVISION #1 TR EASEMENT LOCAT10N 136 ±00 137 +00 +0.50% "--- Edge of R/W 15' Sidewalk, Snow Storage, Utility & Signage Easement: NOTIFY THE PE {PMIT ENGINEER 6-3 6 0 0 - .._ arm _PRIOR TO- -C RUOT4OF4- - cD CO CO 0) CROWN PLAN PROFILE 1985 TOP TOP OF CURB LT 0 N 1975 a s ca cO to co co r7 N N- N N. I~ N a) a) a) a) a) N Cr) CROWN LINE w _1970 150' V.C. STA: 126 +50 OFFSET: 85.00 L I.E. 1968.90 Place rock rip rap at outfall of 18" pipe 8' wide x 12' long x 1' thick x 1' above pipe crown Rock to be graded as follows: Maximum stone size 24" Median stone size 16" Minimum stone size 4" (as per King County, WA "Surface Water Design Manual," p. 4.3.6 -3) 128 +70.94 12" PVC, 23 LF @ 1.00% 86.14' L IE in 1971.00, IE out 1970.77 128 +70 69.00' 31' Sidewalk, Drainage &Utility Easement 120 L.F., 18" PVC 128 +00 co 12" PVC @ 129 +05 / 25 LF @ 1.00% IE in 1974.78, IE out 1974.53 / . PROPERTY LINE CURVE DATA A = 05'29'12" R =912.00' T= 43.70' L = 87.34' 0 STA: 134 +47.17 O!E 40.5O L� ELEV. 1985.33 - 134 +00 MP 1986.21 Founded 1946 Engineers, Founded 1946 im son Inc. � 9 Construction Limits to ER ER 1987.10 CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE Wk, 99212-2789 PHONE (509) 926 -1322 FAX 509) 926 -1323 DRAWN BY Michael C. Phillips DATE 3/20/97 PROJECT NO. DRAWING NO. CHECKED BY Charles E. Simpson DATEy1II2.4 /9 11509 9 OF 17 BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 STA: • 135 +44.00 INDIANA AVENUE NORTH ENTRANCE #3 MALL ENTRANCE #1 ER 1987.10 STREET INDIANA AVENUE BEFORE YOU DIG 456 -8000 ONE CALL NUMBER 48 HR. NOTICE REQUIRED EXPIRES 07/17/991 INDIANA _ 57°15'36 R = 955:00' T 521.33' L = 954.40' 138 +00 ' MCP [8/14/97 LINE' OF CURB RT! 123+00 TO STA. 137+00 ' CURB [U� AND �VV/\�� NORTH CURB �OUTH CURB STATION WIDTH DEPTH LE. !BERW STATION 84+00 �5+O0 WIDTH 3 ' J ' DEPTH 7^ 7'' I.E. 1980.07 l97g�4S BERM y2� yE5 O4+OO J ' J ' 7'' 7^ �SDD�O7 ycS �979�48 y"� 85+00 86+00 3' 7 1978.91 YE': 86+00 O5+53�7O 87+ 00 J ' 3 ' J ' 7^ 7^ 7^ l97�S1 197875 1978.87 y �- Y[� �5 yF� 86+53.70 3 ' 3 ` 7^ 7^ l97��75�NO �Q7�87| 'r� 87+ 00 88+00 �' 7^ 1979.37 yF� ]879�D7� YFS 8O+OO 89+00 J ' 3' 7^ 7 1979.37 1979.87 D9+OO J ' 7^ 90+00 J ' 7'' 1g��J4� Y� g��O0 �' 7^ 19�O�]� �� ^ 91+00 3 ' 7^ l3�O�OJ yE� 91+00 92+00 93+00 3 ' J ' �' 7^ 7^ 7^ 1980.03 YES 92+00 J ' 7^ |97O�94| y'� 1978.94 1977.84 -S yES 93+00 J ' 7~ �977�O4| Y�� | 1977.51 NO 93+ 78.70 3' | 7` g3+7O�70` J ' 7^ 1977.51 NO 94+00 J ' 7 ^ |g�7�5� YES 94+00 3 ' 7^ 1977.53 yE� y-r 95+00 3 ' 7^ 1978.01 � yE� 95+00 96+00 �' 7^ 1978.01 96+00 J ' 7^ l975��U | Yp� 7 ' 7^ 1978.51 yc� �7+OO 3' � 7^ 1979�81 Yr QO+OO 3 ' J ' 7^ 7^ 1S79�51 �F� 1980.01 YES 8y+OO 100+ 00 | �' 7^ |9�O�J�i \T3 1980 1975 1975 1980 84+00 85+00 TOP /��| ��U�� LT - - - '- �]� ��7` _ ~~.~~ .,. Easement 10' S wo|r * If R is 37' Rt th;n |D' SW�e � 6' ��dc�o|� J[ Easement * If R is 37' �t, then 10' Swale no a�nwo|k. lO' Easement- ^ If R is 47' Lt, then 10' Swo|eno Sidcwv�, No Easement ** 14' ,^ Sta. 90+00. 25' from Sto. 90+55.85 to Sta. 99+10' **° Varies �om 14' ot • Sta. 96+00' to 26' ofSh. 9.6+55.86 *~^* C,oyS Slope. on Left side varies from 2% at Sta. 71+50 to • • 1.10% at Sta. 73+00. then bock to 2% ot Ste. 75+00. PROFILE' SCALE' HORIZONTAL: 1"=50' VERTICAL 1"= 5' -0.587 85+00 86+00 86+00 0.5' Bern @ 100' ��v�y ' ' \�` (o nn '2C8' nw�os ' ' ^ Surfacing Depth per table i 5�4 wide Swale hoKwn. LL &t Rt. 'Page 'O of 17 . - ` L-1] below Top of Curb Seed Swale and Berm with Crass. Sc; Note #| sheet 7 of 17 100' V.C. 1OO!\(�� Left Tu - DW 'DW �#8 88+00 14' / 26' ~^ Variss **^ UNION PACIFIC RAI R(l4D Top of Pavement 2 ' 2' 10' 6 • 31' Easement 40' right & |�(� Swale a/u�*o|k y*w* D w'|| 5/ �not of low points uokone Co Std. Type A or 9 0.5' 8c,� - @,) lOO' i`\o,^ ` \tn form ^ 208 ^ swoiea 90+00 / Cement Conurete Sidewalk Spokane County Smn;v,:. Right Cement Concrete Cu/b, Type 8 Spokane County Standard, Left ,1 Right **°*~ Sidewalk on South side od�cen` �n curb from Sto. 96+ 50 to 14 easement is to back of sidewalk ' *^+*A*Chnngeo from 6' «y Sta. 22+ 54.28 to 7' Sta. 59+44.79 and remains 7' to Sta. 87+25. 88f00 90+00 _-- < • 3l' Sidewalk, Drainage & Utility Eosemoot 150' V.C. 150' V.C. 91+00 --~~� ^ 2�8 ^ S OO -- 23+5,0 59+0n - 74+00 74+ 00 - 91f0O 91+ 00 -- • 1 • |2OfO[+- 126�OO |28+OO -- 14g^�5O • 151f50 - 157+80 ~--�-- 91+00 � ---fi - A-- Railroad R/W . / �-'- 1;28~ -Swale Bottom � 92+00 Centerline of ^ 208 ^ Swale--/ L ' -'- l�5O Swale Bottom Sw�o B ttj-/ SURFACNC Fl�]T �v/.. /.�'n,i� '� / ose CI Top Crse Pvt.. CiE CiA 2" '2" Crushed 5urfo6ng, Compacted Depths (V�5.D.O.'[ Spec.) Asphalt Concrete Pavement Chss E �� A. Compacted _Depth A�phalt Content 5 3/4% to 6 1 /��DOT. Sped.) F�CE QrCURB ' CURvE / R��|U� l �EN�T� / TAN�ENT DELTA �TA��N- ` ' DFFS[T_P� | �TA�ON�PT � [T-PT C7O ��VO' 7��5�' 48�O8' 87�5')7^ g9+1O.D0 4��5UR ' �7] b��OO' 2O7D' l45!' ��14'59 �5+OD�0J J4�O R �§+27.8� 1O5O�� 7� �O�0O' 2��7�' {4�5i' 24'�*'5S 38427.SJ 4O�50 R �0+��0 *8�5O R ClO0 ' 7�OO' 2l�g9' lOO'OO'QO^ 97+25 7.DO L �7+25 7�OD R C�O� 7�OO' 21�Sg' l8OI)O'�O 8Q+2g4J 7�C0 L 99+2g�4� 7�OQ R ! 93+00 93+00 D [EXPIRES �-� - 1 +0.50% 95+00 90+00 ' i�U�� [U� /\�� VV/\�� NDRTH �URB �OUTH CURB 5TA�0N VHDT� DEPTH iE� !BERW 5TA�DN vWDTH DEPTH iE� B�R� O4+OO J ' 7'' �SDD�O7 ycS �4+O� 3 ' 7^ lg5G�O7 y2� D5+OO J ' 7^ �979�48 y"� � 5+O0 J ' 7'' l97g�4S yE5 O�+OO J ' 7^ l97��01 yF~ O5+O0 J ' 7^ l97�S1 y ��+5J�TO 3 ' 7^ l97��75�NO O5+53�7O 3 ' 7^ 197 U7+OO 3 ` 7^ �Q7�87| 'r� 87+OO J ' 7^ 797OO7 �- Y[� O8+OO �' 7^ �97g�J7 yF� 8O+OO J ' 7^ l97S�7 �5 D9+OO J ' 7^ ]879�D7� YFS 89+OO �� 7^ |S79��7 yF� 9O+OO ^ J ' 7'' 1g��J4� Y� g��O0 �' 7^ 19�O�]� �� y|+0O 3 ' 7^ l3�O�OJ yE� g1+OO 3 ' 7^ 19�O�0J YFS S�+OO J ' 7^ |97O�94| y'� 92+DO J ' 7^ 1�7��94 -S g�+OU J ' 7~ �977�O4| Y�� 9�+0O �' 7^ 1577��4 yES 9J+7�JO J ' 7` | �877�51 NO g3+7O�70` J ' 7 197T5| NO 94+O0 J ' 7^ 1977.53 vFS S4+OO 3 ' 7^ 1Sr7�53 yE� �5+OO 3 ' 7^ l978��l � yE� 55+D0 �' 7^ lg7O��1 y-r S�+OO J ' 7^ l975��U | Yp� Qh+D0 7 ' 7^ i97D�51 yc� �7+OO 3 ' 7^ 1979�81 Yr ' QO+OO 3 ' 7^ 1S79�51 �F� 8y+OO J ' 7^ �9�O�O� yF� 1U0+O0 | �' 7^ |9�O�J�i \T3 DRY��LL WET�L FRA�� WET4� �RAT� STAO�N OFF3ET TOP � u T,PE 4 �6 ' 57 | U� '� TYPE A TYPE 4 TYP[ 4 g3+9O 4O' L �S77��9 / D� �lO TYPE A TYP[ � TYFE � 9J+g� 4n' � |977�J9 CHECKED BY DR \/�� EXISTING GROUND Charles E. Simpson DATE ///24/17 EXISTING GROUND 97+00 11509 0100 " 225 Transition NOTE: | 98+25: RT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR RT. TURN LANE 85+{)O | ! � 90+OO 97+00 | / Founded 1946 ' Inc. - - ��'� �� y � w" CIVI| ENGINEERS & LAND SURVEYORS - N. 909 ARGONNE ROAD, SPOKANE W&`, 99212-2789 PHONE /509A 926_1322 FAX 509 926-1323 DRAWN BY Michael C. Phillips DATE |PROJECT NO. DRAWING NO. of Way 98+00 REVISION #1 - _7 Edge of Right of' Nay -_� STA: 99+18.00 OFFSET: 46.50 R ER 1980.42 EXISTING GROUND MP 1980.85' 4, • ! NOTIFY THE 4 HRS. PRIOR TO CON ' -�-------r--- ST4: 37+88.27 ' OFFSET: 47.50 R ER 1981.27 semiT iENG'mEp REVISED EASEMENT LOCAllON 99+00 Cl0 [�' Install Concrete New Jersey Barrier or equal c• INDIANA AVENUE STA: 100+03.77 STA: 38+81.58 \ Li EVERGREEN AVEN/ m m o� fi � -' � �o Construction Limits `^ ER / GRAPHIC SCALE (IN FEET) 25 50 100 �] ! i �� , i ~�� STREET .^ .,,,_,_ . pLAN _ PROFILE INDIANA ' AVENUE __ STA. 8 _ 0M l7�>� . - 94+00 .BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE El ELEY = 1986]6 lFO��! OF - - 1975 1980 1975 � 1975 8/14/97 SEC. 10 DRY��LL WET�L FRAME LENGTH / TAN�ENT FACE OF CURB DELTA STATION--PC OFFSET-PC ' STATION-PT [T-PT CURvE �6 / RADIUS l C7O | U� '� ��VO' 7��5�' 2O 7D' 48�O8' l4 5!' 87�5')7^ ��14'59 99+10.00 96+00.00 �4��5UR 34.50 R � 96+27.93 1O5O�� 7] b��OO' �7� �O�0O' 2��7�' {4�5i' 24'�*'5S 38427.SJ 4O�50 R �0+��0 *8�5O R ClO0 ' 7�OO' 2l�g9' lOO'OO'QO^ 97+25 7.DO L 97+25 7�OD R C�O� 7�OO' 21.99 180'00'00" l8OI)O'�O 8Q+2g4J 7.00 L 99+29.43 7.00 R ! 1980 1975 1975 1980 84+00 85+00 TOP /��| ��U�� LT - - - '- �]� ��7` _ ~~.~~ .,. Easement 10' S wo|r * If R is 37' Rt th;n |D' SW�e � 6' ��dc�o|� J[ Easement * If R is 37' �t, then 10' Swale no a�nwo|k. lO' Easement- ^ If R is 47' Lt, then 10' Swo|eno Sidcwv�, No Easement ** 14' ,^ Sta. 90+00. 25' from Sto. 90+55.85 to Sta. 99+10' **° Varies �om 14' ot • Sta. 96+00' to 26' ofSh. 9.6+55.86 *~^* C,oyS Slope. on Left side varies from 2% at Sta. 71+50 to • • 1.10% at Sta. 73+00. then bock to 2% ot Ste. 75+00. PROFILE' SCALE' HORIZONTAL: 1"=50' VERTICAL 1"= 5' -0.587 85+00 86+00 86+00 0.5' Bern @ 100' ��v�y ' ' \�` (o nn '2C8' nw�os ' ' ^ Surfacing Depth per table i 5�4 wide Swale hoKwn. LL &t Rt. 'Page 'O of 17 . - ` L-1] below Top of Curb Seed Swale and Berm with Crass. Sc; Note #| sheet 7 of 17 100' V.C. 1OO!\(�� Left Tu - DW 'DW �#8 88+00 14' / 26' ~^ Variss **^ UNION PACIFIC RAI R(l4D Top of Pavement 2 ' 2' 10' 6 • 31' Easement 40' right & |�(� Swale a/u�*o|k y*w* D w'|| 5/ �not of low points uokone Co Std. Type A or 9 0.5' 8c,� - @,) lOO' i`\o,^ ` \tn form ^ 208 ^ swoiea 90+00 / Cement Conurete Sidewalk Spokane County Smn;v,:. Right Cement Concrete Cu/b, Type 8 Spokane County Standard, Left ,1 Right **°*~ Sidewalk on South side od�cen` �n curb from Sto. 96+ 50 to 14 easement is to back of sidewalk ' *^+*A*Chnngeo from 6' «y Sta. 22+ 54.28 to 7' Sta. 59+44.79 and remains 7' to Sta. 87+25. 88f00 90+00 _-- < • 3l' Sidewalk, Drainage & Utility Eosemoot 150' V.C. 150' V.C. 91+00 --~~� ^ 2�8 ^ S OO -- 23+5,0 59+0n - 74+00 74+ 00 - 91f0O 91+ 00 -- • 1 • |2OfO[+- 126�OO |28+OO -- 14g^�5O • 151f50 - 157+80 ~--�-- 91+00 � ---fi - A-- Railroad R/W . / �-'- 1;28~ -Swale Bottom � 92+00 Centerline of ^ 208 ^ Swale--/ L ' -'- l�5O Swale Bottom Sw�o B ttj-/ SURFACNC Fl�]T �v/.. /.�'n,i� '� / ose CI Top Crse Pvt.. CiE CiA 2" '2" Crushed 5urfo6ng, Compacted Depths (V�5.D.O.'[ Spec.) Asphalt Concrete Pavement Chss E �� A. Compacted _Depth A�phalt Content 5 3/4% to 6 1 /��DOT. Sped.) F�CE QrCURB ' CURvE / R��|U� l �EN�T� / TAN�ENT DELTA �TA��N- ` ' DFFS[T_P� | �TA�ON�PT � [T-PT C7O ��VO' 7��5�' 48�O8' 87�5')7^ g9+1O.D0 4��5UR ' �7] b��OO' 2O7D' l45!' ��14'59 �5+OD�0J J4�O R �§+27.8� 1O5O�� 7� �O�0O' 2��7�' {4�5i' 24'�*'5S 38427.SJ 4O�50 R �0+��0 *8�5O R ClO0 ' 7�OO' 2l�g9' lOO'OO'QO^ 97+25 7.DO L �7+25 7�OD R C�O� 7�OO' 21�Sg' l8OI)O'�O 8Q+2g4J 7�C0 L 99+2g�4� 7�OQ R ! 93+00 93+00 D [EXPIRES �-� - 1 +0.50% 95+00 90+00 ' i�U�� [U� /\�� VV/\�� NDRTH �URB �OUTH CURB 5TA�0N VHDT� DEPTH iE� !BERW 5TA�DN vWDTH DEPTH iE� B�R� O4+OO J ' 7'' �SDD�O7 ycS �4+O� 3 ' 7^ lg5G�O7 y2� D5+OO J ' 7^ �979�48 y"� � 5+O0 J ' 7'' l97g�4S yE5 O�+OO J ' 7^ l97��01 yF~ O5+O0 J ' 7^ l97�S1 y ��+5J�TO 3 ' 7^ l97��75�NO O5+53�7O 3 ' 7^ 197 U7+OO 3 ` 7^ �Q7�87| 'r� 87+OO J ' 7^ 797OO7 �- Y[� O8+OO �' 7^ �97g�J7 yF� 8O+OO J ' 7^ l97S�7 �5 D9+OO J ' 7^ ]879�D7� YFS 89+OO �� 7^ |S79��7 yF� 9O+OO ^ J ' 7'' 1g��J4� Y� g��O0 �' 7^ 19�O�]� �� y|+0O 3 ' 7^ l3�O�OJ yE� g1+OO 3 ' 7^ 19�O�0J YFS S�+OO J ' 7^ |97O�94| y'� 92+DO J ' 7^ 1�7��94 -S g�+OU J ' 7~ �977�O4| Y�� 9�+0O �' 7^ 1577��4 yES 9J+7�JO J ' 7` | �877�51 NO g3+7O�70` J ' 7 197T5| NO 94+O0 J ' 7^ 1977.53 vFS S4+OO 3 ' 7^ 1Sr7�53 yE� �5+OO 3 ' 7^ l978��l � yE� 55+D0 �' 7^ lg7O��1 y-r S�+OO J ' 7^ l975��U | Yp� Qh+D0 7 ' 7^ i97D�51 yc� �7+OO 3 ' 7^ 1979�81 Yr ' QO+OO 3 ' 7^ 1S79�51 �F� 8y+OO J ' 7^ �9�O�O� yF� 1U0+O0 | �' 7^ |9�O�J�i \T3 DRY��LL WET�L FRA�� WET4� �RAT� STAO�N OFF3ET TOP � u T,PE 4 �6 ' 57 | U� '� TYPE A TYPE 4 TYP[ 4 g3+9O 4O' L �S77��9 / D� �lO TYPE A TYP[ � TYFE � 9J+g� 4n' � |977�J9 CHECKED BY DR \/�� EXISTING GROUND Charles E. Simpson DATE ///24/17 EXISTING GROUND 97+00 11509 0100 " 225 Transition NOTE: | 98+25: RT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR RT. TURN LANE 85+{)O | ! � 90+OO 97+00 | / Founded 1946 ' Inc. - - ��'� �� y � w" CIVI| ENGINEERS & LAND SURVEYORS - N. 909 ARGONNE ROAD, SPOKANE W&`, 99212-2789 PHONE /509A 926_1322 FAX 509 926-1323 DRAWN BY Michael C. Phillips DATE |PROJECT NO. DRAWING NO. of Way 98+00 REVISION #1 - _7 Edge of Right of' Nay -_� STA: 99+18.00 OFFSET: 46.50 R ER 1980.42 EXISTING GROUND MP 1980.85' 4, • ! NOTIFY THE 4 HRS. PRIOR TO CON ' -�-------r--- ST4: 37+88.27 ' OFFSET: 47.50 R ER 1981.27 semiT iENG'mEp REVISED EASEMENT LOCAllON 99+00 Cl0 [�' Install Concrete New Jersey Barrier or equal c• INDIANA AVENUE STA: 100+03.77 STA: 38+81.58 \ Li EVERGREEN AVEN/ m m o� fi � -' � �o Construction Limits `^ ER / GRAPHIC SCALE (IN FEET) 25 50 100 �] ! i �� , i ~�� STREET .^ .,,,_,_ . pLAN _ PROFILE INDIANA ' AVENUE __ STA. 8 _ 0M l7�>� . - 94+00 .BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE El ELEY = 1986]6 lFO��! OF - - 1975 1980 1975 � 1975 8/14/97 SEC. 10 DRY��LL WET�L FRAME WET4� GRATE STATION OFFSET TOP �R�TE u TYPE 4 �6 ' 57 | U� '� TYPE A TYPE 4 TYPE 4 TYPE 4 • g3+9O 9J+g� 4O' L 4n' R 1 |977�J9 / D� �lO TYPE A TYPE 4 1980 1975 1975 1980 84+00 85+00 TOP /��| ��U�� LT - - - '- �]� ��7` _ ~~.~~ .,. Easement 10' S wo|r * If R is 37' Rt th;n |D' SW�e � 6' ��dc�o|� J[ Easement * If R is 37' �t, then 10' Swale no a�nwo|k. lO' Easement- ^ If R is 47' Lt, then 10' Swo|eno Sidcwv�, No Easement ** 14' ,^ Sta. 90+00. 25' from Sto. 90+55.85 to Sta. 99+10' **° Varies �om 14' ot • Sta. 96+00' to 26' ofSh. 9.6+55.86 *~^* C,oyS Slope. on Left side varies from 2% at Sta. 71+50 to • • 1.10% at Sta. 73+00. then bock to 2% ot Ste. 75+00. PROFILE' SCALE' HORIZONTAL: 1"=50' VERTICAL 1"= 5' -0.587 85+00 86+00 86+00 0.5' Bern @ 100' ��v�y ' ' \�` (o nn '2C8' nw�os ' ' ^ Surfacing Depth per table i 5�4 wide Swale hoKwn. LL &t Rt. 'Page 'O of 17 . - ` L-1] below Top of Curb Seed Swale and Berm with Crass. Sc; Note #| sheet 7 of 17 100' V.C. 1OO!\(�� Left Tu - DW 'DW �#8 88+00 14' / 26' ~^ Variss **^ UNION PACIFIC RAI R(l4D Top of Pavement 2 ' 2' 10' 6 • 31' Easement 40' right & |�(� Swale a/u�*o|k y*w* D w'|| 5/ �not of low points uokone Co Std. Type A or 9 0.5' 8c,� - @,) lOO' i`\o,^ ` \tn form ^ 208 ^ swoiea 90+00 / Cement Conurete Sidewalk Spokane County Smn;v,:. Right Cement Concrete Cu/b, Type 8 Spokane County Standard, Left ,1 Right **°*~ Sidewalk on South side od�cen` �n curb from Sto. 96+ 50 to 14 easement is to back of sidewalk ' *^+*A*Chnngeo from 6' «y Sta. 22+ 54.28 to 7' Sta. 59+44.79 and remains 7' to Sta. 87+25. 88f00 90+00 _-- < • 3l' Sidewalk, Drainage & Utility Eosemoot 150' V.C. 150' V.C. 91+00 --~~� ^ 2�8 ^ S OO -- 23+5,0 59+0n - 74+00 74+ 00 - 91f0O 91+ 00 -- • 1 • |2OfO[+- 126�OO |28+OO -- 14g^�5O • 151f50 - 157+80 ~--�-- 91+00 � ---fi - A-- Railroad R/W . / �-'- 1;28~ -Swale Bottom � 92+00 Centerline of ^ 208 ^ Swale--/ L ' -'- l�5O Swale Bottom Sw�o B ttj-/ SURFACNC Fl�]T �v/.. /.�'n,i� '� / ose CI Top Crse Pvt.. CiE CiA 2" '2" Crushed 5urfo6ng, Compacted Depths (V�5.D.O.'[ Spec.) Asphalt Concrete Pavement Chss E �� A. Compacted _Depth A�phalt Content 5 3/4% to 6 1 /��DOT. Sped.) F�CE QrCURB ' CURvE / R��|U� l �EN�T� / TAN�ENT DELTA �TA��N- ` ' DFFS[T_P� | �TA�ON�PT � [T-PT C7O ��VO' 7��5�' 48�O8' 87�5')7^ g9+1O.D0 4��5UR ' �7] b��OO' 2O7D' l45!' ��14'59 �5+OD�0J J4�O R �§+27.8� 1O5O�� 7� �O�0O' 2��7�' {4�5i' 24'�*'5S 38427.SJ 4O�50 R �0+��0 *8�5O R ClO0 ' 7�OO' 2l�g9' lOO'OO'QO^ 97+25 7.DO L �7+25 7�OD R C�O� 7�OO' 21�Sg' l8OI)O'�O 8Q+2g4J 7�C0 L 99+2g�4� 7�OQ R ! 93+00 93+00 D [EXPIRES �-� - 1 +0.50% 95+00 90+00 ' i�U�� [U� /\�� VV/\�� NDRTH �URB �OUTH CURB 5TA�0N VHDT� DEPTH iE� !BERW 5TA�DN vWDTH DEPTH iE� B�R� O4+OO J ' 7'' �SDD�O7 ycS �4+O� 3 ' 7^ lg5G�O7 y2� D5+OO J ' 7^ �979�48 y"� � 5+O0 J ' 7'' l97g�4S yE5 O�+OO J ' 7^ l97��01 yF~ O5+O0 J ' 7^ l97�S1 y ��+5J�TO 3 ' 7^ l97��75�NO O5+53�7O 3 ' 7^ 197 U7+OO 3 ` 7^ �Q7�87| 'r� 87+OO J ' 7^ 797OO7 �- Y[� O8+OO �' 7^ �97g�J7 yF� 8O+OO J ' 7^ l97S�7 �5 D9+OO J ' 7^ ]879�D7� YFS 89+OO �� 7^ |S79��7 yF� 9O+OO ^ J ' 7'' 1g��J4� Y� g��O0 �' 7^ 19�O�]� �� y|+0O 3 ' 7^ l3�O�OJ yE� g1+OO 3 ' 7^ 19�O�0J YFS S�+OO J ' 7^ |97O�94| y'� 92+DO J ' 7^ 1�7��94 -S g�+OU J ' 7~ �977�O4| Y�� 9�+0O �' 7^ 1577��4 yES 9J+7�JO J ' 7` | �877�51 NO g3+7O�70` J ' 7 197T5| NO 94+O0 J ' 7^ 1977.53 vFS S4+OO 3 ' 7^ 1Sr7�53 yE� �5+OO 3 ' 7^ l978��l � yE� 55+D0 �' 7^ lg7O��1 y-r S�+OO J ' 7^ l975��U | Yp� Qh+D0 7 ' 7^ i97D�51 yc� �7+OO 3 ' 7^ 1979�81 Yr ' QO+OO 3 ' 7^ 1S79�51 �F� 8y+OO J ' 7^ �9�O�O� yF� 1U0+O0 | �' 7^ |9�O�J�i \T3 DRY��LL WET�L FRA�� WET4� �RAT� STAO�N OFF3ET TOP � u T,PE 4 �6 ' 57 | U� '� TYPE A TYPE 4 TYP[ 4 g3+9O 4O' L �S77��9 / D� �lO TYPE A TYP[ � TYFE � 9J+g� 4n' � |977�J9 CHECKED BY DR \/�� EXISTING GROUND Charles E. Simpson DATE ///24/17 EXISTING GROUND 97+00 11509 0100 " 225 Transition NOTE: | 98+25: RT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR RT. TURN LANE 85+{)O | ! � 90+OO 97+00 | / Founded 1946 ' Inc. - - ��'� �� y � w" CIVI| ENGINEERS & LAND SURVEYORS - N. 909 ARGONNE ROAD, SPOKANE W&`, 99212-2789 PHONE /509A 926_1322 FAX 509 926-1323 DRAWN BY Michael C. Phillips DATE |PROJECT NO. DRAWING NO. of Way 98+00 REVISION #1 - _7 Edge of Right of' Nay -_� STA: 99+18.00 OFFSET: 46.50 R ER 1980.42 EXISTING GROUND MP 1980.85' 4, • ! NOTIFY THE 4 HRS. PRIOR TO CON ' -�-------r--- ST4: 37+88.27 ' OFFSET: 47.50 R ER 1981.27 semiT iENG'mEp REVISED EASEMENT LOCAllON 99+00 Cl0 [�' Install Concrete New Jersey Barrier or equal c• INDIANA AVENUE STA: 100+03.77 STA: 38+81.58 \ Li EVERGREEN AVEN/ m m o� fi � -' � �o Construction Limits `^ ER / GRAPHIC SCALE (IN FEET) 25 50 100 �] ! i �� , i ~�� STREET .^ .,,,_,_ . pLAN _ PROFILE INDIANA ' AVENUE __ STA. 8 _ 0M l7�>� . - 94+00 .BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE El ELEY = 1986]6 lFO��! OF - - 1975 1980 1975 � 1975 8/14/97 SEC. 10 5+85.96 3' 7" 1978.34 No yEl 77+00 3' 7" 1978.72 s 78±00 3' 7" 1979.12 • - 79+00 3' 7" 1979.52 YES 80+00 3' 7" • ' 1979.92 YES 81+00 3' 7" 1980.32 yrci -- 82+00 3' 7" 1980.72 YES 83+00 3' 7" 1980.63 Yrs 844-00 3' 7" 1980.07 YES 1979.49 . _ . . •• ' 2 I _ 1970 1975 7 Edge o NORTH CURB WIDTH DEPTH I.E. BERM 5' 7" 1970.69 YES 7" 1972.60 YES 7" 19 yEs 7" 1978.60 Right of Way Top Berrn. Swale Bottorn 1.1' below Top of Curb TOP OF CURB RT 4-.1.13 0' Drainage Easement- Centerline of "208" Swale - NOTE : 1: Reverse detail for flow in opposite direction. 2. Delete berrn at low points. • 3. Seed Swale and Berm with Grass. See Note #1 sheet 7 of 17 0' V.C. 69 -P00 +- 7000 SOUTH CURB STATION WIDTH DEPTH I.E. i BERM 69+00 3' 7" 1970.69 Y65 70+00 ,3' 7" 1972.61 71+00 3' 7" 1975.44 72+00 3' 7" 1978.35 73+00 3 7" 1980.23 74+00 3' 7" 1980.04 75+00 3 7 -{' " 1978.82 , 75+85.96 3' 7" 1978.34 77+00 3' 7" 1978.72 78+00 3' 7 " 1979.12 , 79+00 3' 7" 1979.52 80+00 3' 7" 1979.92 81+00 - 7" 9 80 32 Y --/,' 82+00 3' 7"- 1 1980.72 y 83+00 3' 7" 1980.63 Y 84+00 3' 7" 1980.07 1___ 07 y 85+00 _ _i_ 3' 7" 1979.49 [ y 1.5' 1.5 '3. Flow Dirdctio • YFS YES YES YFS Y.E_S _YEs YES YES INDIA AVENUE STA: 73+00 STA: 0+00 MIRABEAU POINT DRIVE 1980.56 Top Ra 11 4 STA: 72+64.75 OFFSET: 58.50 [..N ER 1980.24 Construction Limits --- MP 1980.09 STA' 72+36.51 OFFSET: 34 50 L ER 1979.74 TYPICAL FRONT VIEW : SWALE INLET 2.5' - Centerline of "208" Swale 71+00 \- 31' Sidewalk, Drainage & Utility Easement Fz ' 3 AAsy. cc 0) ' "' ' Ljj v- ' , -13 - --4°- '.; (3- ...:3- - 1 - ...,.. _-- 0 0 0 _ -- - •Ctc -4- CL a: - G - a_ o- - 0 4-- Ill • O) VI r '- ( o ,L. N ill r ` ) C•1 In (3) l'") r) to c•1 0 ci oi N. o) d) di ti 0 ci 6 o ° 3 , co di r!-- h 1-,-- ' co Do co op co ...- c» d) ,,a, _cr,_ _ -41) - di _cdi _01_ cci oi > .-- .- _ v.- .... •c• 1- v- TYPICAL DETAIL : CURB CUT AND SWALE BERM AT 100 FT. INTERVALS i.83 300' V.C. 300' V.C. O Line Centerline Road = 17*1'05" R = 1500.00' T = 231.11' L 458.62' oP �f Berm CURVE "A" = 09'39'17" R T 37.82' L 75.46' STA: 73+46.26 / OFFSET: 91.49 L FR 1981.44 ivIP 1981.00 1981.28 1981.54 \ /To.. Rail /Top Rail 4 STA: 73+83.72 /OFFSET: 46,507 / FR 1980.65 Face. of Curb- PLAN VIEW : SWALE INLET 5.4' 3.3' SIDE VIEW : SWALE INLET 74+00 Driveway ay Curb Dr Sta. 73+25 to 75+55 Rt. 74+00 _______ I. 1 (0_03 0 C.7 0 t, 0 CI • --CI- -------1 -1 - 7 0 0 . 2 ! ;" 1 :.+;. •";. 4-; >. :+1 ). h. +;). ..;>. >: I-- - C N1 1-- 4 a. a_ a- a. a_ a_ to cid ------ co . + co 'w ± co cI4 __--cd- - -4- C N ± 0.1 o -4- - to 1--. oa op co co h 11:) C■1 s. si o r-- ci ci ci di 6 6 h 6 6 a• 6 a) � co co co co co i , oo co co co 0 0) a) IX c) q) 0') C)) CT) a) -,-- o 0) *CD 0) > vv 1.- 1.1.) r- v• .- v- t- ..- .-- -..- v- v.- v.- v-- ILI STA: 75±02.76 OFFSET: 46.50 L 1.56% 313: 75+52 OFFSET: 34. 75+00 -0.74% FACE OF CURB T CURVE I RADIUS LENGTH 7 TANGENT j DELTA 1 STATION-PC OFFSET-PC 0113 7.00' 21.99' • 180'00 69+07.00 7.00 L 0114 68.00' 30.07' 15.29' 25'20'19" 69+50.00 7.00 R 0115 68.00' 27.54' 13.96' 23°1217" 69+ 79.09 0.74 R C116 1.00 3.14 0117 30.00' 40.80' 24.26' 0118 , 4.00 12.57' 0119 40.00' 55.22' 0120 54.16' 7,,-, ir.,,,. 0121 4.50' 12.08 19.35' 01 22 2.00' 3.52' 2.42' 0123 2.00 4.99' 5.96' 0124 7.00' 21.99' 100' V.C. 100' V.C. 100' V.C. 76+00 CN 76+ 1985 D W #27 + 180'00'00" 72+62.53 7.00 L 72+62.53 77°55'13" 72+36.51 34.50 L 72+64.75 180'00 73+04.23 51.59 L 73+11.68 3.3.03 79°05'36" 73+46.26 91.49 L 73+83.72 18.42' 37'33'49" 73+36.14 66.05 L 73+56.47 153'49'04" 73+27.77 65.34 L 73+36.14 100'50'53" 73+23.35 35.39 L 73+25.36 142°53'52" 73+55.49 . 34 56 L: 73+56.47 1E0 73+60,50 7.00 L 73±60.50 77+00 77+00 0.00% 78+00 Top of Pdvement MIRABEAU POINT DRIVE 78-600 \ STA: 0+98.04 OFFSET: .39.50 R ER 1981.44 4 ----4-- , c're te • - - ' . . STA: 0+53.42 OFFS,ET: 40.09 L ER 1980.24- ELEVATIONS - EDGE OF PAVEMENT +0.40% STAT1ON-PT 69+07.00 69+79.09 70+05.87 1 1980.27 €1 1980.45 3 1980.41 4 1980.35 el 1980.17 • 1979.36 10 1979.71 8 1979.86 9 1980.88 0 1980.77 1 1980.42 it) 1980.70 . 1980.65 -0 1980.60 • 1980.62 1981.06 • 1980.42 48 1980.40 DEVELOPERS APPROVAL 79+00 OFFSET-PT Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt. Pavt, Pavt. Pavt. Pavt. 79+00 7. 00 R 0.74 R 5.00 L 5.00 L 58.50 L 50.29 L 46.50 L 38.22 l 66.05 L 33.09 L 38.22 L 7.00 R 80+00 Existing Ground !Existing' Ground!.! 7 TYPE N D LOCATION DRYWELL METAL FRAME METAL GRATE STATION OFFSET TOP ORATE DW #27 TYPE 4 TYPE 4 TYPE 4 75+90 40' i 1978.19 DW #28 TYPE A TYPE 4 TYPE 4 1 , +90 40' R 1978.21 Surfacing and paving UNION PACIFIC RAILROAD 1- - 81+00 82+00 31' Sir Drainage & Utility Easement C CROWN 4: 4' MIRABEAU POINT DRIVE NOTE: Rough ..grade to be established .from edge of India Avenue :to South' Railroad Right Of W ay. will be betwee ER's along Indiana Ave. Raised . : ; channelization shall Se installed in con with extensibn of \, Point ct a a date. 82+00 100 V.C. 100' V.C. 100 V.C. 83+00 83+00 - • Centerline of "208" Swole.--/ • • - • 819 .13R AS-S CAP " • • • • . TOP OE. WINGWALL SE CORNER OF SULLIVAN 6045 BRIDGE • ELEV. 1986.16 • CALL BEFORE YOU DIG 456-8000 ONE CALL NUMBER 48 HR. NOTICE REQUIRED 84+00 85+00 84+00 Driveway_ Curb Sta. 84+45 to 84+ Rt. Edge of Right of Nay- 1 - 0. PERMIT REQUIRED!_ NOTIFY THE PERMIT ENGINEER 450.3600 1 4 HRS. PRIOR TO CONSTRUCTION TOP OF CURB TOP OF CURB GRAPHIC SCALE (IN FEET) 25 50 100 - PROFILE SCALE HORIZONTAL: 1"=50' VERTICAL : 1"= 5' 1980 1975 1980 N. DRAWN BY I CHECKED BY Foun vmpson CIVIL ENGINEERS 909 ARGONNE. ROAD, PHONE (509) 926-1322 Michael C. Phillips Charles E. Simpson ded 1946 Engineers, Inc. & LAND SURVEYORS SPOKANE WA., 99212-2789 FAX (509) 926 DATE DATE 4/30/97 PROJECT NO. H12. 11509 DRAWING NO. 5 OF 17 REVISION #2 ADDED CURB DROPS 73+25 TO 73+55 & 84+45 TO 84+75 ---11-----F CROWN LINE MCP 9/26/97 REVISION #1 REVISED EASEMENT LOCATION SULLIVAN MCP18/14/97 CURB CUT AND SWAiLE BERM 1-- -- - NORTH CURS _ C - _ SOUTH CURB STATION' WIDTH DEPTH I.E. BERM STATION WIDTH DEPTH I.E. BERM 19 +00 3' 7 1967.90 Y S 22.8 7 12.87' 65'31'51" `31'51" 63 +48.90 34.50 R 28+20.75 20 +00 3' 7" 1967.50 yc 5 54`1 3'40" 28 +2'- _ 18.00 R 29 +uy.32 18.01 R 21 +00 3' 3' 7" 7 " 1967.10 1966.7D y 202.10' 7, 5 1 4-1 1 /4Q" G 5 7 34.50 R 29+09.32 18.00 L 22 +00 23 +00 3' 7" 1966.30 yc' 58 +92.75 3' 7" 1966.22 NO 60 +00 3' 7" 1966.72 1967.34 YES YES yp5 61 +00 3' 7" 62 +00 3' 1967.96 . 65 +00 66 +00 6' 3' 7" 7" 1967.79 1967.39 _ 1967._4 YES YES YE.� Na„, 64 +0G' 3 7" 1968.19 y+-S Y[,-:S YES NO 65+00 3' - 1967.79 66 t 3' _ 7" 7" 196 7.39 1967.24 66+51.67 3 66 + 7 � , �" 67+00 3' 7" 1967:41 Y -as y-S 6 +00 3' 7" 1967.41 YES 68-+ 00 3' , " 7 1968.84 68 +00 3' 7" 1968.84 YES 69 +00 3' 1970.69 y•5 69+00 3' 7" 1<: YES 7 0 +00 3' 7" 1972.56 y 70 +00 3' 7" 1972.56 YES - CURB A CE CURB __ _ __ F � OFFSET -PT CURVE RADIUS 1 LENGTH 1 TANGENT DELTA _ I STATION-PC ' OFFSET -PC 1 STATION - -PT 097 20 00' 22.8 7 12.87' 65'31'51" `31'51" 63 +48.90 34.50 R 28+20.75 18.00 R C98 8' G 5 54`1 3'40" 28 +2'- _ 18.00 R 29 +uy.32 18.01 R C99 20, OO 89 202.10' 7, 5 1 4-1 1 /4Q" G 5 7 34.50 R 29+09.32 18.00 L C) J > C C- Li_ c2 +2 4 0+00 1975 O 1970 .1965 1970 1970 1970 P.0.0: eDONA.LD ROAD CROWN LINE �1PP 69.0 +48.9.0 'set 34 5DRi • IUGF;.t' � ER 1969.09 TOP OF CURB LT 1965 CROWN LINE 1965 to a) to X \ TOP OF CURB 1965 O O ci c0 PROFILE SCALE HORIZONTAL: 1"=50' VERTICAL: '17=5'_ 28 +00 r/ 0 . 00 54.85' NO2'39'11" W 0 +00 S � ± Name to co 0 O Ni- ro + 7 +0.51% • 177.60' i � zti � r , }\ o.) fl‘ `L j o �c� Sta. t 3 McDONALD ROAD ` (ice() t, 93.5' +0.81 Existing Ground Gravel from ER to Sta, 1 +15 Centerline Profile 4 +5 Cen t,- ne Road \ 78 °41'49" R = 93.58' % T == 6.72_' 28.53' +0.81% .6 2�c atop S / 5968 5 - l ER 1969.1.5 rt x28.53 lib r8+ 5 Existing Curb to be removed CURB STATIONING • • RT CURB STATIONING 29 +00 0 < , N. ' c io O: c 0' k 102.43' Proposed Profile- 7 to 0 0) 1;66 109.04' \ , Construction Li its Ste 1+15 1 +00 (NI CTS • 1969.57 0 tr) vi O . x 0 0 tf if) a y + a) a) 1970 +'.03 % N ._. 1965 X1970. 1965 to tb - 1970 1965 «i N- + 0 >r o a'._ .._- 0.00%; 0 ill ai t` t t+j N. 0) O a) W 40 ' Exittir g Asphalt frt969 50 1970 2 +00 0) m 00 +2..1 Ex. Ground 1965 624 - '31.00'. O 1970 rn Ex. , Ground 1965 1970 Ex:: Ground 1965 1970/ Ex. Ground - 1.47% 1965• 4 +00 1970 a) - 0.64% ;.S N 7 N N N co m e ""i 0 0 to to O ai � - -- o ° -0.72% . -'Ex. Ground -� • OLD INDIANA 1965 28+91.03 .. 61+77.94 a) 0 U a • as 60+ 66.64 60 ±03, 33 R/W 2" Gravel (Top Course) a C 0 0 C .. O rn > O C a C c-3' ° 1970 v C a.- v C 0, 1970 O 1)- > , Q . 0' v 1970 1965 1965 1965 C'' 1970 C 0 0 , + Int 1965 1970 15' 13.5'* 1 0 '' 2% McDONALD ROAD 0 +5465 to 1+15 a aw cu 1965 5 +00 58 +00 1975 TOP OF CURB LT t� 1970 -0.40% 1965 1970 1965 1965 D' r N n! 711 + as 1 2% 23 +00 19,;3' - - - L halt -' to c o co CROWN LINE -0.40% TOP OF CURB RT 1970 -0.40% Top of 1 R/W i i * Gravel varies in width from 13.5' a end of radius to 10' at Sta. 1 +15. - North line of County U, • DW 4 Existina Double Barrel Drywell With Type n 2, Metal Grate Sta. 23 +50 _ (Spokane Co.) 100;' - -V. C. N ao . 00 o . C 0 L0 (6;45 CO (0 (0 0 0) ' a_ a) 0) Existing Pavement C° 67 Q? + X Drivewa Aproach to be remove() Edge of Right of Wa'y- M to 0 a) to N 0 rn 0 0 .:.. 0 0 a_ • to to 0) N I f � *Overlay Exist ing Asphalt t� tn. 0 to + a)` rn tc r- Existing Curb ' 0 -v v C v - 0 to '- 0 , tr) 59 +00 .Catch Basin, Type 1 Right of 'Nay / Spokane County Standard Metal Frame, Type 1 sa Metal Orate, Type 2 Top of Orate, Elev. 1966.10 'In('ert Elev. 1963.10 Sta. 59 +50, 40' Left 60 +00 Extend Driveways to new curb '' r Install County Standard A -7 driveway app -oaclo LE. in 1964.1„ r -D)/ #3 ' 968.28 l I EXPIRES 07/17/991 C., 20 SF /( 1.00% • West x _ az� *Overlay Lxis Existing) Single Elarrel Drywell With Type 3, Metal Crate Sta. 26-+ 00 (Spokane Cc ) DR'OA TYP 4 N ItCN.I - - T DRY�tELL METAL FRAME LlETAL dRATE 1 STAIN OF 1 TOP GRATE DW 3 r i _ .._ - D'�, TYPE TYPE 4 I. a + ;1_! 1966.89 CB -7 TYPE 1 i _TYPE 1 1 TYPE 2 L F 5 a0' L 966.10 __CB #4 EXISTING B 1 TYPE 2 TYPE 2 159 + I 34.5'R • DW #5 TYPE A TYPE 4 TYPE 4 66 +25 40' L 1967.12 DW #6 TYPE A TYPE 4 TYPE 4 6 +2 = 40' R _ 1967.12 CB I TYPE 1 I TYPE 1 I TYPE 2 66 +25 C 6.3 R, 1966.00 +0.62 % +0.49 % R T +0.42% • 196.3.90 61 +00 "W line of McDonald Road- Construction Lim Centerline Crown 11`06'3 1158.14' 112.62' 224.54' Centerline Road _) = 11°15'11" R = 188'7.27' 1 _ 1 86.76' 372.31' ER 1969.37 MP 1968.91 O a U '3 Sta. 61 +86.17 1+ Offset 34.508 5 - ER 1968.45 o - -- -�°e I I :.:62 +_00 L =372.31' L =224 -.54 _ .. �., - tn "_' 158, 14' Crown Line - - 968.06 - 1968.32 l Existing A La be removed 1 Existing Driveway Aoroach�l t o 6 rttveCl 1 1 ° l "9 1968.79 >hal + % / /i r Extend Driveways to new curb Install County Standard A-7 driveway approach! l *Overlay Existing Asphalt- 0 to + W 00 0 62 +00 Z 0 4. C0 Gyp 7-7 MP 1969.03 Sta. 63 +48.90 / - 7O f. -.-.3 5-OR -� ER 1968.97 --- ER 1969.09 t lo, Cross Gutter Type 2 ,Spokane County Standard Ex fisting Drivewa}r y�cc I ' - -1 remo - .8 E Curb 1\ --1967.97 CO N CO t0 + N W East R/W line of McDonald Road 62 +23.41 P.O.C. INDIANA , AVENUE I = 0 +00 McDONALD ROAD 0 I • a I 1 E ' -.1 1969.02 0) ai O N C° CO CO CO to � � (0 co ER 1969.57 Iv1P 1969.14 Sta. 62 +58.28 Offset 34.50R / ER 1968.91 i Exising Fir Hydrant \-. *Overlay Existing Asphalt * NOTE: Extension of existing driveways to new curbline will be done by 2" 'asphalt concrete pavement Class "A;" overlay with crushed surfacing top course in areas in which new grade will change greater than ne', asphalt thickness. 63 +00 112.92' t - ° O M co 100' V. 0 ai CO 0) ai O a) 100' V.C. 63 +00 iti (0 0 ( UU, ai Mai ai 0 0 0 CD 0) 0) q) .-0, - 100 V.C. 5' Curb Cut - *Overlay Existing Asphalt 0 a) .... to tot) co oo Co tz r- tD co 0) oved v . a 0 C C� DEVELOPERS APPROVAL 0 0 a_ n CO 1969. UNION PAUFIC RAILROAD & Stop Sign\ cv I ca 65+00 Sta. 64+57.77 Offset 34 ER 1968.54 1969.14 Existing Ground HP 1968.85 Construct Wheelchair Ramp County Standard A-5 (typ) 1969.57 IC -0.40% DRAAN BY CHECKED BY 12" PVC 21 SF • • - o il ?I__ IE in 1966.62, IE out 1966.37 - cp Fond Bottom Elev. Spokane County Standard Metal Frame, Type 1 & Metal Grate, Type 2 Top at Grate Elev. 1966.00 co co 65+00 66+00 Michael C. Phillips Charles E. Sim • son Pori: D B \ ot#t,a5rn Er. 69+ co co Co DATE DATE to -J CO co CO ay co co OO CO CO CO CV OD Existing h CO (JD co co CO 67+00 4/22/97 PROJECT NO. 11/2.9497 11509 Cente line of "208" Swale CO cci to N co CO co co co r- Founded 1946 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD SPOKANE WA., 99212-2789 PHONE (509) 926-1322 FAX 509) 926-1323 10' Drainage asement DRAWING NO. 4 OF 17 co co PERMIT REQUIRED! co cci co REVISION #1 Centerline Road R = 1500.00' I = 246.96' = 489.52' Edg Right of Wav cst , 31' Sidewalk, lirairpa-a-e - Centerline of "208" Swale TRU NOTIFY THE PERMIT ENGINEER REVISED EASEMENT LOCATION CALL BEFORE YOU DIG 456-8000 ONE CALL NUMBER 48 HR. NOTICE REQUIRED Ground Existing Ground 68+00 69+00 Edge a BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN! ROAD BRIDGE Right of Way 1 • GRAPHIC SCALE (IN FEET) 25 50 100 a) - 1970 TOP OF CURB LT to co 0 CRO CN r., K5 1970 70+00 MCP 1965 N LINE 1965 1970 TOP OF CURB RT SULLIVAN PAR< CENTER STREET PLAN PROFILE INDIANA AVENUE - STA. 59+00 TO STA. 70+00 McDONALD AVENUE OLD INDIANA AVENUE UNION PACIFIC RAILROAD tt 964 la t.E• 0u 1963 - Si ng\e. Barrel Drv�wel\, - T p A S p o k ar e C o v nth Si arn_d a' - ck o t Metal Cov ._;(- 9. pe. Top of Grate , Elev: ,t9C°GS Sta, 5 (r ewlov e. Conskrvc-F Cr v,b arc\ Single Barre\ Drywel►,Type A Sp,ok°:re Cou:ity 5tandard Metal Frame., Tyype 4 o So \'\a Metat Cover, T Top of 'Grate, Elev: 1968? e Sta. 16 18 ft. \e-Ft -te Cv.rb arc\ Gutter, VAN Gov�cre Type B -- ___------- Ex�s'�\rg Edge o Povem�nt� EXISTING 1 _ 16 - - Mo-x Bldg. CatcA P�asivi Type 1 Spokav,e Couh�y ` S - 1 - avxdard C�ieta1' Frame.,`t' 1 avla Meta\ Gra�e., -e.,1* - co? of C�ra titev. 1968 Iv\\terk •1ev. 19GG o 3 5+.o... 16+ So 40 r c�. test .00 1.E: IN 19669_ , I.E. onT 1965 83 E DRYWELL. METAL FRAME METAL GRATE STATION OFFSET TOP GRATE D� #2 "g y p A T So\Id Cover IG-t5o 18' \e Ft 1968. 8 Catch Basin T 1 Type t "Cpe 2 16+ so 40' 1a k 19(08.03 D # 3 Typ A Type 4 Sold Cvver 59+50 19' \efk 1956.89 Ca ch Basin �.`3pe l T 1 Type 2 59 + 5o 4o \ e�C-r: 1966.10 B 4 Type B Type 2 T 2 23t 50 34 5'r;3 - Xts in Singte Barrel Drywell w/ Ty 3 , Me Grate Sta. zt + oo (Spok. Co.) HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FuLL LINE WTELEDYNE PRINTED IN U.S.A. Co. 6a5ivi T l Spokane. Govont3 Skondard Mei Frame. `t 1; aid Meta\ Grate., 2 To. of - Invert �\ev. 1 9G4 - ` - Sta. 59A-50, 4-o -Ft_ \eft c I � 1 -1 - I I I ®I I 1- t�l�I- I_II�I 1 1 T 1 -I 3o' v o co Ci I O'9 CC I o + • Z c N O ol+ r 0 d t_ N !,..1 tD I V a t U c� 2 F I 1 ' • o s a? 63 +75.09 I a�a ' Ex. Double Bar w / Type z IMe - ta1 1 r 1 5-t- 23+50 (SP ° Gra-}. K• Co.) � WOK I H CuF : CU iB CUTS 8 SWALE _BERM STATION WI dTH DEPTH INV. ELEV. \3 +00 4: 1 1969:52 14tao {968.90 15too t9G8.5o 16+00 4' 7" C968.Io iltoo 4' 7 1968 -So \8 t o0 1" I9G8.3o 19 + oo 7" 196'7. 90 20-1--00 3' 1 " {967 -5o 2t -\ o0 1961. to 22+ o0 7" t96G.7o Z3too - 7" 19G6.3o 23{ 39.22 1 7 " 1966:22 6ofoo 3' 7" 1966.72. G l t o0 3' 7' 19G�.34 6z+oo 3' _7 1967.96 G4 +oo 3` 7 1968.19 OXy Fresh C ENTERLINE CROWN il° 06`3/° R n 1158.14 T _ 112.62 L ° 2 24.54 6 11 ° 18 , 11 „ R = 1887.272 T = 186.76 L = 372.31 La± a h C reeK W inert'. Ex: F.H Bus. Forms GRAPHIC SCALE 50 100 ( IN r'EgT ) 1 inch = 50 ft N 87 °22'26 "E 64 r 229.53' 'Cb \ cre. ke Gutter F x is +in Er13P 4 VrkiemeY11 )C1 p 0 0 c ! u -` - 7 MEM 111.1=1111.1.11111 1=11111.1..1111.111111111.111111==.11111MINIMMIIIIIMMEN 111111.1111 - T R = ®011111•El 1111111111111111111111111111111111111111•111111111111111111 MEM MEI ME Mil v 111.11111111111 1111111111111 ' • MIWORMINIMIAMIN 11 MN= 111111 IIIIII 111111111111111 >J IINIIIIIIIIMINIMENIIIMINIMIIIIIIMIMMIIIMINIIINIMMINIMINIIIMMININIMININIIMIIIMI NMINNIMINNIMIIMMIMINNIIIIINI11111■11■1111111111111111111•1•11111■••••••=111•111 •11111•11 110111•IMMIIIIIINIMMINIMINIMINIII■ �� ∎ ®■∎ ∎ ∎�� ∎� ∎ ∎� ∎■ •∎ ■• ∎s�� ∎∎ ��•� ∎� ∎ ∎��NI��M�� E� �N• >� �,. _ �® = �� ® �� ®�e�� •11 NM �•111 O_�� ■o•∎■® ®- r, M - e�� ®��- ∎ ∎ ∎ ∎ ∎ - ∎O ®l �� -�� o■ a ��N•nwm*��w!w M� , ®�� ®�� ® liavialk• » a:r ��:c•ri!I��M�■�I S i■� ®� ■��■�•1Io•a IIINCEEMESIMBEI■MININNI M1111•1•1•11111=1•111111111•11111=1•111111111111 MEM 111111 IIIIIII MI MEM IMO MI o�� ® ®s�� ® ■��■■�I•�MI�■�� Ims 1111111111111111111111111111111111111111= =MN 1111111111111ML'r` Mill 1•V /Ai1 O MNI .!!!JI1t "4 f r.. VII NI 1•:511 t ' -IIIIIIIIIIIIIIIIsmt T e 1ummiso!■111111111111111111111111111111111111111111111111111111111111111e11111111111111 111111111111111111111111111111111 ® 111 ILM ntAILlall J•.=.a>ll„LLnl 1• 111UMI 111111111111111111111111 !111111111111111•1111111111111e WI 1 117,1 TT! 11114/'T"T1'!7:TT'IMIll PAIN �® 11111111111111111111111111111111111 ��O��S��e, APtI MA`[I1I VkW flAIP'v44 !MNIII irl lfINI IIIIIIIIIIIIIIIIIIIIIIIIIIIIII En IIIII�� IR e ► CCR S M� YOR S MEM � rNINI=I 01- ]Mr.11 ►11112111N. -r.7SI1 11111•11111111111111111111111111111111111. IMINE111111111111111111111111111111111M11 ...4.7r71111rs•fnr�.r./r.7 •1e•11111111111111111111111111111 �� • - I►k1ll1I!O►1/ 1 /!\U II I ,41 ®11111 g.��l.��.L.L�� 1 �rIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIMI -wlww-w i!!!_ i !1111111111•w 11!/ MNMMMOMMMMM®IIIIIIIIIIIIIIIIIIIIIIIIIIIIIO 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111W -T S^ 7E*_rL•f_T:siminromNMW :m 81111. 1111111111111111111111111111111- L' 7: �L�I1111111111111•11O L'1iL==e {•SIONILil=1321=1 aumpumeni mom. i r-- GlT'l��•1 1 • 4 UNION PACIFIC RAILROAD tt 964 la t.E• 0u 1963 - Si ng\e. Barrel Drv�wel\, - T p A S p o k ar e C o v nth Si arn_d a' - ck o t Metal Cov ._;(- 9. pe. Top of Grate , Elev: ,t9C°GS Sta, 5 (r ewlov e. Conskrvc-F Cr v,b arc\ Single Barre\ Drywel►,Type A Sp,ok°:re Cou:ity 5tandard Metal Frame., Tyype 4 o So \'\a Metat Cover, T Top of 'Grate, Elev: 1968? e Sta. 16 18 ft. \e-Ft -te Cv.rb arc\ Gutter, VAN Gov�cre Type B -- ___------- Ex�s'�\rg Edge o Povem�nt� EXISTING 1 _ 16 - - Mo-x Bldg. CatcA P�asivi Type 1 Spokav,e Couh�y ` S - 1 - avxdard C�ieta1' Frame.,`t' 1 avla Meta\ Gra�e., -e.,1* - co? of C�ra titev. 1968 Iv\\terk •1ev. 19GG o 3 5+.o... 16+ So 40 r c�. test .00 1.E: IN 19669_ , I.E. onT 1965 83 E DRYWELL. METAL FRAME METAL GRATE STATION OFFSET TOP GRATE D� #2 "g y p A T So\Id Cover IG-t5o 18' \e Ft 1968. 8 Catch Basin T 1 Type t "Cpe 2 16+ so 40' 1a k 19(08.03 D # 3 Typ A Type 4 Sold Cvver 59+50 19' \efk 1956.89 Ca ch Basin �.`3pe l T 1 Type 2 59 + 5o 4o \ e�C-r: 1966.10 B 4 Type B Type 2 T 2 23t 50 34 5'r;3 - Xts in Singte Barrel Drywell w/ Ty 3 , Me Grate Sta. zt + oo (Spok. Co.) HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FuLL LINE WTELEDYNE PRINTED IN U.S.A. Co. 6a5ivi T l Spokane. Govont3 Skondard Mei Frame. `t 1; aid Meta\ Grate., 2 To. of - Invert �\ev. 1 9G4 - ` - Sta. 59A-50, 4-o -Ft_ \eft c I � 1 -1 - I I I ®I I 1- t�l�I- I_II�I 1 1 T 1 -I 3o' v o co Ci I O'9 CC I o + • Z c N O ol+ r 0 d t_ N !,..1 tD I V a t U c� 2 F I 1 ' • o s a? 63 +75.09 I a�a ' Ex. Double Bar w / Type z IMe - ta1 1 r 1 5-t- 23+50 (SP ° Gra-}. K• Co.) � WOK I H CuF : CU iB CUTS 8 SWALE _BERM STATION WI dTH DEPTH INV. ELEV. \3 +00 4: 1 1969:52 14tao {968.90 15too t9G8.5o 16+00 4' 7" C968.Io iltoo 4' 7 1968 -So \8 t o0 1" I9G8.3o 19 + oo 7" 196'7. 90 20-1--00 3' 1 " {967 -5o 2t -\ o0 1961. to 22+ o0 7" t96G.7o Z3too - 7" 19G6.3o 23{ 39.22 1 7 " 1966:22 6ofoo 3' 7" 1966.72. G l t o0 3' 7' 19G�.34 6z+oo 3' _7 1967.96 G4 +oo 3` 7 1968.19 OXy Fresh C ENTERLINE CROWN il° 06`3/° R n 1158.14 T _ 112.62 L ° 2 24.54 6 11 ° 18 , 11 „ R = 1887.272 T = 186.76 L = 372.31 La± a h C reeK W inert'. Ex: F.H Bus. Forms GRAPHIC SCALE 50 100 ( IN r'EgT ) 1 inch = 50 ft N 87 °22'26 "E 64 r 229.53' 'Cb \ cre. ke Gutter F x is +in Er13P 4 VrkiemeY11 )C1 p 0 0 c ! u -` - 7 MEM 111.1=1111.1.11111 1=11111.1..1111.111111111.111111==.11111MINIMMIIIIIMMEN 111111.1111 - T R = ®011111•El 1111111111111111111111111111111111111111•111111111111111111 MEM MEI ME Mil v 111.11111111111 1111111111111 ' • MIWORMINIMIAMIN 11 MN= 111111 IIIIII 111111111111111 >J IINIIIIIIIIMINIMENIIIMINIMIIIIIIMIMMIIIMINIIINIMMINIMINIIIMMININIMININIIMIIIMI NMINNIMINNIMIIMMIMINNIIIIINI11111■11■1111111111111111111•1•11111■••••••=111•111 •11111•11 110111•IMMIIIIIINIMMINIMINIMINIII■ �� ∎ ®■∎ ∎ ∎�� ∎� ∎ ∎� ∎■ •∎ ■• ∎s�� ∎∎ ��•� ∎� ∎ ∎��NI��M�� E� �N• >� �,. _ �® = �� ® �� ®�e�� •11 NM �•111 O_�� ■o•∎■® ®- r, M - e�� ®��- ∎ ∎ ∎ ∎ ∎ - ∎O ®l �� -�� o■ a ��N•nwm*��w!w M� , ®�� ®�� ® liavialk• » a:r ��:c•ri!I��M�■�I S i■� ®� ■��■�•1Io•a IIINCEEMESIMBEI■MININNI M1111•1•1•11111=1•111111111•11111=1•111111111111 MEM 111111 IIIIIII MI MEM IMO MI o�� ® ®s�� ® ■��■■�I•�MI�■�� Ims 1111111111111111111111111111111111111111= =MN 1111111111111ML'r` Mill 1•V /Ai1 O MNI .!!!JI1t "4 f r.. VII NI 1•:511 t ' -IIIIIIIIIIIIIIIIsmt T e 1ummiso!■111111111111111111111111111111111111111111111111111111111111111e11111111111111 111111111111111111111111111111111 ® 111 ILM ntAILlall J•.=.a>ll„LLnl 1• 111UMI 111111111111111111111111 !111111111111111•1111111111111e WI 1 117,1 TT! 11114/'T"T1'!7:TT'IMIll PAIN �® 11111111111111111111111111111111111 ��O��S��e, APtI MA`[I1I VkW flAIP'v44 !MNIII irl lfINI IIIIIIIIIIIIIIIIIIIIIIIIIIIIII En IIIII�� IR e ► CCR S M� YOR S MEM � rNINI=I 01- ]Mr.11 ►11112111N. -r.7SI1 11111•11111111111111111111111111111111111. IMINE111111111111111111111111111111111M11 ...4.7r71111rs•fnr�.r./r.7 •1e•11111111111111111111111111111 �� • - I►k1ll1I!O►1/ 1 /!\U II I ,41 ®11111 g.��l.��.L.L�� 1 �rIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIMI -wlww-w i!!!_ i !1111111111•w 11!/ MNMMMOMMMMM®IIIIIIIIIIIIIIIIIIIIIIIIIIIIIO 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111W -T S^ 7E*_rL•f_T:siminromNMW :m 81111. 1111111111111111111111111111111- L' 7: �L�I1111111111111•11O L'1iL==e {•SIONILil=1321=1 aumpumeni mom. i r-- GlT'l��•1 1 ROVE £95!3+ 4. 40499 T Ru PERMIT REQUIRE NOTIFY THE PERMIT ENGINEER 456.360Q 1 4 LIPS PRIOR TO CONSTRIFCTI£ DRAWN BY CHECKED BY Michael C. Phillips Charles E. Simpson DATE DATE PROJECT NO. 1150.9 Founded 1946 so i eers I nc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 PHONE (509) 926 -1322 FAX (509) 926 -1323 GRAPHIC SCALE (IN FEET) 200 400 800 = 400' PROJECT NO. 11509 C31' 87.92 R et, Type bttom 1 42 +00 P 1987.38 Drainage E Bement 15' tility Eaement\ Por1d Botto STA: 143 +54 POND BOTTOM Elev. 1984 DW #20 340.22' N81'15'36 "W STA: 136 +20.81 OFFSET: 40.50 R ER 1986.84 1990 9967 1 EXPIRES 07/17/99 I 1985 TOP OF CURB LT 1990 1985 STA: 136+74.18, OFFSET: 52.50 R STA: 136 +45.84 OFFSET: 46.11 R CROWN LINE Utility & Signage Easement Edge of Right of Way 137 +00 INDIANA AVENUE MALL ENTRANCE # NORTH. ENTRANCE # STA: 136 +27.51 OFFSET: 40.50 L LOW POINT 1986.40 CURB C UT AND SWALE BERM NORTH CURB SOUTH CURB STATION WIDTH DEPTH I.E. BERM STATION WIDTH DEPTH I.E. BERM 136 +27.51 3' 7" 1985.82 NO 137 +50 4' 7" 1986.43 YFS 138 +50 4' 7" 1986.93 YFS 139 +50 4' 7" 1987.55 Y ES 143 +50 5' 7" 1986.63 YFS 144 +50 4' 7" 1986.13 YFS 144 -1-98.07 3' 7" 1986.01 NO 145 +50 3' 7" 1986.15 YES 146 +95 5' 7" 1987.21 NO 147 +00 4' 7" 1986.76 YFS 148 +00 3' 7" 1987.78 YFS 148+00 8' 7" 1987.30 YFS W #14 �N STA: 138 +63.05 INDIANA AVENUE ' I TH ENTRANCE # STA: 138 +49.35 OFFSET: 52.50 R ER 1987.75 Construction Limits to ER/ / STA: 139 +02.96 OFFSET: 109.50 R Curb Inlet, Type. 2 MP 1987.61 138 +00 Q_ INDIANA 57 ° 15'36" R = 955 T 521.33' L 954.40' FACE OF CURB CURVE RADIUS' LENGTH TANGENT DELTA STATION-PC 1 OFFSET STATION -PT OFFSET -PT C24 45.00' 136 +20.81 40.50 R C25 1.00' 3.14' 180'00'00" 136 +02.04 11.00 R 136 +02.04 13.00 R C26 .50.00' 82.91' 54.58' 95'00'37" 136 +27.50 40.50 L C27 4.00' 12.57' < 180'00'00" 029 30.00'_. 35.03' 19.82' 66'53'58" 138 +49.35 52.50 R C30 30.00' 56.58' 41.33' 108'03'02" 139 +34.23 40.50 R C31 69,00' 43.93' - 22.74' 36 °28'33" 139 +39.56 11.00 R 139 +80.66 1.63 L C32 71.00' 39.36' 20.20' 31'45'47" 139 +80.66 140+18.11 13.00 L C33 71,00' 45.20' 23.40' 36'28'33" 139 +39.56 13.00 R 139 +81.78 0.02 R C34 69.00' 38.25' 19.63' 31'45'47" 139 +81.78 0.02 R 140 +18.11 11.00 L C35 1.00' 3.14' 180'00'00" 141 +70.16 13.00 L 141 +70.16 11.00 L C36 50.00' 74.69' 46.29' 85'35'03" 141 +50.40 40.50 R C38. 50.00' 75.07' 46.65' 86'01'38" 142 +98.30 40.50 R C39 1.00' 3.14' 180'00'00" 142 +75.69 11.00 R 142 +75.69 13.00 R 040 50.00' 53.59' 93 °58'22" 143 +10.87 40.50 L C42 50.00' 83.20' 54.89' 95'20'35 141 +34.95 40.50 L C43 78.00' ., 45.04' 23.17' 33'05'15" 145 +35:22 11.00 R 145 +77.80 1.65 L 044 70.00' 40.42' 20.79' 33'05'15" 145 +77.80 1.65 L 146 +16.01 13.00 L C45 80.00' 46.20' 23.76' 33 °05'15" 145 +35.22 13.00 R 145 +78.89 0.03 R C46 68.00' 39.2 20.20' 33'05'15" 145 +78.89 0.03 R 146+16.01 11.00 L W \ #15 0B # 1 46 STA: 0 +91.48 OFFSET: 15.00 R ER 1987.31 STA: 138 +91.54 OFFSET: 75,48 R NOTE: ! STA. 139 +00 TO STA. 140 +00 LT. TOP OF CURB R FVATIONS_HA.VE_AFEN__ ADJUSTED FOR ,CROWN _ SHIFT .46%� NOTE-: ST-A: 139+00 -TO STA: 140 +00 c CURB ELEVATIONS HAVE BEEN ADJUSTED' FOR CROWN SHIFT i ao 0 - 9g% -31' Sidewalk, 'Drainage & Utiltiy Easement --Edge of Right of Way 24" PVC Storm Sewer STA: 140 +75 7 F�ES9 75 4 ET: 76.00 3 L\ FL 1 Higl'f�P nt ° ta. 140 + e E-0-(c) `aseegt' r P. • ottom 24" PVC Storm Sewe - -r- Ele . 1'°85.30 STA: '140 _75 ---- rt m OFFSET: 80.00 R �.u s:-erit 'FL 1977.00 Drainage Easement STA: 139 +60.81 , OFFSET: 58.00 R STA: 141 +31.07/ STA: 139+68.56 OFFSET: 58.00 - OFFSET; 83,21 R Pond Cattom Ele . 1985.40 ST STA: 139 +34.23 OFFSET: 40.50 R ER 1988.41 STA: 141 +50.40 139 +00 140 +00 STA: 14 OFFSET: MP 1987.75 +42.75/ 116.24 R ER 1987.00 STA: 142 +24.00 / OFFSET: 87.41 R STA: 142 +24.00 _ - OFFSET: 112.41 R 100'' V.C. 100'! V.C. Drainage Easement Pond Bottom Elev. 1986.80" Curb Cut, Type 1 4' wide , 8" deep' Invert Elev. 1987.71 'STA: 141 +34.95 OFFSET: 40.50 L 1 --- _E .,,R 1989.05 ER 1988.38 \ MP 1n377° ,- dY struction imits t -0.50% w 24" PVC Storm Sewer (future) m under Lt. curb FL 1975.55 156 LF of 24" PVC at 1.20% - 0.50 %I 141+00 24" IPVC Storm Sewer (future) under centerline FL 1976.044 \156 LF of 24" PVC at 1.20% 24" !.PVC Storm Sewer (future) under Rt. curb FL 1976.53 X 56 LF of 24" PVC at 1.20% DW #16 \. Construction Limits to ER \68.08 142 +00 FACE OF CURB CURVE RADIUS. LENGTH TANGENT - DELTA 1 STATION-PC STATION -PT 30.00' 47.12' 30.00' 90 °00'00 - 146 +05.00 40:50 L 30.00 30.00 90 °00'00 55.00' 93.56 62.68' 9727'54" 48.23 L 1.00' 180'00'00" 149 +27.46 13.00 L 149 +27.46 11.00 L 55.00' 77.73' 46.95' 80'58'35" 148 +96.03 40.50 R 50 +80.84 53.00 L 12.58' 15.43' 144'06'05" 146 +73.81 40.50 R 174.00' 4.31' 02'50'27" 149.00' 17.75' 8.89' - 06'49'37" 50.00' 20.97' 10.64' 24'01'48" 146 +15.04 52.50 R . 146 +35.40 56.83 R 74.50' 24.86' 12.55' 19'07'17" 149 +25.33 45.02 L 1 +38.85 65.75 L C57 2.50' 6.50' 148 °59'50 65.75 L 52 +31.97 35.82 L C58 2.50' 4.70' 3.42' 107 °36'12 149 +43.73 42.50 L 52 +12.06 36.36 L C59 1.50' 132'39'32" 149 +25.33 45.02 L 149 +26.43 - 42.50 L C61 55.00' 67.87' 39.01' Ex. Curb 150 +56.6/ 52.50L C62 1.00' • 3.14' 180'00'00" 150 +56.23 11.00 R 150 +56.23 13.00 R C63 55.00' 103.29' 75.15' 107'36'12" 50 +30:67 43.61 R 151 +21.10 40.50 R C64 68.00' 30.09' 15,30' 25 °21'22 " - 151 +99.85 52.50 L 152 +28.97 45.95 L C65 68.00' 28.79' 14.61' 24 °15'26" 152 +28.97 C66 71.50' 19.35' 15'30'21" 50 +83.05 48.71 R 150 +70.43 45.06 R C67 1.50' C110 68.00' 0112 125.00' C68 2.50' 4.70' 3.42' 107'36'12" 44;16 R 150 +52.10 42.50 -R 069 2.50' 5.80' 133 °02'02" 50 +83.05 48.71 R 50 +84.79 44.47 R C103 1.00' 3.14' 180°00'00" 50 +96.31 11.50 L 50 +96.31 13.50 L C108 68.00' 26.94' 13.65' 22'41'53" 136+20.81 40.50 R 136 +45.84 46.11 R 30.74' 15.64' 25'54'01" 136 +45.84 46.11 R 136 +74.18 52.50 R 28.78' 0111 68.00' 28.78' 1 4.61' 24'14;59 143 +26.23 46.50 R 143 +54.16 52.50 R 32.09' 14.61' 16.13' 24'14'89" 14'42'34 146 +35.40 56.83 R 150 +70.43 45.06 R 46.50 R ER 1988.38 MP 1987.90 CB #20 \-DW #18 OFFSET: 52.50\R -Curb I le , Tye 2 \ STA.: 143 +26.23 ER 1987.0 OFFSET: 46.50 R TA: 142 +24.00 FFSET: 111.39 R STA: 142 +24.00 Ci INDIANA AVENUE NORTH ENTRANCE #2 \ STA: 142 +90.22 SOUTH ENTRANCE #1 OFFSET: 110.58 R 143 +00 C60 4.90' 1 STA: 142 +98.30 OFFSET: 40.50 R ER 1987.75 STA: 142 +90.22 OFFSET: 75.00 R STA: 143 +10.87 1 OFFSET: 40.50 L 0.50 %' 31' Sidewalk, Drainage 15.78' asemen 144 +00 STA: 144 +08.46 OFFSET: 75.00 I STA: 144 +08.46 10' Drainage Easement DOC.# 9011290307 125.56' Drainage Easement _ 184'28'11 100' V.C. 100" V.C. 145 +00 ConstructionilLi -mi s toy ER 1113.5 13 5 ER 1988.25 / ''o , MP 1987.78 -- STA -+46 1 05.00 - DW #19 OFFSET: 40.50_L -\ 52 +27.44 & Utility Easement NI I Curb Inlet, Type 2 Sta. 145 +05.36 Invert - Elev. 1985.7 STA: 145 +76.79 OFFSET: 93.00 R +0.54% " onstructiim ifts to outh end handiba STA: 146 +15.04 / / OFFSET: 52.50 R ER 1986.88 STA: 146 +35.40 OFFSET: 40.50 R NOTE: STA. 145 +50 TO STA. 146 +05 LT. TOP OF CURB ELEVATIONS HAVE BEEN ADJUSTED FOR: CROWN' SHIFT +1:65% 2.07 R 52 +27.55 146 +00 11.86 R STA: 146 +95.00 N Tr OFFSET: 40.50 L LOW POINT - gh ER 1987.79 Ar r.I: n V Amur 147 +00 STA: 146 +50.00 INDIANA AVENUE NORTH ENTRANCE #1 ER 1988.25 MP 1988.00 - MP 1987.45 ER 1987.70 Top of Curb +0.54% CATCH BASINS CB. #20 CATCH - BASIN TYPE _#1 TYPE #1 TYPE #1 METAL FRAME TYPE #1 TYPE #1 METAL GRATE TYPE #2 TYPE #2 TOP GRATE 1985.80 PIPE TO DRYWELL 12" HDPE 15 LF 1985.90 12" HDPE 33 LF TYPE #2 1985.65 12' HDPE 11 LF TYPE #1 I TYPE # TYPE #2 1985.00 12" HDPE 36 LF E(CB) -` !E(DW) 83.50 - 81.40 83.20 80.90 83.10 80.80 82.30 - 81.94 STATION 139 +19 141 +69 142 +68 145 +20 OFFSET SLOPE 105' RT 14.00% 7.00% 20.90% 1.00% DRYWELL TYPE AND LOCATION DRYWELL METAL FRAME METAL GRATE STATION OFFSET TOP GRATE DW #14 TYPE A TYPE 4 TYPE 4 136 +50 48' L 1985.70 DW #15 TYPE A TYPE 4 SOLID COVER 139 +20 98' R - 1987.18 DW #16 TYPE A TYPE 4 TYPE 4 141 +80 120' L 1987.30 DW #17 TYPE - A TYPE 4 SOLID COVER 141 +90 105' R 1986.76 DW #18 TYPE A TYPE 4 SOLID COVER 142 +58 105' R 1986.60 DW #19 TYPE A TYPE 4 I TYPE 4 145 +20 48' L i 985.89 DW #20 TYPE A TYPE 4 SOLID COVER 145 +20 44' R 1986.27 DW #21 TYPE A TYPE 4 TYPE 4 1 L.7 +25 48' L 1987.09 DW #22 TYPE A TYPE 4 TYPE 4 146 +85 45' R 1986.50 FACE OF CURB Ia 1 \ LINE DIRECT DISTANCE ' 14 ' 114 L2 N01'16'29 "E 19.92' 1....: � L3 881'15'36 "E 17.29' \ I N 4 L4 S73'S2'S9 "E 17.27' I II - L5 N0 °29'11 "W 14.91' I 1 _ ' o' STA _52 +71.98 OFFSET: 48.23 L ER 1988.33 Edge of Right of Way 32' Sidewalk, Drainage & Utility Easement STA: 148 +70.54 OFFSEI: 40.50 L\ ER 1988.74 OFFSET: 40.50 - P" ER 1988.40 S TA TE R /'W C MP 1989 148 +00 STA: 50 +80.84 Existing West cu ER 1990.54 Existing Drywel DRAWN BY Michael C. Phillips DATE 6/19/97 CHECKED BY Charles E. Simpson DATE itIL44 97 BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 oi Founded 1946 soy ears Inc. 9 CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA:, 99212 -2789 PHONE (509) 926 -1322 FAX (509) 926 -1323 149+00 150 +00 DRAWING NO. 10 of 17 STA: 149 +90.22 Indiana Ave. STA: 51 +60.39 Sullivan Rood - - - o co Q_ o • • acs !474 PERMIT .., REQUIRED! NOTIFY THE PERMIT ENG1Ni ER'' - - - -- - - -- ------------------- 456360O 56.3 '4 HRS. PRIOR TO CONSTRUCTION STA: 52 +41.97 Existing East curb ' R 1989.01 REVISION #2 REVISION #1 MP 1988.89 MP 1990.24 NOTE : Sidewalk to be adjacent to ' curb, clan South side Sta. 101 +75 - -to 146 +50. NOTE :_1)-- Striping to conform to M.U:T.C.D. 2) Plastix imbedded in asphalt instead of paint - NOTE Utilities shall be relocated prior to construction. 19' Sidewalk, Snow Storage Utiltiy & Signage Easement ng Drywell 50 +30.67 ET: 43.61 R 991.32 STREET INDIANA AVENUE 151 +00 ONE CALL NUMBER 48 HR. NOTICE REQUIRED STA: 151+99.85 STA: 152+ 56:79 OFFSET: 39.41 L 0 FFSET: 52.50 L STA: 1 +21.10 OFFSET: 40.50 R ER 1989.16 -0.42% REVISED EASEMENT & POND LOCATIONS Edge of Right of Way STATE R/W GRAPHIC SCALE (IN FEET) 0 25 50 100 1990 TOP OF CURB LT REVISION # Modified CB locations, - Added CB Table CROWN - LINE 1985 152 +00 REVISED TRAFFIC ISLAND NW CORNER SULLIVAN & INDIANA 1990 1990 TOP OF CURB RT MCP 110/4/97 MCP18/14/97 MCP16/19/97 CURB CUT AND SWALE BERM NORTH CURB SOUTH CURB STATION WIDTH DEPTH BERM STATION • WIDTH DEPTH BERM TYPE 4 157 +50 40' L 1984.74 152 +00 6' 7" Y S 153 +00 7' 7" YES 153 +00 3' . 7" YES 154 +00 3' 7" YES 154 +00 3' 7" YES 155 +00 3' 7" YFS 155 +00 3' 7" YES 156 +00 3' 7" YFS 45.02 L 149 +38.85 65.75 L C57 157 +00 3' 7" YFS 149 +38.85 65.75 L 52 +31.97 35.82 L 157 +60 1.4' 7" 3.42' 107'36'12" 149 +43.73 42.50 L 52 +12.06 DRYWELL TYPE AND LOCATION FACE OF CURB DRYWELL I METAL FRAME METAL GRATE STATION OFFSET TOP GRATE DW #23 TYPE A TYPE 4 TYPE 4 157 +50 40' L 1984.74 DW #24 TYPE A TYPE 4 TYPE 4 155 +50 40' R 1986.15 FACE OF CURB LINE DIRECTION DISTANCE L2 N01'16'29 °E 19:92' L3 S81 °15'36'E 17.29' L4 S73'52'59 "E 17.27' -, L5 NO1'29'11 °W 14.91' L6 . 508'03'22 "W 12.44' FACE OF CURB CURVE RADIUS LENGTH TANGENT DELTA I STATION -PC I OFFSET -PC STATION -PT I OFFSET -PT C49 55.00' 93.56' 62.68' 97'27'54" 148 +70.54 40.50 L 52 +71.98 48.23 L C50 1.00' 3i4' 180'00'00" 149 +27.46 13.00 L - 149 +27.46 11.00 L C51 55.00' 77.73' 46.95' 80 °58'35" 148 +96.03 40.50 R 50 +80.84 53.00 L C56 74.50' 24.86' 12.55' 19 °07'17" 149 +25.33 45.02 L 149 +38.85 65.75 L C57 2.50' 6.50' 9.01' 148 °59'50" 149 +38.85 65.75 L 52 +31.97 35.82 L C58 2.50' 4.70' 3.42' 107'36'12" 149 +43.73 42.50 L 52 +12.06 36.36 L C59 1.50' 3.47' 3.42' 132 °39'32" 149 +25.33 45.02 L 149 +26.43 42.50 L C60 4.90' 15.78' 125.56' 184 °28'11" 52+27.44 2.07 R 52 +27.55 '11.86, R C61 55.00' • 67.87' 39.01' 70 °41'58" 52 +41.97 Ex. Curb 150 +56.67 52.50 L C62 1.00' 3.14' 180'00'00" 150 +56.23 11.00 R 150 +56.23 13.00 R. C63 55.00' 103.29' 75.15' 107 °36'12" 50 +30.67 43.61 R 151 +21.10 40.50 R C64 68.00' 30.09' 15.30' 25'21'22" 151 +99.85 52.50 L 152 +28.97 45.95 L C65 68.00' 28.79' 14.61' 24'15'26" 152 +28.97 45.95 L 152 +56.79 39.41 L C66 71.50' 19.35' 9.73' 15'30'21" 50 +83.05 48.71 R 150 +70.43 45.06 R C67 1.50' 3.53' ' 3.61' 134'52'06" 150 +69.37 42.50 R 150 +70.43 45.06 R C68 2.50' 4.70'. 3.42' 107 °36'12" 50 +99,70 44.16 R 150 +52.10 42.50 R C69 2.50' 5.80' 5.75' 133'02'02" 50 +83.05 48.71 R 50 +84.79 44.47 R C75 150.00' 52.27' 26.40' 19'57'59" 152 +50.24 10.03 R 153 +01.28 0.03 R C76 150.00' 58.03' 29.38' 22 °09'52" 153 +01.28 0.03 R 153 +58.07 9.96 L C77 80.00' 42.36' 21.69' 30'20'05" 155 +13.09 8.00 L 155 +53.57 2.37 R C78 3.00' Q 7.92'' 11.71' 151'15'46" 155 +53.57 2.37 R 155 +52.13 8.00 R C79 3.00' 7.05' 7.18' 134'39'53" 155 +95.74 2.89 L 155 +97.87 8.00 L C80 110.00' 10.72' 5.36' 05'35'02" 155 +95.74 2.89 L 156 +02.91 5.08 R 081 8.00' 7.05' 3.77' 50'27'35" 156 +02.91 5.08 R 156 +09.10 8.00 R C82 5.00' 5.56' 3.11' 63'43'21" 155 +84.02 35.50 R 6 +63.76 11.10 R C83 80.00' 18.39' 9.23' 13 °10'05" 6 +67.76 11.10 R 6 +80.30 9.52 R C84 3.00' 5.47' 3.88' 104'33'43" 6 +71.20 15.00 L 156 +19.52 35.50 R C85 385.00' 58.92' 29.52' 08'46'07" 6 +83.64 15.00 L 7 +44.86 15.00 L C86 4.00' 9.84' 11.28' 140'56'22' 7 +44.86 15.00 L C87 117.00' 76.74' 39.81' 37'34'44" C88 4.00' 9.81' 11.13' 140'28'42" 156 +88.67 35.50 R C89 1364.50' 67.40' 33.71' 02'49'49" 156 +19.52 35.50 R 156 +88.67 35.50 R C90 1392.00' 110.26' 55.16' 04'32'19" 156 +09.10 8.00 R 157 +20.00 8.00 R C91 8.00' 25.13' 180'00'00" 157 +20.00 8.00 R 157 +20.00 8.00 L C92 1408.00' 122.83' 61.45' 04'59'53" 155 +97.87 8.00 L 157 +20.00 8.00 L C103 1.00' 3.14' 180'00'00" 50 +96.31 11.50 L 50 +96.31 13.50 L Top Pavement 1990 TOP OF CURB _LT 1985 1990 1985 Type "M" Curb NOTE:. Construct Type "M Curb, dowel into existing pavement. (� Remove existing curb and sidewalk on left side of Sullivan from Station 49 +79.98 to 54 +05.16. Remove existing curb and sidewalk on right side of Sullivan from Station 48 +70.19 (S. end existing) to 52 +41.97: Sawcut asphalt 5' from face of new curb Station 49 +79.96 Left to 'Station 50 +80.84 Left. Sawcut asphalt 5' from face of new curb Station 3 +84.37 Left to Station 50 +64.34 Right. Drywell grate to be adjusted both horizontally and vertically to meet new curb. Pedestrian push button pole and junction box to be relocated behind the new sidewalk. Light pole to be relocated behind new sidewalk. PROFILE VIEW TOP OF CURB RT - -- - PROFILE SCALE HORIZONTAL: 1"=50' 1990 - VERTICAL;. STA: 48 +20.39 Sullivan Road SEAT 707 rT5` FFa mp STA: 3 +25.86 E -NS Ramp Existing Type "M" Curb Begin Type "M" Curb STA: 48+48.89 Existing Type "M "curb 1996.11 Curve Data 0 = 35'52'03..4" R = 600.00' T = 194.19' L = 375.60' P.C. 4 +84.61 48 +00 0 co 0 c Begin Type "M" Curb g STA: 49+08.84 Existing Type "M "curb 1994.57 \ STA: 49 +79.98 Existing West curb 1992.26 .0' Curb opening Remove existing ;Island lying outside new curb l \ STA: 3 +89:19 OFFSET: 37.19 L \STA: 3 +84.37 OFFSET: 32.82 L \ ER 1995.05 Remove Existing Aspha STA: 4 +13.46 OFFSET: 25.46 L Sawcut Asphalt \ STA: 4 +65.67 Install Concrete New Je OFFSET: 46.65 R Barrier or equal ER 1994.45 � STA: 48 +85.47 04 50 +0c S00.17'9, STA: 151 +21.10 OFFSET: 40.50 R ER 1989.16 STA: 152 +00.00 AP OFFSET: 40.50 R STA: 50+80.84 OFFSET: 53.00 L 1990.54 STA: 148 +96:03 OFFSET: 40.50 R 1988.40 Existing Asphalt MP 1989.83 MP 1990.24 STA: 151 +99.85 OFFSET: 52.50 L MP 1988.89 - 1 .2490 1111111111111111111111 1111111111111111111111111111111111 52 +41.97 Existing East curb \ ER 1989.01 \ STA: 149 +90.22 Indiana Ave. STA: 51 +60.39 Sullivan Road Existing Asphalt Top of Existing Curb & Sidewalk -0.40% Existing Asphalt STA: 53 +74.52 OFFSET: 41.21 L 1987.54 54 +00 �.- BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 STA: 54+05.16 Existing West Curb 1987.42 STA:. 54 +39.35 South end of Bridge Sidewalk 1990 Install Cement Concrete Sidewalk Spokane County Standard 1985 Varies(3) Varies(4) Install Cement Concrete Curb, Type B Spokane County Standard Existing Existing \ Existing Asphalt Curb & Sidewalk Install 9" of Crushed Surfacing* & 4" of Asphalt Concrete Pavement ** from edge of existing pavement to new curb SULLIVAN ROAD STATION 52 +00 TO STATION 54 +00 1 .50' 13' - •_ Varies(2) Construct Type "M" Curb Spokane Co. Std. dowel into existing pavement. Existing Asphalt Varies * ** (EXPIRES 07/17/991 Existing Curb & Sidewalk (1) Varies from 4.63' Left of Centerline to 4.63 ' Right of Centerline (2) Varies from 2.00' to 9.79' (3) Varies from 6.82' to 8.26' (4) Slope varies 2 to 4.5% (existing). * Crushed Surfacing, Compacted Depth ( W.S.D.O.T. Spec.) Asphalt Concrete Pavement, Class E & A Compacted Depth Asphalt Content 5 3/4% to 6 1/4% (W.S.D.O.T. Spec.) Sidewalk 1985 1990 51+00 52 +00 53 +00 1990 STA: 50 +30.67 OFFSET: 43.61 R ER 1991.32 DRAWN BY CHECKED BY Existing Asphalt Install Cement Concrete Sidewalk Spokane County Standard, Left & Right Sawcut asphalt 5' from face of new curb Station 49 +79.98 Left to Station 50 +80.84 Left. MP 1990.24 STA: 151+21.10 OFFSET: 40.50 R ER 1989.16 Michael C. Phillips Charles E. Simpson STATION 48 +50 TO STATION 51+00 DATE DATE SULLIVAN ROAD • Existing Asphalt Construct Type "M" Curb Spokane Co. Std. dowel into existing pavement. ..._ 6/19/97 PROJECT NO. 1117-44,7 11509 ER 1990.60 ER 1990.55 ER 1990.40 im p son E Inc. Founded 1946 CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 FAX 509) 926 -1 PHONE (509) 926 -1322 926-1323 DRAWING NO. SULLIVAN ROAD 12 OF 17 ER 1989.25 989.20 1989.56 4 . ff •( ER 1988.80 1" = 20' 13,5 3 MP 1989.00 STA: 52 +71.98 OFFSET: 48.23 L ER 1988.33 NOTIFY THE " 4 f . sw of 24 i -iris. PPi '' To f.ONS "RUCTIOi " z 0 D C REVISION #2 REVISION #1 Install Cement Concrete Curb, Type B Spokane County Standard, Left & Right Sawcut asphalt 5' from face of new curb Station 3 +84.37 Left (E -NS Ramp) to Station 50 +64.34 Right. 18.65' at Sta. 48 +85.47 to 15.61 at Sta. 50 +30.67 I'�� STA: 148 +70.54 OFFSET: 40.50 L ER 1988.74 REVISED EASEMENT LOCATION REVISED TRAFFIC ISLAND NW CORNER SULLIVAN & INDIANA MCP MCP 8/14/97 6/19/97 STREET PLAN PROFILE SULLIVAN ROAD : INDIANA AVENUE INTERSECTION SEC. 11,. 12, 13 & 14, T. 25 N. R. 44 FACE OF CURB LINE _. DIRECTION DISTANCE L2 N01 °16'29 "E 19.92' L3 S8115'36 "E 17,29' L4 S73'52'59 "E_ 17.27' L5 N01'29'11 "W 14.91' L7 NO3'11'01 "W 31.19' Top Pavement 1990 TOP OF CURB _LT 1985 1990 1985 Type "M" Curb NOTE:. Construct Type "M Curb, dowel into existing pavement. (� Remove existing curb and sidewalk on left side of Sullivan from Station 49 +79.98 to 54 +05.16. Remove existing curb and sidewalk on right side of Sullivan from Station 48 +70.19 (S. end existing) to 52 +41.97: Sawcut asphalt 5' from face of new curb Station 49 +79.96 Left to 'Station 50 +80.84 Left. Sawcut asphalt 5' from face of new curb Station 3 +84.37 Left to Station 50 +64.34 Right. Drywell grate to be adjusted both horizontally and vertically to meet new curb. Pedestrian push button pole and junction box to be relocated behind the new sidewalk. Light pole to be relocated behind new sidewalk. PROFILE VIEW TOP OF CURB RT - -- - PROFILE SCALE HORIZONTAL: 1"=50' 1990 - VERTICAL;. STA: 48 +20.39 Sullivan Road SEAT 707 rT5` FFa mp STA: 3 +25.86 E -NS Ramp Existing Type "M" Curb Begin Type "M" Curb STA: 48+48.89 Existing Type "M "curb 1996.11 Curve Data 0 = 35'52'03..4" R = 600.00' T = 194.19' L = 375.60' P.C. 4 +84.61 48 +00 0 co 0 c Begin Type "M" Curb g STA: 49+08.84 Existing Type "M "curb 1994.57 \ STA: 49 +79.98 Existing West curb 1992.26 .0' Curb opening Remove existing ;Island lying outside new curb l \ STA: 3 +89:19 OFFSET: 37.19 L \STA: 3 +84.37 OFFSET: 32.82 L \ ER 1995.05 Remove Existing Aspha STA: 4 +13.46 OFFSET: 25.46 L Sawcut Asphalt \ STA: 4 +65.67 Install Concrete New Je OFFSET: 46.65 R Barrier or equal ER 1994.45 � STA: 48 +85.47 04 50 +0c S00.17'9, STA: 151 +21.10 OFFSET: 40.50 R ER 1989.16 STA: 152 +00.00 AP OFFSET: 40.50 R STA: 50+80.84 OFFSET: 53.00 L 1990.54 STA: 148 +96:03 OFFSET: 40.50 R 1988.40 Existing Asphalt MP 1989.83 MP 1990.24 STA: 151 +99.85 OFFSET: 52.50 L MP 1988.89 - 1 .2490 1111111111111111111111 1111111111111111111111111111111111 52 +41.97 Existing East curb \ ER 1989.01 \ STA: 149 +90.22 Indiana Ave. STA: 51 +60.39 Sullivan Road Existing Asphalt Top of Existing Curb & Sidewalk -0.40% Existing Asphalt STA: 53 +74.52 OFFSET: 41.21 L 1987.54 54 +00 �.- BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 STA: 54+05.16 Existing West Curb 1987.42 STA:. 54 +39.35 South end of Bridge Sidewalk 1990 Install Cement Concrete Sidewalk Spokane County Standard 1985 Varies(3) Varies(4) Install Cement Concrete Curb, Type B Spokane County Standard Existing Existing \ Existing Asphalt Curb & Sidewalk Install 9" of Crushed Surfacing* & 4" of Asphalt Concrete Pavement ** from edge of existing pavement to new curb SULLIVAN ROAD STATION 52 +00 TO STATION 54 +00 1 .50' 13' - •_ Varies(2) Construct Type "M" Curb Spokane Co. Std. dowel into existing pavement. Existing Asphalt Varies * ** (EXPIRES 07/17/991 Existing Curb & Sidewalk (1) Varies from 4.63' Left of Centerline to 4.63 ' Right of Centerline (2) Varies from 2.00' to 9.79' (3) Varies from 6.82' to 8.26' (4) Slope varies 2 to 4.5% (existing). * Crushed Surfacing, Compacted Depth ( W.S.D.O.T. Spec.) Asphalt Concrete Pavement, Class E & A Compacted Depth Asphalt Content 5 3/4% to 6 1/4% (W.S.D.O.T. Spec.) Sidewalk 1985 1990 51+00 52 +00 53 +00 1990 STA: 50 +30.67 OFFSET: 43.61 R ER 1991.32 DRAWN BY CHECKED BY Existing Asphalt Install Cement Concrete Sidewalk Spokane County Standard, Left & Right Sawcut asphalt 5' from face of new curb Station 49 +79.98 Left to Station 50 +80.84 Left. MP 1990.24 STA: 151+21.10 OFFSET: 40.50 R ER 1989.16 Michael C. Phillips Charles E. Simpson STATION 48 +50 TO STATION 51+00 DATE DATE SULLIVAN ROAD • Existing Asphalt Construct Type "M" Curb Spokane Co. Std. dowel into existing pavement. ..._ 6/19/97 PROJECT NO. 1117-44,7 11509 ER 1990.60 ER 1990.55 ER 1990.40 im p son E Inc. Founded 1946 CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 FAX 509) 926 -1 PHONE (509) 926 -1322 926-1323 DRAWING NO. SULLIVAN ROAD 12 OF 17 ER 1989.25 989.20 1989.56 4 . ff •( ER 1988.80 1" = 20' 13,5 3 MP 1989.00 STA: 52 +71.98 OFFSET: 48.23 L ER 1988.33 NOTIFY THE " 4 f . sw of 24 i -iris. PPi '' To f.ONS "RUCTIOi " z 0 D C REVISION #2 REVISION #1 Install Cement Concrete Curb, Type B Spokane County Standard, Left & Right Sawcut asphalt 5' from face of new curb Station 3 +84.37 Left (E -NS Ramp) to Station 50 +64.34 Right. 18.65' at Sta. 48 +85.47 to 15.61 at Sta. 50 +30.67 I'�� STA: 148 +70.54 OFFSET: 40.50 L ER 1988.74 REVISED EASEMENT LOCATION REVISED TRAFFIC ISLAND NW CORNER SULLIVAN & INDIANA MCP MCP 8/14/97 6/19/97 STREET PLAN PROFILE SULLIVAN ROAD : INDIANA AVENUE INTERSECTION SEC. 11,. 12, 13 & 14, T. 25 N. R. 44 FACE OF CURB CURVE RADIUS LENGTH TANGENT DELTA STATION -PC OFFSET -PC STATION -PT j OFFSET -PT C49 55.00' 93.56' 62.68' 97'27'54" 148 +70.54 40.50 L 52 +71.98 ;- 48.23 L C50 1.00' 3.14' 180'00'00" 149 +27.46 13.00 L 149 +27.46 11.00 L C51 55.00' 77.73' 46.95' 80'58'35" 148 +96.03 40.50 R 50 +80.84 53:00 L C56 74.50' 24.86' 12.55' 19'07'17" 149 +25.33 45.02 L 149 +38.85 65.75 L 057 2.50' 6.50' 9.01' 148 °59'50" 149 +38.85 65.75 L 52 +31.97 35.82 L C58 2.50' 4.70' 3.42' 107'36'12" 149 +43.73 42.50 L 52+12.06 36.36 L C59 1:50' 3.47' 3.42' 132'39'32" 149 +25.33 45.02 L 149 +26.43' 42.50 L C60 4.90' ' 15.78' 125.56' 184 °28'11" 52 +27.44 2.07 R 52 +27.55 11.86 R C61 55:00' 67.87' 39.01' 70'41'58" 52 +41.97 Ex. Curb 150 +56.67 52.50 L C62 1.00' 3.14' 180 °00'00" 150 +56.23 11.00 R 150 +56.23 13.00 R C63 55.00' 103.29' 75.15' 107 °36'12" 50 +30.67 43.61 R 151 +21.10 40.50 R C64 68.00' 30.09' 15.30' 2521'22" 151 +99.85 52.50 L 152 +28.97 45.95 L C66 71.50' 19.35' 9.73' 15'30'21" 50 +83.05 48.71 R 150 +70.43 45.06 R C67 1.50' 3.53' 3.61' 134 °52'06" 150 +69.37 42.50 R 150 +70.43 45.06 R 068 2.50' 4.70' 3.42' 107 °36'12" 50 +99.70 44.16 R 150 +52.10 42.50 R C69 2.50' 5.80' 5.75' 133'02'02" 50 +83.05 48.71 R 50 +84.79 44.47 R C93 55.00' 21.71' 11.00' 22'36'51" 53 +53.49 46.02 L 53 +74.52 41.21 L C94 84,00' 31.68' 16.03' 21'36'18" 53 +74.52 41.21 L 54 +05.16 Ex. Curb C95 195.96' 30.12' 15.09' 08'48'22" 53 +62.59 3.02 R 53 +92.43 0.80 L C96 180.51' 30.12' 15.10' 09'33'43" 53 +92.43 0.80 L 54 +22.28 Ex. Curb C102 100:00' 7.78' 3.89' 04'27'30" 53 +23.66 4.69 R 53 +31.44 4.60 R C103 1.00' 3.14' 180'00'00" 50 +96.31 11.50 L 50 +96.31 13.50 L C104 150.00' 61.67' 31.28' 23'33'23" 49 +08.84 1.00 R 49 +68.79 11.50 L 0105 150.00' 61.67' 31.28'• 23'33'23" 48 +48.89 13.50 R 49 +08.84 1.00 R C106 13.50' 42.41' 180'00'00" 48 +48.89 13.50 L 48 +48.89 13.50 R C107 55.00' 37.44' 19.48` 39'00'00" 48 +51.13 59.63 R 48 +85.47 46.65 R Top Pavement 1990 TOP OF CURB _LT 1985 1990 1985 Type "M" Curb NOTE:. Construct Type "M Curb, dowel into existing pavement. (� Remove existing curb and sidewalk on left side of Sullivan from Station 49 +79.98 to 54 +05.16. Remove existing curb and sidewalk on right side of Sullivan from Station 48 +70.19 (S. end existing) to 52 +41.97: Sawcut asphalt 5' from face of new curb Station 49 +79.96 Left to 'Station 50 +80.84 Left. Sawcut asphalt 5' from face of new curb Station 3 +84.37 Left to Station 50 +64.34 Right. Drywell grate to be adjusted both horizontally and vertically to meet new curb. Pedestrian push button pole and junction box to be relocated behind the new sidewalk. Light pole to be relocated behind new sidewalk. PROFILE VIEW TOP OF CURB RT - -- - PROFILE SCALE HORIZONTAL: 1"=50' 1990 - VERTICAL;. STA: 48 +20.39 Sullivan Road SEAT 707 rT5` FFa mp STA: 3 +25.86 E -NS Ramp Existing Type "M" Curb Begin Type "M" Curb STA: 48+48.89 Existing Type "M "curb 1996.11 Curve Data 0 = 35'52'03..4" R = 600.00' T = 194.19' L = 375.60' P.C. 4 +84.61 48 +00 0 co 0 c Begin Type "M" Curb g STA: 49+08.84 Existing Type "M "curb 1994.57 \ STA: 49 +79.98 Existing West curb 1992.26 .0' Curb opening Remove existing ;Island lying outside new curb l \ STA: 3 +89:19 OFFSET: 37.19 L \STA: 3 +84.37 OFFSET: 32.82 L \ ER 1995.05 Remove Existing Aspha STA: 4 +13.46 OFFSET: 25.46 L Sawcut Asphalt \ STA: 4 +65.67 Install Concrete New Je OFFSET: 46.65 R Barrier or equal ER 1994.45 � STA: 48 +85.47 04 50 +0c S00.17'9, STA: 151 +21.10 OFFSET: 40.50 R ER 1989.16 STA: 152 +00.00 AP OFFSET: 40.50 R STA: 50+80.84 OFFSET: 53.00 L 1990.54 STA: 148 +96:03 OFFSET: 40.50 R 1988.40 Existing Asphalt MP 1989.83 MP 1990.24 STA: 151 +99.85 OFFSET: 52.50 L MP 1988.89 - 1 .2490 1111111111111111111111 1111111111111111111111111111111111 52 +41.97 Existing East curb \ ER 1989.01 \ STA: 149 +90.22 Indiana Ave. STA: 51 +60.39 Sullivan Road Existing Asphalt Top of Existing Curb & Sidewalk -0.40% Existing Asphalt STA: 53 +74.52 OFFSET: 41.21 L 1987.54 54 +00 �.- BM BRASS CAP TOP OF WINGWALL SE CORNER OF SULLIVAN ROAD BRIDGE ELEV. = 1986.16 STA: 54+05.16 Existing West Curb 1987.42 STA:. 54 +39.35 South end of Bridge Sidewalk 1990 Install Cement Concrete Sidewalk Spokane County Standard 1985 Varies(3) Varies(4) Install Cement Concrete Curb, Type B Spokane County Standard Existing Existing \ Existing Asphalt Curb & Sidewalk Install 9" of Crushed Surfacing* & 4" of Asphalt Concrete Pavement ** from edge of existing pavement to new curb SULLIVAN ROAD STATION 52 +00 TO STATION 54 +00 1 .50' 13' - •_ Varies(2) Construct Type "M" Curb Spokane Co. Std. dowel into existing pavement. Existing Asphalt Varies * ** (EXPIRES 07/17/991 Existing Curb & Sidewalk (1) Varies from 4.63' Left of Centerline to 4.63 ' Right of Centerline (2) Varies from 2.00' to 9.79' (3) Varies from 6.82' to 8.26' (4) Slope varies 2 to 4.5% (existing). * Crushed Surfacing, Compacted Depth ( W.S.D.O.T. Spec.) Asphalt Concrete Pavement, Class E & A Compacted Depth Asphalt Content 5 3/4% to 6 1/4% (W.S.D.O.T. Spec.) Sidewalk 1985 1990 51+00 52 +00 53 +00 1990 STA: 50 +30.67 OFFSET: 43.61 R ER 1991.32 DRAWN BY CHECKED BY Existing Asphalt Install Cement Concrete Sidewalk Spokane County Standard, Left & Right Sawcut asphalt 5' from face of new curb Station 49 +79.98 Left to Station 50 +80.84 Left. MP 1990.24 STA: 151+21.10 OFFSET: 40.50 R ER 1989.16 Michael C. Phillips Charles E. Simpson STATION 48 +50 TO STATION 51+00 DATE DATE SULLIVAN ROAD • Existing Asphalt Construct Type "M" Curb Spokane Co. Std. dowel into existing pavement. ..._ 6/19/97 PROJECT NO. 1117-44,7 11509 ER 1990.60 ER 1990.55 ER 1990.40 im p son E Inc. Founded 1946 CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 FAX 509) 926 -1 PHONE (509) 926 -1322 926-1323 DRAWING NO. SULLIVAN ROAD 12 OF 17 ER 1989.25 989.20 1989.56 4 . ff •( ER 1988.80 1" = 20' 13,5 3 MP 1989.00 STA: 52 +71.98 OFFSET: 48.23 L ER 1988.33 NOTIFY THE " 4 f . sw of 24 i -iris. PPi '' To f.ONS "RUCTIOi " z 0 D C REVISION #2 REVISION #1 Install Cement Concrete Curb, Type B Spokane County Standard, Left & Right Sawcut asphalt 5' from face of new curb Station 3 +84.37 Left (E -NS Ramp) to Station 50 +64.34 Right. 18.65' at Sta. 48 +85.47 to 15.61 at Sta. 50 +30.67 I'�� STA: 148 +70.54 OFFSET: 40.50 L ER 1988.74 REVISED EASEMENT LOCATION REVISED TRAFFIC ISLAND NW CORNER SULLIVAN & INDIANA MCP MCP 8/14/97 6/19/97 STREET PLAN PROFILE SULLIVAN ROAD : INDIANA AVENUE INTERSECTION SEC. 11,. 12, 13 & 14, T. 25 N. R. 44 CH ANN ELIZATI ON GENERAL NOTES PAVEMENT MARKING DIMENSIONS SHOWN ARE TO CENTER OF STRIPE OR TO FACE OF CURB AND MEDIAN BARRIER. WHERE STOP BARS AND CROSSWALKS ARE INDICATED, ALL LANE STRIPES AND GORE (RELATIVE TO THE DIRECTION OF TRAFFIC FLOW) SHALL TERMINATE AT EITHER THE CROSSWALK OR STOP BARS UNLESS OTHERWISE SHOWN. ALL TRAFFIC ARROWS AND TRAFFIC LETTERS INDICATED SHALL BE CENTERED WITHIN THE INTENDED TRAFFIC LANES FORMED BY THE LANE LINES. PLACEMENT OF TRAFFIC ARROWS AND LETTERS WILL BE AS PER WSDOT STD PLAN H -3a: CROSSWALKS AND STOP : BARS SHALL BE CONTINUOUS ACROSS ALL TRAFFIC LANES, AS SHOWN, AND PERPENDICULAR OR RADIAL TO THE DIRECTION( OF TRAFFIC, UNLESS OTHERWISE NOTED: CROSSWALK LINES ARE SPACED 9' APART AND STOP BAR IS 4' BEHIND CROSSWALK. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PREFORMED PLASTIC MATERIAL MEETING WSDOT SPECIFICATION. (A LIST OF PREAPPROVED MATERIAL SOURCES IS AVAILABLE). 2 ±00_ 19 +00 3 +00 20 +00 #11 R8 -3a BEGIN PROJECT 5 +00 BEGIN LANE STRIPE 0 4" LANE STRIPE (PER WSDOT STD. PLAN H -3). 12" GORE STRIPE (PER WSDOT STD PLAN H -5). 03 16" WHITE CROSSWALK. 04 24" WHITE STOP BAR. 05 TWO -WAY LEFT TURN STRIPE (PER WSDOT STD.PLAN H -3a). 06 TRAFFIC ARROW (TYPE 2L, PER WSDOT STD. PLAN H -5c). 07 TRAFFIC ARROW (TYPE 2R, PER WSDOT STD. PLAN H -5c). ONLY, (PER WSDOT STD. PLAN H -5c). 09 DOUBLE TRAFFIC ARROW (TYPE 2L, PER WSDOT STD. PLAN H -5C). # R2 -1 #3 R8 -3a R3 -9b STA. 61+50 #4 R3 -9bD #5 R8-3a� # R8 -3a #15 R3 -9b #17 D3 -1.01 64 +00 DRAWN BY CHECKED BY INDIANA AV NUE Michael C. Phillips Charles E. Simpson Founded 1946 I1/Z.419 #21 R3 -9b #7 R3 -9b �8 R8 -3aD 11509 #19 R3 -9b 6 irripson Engineers, CIVIL' ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 PHONE (509) 926-1322 FAX (509) 926 -1323 5/2/97 PROJECT NO. DRAWING NO. EXPIRES 07/17/99 j SPOKANE COUNTY E 1 BY .�ra` 3 f P t y' •j •11p.199 PERMIT REQUIRED! ED NOTIFY THE PERMIT ENGINEER 14 HRS. PRIOR TO CONSTRUCTIO GRAPHIC SCALE (IN FEET) 25 50 100 SIGNING & STRIPING PLAN INDIANA AVENUE - STA. 5 +00 TO STA. 23+36.33 INDIANA AVENUE STA. 58 +89.86 TO STA. 70 +00 0 C-) Cn 3 c a Cr) CO : O fl #24 R8 -3a #32 R8 -3a #35 R8 -3a CHANNELIZATION GENERAL NOTES PAVEMENT MARKING DIMENSIONS SHOWN ARE TO CENTER OF STRIPE OR TO FACE OF CURB AND MEDIAN BARRIER. WHERE STOP BARS AND CROSSWALKS ARE INDICATED, ALL LANE STRIPES AND GORE STRIPES (RELATIVE TO THE DIRECTION OF TRAFFIC FLOW) SHALL TERMINATE AT EITHER THE CROSSWALK OR STOP BARS UNLESS OTHERWISE SHOWN. #23 R2 -1 ALL TRAFFIC ARROWS AND TRAFFIC LETTERS INDICATED SHALL BE CENTERED WITHIN THE INTENDED TRAFFIC LANES FORMED BY THE LANE LINES. PLACEMENT OF TRAFFIC ARROWS AND LETTERS WILL BE AS PER WSDOT STD PLAN H -3a. CROSSWALKS AND STOP BARS SHALL BE CONTINUOUS ACROSS ALL TRAFFIC LANES, AS SHOWN, AND PERPENDICULAR OR. RADIAL TO THE DIRECTION OF TRAFFIC, UNLESS OTHERWISE NOTED. CROSSWALK LINES ARE SPACED 9' APART AND STOP BAR IS 4' BEHIND CROSSWALK. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PREFORMED PLASTIC MATERIAL MEETING WSDOT SPECIFICATION. (A LIST OF PREAPPROVED MATERIAL SOURCES IS AVAILABLE). #29 R8-3a UNION PACIFIC RAILROAD 4" LANE STRIPE (PER WSDOT STD. PLAN H -3). 12" GORE STRIPE (PER WSDOT STD PLAN H -5). 0 16" WHITE CROSSWALK. 24 WHITE STOP BAR. 05 TWO —WAY LEFT TURN STRIPE (PER WSDOT STD.PLAN H -3a). O TRAFFIC ARROW (TYPE 2L, PER WSDOT STD. PLAN H -5c). TRAFFIC ARROW (TYPE 2R, PER WSDOT STD. PLAN H -5c). �8 ONLY, (PER WSDOT STD. PLAN H -5c). 76 +00 #27 R3 -9b 77 +00 78 +00 79 +00 80 +00 81 +00 82 +00 #33 R3 -9b #34 R8 -3a #36 R3 -9B UNION PACIFIC RAILROAD GRAPHIC SCALE (IN FEET) 25 50 r, .4453734- PER:IT RE 4 7-i6 ¶e9 NOTIFY THE PERMIT ENGINEER 4 56. 360 74 .HR'S. PRIOR TO CONSTRUCTION 100 #40 R8 -3a STA. 96 +50 RT. ANGLE POINT IN R/W STA. 97 +00 #30 R3 -9b #31 R8 -3a BEGIN GORE STRIPE 83 +00 EXPIRES 07/17/99 84 +00 STA. 99 +10 RT. STA. 99 +33.5 ANGLE POINT IN R/W ONE CALL NUMBER 48 HR. NOTICE REQUIRED. GRAPHIC SCALE (IN FEET) 0 25 50 100 INSTALL JERSEY BARRIER Founded 1946 Y impsort Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 • ARGONNE ROAD, SPOKANE WA., 99212 -2789 PHONE (509) 926 -1322 FAX "(509) 926 -1323 DRAWN BY CHECKED BY Michael C. Phillips Charles E. Simpson DATE DATE 5/2/97 I PROJECT NO. 1 I /Z4/ 11509 DRAWING NO. 14 OF 17 SIGNING & STRIPING PLAN STA. 69 +00 TO SEC. 10 & 11, T. 25 N. R 44 E W. M. STA. 96 +00 RT. PC CURB & ANGLE POINT IN R /W STA. 96 +50 RT. ANGLE POINT IN R/W STA. 96 +55.86 RT. PT CURB STA. 97 +00 BEGIN GORE STRIPE INSTALL JERSEY BARRIER #45 R8 -3a GRAPHIC SCALE (IN FEET) 25 50 100 N N CO STA. 105 +00 I END GORE STRIPE STA. 106 +07.04 RT. ANGLE POINT IN R/W 07/17/99 # R8 -3a GRAPHIC SCALE (IN FEET) 25 50 100 1 " 50 ' 11 , T. 25 N. R. 44 E E.W.M. C #47 R1-1 CHANNELIZATION GENERAL NOTES PAVEMENT MARKING DIMENSIONS SHOWN ARE TO CENTER OF STRIPE OR TO FACE OF CURB AND MEDIAN BARRIER. WHERE STOP BARS AND CROSSWALKS ARE INDICATED, ALL LANE STRIPES AND GORE STRIPES (RELATIVE TO THE DIRECTION OF TRAFFIC FLOW) SHALL TERMINATE AT EITHER THE CROSSWALK OR STOP BARS UNLESS OTHERWISE SHOWN. ALL TRAFFIC ARROWS AND TRAFFIC LETTERS INDICATED SHALL BE CENTERED WITHIN THE INTENDED TRAFFIC LANES FORMED BY THE LANE LINES. PLACEMENT OF TRAFFIC ARROWS AND LETTERS WILL BE AS PER WSDOT STD PLAN H -3a. CROSSWALKS AND STOP BARS SHALL BE CONTINUOUS ACROSS ALL TRAFFIC LANES, AS SHOWN, AND PERPENDICULAR OR RADIAL TO THE DIRECTION OF TRAFFIC, UNLESS OTHERWISE NOTED. CROSSWALK LINES ARE SPACED 9' APART AND STOP BAR IS 4' BEHIND CROSSWALK. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PREFORMED PLASTIC MATERIAL MEETING WSDOT SPECIFICATION. (A LIST OF PREAPPROVED MATERIAL SOURCES IS AVAILABLE). 4" LANE STRIPE (PER WSDOT STD. PLAN H -3). 12" GORE STRIPE (PER WSDOT STD PLAN H -5). • 16" WHITE CROSSWALK. 24" WHITE STOP BAR. TWO —WAY LEFT TURN STRIPE (PER WSDOT STD.PLAN H -3a). TRAFFIC ARROW (TYPE 2L, PER WSDOT STD. PLAN H -5c). TRAFFIC ARROW (TYPE 2R, PER WSDOT STD. PLAN H -5c). ONLY, (PER WSDOT STD. PLAN H -5c). PERMIT REQUIRED NOTIFY THE PERMIT ENGINEER 4 x+6.3600 HRS. PRIOR TO CONSTRUCTION tmpson CIVIL ENGINEERS N. 909 ARGONNE ROAD, PHONE (509) 926 -1322 DRAWN BY Michael C. Phillips CHECKED BY Charles E. Simpson Founded 1946 Engineers, Inc. & LAND SURVEYORS SPOKANE WA., 99212 -2789 FAX (509) 926-1323 DATE DATE 4/22/971 PROJECT NO. DRAWING NO. /24197 11509 15 OF 17 SEC. SIGNING & STRIPING PLAN INDIANA AVENUE STA. 93 +00 TO STA. #58 R8 -3a Q, d 0 a) - + + + + + in cc) n STA. 1234-60 END GORE STRIPE GRAPHIC SCALE (IN FEET) 25 50 100 #62 R8-3a U 4" LANE STRIPE (PER WSDOT STD. PLAN H -3). 2 12" GORE STRIPE (PER WSDOT STD PLAN H -5). �3 16" WHITE CROSSWALK. �4 24" WHITE STOP BAR. O TWO -WAY LEFT TURN STRIPE (PER WSDOT STD.PLAN H -3a). O TRAFFIC ARROW (TYPE 2L, PER WSDOT STD. 'PLAN H -5c). O TRAFFIC ARROW (TYPE 2R, PER WSDOT STD. PLAN H -5c). 08 ONLY, (PER WSDOT STD. PLAN H -5c). Ef ia la zimm ai TYPE III BARRIER CHANNELIZATION GENERAL NOTES 1. PAVEMENT MARKING DIMENSIONS SHOWN ARE TO CENTER OF STRIPE OR TO FACE OF CURB AND MEDIAN BARRIER. 2. WHERE STOP BARS AND CROSSWALKS ARE INDICATED, ALL LANE STRIPES AND GORE STRIPES (RELATIVE TO THE DIRECTION OF TRAFFIC FLOW) SHALL TERMINATE AT EITHER THE CROSSWALK OR STOP BARS UNLESS OTHERWISE SHOWN. 3. ALL TRAFFIC ARROWS AND TRAFFIC LETTERS INDICATED SHALL BE CENTERED WITHIN THE INTENDED TRAFFIC LANES FORMED BY THE LANE LINES. PLACEMENT OF TRAFFIC ARROWS AND LETTERS WILL BE AS PER WSDOT STD PLAN H -3a.. 4. CROSSWALKS AND STOP BARS SHALL BE CONTINUOUS ACROSS ALL TRAFFIC LANES, AS SHOWN, AND PERPENDICULAR OR RADIAL TO THE DIRECTION OF TRAFFIC, UNLESS OTHERWISE NOTED. 5. CROSSWALK LINES ARE SPACED 9' APART AND STOP BAR IS 4' BEHIND CROSSWALK. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PREFORMED PLASTIC MATERIAL MEETING WSDOT SPECIFICATION. (A LIST OF PREAPPROVED MATERIAL SOURCES IS AVAILABLE). STA. 132+00 BEGIN GORE STRIPE - t ¢- zz N W V) 03 NOTIFY THE PERMIT ENGINEER 456-3600 24 HRS. PRIOR TO CONSTRUCTION CHECKED BY Charles E. Sirn.son DATE Founded 1946 112 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789 PHONE (509) 926 -1322 FAX 509) 926 -1323 DRAWN BY Michael C. Phillips DATE 4/23/97 PROJECT NO. DRAWING NO. 11509 16 OF 1 7 1! 1 1 GRAPHIC SCALE (IN FEET) 1 1 0 25 50 100 11 1 1t 1 1 1 " = 50' 11 11 11 11 11 rcA cn 1 1 c,1 1 1 , ° o °o o l 1 0+ + a pF 11 + 11 d � 1 1 1 I- 1 1 1 i v ~ i ►`— 1 1 1 Q Q 1 ` 1 1 ® 1 1 ` F�1 IEXPRRES 07/17/99 SIGNING & STRIPING PLAN INDIANA AVENUE - STA 122 +00 TO 152 +00 200 0 CC \ /� ▪ o. . / K S �/ , \ �\ .i 1R i ' o. � J \ A = 04 24 ! \ � , LN R R. \ R = 6684.56' j 0,\ ..' \ T = 257.53 \ 5 'Z°1 'o\ L = 514.80 -- \ �-��- a\ .--- 100 gl ,s' •^JO 6. GP r dlYM � .0T., / / ' / <0 M 200 GRAPHIC SCALE 400 ( IN FEET ) 1 inch = 200 ft. = 5013'37" R = 1547.00 T = 725.11' L = 1356.14' 800 BSP 48-96 L em\ S 3` j S• h \ o „ �i 28.09' \ \\ 'F �'P� N36 °52'59 "E\ i INGRESS /EGRESS EASEMENT (DOCUMENT #4108689) i \ Z W 2 W Q 1\ ACCURACY AN FATEM EN T BASIS OF BEARING NO SURVEY WAS PERFORMED FOR THIS ALTERED PLAT. BEARINGS AND DISTANCES SHOWN ARE FROM FINAL PLAT OF SUWVAN PARK CENTER AS RECORDED IN PLAT BOOK 19 PAGES 25&26 SPOKANE COUNTY AUDITOR'S OFFICE. = 1148'30" R = 2874.80' \ T = 297.29' L = 592.48' / '0 DEDICATION THE DEDICATION OF THE FINAL PLAT OF SUWVAN PARK CENTER AS RECORDED IN BOOK 19 OF PLATS PAGES 25&26 SHALL APPLY TO THIS ALTERATION EXCEPT THE FOLLOWING STATEMENT IS DELETED: "LOT 1, BLOCK 2 IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PARK PURPOSES” AND THE DESIGNATION OF LOT 1, BLOCK 2 AS A RIPARIAN PARK IS HEREBY DELETED. ADDITIONAL LANGUAGE SHALL BE ADDED AS FOLLOWS: "LOT 1, BLOCK 2 (AND THAT PORTION OF LOT 1, BLOCK 2 JOINED WITH LOT 2, BLOCK 2, THROUGH CE- 270 -97 A&B), IS RESTRICTED TO OPEN SPACE AND STORM WATER DRAINAGE PURPOSES. .i/ / �,/ = 05 °59'36" R = 5749.58' T = 300.99' L = 601.43' co cv <o/ • ¢3, �a / Co SPOKANE COUNTY COMMISSIONERS THIS ALTERED PLAT WAS APPROVED AND ACCEPTED BY THE COUNTI.COMMISSION x° OF SPO ANE COU TX WASHINGTON, ON THIS _ DAY OF THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. DAVID A. BERTO CERTIFICATE No. 25564 to FILED FOR RECORD THIS "'t DAY OF ;'-it ks r. psi; 19..3 IN BOOK i OF PLATS AT PAGE AT THE REQUEST OF SPOKANE COUNTY. CHAIRMAN, SPOKANE COUNTY j COMMISSIONERS f0 <<- EXPIRES11:1 /995 FINAL ALTERED PLAT OF LOT 1, BLOCK 2. SULLIVAN PARK CENTER A PLAT IN A PORTION OF THE S 1/2 OF SEC. 11, NW 1/4 SEC. 13, NE 1/4 SEC. 14, TOWNSHIP 25 NORTH, RANGE 44 EAST W.M. SPOKANE COUNTY, WASHINGTON • DRAWING MAME: SULLPARK.DWG PLOT DATE: 11 -20 -97 1