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SDR1994-00014
A - . . CITY OF.TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 94 -0014 MINOR LAND PARTITION MLP 94 -0013 MACKENZIE / CUNNINGHAM APPLICATION: The applicant requests for the following applications: 1) Site Development Review approval to allow construction of a 3,593 square foot bank and 10,850 square feet of retail office space; and 2) Minor Land Partition to divide one parcel of approximately 57,500 square feet into three parcels of approximately 31,646, 9,222 ,and 16,632 square feet in size. Zone: C -P (Commercial Professional). Location: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). Southwest corner of the intersection of SW Scholls Ferry Road and SW North Dakota Street. SECTION I - DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted in Section II. THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED PRIOR TO THE ISSUANCE OF BUILDING PERMITS. UNLESS OTHERWISE NOTED, THE STAFF CONTACT SHALL BE MICHAEL ANDERSON OF THE ENGINEERING DEPARTMENT. 1. Standard half- street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm drainage, streetlights, and underground utilities shall be installed along the SW North Dakota Street frontage. Improvements shall be designed and constructed to Minor Collector street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 2. The applicant shall submit a final drainage plan that details the on -site water quality treatment as required by Unified Sewerage Agency Resolution and Order No. 91 -47. Design calculations shall be in conformance with the general requirements of Surface Water Quality Facilities Technical Guidance Handbook, USA, 1991. STAFF CONTACT: Greg Berry, Engineering Department (639 -4171) 3. Three (3) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 1 Ilk cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT: John Hagman, Engineering Department (639 - 4171). 4. The applicant shall demonstrate that storm drainage runoff can be discharged into the existing drainageways without significantly impacting properties downstream. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171) . 5. Washington County has established and the City has agreed to collect Traffic Impact Fees in accordance with Resolution No. 94 -18. The applicant shall pay the fee established for the proposed use. 6. The applicant shall underground utilities along SW Scholls Ferry Road which fronts this development or pay a fee in- lieu of undergrounding. 7. The applicant shall provide a striping plan for SW North Dakota Street between SW Scholls Ferry Road, southerly 800 feet to Springwood Drive, for approval by the City Engineer. The approved re- striping work shall be included in the street plans and installed with the site public improvements. 8. Revised site and landscaping plans shall be submitted for review by the Planning Division, Staff Contact: Will D'Andrea. The revised plans shall include the following: a. An additional 2 trees along SW Scholls Ferry Road and 1 additional tree along SW North Dakota Street. b. Parking lot trees based on the ratio of one tree per seven parking spaces, in order to provide the required canopy. c. The buffer shall contain 80 five gallon or 160 one gallon shrubs in addition to one row of trees. d. Provision of 3 disabled parking spaces. One van accessible space shall be located to serve the office building. e. Provision of 150 feet of stacking area for the drive -up windows. NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 2 !II 1 f. Provision of 4 bicycle parking spaces. g. Walkway connecting the entrance of the proposed bank with SW Scholls Ferry Road. Identification of pedestrian access to SW North Dakota Street. Required walkways shall be physically separated from motor vehicle traffic and parking by either a minimum 6 inch vertical separation (curbed) or a minimum 3 foot horizontal separation, except that pedestrian crossings of traffic aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavement markings, or contrasting pavement materials are used. Walkways shall be a minimum of four feet in width. h. The entrance of the proposed bank shall be re- oriented toward either SW North Dakota Street or SW Scholls Ferry Road. i. A plan which shows compliance with Community Development Code Chapter 18.116, Mixed Solid Waste and Recyclable Storage. The applicant sha'11 choose one of the following four methods to demonstrate compliance: Minimum Standard, Waste Assessment, Comprehensive Recycling Plan or Franchised Hauler Review and Sign- off. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF OCCUPANCY PERMITS: 9. All site improvements shall be installed as per the approved revised site plans. 10. Deed restrictions shall be submitted which limit the area to be used for retail sales, convenience sales and personal services, and eating and drinking establishments to a maximum of 2,888 square feet of the gross floor area of the development complex. The C -P (Professional Commercial) zone limits these uses to 20% of the entire square footage of the development complex. 11. Plans shall be submitted to the Tualatin Valley Fire District for review and approval of hydrant locations. 12. Landscape and lighting plans shall be submitted to the Tigard Police Department for review and approval. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO RECORDING THE PARTITION PLAT. UNLESS OTHERWISE NOTED, THE STAFF CONTACT FOR ALL CONDITIONS SHALL BE MICHAEL ANDERSON, ENGINEERING DIVISION: NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 3 • . 12. The preliminary plat submitted for review and approval shall include utility, parking and access easements. 13. A joint use and maintenance agreement shall be executed and recorded on City standard forms for all common driveways. The agreement shall be referenced on and become part of all applicable parcel Deeds. The agreement shall be approved by the Engineering Department prior to recording. STAFF CONTACT: John Hagman, Engineering Department (639- 4171). IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST. 1. SECTION 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS A. 18.164.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF THE FINAL DECISION. SECTION II. FINDINGS OF FACT 1. Backround: A zone change was granted in 1979 from Washington County R 5 -1 to City of Tigard C -P (Commercial Professional). A Conditional Use (CU 7 -79 / SDR 21 -79) was approved to allow a veterinary clinic. Applications were filed in 1990 (CPA 90 -0003 and CPA 90 -0009) to change the zoning on the property to C -G (General Commercial) and then to C -N (Neighborhood Commercial). The applications were either denied or withdrawn. 2. Vicinity Information: The site is located on the southwest corner of the intersection of SW Scholls Ferry Road and SW North Dakota Street. The property is zoned C- P(Commercial Professional). Properties to the south and east are zoned R -7 (Residential, 7 units per acre) . Properties to the east are zoned C -P (Professional Commercial), C -N (Neighborhood Commercial), and C -G (General Commercial). Properties to the north are in the City of Beaverton and are zoned residential. The surrounding properties are developed with a mix of commercial and residential buildings. NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 4 4 3. Site Information and Proposal Description: The site has frontage on both SW Scholls Ferry Road and SW North Dakota Street. The site is developed with an existing veterinary clinic, bike shop and single family home. The applicant requests approval to demolish the existing structures and to construct a 3,593 square foot bank and 10,850 square foot building for leasable office and retail space. The applicant is also requesting for a Minor Land Partition to divide the approximately 57,500 square foot lot into three lots of approximately 31,646 , 9,222 , and 16,632 square feet in size. A single access drive onto SW North Dakota Street will provide access to the site. 4. Other Staff Comments: The City of Tigard Engineering Department's findings are addressed in Section III (B). The City of Tigard Public Works has reviewed this proposal and has offered the following comments: The drainage swale shall be private and shall be maintained by the property owner. The City of Tigard Building Department has reviewed this proposal and has offered the following comments: The office /retail building needs a van accessible parking space; total accessible parking spaces required for 60 parking spaces is three; remove and cap off existing site utilities per code. The City of Tigard Police Department has reviewed this proposal and has offered the following comments: An exterior lighting plan for the perimeter of the building and parking lot shall be submitted for review and approval. The location of the vine maple is unacceptable. Any foilage within ten feet of the building should not be more than 12" at maturity. 5. Agency Comments: The Tualatin Valley Fire District has reviewed this proposal and has offered the following comments: Hydrants are required within 250 feet of all portions of a structure measured around the structure and along access roadways. Plans are not clean as to measurement of hydrants NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 5 t ' • • at the intersection. Submit plans for review and approval. Access is acceptable. The City of Tigard Water District, Portland General Electric has reviewed this application and have offered no comments or objections. No other comments have been recieved. SECTION III. ANALYSIS AND CONCLUSION A. COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: Use Classification: The applicant is proposing to build a bank and a building for leasable space. This building is proposed for office space, a veterinary clinic and general retail sales. A bank is classified in Code Section 18.42 (Use Classifications) as Financial, Insurance and Real Estate Services. Office space is classified as Professional and Administrative Services. A veterinary clinic is classified as Animal Sales and Services: veterinary, small animals. Code Section 18.64.030(2)(G) allows Financial, Insurance and Real Estate Services as a permitted use in the C -P zoning district. Code section 18.64.030(2)(a) allows Animal Sales and Services: veterinary, small animals as a permitted use. Section 18.64.030(2)(k) allows Professional and Administrative Services as a permitted use in the C -P zone. Section 18.64.030(2)(m) limits general retail sales, convenience sales and personal services, eating and drinking establishments to 20% of the entire square footage of the development complex. A total of 2,888 square feet of gross floor area shall be allowed for these uses. The applicant shall provide deed restrictions which specify the limitations imposed on general retail sales, convenience sales and personal services, eating and drinking establishments. This is necessary because the property is to be partitioned into three lots and ownerships. The entire development complex is not allowed more than 20% of the three limited uses. Minimum Lot Area: Section 18.64.050 states that the minimum lot area is 6,000 square feet and the minimum lot width shall be 50 feet for parcels in the C -P zoning district. The site contains approximately 57,500 square feet and has an average lot width of 230 feet, both of which exceed the minimum dimensional standards of the C -P zone. The applicant is proposing to partition the property into three lots for ownership purposes. The site development is considered a development complex and as such will be reviewed as one site. All landscaping, impervious surface and other like requirements pertaining to a development site shall be applied to the site in its entirety and not the NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 6 111 4 individual partitioned lots. The minimum lot area and dimensional standards for the proposed lots shall be reviewed under Section IV - Minor Land Partition below, to ensure compliance with the dimensional standards of the C -P zone. Developments within the C -P zone are required to provide a minimum of 15-% landscaping. The applicant is proposing approximately 14,500 square feet or 25 percent of the site for landscaping, thereby satisfying this requirement. Setbacks: Section 18.64.050 states that there is no front yard setback. There is no side yard setback facing the street. The side and rear yard setback shall be 20 feet where a C -P abuts a residential zoning district. As indicated on the site plan, setback requirements are satisfied. The maximum building height is 45 feet. The applicant is proposing a building of 24 feet, well under the maximum allowed. Landscaping Plan: Section 18.100.015 requires that the applicant submit a landscaping plan. This requirement has been satisfied as the applicant has submitted a plan indicating the number, type and location of trees and shrubs. Street Trees: Section 18.100.033 states that all development projects fronting on a public street shall be required to plant street trees in accordance with section 18.100.035. Section 18.100.035 requires that street trees be spaced between 20 and 40 feet apart depending on the size classification of the tree at maturity (small, medium or large). The site plan also provides for 5 Kwanzan Cherry trees along the SW Scholls Ferry Road frontage, spaced approximately 25 feet apart. The plan provides for 4 Red Sunset Maple trees along the SW North Dakota Avenue frontage, spaced approximately 30 feet apart. A revised site plan shall be submitted which provides for an additional 2 trees along SW Scholls Ferry Road and 1 additional tree along SW North Dakota Street. The two additional trees along SW Scholls Ferry Road shall fill in the 80 foot gap between street trees. Screening: Special Provisions: Section 18.100.110(A) requires the screening of parking and loading areas. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. Planting materials to be installed should achieve a relative balance between low lying and vertical shrubbery and trees. Trees shall be planted in landscaped islands in all parking areas, and shall be equally distributed on the basis of one tree for each seven parking spaces in order to NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 7 provide a canopy effect. The minimum dimension on the landscape islands shall be three feet and the landscaping shall be protected from vehicular damage by some form of wheel guard or curb. The applicant has provided screening of the parking lot and drive -thru areas in accordance with this section. In order to provide the required canopoy effect, a revised site plan shall be submitted which provides parking lot trees on the basis of one tree per seven spaces in accordance with this section. Buffer Matrix: Section 18.100.130 contains the buffer matrix to be used in calculating widths of buffering and screening to be installed between proposed uses. The Matrix indicates that where a commercial development abuts a residential zone the required buffer and screening width shall be 20 feet. The site abuts a residential zone on the south and west property lines. A 20 foot buffer and screening area shall therefore be required along the south and west property lines. The minimum improvements within a buffer area shall consist of the following: 1) At least one row of trees shall be planted. They shall be not less than 10 feet high for deciduous trees and 5 feet high for evergreen trees at the time of planting. Spacing of the trees depends on the size of the tree at maturity; 2) In addition, at least 10 five gallon shrubs or 20 one gallon shrubs shall be planted for each 1000 square feet of required buffer area; 3) The remaining area shall be planted in lawn, groundcover or spread with bark mulch. The west and south buffer area contains approximately 8,800 square feet respectively. Therefore, the buffer shall contain 80 five gallon or 160 one gallon shrubs in addition to the one row of trees. A revised landscape plan shall be submitted indicating landcaping and screening within the buffer area in accordance with this section. Visual Clearance Areas: Section 18.102 requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right -of -ways or the intersection of a public street and a private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, or temporary or permanent obstruction exceeding three feet in height. The code provides that obstructions which may be located in this area shall be visually clear between three and eight feet in height (trees may be placed within this area provided all branches below eight feet are removed) . A visual clearance area is the triangular area formed by measuring a 30 foot distance along the street right -of -way and the driveway and then connecting these two 30 foot distance points with a straight line. As NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 8 indicated on the site plan this requirement will be satisfied. Minimum Off - Street Parking: Section 18.106.030(C) (1) requires a minimum of one parking space per 350 square feet of gross floor area for Professional and Administrative Offices. Section 18.106.030(C)(6) requires a minimum of one space per 300 square feet of gross floor area for Animal Sales and Services, Veterinary. Section 18.106.030(C) (17) requires a minimum of one parking space per 350 square feet of gross floor area for Financial, Insurance and Real Estate services. Section 18.106.030(C)(20) requires one parking space per 400 square feet of gross floor area for General Retail Sales. The proposed site plan shows the provision of 60 parking spaces. Parking has been provided at a ratio of one space per 240 square feet of gross floor area for the entire site. This ratio is more restrictive than any of the required ratios and should be more than adequate to serve this site. The Americans with Disabilities Act (ADA), which became effective on January 26, 1992, requires 3 disabled parking spaces if 51 to 75 parking spaces are provided. This proposed site plan shows the provision of 2 disabled person parking spaces. A revised site plan shall be submitted which shows the provision of 3 disabled parking spaces, thereby satisfying this requirement. On -Site Vehicle Stacking Areas: Section 18.106.060 (A) requires a reservoir requirement of 150 feet per service terminal for drive -in banks. Stacking lanes must be designed so that they do not interfere with parking and vehicle, pedestrian and bicycle circulation. This requirement is not satisfied as the proposed site plan provides approximately 80 feet of unobstructed stacking area. A revised site plan shall be submitted which provides the required 150 feet of stacking area. Bicycle Parking: Section 18.106.020(P) requires one bicycle parking rack space for each 15 vehicular parking spaces in any development. Bicycle parking areas shall not be located within parking aisles, landscape areas, or pedestrian ways. Four bicycle parking spaces will be required for this development. The site plan does not show the provision of bicycle racks. A revised site plan shall be provided indicating the provision of 4 bike racks, thereby satisfying this requirement. Access: Section 18.108.080 requires that commercial and industrial uses which require less than 100 parking spaces provide one access with a minimum width of 30 feet and a NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 9 • minimum pavement width of 24 feet. The preliminary site plan shows the provision of one access onto SW North Dakota Street. The access is shown to have a width of 24 feet, thereby satisfying this requirement. Walkways: Section 18.108.050(A) requires that a walkway be extended from the ground floor entrance of the structure to the street which provides the required ingress and egress. The site plan shows the provision of a sidewalk connection from the office building to SW North Dakota Street. A second walkway shall be required to connect the bank from the SW Scholls Ferry Road frontage. This site plan shall also provide for the provision of a crosswalk identifying pedestrian access from SW North Dakota Street. Wherever required walkways cross vehicle access driveways or parking lots, such crossings shall be designed and located for pedestrian safety. Required walkways shall be physically separated from motor vehicle traffic and parking by either a minimum 6 inch vertical separation (curbed) or a minimum 3 foot horizontal separation, except that pedestrian crossings of traffic aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavement markings, or contrasting pavement materials are used. Walkways shall be a minimum of four feet in width, exclusive of vehicle overhangs and obtructions such as mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards. Signs: Section 18.114.130(D) lists the type of allowable signs and sign area permitted in the C -P zone. All signs shall be approved through the Sign Permit process as administered by the Planning Division. Mixed Solid Waste and Recyclables Storage: Section 18.116 requires that new construction incorporates functional and adequate space for on -site storage and efficient collection of mixed solid waste and source separated recyclables prior to pick -up and removal by haulers. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum standard, Waste assessment, Comprehensive recycling plan, or Franchised hauler review and sign -off. The applicant shall submit evidence or a plan which indicates compliance with this section. Tree Removal: Section 18.150 contains standards for obtaining a permit for removal of trees having a trunk six inches or more in diameter when measured four feet above the ground. This requirement will be satisfied as a tree removal permit will be required for the removal of trees with trunk diameters of six inches or more in diameter. NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 10 Transportation Planning Rule. The portion of the Transportation Planning Rule, which became effective May 8, 1994, that applies to this application is OAR 660-12 - 045(4)(b). This section states that New retail, office and institutional buildings at or near existing or planned transit stops to provide preferential access to transit through the following measures: A. Orienting building entrances to the transit stop or station; B. Clustering buildings around transit stops; and, C. Locating buildings as close as possible to transit stops. The intent of this requirement is to provide preferential access to transit by locating building entrances at a direct, safe, and convenient distance from the transit street and by removing other barriers to pedestrian access. Building entrances should be located in a way that allows a direct, safe and convenient pedestrian link between the development and the transit stop. New retail and office buildings located on transit streets should have at least one public entrance facing the transit street or, if not facing, be within a specified distance of the transit route. A combination of building orientation, distance and pedestrian amenities can work together to display and direct a person to an entrance, and to make a journey pleasant, logical and obvious. The proposed site plan orients the buildings internally, toward the parking lot. The applicant shall submit a revised site plan which orients the entrance of the proposed bank toward either street frontage, in accordance with the intent of this requirement. B. PUBLIC FACILITY CONCERNS: Sections 18.164.030 (E) (1) (a) (Streets) , 18.164. 090 (Sanitary Sewer), and 18.164.100 (Storm Drains) shall be satisfied as specified below: 1. STREETS: The proposed development will take access from SW North Dakota Street with a single driveway on the westerly side of the street. SW North Dakota is classified as a Minor Collector and SW Scholls Ferry Road, a County road, as an Arterial on the Comprehensive Plan. SW Scholls Ferry Road is fully constructed to arterial standards with a pavement NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 11 111 1111 width of 74 feet on a right -of -way of 90 feet. SW North Dakota Street is partially constructed with curb on the east side of the right -of -way and two paved lanes. Approaching the intersection with SW Scholls Ferry Road, the street right -of -way has been widen on the easterly side to provide a northbound right -turn lane, in addition to the entering southbound lane, and the northbound left -turn and straight - thru lanes. The applicant should be required to complete the remaining un- constructed half - street improvements along the frontage of the site. No additional right -of -way is required. In addition, the applicant has provided a traffic report prepared by Mackenzie Engineering Incorporated, dated July 27, 1994, which includes an analysis of the existing traffic at the intersection of SW Scholls Ferry Road with SW North Dakota Street, and the effects of the proposed traffic with respect to the street intersection and the driveway connecting to SW North Dakota Street. The report concludes that the traffic generated by the site can be accommodated by the existing signalized intersection, but that the vehicles exiting from the site at the proposed driveway will experience long delays. The traffic report recommends that parking be prohibited on SW North Dakota and that a continuous left -turn lane be installed southerly from the existing left -turn lane at SW Scholls Ferry Road to the intersection with the driveway serving the commercial development across the street. The Engineering Department concurs with the findings and recommendations. Along SW Scholls Ferry Road, the applicant should place the existing overhead power lines underground, or pay the fee in -lieu. 2. SANITARY SEWER: The site is served by the existing 8" public sanitary sewer line in an easement located at the southerly property line. The sewer was sufficient capacity to serve the proposed development. 3. STORM SEWER: The site slopes in a southwesterly direction towards the existing residential development located along the westerly property line. The applicant's preliminary grading and utility plans show the construction of a water quality NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 12 Ali 0 facility and a private storm drain system connecting to the underground system in SW North Dakota Street. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on -site water quality facilities or fees in -lieu of their construction. The proposed site development that includes a water quality facility complies with this requirement. The final design should comply with the minimum USA standards and shall be privately owned and maintained. SECTION IV. ANALYSIS AND CONCLUSION - MINOR LAND PARTITION Section 18.162.040 contains the following general approval criteria for a Minor Land Partition: 1. The proposal conforms with the City's Comprehensive Plan; 2. The proposed partition complies with all statutory and ordinance requirements and regulations; 3. Adequate public facilities are available to serve the proposal; 4. All proposed lots conform to the size and dimensional requirements of this title; and 5. All proposed improvements meet City and applicable agency standards (Ord. 89 -06; Ord. 83- 52). The proposal conforms with the City's Comprehensive Plan in that the newly created lots will allow for Commercial development. This proposal therefore is not in conflict with the C -P (Professional Office) Comprehensive Plan designation. This proposed partition complies with all statutory and ordinance requirements and regulations as demonstrated both by the analysis presented within this administrative decision and by this application and review process. Adequate public facilities are available to serve the proposal. Section 18.162.050 contains the following special provisions for lots created through the partition process: A. Lot Width: The minimum width of the building envelope area shall meet the lot requirement of the applicable zoning district. NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 13 • . 2 B. Lot Area: The lot area shall be as required by the applicable zoning district. In the case of a flag lot, the accessway may not be included in the lot area calculation. C. Lot Frontage: Each lot created through the partition process shall front a public right -of- way by at least 15 feet or have a legally recorded minimum 15 foot wide access easement. D. Setbacks: Setbacks shall be as required by the applicable zoning district. E. Front Yard Determination for Flag Lot: When the partitioned lot is a flag lot, the developer may determine the location of the front yard, provided that no side yard is less than 10 feet. Structures shall generally be located so as to maximize separation from existing structures. F. Screening on Flag Lots: A screen shall be provided along the property line of a lot of record where the paved drive in an accessway is located within ten feet of an abutting lot in accordance with Sections 18.100.080 and 18.100.090. Screening may also be required to maintain privacy for abutting lots and to provide usable outdoor recreation areas for proposed development. G. Fire Protection: The fire district may require the installation of a fire hydrant where the length of an accessway would have a detrimental effect on fire fighting capabilities. H. Reciprocal Easements: Where a common drive is to be provided to serve more than one lot, a reciprocal easement which will ensure access and maintenance rights shall be recorded with the approved partition map. I. Accessway: Any accessway shall comply with the standards set forth in Chapter 18.108, Access, Egress, and Circulation. J. Where landfill and /or development is allowed within or adjacent to the one - hundred -year floodplain, the City shall require the dedication of sufficient open land area for greenway adjoining and within the floodplain. This area shall include portions at a suitable elevation NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 14 for the construction of a pedestrian /bicycle pathway with the floodplain in accordance with the adopted pedestrian /bicycle pathway plan. Criteria A is satisfied as the proposed lot widths are 110, 85 and 108 feet respectively, thereby exceeding the minimum 50 foot lot width requirement in the C -P zone. Criteria B is satisfied as this partition would create lots of approximately 31,646 , 9,222 and 16,632 square feet, exceeding the 6,000 square foot minimum lot size requirement. The proposed lot frontages for parcel 1 and parcel 3 are approximately 200 and 108 feet respectively, thereby exceeding the minimum 15 foot frontage requirement of Criteria C. Parcel 2 shall have a legally recorded minimum 15 foot access easement to SW North Dakota Street, thereby satisfying this criteria. Access easements shall be required for all three parcels as this proposal is considered a development complex. Criteria D is satisfied as setbacks have been reviewed in the previous section. The site is considered a development complex and as such setbacks were reviewed for the site as a whole.Criteria E and F are likewise not applicable because the proposal is being reviewed as a development complex. Fire hydrants shall be consistent with Uniform Fire Code standards thereby satisfying Criteria G. Criteria H shall be satisfied as the applicant shall provide reciprocal easements for access and maintenance rights Criteria I is satisfied as previously discussed in Section 18.108 (Access) and because parking easements shall be provided. Criteria J is not applicable to these lots as they are not within the floodplain. SECTION V. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance XX The affected Citizen Involvement Team Representative XX Affected government agencies Q 2. Final Decision: THE DECISION SHALL BE FINAL ON -Z1 �� l7" UNLESS AN APPEAL IS FILED. NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 15 II/ 410 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. / - 11 - 9q . 4. Questions: If you have questions, please call City of Tigard Planning Department (639- 4171), City of Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon 97223 /fia4/44/ 7)ra lidAjol 4 1) - li PREPARED BY: William D'Andrea DATE Assistant Planner APPROVED BY: Richard Bewer4orff DATE Senior Planner NOTICE OF DECISION SDR 94 - 0014 MACKENZIE /CUNNINGHAM PAGE 16 r s • I :. .- . t - 4 �y Wait PS) (--1.-- :Ob. dic ..) 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LL - 0 i— • 0 VICINITY CASE NO. _ SITE DEVELOPMENT REVIEW EXHIBIT MAP #94 -0014 PROPOSAL DESCRIPTION FILE NO: SDR 94 -0014 /(IC 4'4 l � FILE TITLE: Mackenzie /Saito / Bank & Offices APPLICANT: Mackenzie /Saito OWNER: Lee Cunningham PO Box 69039 13385 SW 115th Portland, OR 97201 Tigard, OR 97223 503 - 224 -9570 REQUEST: To redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: Commercial Professional (C -P) The Commercial Professional zone permits a range of professional offices and related business services such as banks and small animal veterinary services. CIT: West CIT FACILITATOR: List available upon request CHECK ALL WHICH APPLY: X STAFF DECISION PLANNING COMMISSION DATE OF HEARING: TIME: HEARINGS OFFICER DATE OF HEARING: TIME: CITY COUNCIL DATE OF HEARING: TIME: THE FOLLOWING ATTACHMENTS ARE AVAILABLE FOR VIEWING IN THE PLANNING DIVISION: VICINITY MAP X LANDSCAPING PLAN X NARRATIVE X ARCHITECTURAL PLAN X SITE PLAN OTHER: STAFF CONTACT: Mark Roberts 639 -4171 1 PROPOSAL DESCRIPTION FILE NO: s C7 c Q 1 L FILE TITLE: v3/ c k2�ZJ S i b / /3a i4s4--- 6(=etitc -e.. APPLICANT: /1//,QizJe Sq OWNER: Le ��yy \ u cf t ki p o. G30X 69039 )3��SS 5( 1I pouvidi c37ZO /- r aL.v6P © GQ Z23 REQUEST: ) ( o veoQ a s w d'6 a 6Qilic d o � Pc l LOCATION: / 2 S s c 663 //s LOCT I 1 S 13 �� lob-- 2L1cc) r F,c APPLICABLE REVIEW CRITERIA: G 6L41frpuvc t i0ec z! Guwl ��� � /6 / `�` 6� f /ct 9g, fog 9�s. k / /o& /s-.//z7/ ig 5a r � ids l�d l �s /dq / ZONE: C o e �� � ?Poo ssfo Ic ( C � — Jz co IA' "4- '2'e,�a�( �- ,�e sSdo�o / o Peke< al�Bwia( U.�' e r � Ous)ieg. se-s 4tci 0 S t et i4� "'e SGi-rai CIT: -- CIT FACILITATOR: ` i S+ (.Tom v-e�p u� < CHECK ALL WHICH APPLY: (/ IV DECISION PLANNING COMMISSION DATE OF HEARING: TIME: HEARINGS OFFICER DATE OF HEARING: TIME: CITY COUNCIL DATE -OF HEARING: TIME: THE FOLLOWING ATTACHMENTS ARE AVAILABLE FOR VIEWING IN THE PLANNING DIVISION: VICINITY MAP LANDSCAPING PLAN V / NARRATIVE ARCHITECTURAL PLAN 17 PLAN OTHER: STAFF CONTACT: v ` / 4) h \C3 Lse�7z 1-74 he a�4 f4/ w Aye.4 C ITY OF TIGARD, OREGON SITE DEVELOPMENT REVIEW APPLICATION CITY OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223 - (503) 639 -4171 FOR STAFF USE ONLY CASE NO. `sC E ? 9 9 - � / ' OTHER CASE NO'S: RECEIPT NO. APPLICATION AC -EPTED BY: 0-0€‹ DATE: d 1. GENERAL INFORMATION Application elements submitted: PROPERTY ADDRESS /LOCATION (2. y3 51,0 _5'ck,oA j ")Application form (1) S,u. C OI21,Jt(L SatoL:LFEC.AZY r47 E' 5,i, .PAKOIAI I -B) Owner's signature /written TAX MAP AND TAX LOT NO. LS / - S - 3 authorization x.1-1 ® - (C) Title transfer instrument (1) SITE SIZE Arpp,X, 5'j SF / / r G� �� --(D) Assessor's map (1) PROPERTY OWNER /DEEF.D HO ER* , �l,,ud,i./�d'�'l (E) Plot plan (pre -app checklist) ADDRESS /-3-35 J /S PHONE v ` - (F) Applicant'; statement CITY �8/ � Q ZI c r 77 23 (pre checklist) \ p APPLICANT* A,K..,JZ►rLiSAm., 4 Assoc, List of ro ert p p y .owners and ADDRESS pt. goic 4 ? PHONE Z2/ -457O addresses within 250 feet (1) CITY poysrtA N p , (9d , ZIP 172_0( -00P1 Filing fee ($ < 1! " ) *When the owner and the applicant are different (I) Construction Cost Estimate people, the applicant must be the purchaser of record 1/" 4 04091/ 1,,,Lpe�,(.,,� t'�(Gaurc�dll/P / re ,D or a leasee in possession with written authorization AT D' ERMINED I B OMRIETE• f rom the owner or an agent of the owner with written - ` O 1 authorization. The 'owner(s) must sign this i i, CG) s rz - I p At < J application in the space provided on page two or FINAL DECISION DEADLINE: submit a written authorization with this application. COMP. PLAN /ZONE DESIGNATION: 2. PROPOSAL SUMMARY The owners of record of the subject property request site development review approval to N.P.O. Number: allow A 131.41( Et AN OFFIGc x(111_01( 'Approval Date: (M US Es) Final Approval Date: 0 Planning Engineering 0524P/13P Rev'd 5/87 41/ 3. List any variance, conditional use, sensitive lands, or other land use actions to be considered as part of this application: 4. Applicants: To have a complete application you will need to submit attachments described in the attached information sheet at the time you submit this application. 5. THE APPLICANT(S) SHALL CERTIFY THAT: A. The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. B. If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. C. All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. D. The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. DATED this day of 19 0 SIGNATURES of each owner (eg. husband and wife) of the subject property. i . 106 • • (KSL:pm /0524P) 0 _ .r+ • MACKENZIE /0O & ASSOCIATES, P.C. ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 SW. BANCROFT ST. • P.O. BOX 69039 PORTLAND. OREGON 97201 -0039 • (503) 224 -9570 • FAX (503) 228-1285 July 26, 1994 City of Tigard Planning Department Attention: Mark Roberts 13125 S.W. Hall Boulevard Tigard, OR 97223 -8199 Re: Pacific Crest Partners - Scholls L.L.C. Commercial Site Subdivision: S.W. Scholls Ferry Road /S.W. North Dakota Street SDR 94 -14 MSA Project Number 294149 Dear Mark: Enclosed are forms, drawings, and a fee to initiate a minor land division (3 lots without a street) for the site at the southwest corner of the intersection of S.W. Scholls Ferry Road and S.W. North Dakota Street. You will recall a recent discussion with our client's attorney in which it was noted that the purpose of this partition is to create separate parcels for financing within the project. Cross easements, as required in the conditions of approval, will be provided to ensure joint use of access and parking and to preserve the Code - required landscaping and commercial allocation within the overall site. Thank you for your review of this application. Please call if you have any questions. Sincerely, k(-- /I / I Dennis R. Woods • DRW /smk cc: Dan Boyden - Pacific Crest Partners Enclosures F: \ W PDATA \94 -07 \94149 \26L 1.sk PROPERTY 0 WN E. MACKENZIWG'INEERING INCORPORATED NAME: LEE CUNNINGHAM „. 4j , 690"SW BANCTEFT ST. PORTLAND. OREGON (503) 224-9570 ADDRESS: 13385 S. W. 115th - - U PO BOX 69039 FAX 003)428-1 . <.-7N 'i TIGARD _OREGON --__--- . ., ---, : ...„ TELEPHONE -#::„.- 524=5516- - W.ORK ,,..,: ..„---- ....,_. .:.: :,5. _------- ,„.....------- .......---- „.....-. ,......- :: t ,,,.„.„.......---'-'.. ... , rx.x., - k-A00- ---'''''" \ 14 S ' .,•'''' ••••••••"'*". \ 1W45tecoe,.... S . . ,,,„,,,..w'''' . „ ,....... ...,..„,,.....„..„....„. i 1 4 ith 1 a..•••••^ • ■ ....7 1 ig le i ,. .....„- ......„ ! : ..... ....... ....,......„ \ ! i ,......... ....... 0 0 6 . .... ^ 1 NE 1 1 t 1 PR°PER U . . I i - - - ----- 1 i i .... ... .. .... ....••• '. ..... ..... ............ 1 1 i : 1 111111111111111111:;.1: r= LOT 1 I i i , i I . , _ . . I _ ...............„— .-‘-'-----.'...."------------ T-Cr 16•-0 1, 24'-0 ,r 18•-crio•- `? 1 , . ! i L __ ....... .... 4 STD , o o , . 0 , -113 co , • . . --..■ ;..„".;.; • i; OI . At/ 11 2o.—c 14.—o 24.—cr r ... .„ , A _ ?.., ... ' ( _______ ------- — . 1 45 . es, ------- . \ . ‘ - ; ; 't •• i • 1 1 1 1 /3 - 0 : • . I kA C C i:r I 7. 1 l i ) 1 1 11 . 0 ( 8 : : ., ,.. (,), , R C PROPERTY LINES ID .I..................................... 15C 1 c A cv 8 8•--8/ = 69. 1 r ^ r Z , ■ 0 > —,_ . 4 b --1 ; •: i 13 TRASH 6. I 1 z 8 1 1 1; 1 1 I I 10 : 1 ... > ; i .....4...... N N CNI■ N N x , .1, (ii_...___ ........_ . _ 1 .- ..- LOT 2 ' LOT 3 >4, b 1 1 9.222 SIM* 16,632 =FL+ zo it — I 1 0 1 13 b 1 ? J VETERINARIAN N CFFICE LEASE SPACE i 1 P I 1 ....," \I [ I • 1 [ -1-. WIDEGRASS4ALE • 11C _ t ? lit 1. ) ._ _ 0a9vstre w mom et) • ,. MACK LINES _ 85'--0r± 1 ■... 7 1 , 1 • I 154*-0** * i i 1 a PRELIMINARY PARTITION PLAN 1.-40' 7/26/94 NORTH • (SITE DEVELOPMENT AS SHOWN IS PROPOSED) MACKENZIE /0O & ASSOCIATES, P.C. • ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 S.W. BANCROFT ST. • P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9570 • FAX (503) 228 -1285 July 26, 1994 City of Tigard Planning Department Attention: Mark Roberts 13125 S.W. Hall Boulevard Tigard, OR 97223 -8199 Re: Pacific Crest Partners - Scholls L.L.C. Commercial Site Subdivision: S.W. Scholls Ferry Road /S.W. North Dakota Street SDR 94 -14 MSA Project Number 294149 Dear Mark: Enclosed are forms, drawings, and a fee to initiate a minor land division (3 lots without a street) for the site at the southwest corner of the intersection of S.W. Scholls Ferry Road and S.W. North Dakota Street. You will recall a recent discussion with our client's attorney in which it was noted that the purpose of this partition is to create separate parcels for financing within the project. Cross easements, as required in the conditions of approval, will be provided to ensure joint use of access and parking and to preserve the Code - required landscaping and commercial allocation within the overall site. Thank you for your review of this application. Please call if you have any questions. Sincerely, Dennis R. Woods DRW /smk cc: Dan Boyden - Pacific Crest Partners Enclosures F: \ W P DATA \94 -07 \94149\26L1 . s k • • PROPERTY 0 WN E. n , •„ . - — :INEERING INCORPORATED p .,....,„:„.... NAME LEE CUNNINGHAM Al 0890 SW BAN FT' ST PORTLAND, OREGON (503) 224-9570 ADDRESS: 13385 S. W. 115th ----.7.....1---;-- 1 , MAC . PO BOX 69039 FAX 003)-48-185 ,....,.....-- .......-- ..., v :s TIGARD.-OREGON ..--- • ii ii• .,,,••••'''. ,....•"..... ,......*.' ' i 4 TELEPH ONE-1:„ 524- 5516 - - WORK --- •, ,....,,,,---.. ,..,.., ,,,.„...,. , ,..."--- :: : -. -' -- -- .,.„.....v -i- . - --------- g o i , .....-- ,...... ....„,,, . s .,---- s c■-•ko ,..,......._-.,--- ...._.-------- ......,---- .......,...- ._ , .v.4,...,0... .._.. ..............., ..„...,--- • , -------- .,.., _........„... .., 1,43i, 1 I ..4. •,••'''''''''' ,,,., ,„,....m' ,...,......** • ..,,,,...••••• .•••••• Z .....• t ....., .....• k i , T Ot■Ci ...... :. *.'s" 1 239ti ' .. WILK S 1 I i ...,„.., .........." ”,•••••••"" .......• to o • r( LINE PRoPER : ' ? _ _----- ,.. ,.- _ _ - - - - -- ft" I 0115 r — — - ..0 S I GM ‘ • .... 1 LOT t 1 . . , . , ___- a 1 , , ___- 4 . 31,646 SUL* , • _-- 1 ------ _ li 1 a =3 1 alk -- ■!.% ' : 1 • ..-• •11 2:;‘-'".."--...'"...."."..."."".....P."'"--.--.--'-- .-- .. 111 — 1/ 24'-0* 18-0 1 ..........._.. .BANK t 1 4 STD a ... : ; 4.5 1 —. .. ... E \ , . . /or .. , N 1 i VP Cr 1 4-0 24.—o- ! Ili A •I L.,...._ ------------ _ . .. pa b .4,-- __ ‘ b 1. W I C C 13 ;II ; I 12 ( — II' 0 1 ? !3 .... 1 43 1 I i ■...1 '! • ? 0.■ '1 --'1, ? cv (1) — N T:ROPOSED PROPERTY LINES i b 06— T • , t n •:. 0 0 8 - 8•--81 = 89.-4 9•-0' N N t I 15C ^ f TYP.1 I . 01 . § 'fr V I _ , b 1 8 1 IT.:11 i TRASH 6 AI I I I 1 I 10 i z , 0 ' .L ... _ ... (4 - N .. x t . 6 r ..._,....... LOT 2 h LOT 3 i; › i : • '? 0 9,222 SQ.FT-* 16,632 WT.* .- _ 1 I 1 — '..? VETERINARIAN OFFICE LEASE SPACE 1 ! 1 1 , o 0 1 '• 0 i ...•`" 1 ■ \ [ I 1 1. • 1 1 20' W1D; )) CRASS4ALE • 1• ____) { 1 1 % r W 2 • i . , , I , 1 „ 7173ACK LIMES • ..ir A.—. 1 • 85'-eft 00 . 9 154*-W* a 01 -•---;..-- • ..• .■ i . PRELIMINARY PARTITION PLAN 1 7/26/94 NORTH • (SITE DEVELOPMENT AS SHOWN IS PROPOSED) 6. . • • ,. CITY OF TIGARD, OREGON PARTITION APPLICATION CITY OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223 - (503) 639 -4171 FOR STAFF USE ONLY CASE NO. M1 ? RECEIPT NO. APPLICATION ACCEPTED BY: DATE: 1. GENERAL INFORMATION Application elements submitted: PROPERTY ADDRESS /LOCATION 5 (J CO 'ifi4 (A) Application for (1) S'AJ SG(r1OCA S / / MA 1.1 1 -tom (B) Owner's signature /written TAX MAP AND TAX LOT NO. ( 31 _334D T, c. 20 authorization (C) Title transfer instrument (1) SITE SIZE rj 6Ob f SQ (D) Assessor's map (1) PROPERTY OWNER /DEED HOLDER* 4-&-e, CUJUN .:',fJ4 A (E) Plot plan (5 copies) ADDRESS (3 S alb) l(S PHONE 51' (F) Applicant's statement CITY 11649 00 at. ZIP `j7223 (5 copies) APPLICANT* 11446 e(e.. Sa?b -1-D ���A.f G, Asutolk) \ (G) List of property owners and ADDRESS po agCgei PHONE addresses within 250 feet (1) CITY fbatw}n•0 Q2 ZIP q') / -CO3 (H) Filing fee (Residential *When the owner and the applicant are different Non - Residential ) people, the applicant must be the purchaser of record or a leasee in possession with written authorization DATE DETERMINED TO BE COMPLETE: from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the space provided on page two or I FINAL DECISION DEADLINE: submit a written authorization with this application. COMP. PLAN /ZONE DESIGNATION: 2. PROPOSAL SUMMARY The owners of record of the subject property request permission to divide j cJbZ 3 3 01.Pr N.P.O. Number: (total area) into , � containing Planning Director Approval Date: (No. of parcels) Si OK Z z. %, and g,60-0:1--e • ass (or square f 61)-1.-2-2%-5,f, et each. Final Approval Date: Planning Engineering • 'Recordation ::a._ Inc r. • • . 3. List any variance, conditional uses, or other land use actions to be considered as part of this application: 4. Applicants: To have a complete application you will need to submit attachments described in the attached information sheet at the time you submit this application. S. THE APPLICANT(S) SHALL CERTIFY THAT: A. The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • B. If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. C. All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants - so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. D. The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. DATED this day of 19 SIGNATURES of each owner (eg. husband and wife) of the subject property. (KSL:pm /0737P) • PACIFIC CREST PARTNERS APPLICANTS STATEMENT FOR SITE DEVELOPMENT REVIEW This is an application for Site Development Review for a new building on a 1.3± -acre site on S.W. Scholls Ferry Road at S.W. North Dakota Street. Accompanying documents include plans showing the existing conditions, site development, grading, utilities, landscaping, and building elevations and floor plan. The site is zoned CP. Public notification for this project was accomplished as required by the Tigard notification procedures. A meeting was held on June 14, 1994, and a sign was posted as required. The proposed development includes one building of approximately 14,350 sq. ft. with related parking and landscaping. Specific development statistics are indicated on accompanying drawing, Sheet SD -1. Although the eventual total number of employees is unknown, the parking provided is sufficient to meet the code requirements. Approval standards cited in Section 18.120.180(A) of the Tigard Code are addressed as follows: 1. "Code Sections:" a. 18.84. Sensitive Lands Not applicable. There are no floodplain, drainage areas, wetlands, steep slopes, or unstable soils on the site. b. 18.94 Manufactured Homes Not applicable. c. 18.92 Density Not applicable. d. 18.144 Accessory Uses Not applicable. e. 18.96 Additional Yard Requirements No additional yard requirements are specified by the Code. F: \WPDATA \94-06 \94149 \24NARR1.kc 1 • • f. 18.98 Building Height Limitation The proposed building is substantially below the 45 -foot height limit of the CP district. g. 18.100 Landscaping and Screening The accompanying drawing indicates landscaping as required by Ch. 100, including street trees and within the parking area. Street trees also are used to define vehicular access and pedestrian areas, while evergreen and native materials are used to screen parking areas. An irrigation plan will be submitted with building permit documents. h. 18.102 Visual Clearance Visual clearance areas are provided by the accompanying plan. i. , 18.106 Off- Street Parking The accompanying plan provides 60 spaces based on expected tenant requirements. The parking area design meets the dimensional standards of the Code with respect to stall size, aisle width, and compact stall percentage. The plan also provides pedestrian corridors to link the main entry of the buildings with the street sidewalk on the North Dakota Street frontage. j. 18.108 Access The access plan indicated by the accompanying drawing provides for vehicular access onto S.W. North Dakota Street, located as far as possible for the Scholls Ferry Road intersection. The internal system has been designed to provide clear spaces for through movements, to reduce off-site conflicts. The plan meets the dimensional requirements of Section 18.108.080. k. 18.114 Signs Signs will be submitted under a separate application. I. 18.150 Tree Removal There are several existing trees on the site, most of which will be retained. The trees shown to be removed are located in vehicular circulation area. m. 18.164 Street and Utility Standards The site's street frontages will be improved to City standards. F: \WPDATA \94-06 \94149 \24NARR1.kc 2 • • 2. "Relationship to Natural Environment:" As described above, soil and topographic conditions are not a difficulty on this site, and the two significant trees will be saved. 3. "Exterior Elevations:" This section does not apply since no residential buildings are proposed. 4. "Relationship Between Uses:" The vicinity of the site includes a mix of residential, office and related uses. A 20-ft. setback on the site is provided in response to the code requirement when a CP zone abuts a residential zone. The landscape plan reflects the buffer requirements. 5. "Privacy ;" Not applicable. 6. "Private Outdoor Area;" Not applicable. 7. "Shared Recreation Use ;" Not applicable. 8. "Floodplain" There is no floodplain on the site. 9. "Public /Private Space" The distinction between public and private space is provided by signage and landscaping. 10. "Crime Prevention" Although this section applies primarily to residential development, this project will provide adequate lighting and accessibility as envisioned by the criteria. 11. "Access" See Section 18.108 discussion above. F: \WPDATA \94.06 \94149 \24NARR1.kc 3 • • 12. "Public Transit" The site is served by Tri -Met Line 62. The owner will cooperate with Tri -Met if a transit stop at the intersection is appropriate. 13. "Parking" See Section 18.106 discussion above. 14. "Landscaping" See Section 18.100 discussion above. 15. "Drainage" Storm drainage is indicated by accompanying drawings. Calculations and design accompany this narrative. 16. "Handicapped Access" Access and handicapped parking is provided. 17. "Signs" Signs will be submitted under separate permit. 18. "Underlying Zone" All provisions of the CP zone are met by this proposal. F: \WPDATA \9406 \94149 \24NARR1.kc 4 • ATTACHMENTS • Traffic Study u_ frJ Ggr4 • 8 x 11 Reduction of Site Plan • Affidavit of Posting Notice • Affidavit of Mailing • Letter as Mailed • Mailing List • Meeting Minutes and Attendance List • Application Form F: \WPDATA \94-06 \94149 \24ATTACH.kc • • MACKENZIE ENGINEERING INCORPORATED LETTr 3 O p F UQQ SSE VOIMB. CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION _ - _ MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN RECEIVED PLANNING 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 (503) 224-9560 (503) 224-9570 FAX (503) 228 -1285 JUL 0 1 1994 Date: June 30, 1994 Project Number 294149 To: City of Tigard Attention: Will D'Andrea Project Name: Pacific Crest Partners Please find attached: shop drawings - plans - samples - specifications - copy of letter change order details calculations Number of copies: Description: (4) Tax maps of area & ownership deed X For your use For your review - For approval As requested REMARKS: Additional documentation for site design review SDR #94 - 0014. Copy to: Signed: Dave Williams /as X Mailed Delivered - To be picked up 11 enclosures are not as noted, kindly notify us at once. JUN 28 '94 08 :42AM FRST AMER TITLE CUSTOMER SER■ICt - --P.7 • s . - F I R S T T A M E R I C A N T I T L E Washington County P R O P E R T Y P R O F I L E = = ************************************************, * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** =. === = == == _____ * ,r * OWNERSHIP INFORMATION * Reference Parcel # :1S133AD 02400 * * Parcel Number :R0262156 * * Owner TRSQ :019- O1W -33 -NE SE * * :CUNNINGHAM LEE REED * CoOwner • * Site Address :12526 SW SCHOLLS FERRY RD TIGARD 97223 * * Mail Address :13385 SW 115TH AVE TIGARD OR 97223 * * Telephone * =========m====.========... * SALES AND LOAN INFORMATION * * * * Transferred: * * Document # :93039250 Lead Amount * Lender • * Sale Price : * * Deed Type Loan Type ; * * Owned Interest Rate: * * Vesting Type ......,............===......... * ASSESSMENT AND TAX INFORMATION * * =======.======.===..======= * Land :$183,600 Exempt xempt Amount: * Structure :$38,400 Exempt Type : * * Other * Total :$222,000 t Improved :17 * * Levy Code :05185 * 93 -94 Taxes :$4,226.31 * == == - - -= ===.= * PROPERTY DESCRIPTION * =a= _ = = = = == ==. = = ==m * * Map Grid :655 82 Class CodeR15 * Census :Tract 319.03 Block 2 * * NbrhdCd :ZWSQ * * Mi1lRate ��19.0375 * Sub /Plat: u f •* Land Use :2013 COM,IMPROVED * * Legal • :ACRES 1.24 * * * * * __ = =_= == _ = = = = =cm = = == * * —PROPERTY CHARACTERISTICS .,„===......===.====.===.=== * * Bedrooms Lot Acres :1.24 Year Built : * * Bathrooms : Lot SqFt :54,014 EffYearBlt : * * Heat Method: BsmFin SF : Floor Cover: * * Pool : BsmUnfinSF: * Appliances : Foundation * * Dishwasher : Bldg SqFt : Roof Shape : * * Porch SqFt: • Roof Matl * Hood Fan Attic SqFt: InteriorMat: * * Deck Deck SqFt * Garage Type: Ext Finish: Paving Matl: * * Garage SF : * * * * * • * * * * ** * * ** ****************** e**** p********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The Information Provided Is. Deemed Reliable, But Is Not Guaranteed. • i :'. JUIY Cd 74.1 1:1„ 41HI'I : t 'X71 . HI IJK 1 1 I e- 1 051 UI ItK bt1<V1...t N. b •"'+ IM \ I ' 1( ' ',;• ' • `I'.' ,A' • , + " , 1 • • r " +. I e;. ; .. '. .+' ,t . .1 I, ._ Nd, II - dQ110NMtNr e1. tUL IfTArt t TAAC Y Yr yw.Glbe me a~ ear.,b.r1r., .TerrN 930 ' 2 1577 �— � • • : " + As:roNAtpaT 0, coNTBACT ' Ifaeltla n ceIMI •• KNOW ALL MEN BY t'NESa PRESENTS, That the undersigned, hereinafter called the assignor, for the ' yn/'' oomideratfon he e lated, has veld .and assigned and here6 d e t Wm a y oe grant, bargain, eel, assign and set !Ivor utTto the...gust.,A.f...!xaac.8.,.Z , �1�d� ...litak. RPta S m1 t egt4?er kJ, ...19,2 hereinafter called the assignee, and to assignee's heirs, f e r and assigns, e " . set In and to that serfs' ntrae r eu eeaeo a ae gn , cif of the vendor's right, title and Inter. �. tfo the sale of eel doted i#Yt7ond A • Hr t and s es L.. t }�+sr lj ipa197� ,6ehr.sn,.,,..... ,_. -t;. C liarii " a ' n iied "' unns.n k 1! :: ':•-,:... , y �{+ F „ 'b'Y+�1!•'VS �hC •�• 9 Am s not 6s t'en'�Yi't� St1C"L�'tlt11f110fl� �Sll � - : , � , trac � reeo�ded in the Deed. Mlecellsneovef Records o f W6 $ping t an ' E.' � • ' - :'r fn book x.14 ”. ". "...." C ounty, Oregon, j:; / > u me No7•0,r,7, ;,..4.,1, a t page ,,,,, ..,., .., ea lee/ file /instrument /microfilm /reception ,• '.' - :.,- r '• • !.f fl 1 , fin - filet. which), reference to said recorded contract hereby being expressly made, together with ell the right, title and ( ••':;.. K W ; • ,i` ,,! : : ' f 1 f filigree! of the assignor in and to.!! moneya'due and to became due thereon, The assignor also hereby conveys to the , +. yF r I Assignee the property described in said contract and the legal title thereto which in held to secure performence of the -i :.. -; vane2e obligations created thereby, The assignor hereby expressly covenants end warrants to the above•nam d ea. +' , ,. 141 Y • • Q. 4 4 i ` s: Jeee that the assignor is the owrter the re y i [ e � f f i r n r� the � r r s �r el estate described Jn geld contract of sale an f i s + ; +:, t ,F � ` •I.w 'pf7Pellia4'ON' /0-NIMVee` +( 1,:1 ' 1 1 1 .1 1 Y31W?i4Wiitw'ti1 Ib7f3fiif xXx xxxxxx y y� a i `l �l , ••r. ,':l~ td ati fhlItI CAXXXXM?f?1?f,Nt3SrISIP4aP)iVAx , 4 • 11 f f , 0 R • Tha true and actual consideration paid for this baste :, elated in forme at dollar., ie •;::,.."';.,`.• i t�.an,n . ', ti owaver the actual consideration conflate al or includes other property or value given or promised which le part or � (�rq t: . ' I S `rdi'. . ' r .;.(� 1 the 0 the whole 0 consideration (indicate which),m �yrY ; a '!..., .0i in construing this assignment, where the context so requires, the singular includes the plural and all gramntati• r ,. ; - 4 . - at 7= sal Changes shall be made so that this assignment shell apply equally to corporations and to individuals, ^ p r ' +' r' Y ''4 1' : • IN WITNESS WIIEli1;01r, the undersigned Assignor has executed this assignment; if the undersigned ie a r,'' • �� ; ? tiy corporation, it hes caused its name to be signed and its anal ell►red by an officer dilly authorized thereto by order of t3''. �' +a: J? its board 61 du C lore. / , e a; „�•.. - I ' :,r.. . DATED: .c1Me4Lf{ d.Tt?..,...,. 1 9•. .°1 .�r �r �. , a •( ; a� , . ] j { } ` y [� h ' , � • ' ..., t ry..Yge 1-0— H ik .. i,- v.< f ik. Lam J j , . t F L. ' rab �° z w'r- '•, : 't, ` t 4.71 •444IN 4161 T1.14 VIOLA7100FDT}{ PMOPg Y 1.g r• ^ i';' , . II iBO I N 88 N N F A L ANG ; ; ' r ` , ; t u s we AND RBCULAT: NN BBFORC BIGNI1.. „_g N s 7 NBNT THE P R l ON AcCUiRINQ R6 TITLE TO TN Moor R , , ,:� '•�• ^;� 1' 9NODULO CNBC ITN 7N.s APpROERIATE CITY OR +t , t {, ' , COUNTY PLANNING DBPARTMFN TO V APPROVBD USFB. t ^' '"J. • III IM gem. of the Ni av le a osH•, vu Ow l J oo►swloaDANOf wlwl.l M , o'� i s?Ara of oliso r ) E TATa o f ORSQQN, ' , . 94 , county of X4=11.4.1.2 3 Count, ol......_... -_.._. u. � T.' 4' ` i. • ;,04 TAb instrument w&J aesnowtedged lesion or ea ?NI instrumentwrifeknervleddedboleroe en. .._. .... ,.., ..... ...,.....,..... + 'j' t , Il '*r e,; 19.'..3„ br , - • 1a ., by , ' r.r.�t4 . . • I�, h f ` �' ' • � r'. gt • ) . �4' jj� Air 4 ,, T r . s . Off E `. ,II. . �' ( t$ } OW ry ub ,. Ore /an t v: -� i .. ww I : A R ` ' r • , - iCut' i MAW ` • .... 11 ,41.„1 . -N p pag " , • ,,, e,: a r- !' My eemofJglen.rPiro.: /2/Fr' ' •s .• . , . s i naI S CSh.tL �' • • 4...:4,01 ^ / , • ... Ow InappII; let. nerd. P4CT I • ' . ` f Rol upheld', d ole's Ih . r., t•.,. nos : r d rrr.r/, N rr,wld r. wut�aa, `1 °.? i •..ef leekt4. ,./k a � S1 STATE OF OREGON ;;, r - • County of Washington SS ,es• ,r '4. I Jorr y R . hfa DuQator of Anneeemont ' 4'1 • t Rk 'X , ORAN1011'e NAM! AND AO e Ritt end Iaxabon and x. f Records of Con. '. ' Ks N , 1 ; veyences forTacid eounly •dD here test the -1 11 �* s r t�r!F,°"b6trinKr thot the it(thln it me i Of wn'ting we , • " 1 i received d r000rdBrf to beak d records of god • �' �. • said county.,' ' • . +� 9 (mares.. HAyf AND A1501•11. Jerry 011lta yy • R, ilen Dlficice Of { '' ' Aase Wr TExcdon, Ex- 'ru- ,i .. 1 , '4 MaNINNIe. Iwo.. le (Nam, *Moo, 211.11 r Mau ,� ^ ' .M..,:;-: Y . ga4y. L • . §,�X�Ua: t z .............. .._. ........ ... .............. _. 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I ; ; r'r t� , ti qt„ t''1�•i S, , , ;- :;,• •r1Cri�• ... • , Y �,•i " ,. • • ...;,..JUN 28, '94 08: 43AM FRST AMER TITLE CUSTOMER SERVICE ', " " - P 9 • , • r A ' + IT"M1 • 11 t. y 'J�r .4• s . i L e 1 c I ` 1 . i.ln .••,,......'....-, i - ` fr . . y .l f _� . • - ''l' •. i .A _ E ' 1 tr i 1 ' I - ( _ _ - r, :,,,�... .•11 'F i� ,NO, x+•R415�2 } , 1' l 4 . r : rt' 'iT ;- ; - ' ''. - ,, ' � , • • , • i • . . 1 • ,. ''1. i1'*•. , 2. I : . , i i3; j t ' •r ; i I tin'•, t; t 44 . r ; i 1 • • " t" . n•t;*.0, ti ' � '.- 1 "• z \ 111T/Ill'lrwt COWFANY OE VIELCI l Jh , .'1's- 'iJ 11 r• ..'. i.AC1� \•a tit itln�ii••.i N...." .. • , • • �.,, , � � . CON" ' .' ,tear, . . •, ,9, . .r .r • •• ' ' t: . , • � : . : Ali , ,, - - t , + % d. Fbbruar 8 ij • ' ;i -..'44 ti' A i THIS CONTRACT .de �� ryi � Y Ip 7 M rvren ,RaYro A., I bik,e,lka Asnnees ':» }p�blk, husband and wife', ii ; 2;s cod ; Co nn m a rid' Reed w' ctiritinia' m h ,ailed th e ether, ! p„ an f' ..,. t ... CM1a d O L' �0 1�11�0C� l 0 CO�00 i. 're�1;' + - 1 " _ ':•'ti' : P but with, right of su vLvorahLp• tan . • , hetertalrtr s( th• buyer, ; l� w1rr555BrH: That in OOnAldetetiMl el the mutual toverlamre and agreement. heron contained, the i• "' " ' "I+ i; ::'' "•' • 0 , ` '•I, wile, mg,.... to Atli unto the buyer and the brayer agree:. to putcha w lrr 01 ee from the l erl the tolhxeing de. i t •, `�;,��,ry : -; w: :: , ,.,, \ lau '�' P �,ti County 1 Q •Ct d • Itrd fe'r}effae dluatod in Yls inon , f >tvf I I L. (J 1 , . • ' , m 1 A3.1 of that eerta3.r. tract of real property n Srah d b tstted in oeeo9lon 3 ;I .� • ; t.;,•r-r. n , , = 1',,- • Tewnzhip 1 South, • Range 1 West of tno 1t'illataatte Y,cridion ei ed and , ' "``:T -1 J" \ m 1 described do follyde, to -wit• e ,' •-••r.A^./l• , ' c 5eol.tning et sn'i on Pipe 8 :17 feet north and 20 fee„ west or the one. '• F quarter corner between Sections i3 and 3 Township 1 South, llart 3, Weettl! . :; -; ' ` I ,3, h thence Weet 240 feet to on :iron pipe: thence ;forth parallel with the East ""- '' • "" • • I ' line or Geld Section 3 diatanee or 239,:5 ; 9et to en iron pipe ir. the j: ;` • :• '' • : South line of the Seholle �arry Co. !load ; ?a, ?lit:', thonoe i io:tn '9a toot r i 1 a' �:� 1 1 y jI alopr t he South lira of Cali So Tarry Rood, 344.5'0 feet to an 1.1.011 ', .‘' .1j... pipe) thence out alone! :r :u moot Cido of C;lat certain reed which la II +''' •:' '°. < I S4auaafue end recorded in 1 .3ooi< I 'J f pa ge 330, record of Weehinnton County, l • ' ` :�•r" '-, . j; M•egon, and is 20 feet West of and parallel with the Gast lire err ca id •: >; "; : •;' • 1 sootion 33, a distance or ',:::35.2 feat to the place or be_S,nnine. ;r t1: . ••at. , ., •Ir , - • lt one r ; un d re d t wenty t . 00t le and en as /100 120 000.00 ,' !or the wm oi' Dollar. (( e is (hereinafter called' the ournhnn ariee) areo of wh ich t eentty•.'S,ve thOLtOafl e no/.O I ' Ii • Dohma (1''J r JJU. 00 ) h. paid on Ill• .Y.euclon hereof (the receipt of erhie.h'ie i. ., II hereby acknowledged ay the seller), and thc.rrmainder r• be paid to the Order OI the &for a the time, and in • 1 amounrd a Talli■n••• • I , • y,orsth a y incta of :1733.2:;, the first: installment being due and i . ,'t"`'• • 11 payable ono metth :rota t:' +e date hereof and a like inatalletent on the i• • came day of each and 'every r.onth thersafter until all anon,. awira'here• II under have been fsa.d. ij• T -I,f , na I i il l •� _ .,N • 1 I ' • I }•: ! t: ~ ' :' 1 r i i 172)t•• i. J .ter i ./116t• JDi,tlsocat ctilmel a OM mouth.. , i' "`a y'`ra "r I :•- a' fa) w M wir1 a ter,o Mn .. ■ n•nWN 1••nr a' n, Ia In bona o Ai, fanomin bar a•. • .Iho , i•1n If fe••In1n nor hr a I' : I 1 I All la rd "area. min me, n MITI .1 Inn 11T 1 al ninon Annan n1 .nib ninn.. bon M.4 In 11•wrl .I On r. d„ 1 1 ' l.• anion 11.n,t.tle,., here o1r„ . •,ill r1, +nl.,.b r h. d. morrtn ' '' • i • I •' •••4 1. r ag .• •w.r 1 �[:e aH�i6 r1�S`c OS' •r Igdnd f �•n ., r ~ •w Hall •• N.NM w. w. ,l � rA iw�rt�i lu 1' ' _ 1 Inn . i r .I I li. o I the date he 78 ':'r" -• , 1 r� , . Nub N mall 10 p e••rnn sl .4).0.. re li d ,Ire Min man I•rnr • rrnn�. � • N , • 1 n, 1 1 r , In.ule ne I triton ill nil n h•• . •r..•r on • ' llwr hr ' al I .•. 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A L ' .._._•-..,r.r_.__� v4 :m vim.____ -'7_ ....,. 1 • • . ,4 . i' A ' (; i•1' Lr`}:, l " ' "y 1i M:,r; ,t � ,,, , ;.,, , y. '; r I h ]*. ' V ' iv I ;'11k lff, •ag , , • , f • 1 6 9a�'.1y r;. 5• • ;cti ;iog ''• 'K :i. Ali. r, .� I' •4e. Y., jyi•__i' ,,�•[. of A :r . -• - .. .. - .. • '' • A . •:•.' •''''.J N 28 ''4 08: 44AM FRST AMER TITLE CUSTOMER S ERVICE• , ..• •••• • • ` -P.9 • ya 1 , j '� r : + r if = .. ' `, ' A' ., .i . 1 0 . \ --t • :••t ti .1: 1 _ • •••• f .i. f' - •• IY I 'l ;:Y.f , ' ' • r - ;1-f;�,l.; l:R,+ A 4u , fV T ..i . . a i .. r r f ' '•'r "wool r.,.... �. ......t.: .11-21! ra Ira:: S•.' u..: eu -J Cau._4AT•RCI i(N�:1•:: 4.'I , ..,.., • 9'•'1:.1. .. ' and pooviaXona I • Y• . .'• ; I 1 : a0/ . N .I t "4" .. . -- oz 0/• •W 17 IMII :I.• e r IM r M w+I.+. .. Ir h." MM' 1/ wr. IM ' . • N 1 414 ... I . M•IN lot i. r t N Vl.lwl I M lw : AT h." 11.Nr w •- Mw 1.. ' • -• :1 , .; : '' ( ,. I C� i•Mr�" ~ �l' I r �.l n In* {' w � N:. 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Iwl.ww •• IM 4.14.1 Y q /I.0/ M n w 140/9 ' I. �'•� � '' i I. -'_ , II Ai. `� � /A r. , r . 1�.f1 rr, '1 :wl o, r 10/ Ar/ r W 44''.1.0/" W N 1 Ir . 11 . .. " • II ..•YY.r •A I•.Ywr,,w al•. J Ty nr1• .err ' ?•..'- -' '' •1 'Frail aentreat !a further dubleCt to Cho tams o' the 1, i° :: ' " : 1 1 . . " • • ' Addendum ,attached horoto wh$,oh h Chia referenda shall be made a cart II r; hereof fully and eoelplotely ea it herein oat forth. • _ i ..•. • 1' y A i pr. ere .r Id:lr ...sharps wo or o. two., w .4 1/ hot el b lla n, 4 1 12,7 'oD I i - = � I 1 • .. a 1 • . ) � . �.4 M � 4 .MYrnl l IRrbw II • 1 .rite.* a0/' r ,M pow... 11. w, • Or Wpm -. , - w ll. , • .l. : . : y nfal 0 4∎ 1 1 . 4" ll. M 1"" 7: w / M Y el.• r W Wits** W, r aNIM . t aid rt M 1 Y �l,M W ..-9...r..... I ' I . , ewa i0/ Nrr UI.t P..IA. fa M .aYl am M a11.ur1 r 1.. . rWl nrw r...w' M: r pIW{f rM. fYr ala:n .. . ~:1, , 1 1 fiL i /~i1. 1n MMAn/ N c w. , 4 1. ulrrrm! IIW, Jr WW r M tyro Imp L., M.+ ..k.614.. ,...4...., ,, If IN ,...,,,y, M..e�' a. WI. _ .i Ir /Ne MYI w ,sumo A n..r al Odlra I:1. 111=1, IM Iwaru IY IrnM1m IM IM 174.1 .d IAY Ml.rh W I I Wl1 � , . . Y ^0/ 1 .11.IIIw .Ir fmr .r 1 1W a M lY r a.ar. Mw1 .Iwr .1. 1 a* V .rw ntl I� W wlwle •:1 -� ; 4� ; 1 IN WITNESS iVNBRBOf, lufd plrtft•r have 4recyfM ?Wa in4fturttMf in dYplipote; il either f1i the tin- I . " , derai:ed iff a corporation, it 'IAN rauuad ht c rpOrale MIT. 14 tat eidne.d and it* flo/po ail MAI offI•ted hereto ! ! • •.. , by ' 1 olfioen dlelp authalhld la rh.rwlro by craft OI 110 QiK roW C I ' • h �i/ ' '' .'' " .. �. reef. II y 1 t✓ir/.ap,� c.�. f . �e'>y?rea art, @ r t �, N nd 1.. M A O OONr Camay ef. ..,. .. • . ... ... .... ) w. • . i , I IGM1 -h our 4alvr 11. r eam , wool/ rob. Oft o tkiN, .. ...............- . ... . ...._._... ,d rl wM M4M M CM Ir•rala r � ) 8T !8 OF i Calm. et • -.A. - hinPxi9n,„._ r ) a` / . • i I ..,EL' nr� Y ,.. ,,,., „..., /e,...l.5�,_ er ....... ....... . ..... tad. .. • r T . m naur aD a.ero e •. a• • I I I tll /1 1 FANr.d tne aban +1+aYd ...... .. IAO! x felt,, lo 'M ' .. A,qe toner, die my 1 1 I` • , ,,1 1 li I . • '; ` ' • . �` . ..... ....._... ,. .,. '., .. ... ... .. that Bu tat i1 fa. 1, af aa/ a0/. :, ..._ „ ... ... _ •... i'. I••' ..... a/d a Me fete • •• - a e st era tim. ' eh& ' :. • ,',•? • �e� • '1T • _ __.._....d w , A li is Attired W it re nter r ea ill r l l R l a h/ , ea • 1° 4�: ti a w InIM tai a deed, DeraNen a hJ :fro s f. hud .t -d! 1 v e! .%, 41 . ? 7 .. • ••def . than, e Maid Isle Inurement re e. 111 entente." set et and deed. I • :51 ry P r lk nC.F:� @h ero ,tor I .'•A• •. ■ • Yi. ' i )1 ' N n f .� Aehlle OnRen (OFFICIAL I; yy• f teroy corm let Oro4eA • •, ' 'fir' ' ' 1 Xtr earialli ed ienlrY C - 4.0,.,,,,..s.. Mr tnmmiluan er4rnll a! , i II • 11 , / , ' • ".ty ' •} r'Aiarw• 9Vw1Mtn Irwa 11 tlf..Ib1 f�� a ,IU. 11,111 fi y yy II • • • , •',• .'�Y, `1 i DAM r0/ 1M =a .u. 1yy Ir . YiIp1T11! .Ir I. a+.7 / W.'" i1 ' NA . ) /! ,N dr to 11111 $ww �wl IM 4.b rl' 114 :.% �I -. -• ,ty• . , ..*,. N.. w .1 w.Y1•,Wi W . W11• III I. 1, 1r p� 1 ul ws .% a • a do w e � 1 ,1 1► Ma f.AM•. MI I.0/ awe !1 WI .11w Y. IY1n.M1 Y .wham YA N1 W. M `'' ;;.•, "d) Vbl.tO. et aulralba 111 ,11 1.111. awWn 4 a C1aat al r.alYrrrvJ Ii S yi 1' - -••-^ •. �. ( ' ' (Oti'.Ga1FPPoo CONTtfNYD) I r I , S- I ►: :� I , • ' � • , jI • e ' ; ' : .. •.t { ' A I , 1'��. i „ » • I I . • • :.,,,,r J',» ".."''''.7..7:17. ' ,7. .v ;1 1 . � t0 e70/,d N•v1•1"7...,.r. . �,,.. ,. �_ ,,.. :. . �1 •:fir,,,; 1,t },.,gi..,. {n% p ,. ' '' • , • . � I , I 1, '04:,.....1 .• „ 'dil 1 . . • . �- • ,,. , rj'1y.: "M . 1 ' . `$00 i t% 1i , 1Mi, .1'. ' . " ' • .r r, • a{• , , • , ' .. .. r • • •'•;,•. .'•;JUN _ =,'94 O :46AM FRST AMER TITLE CUSTOMER SERVICE,. (( ,-� .. �, 4 li""JJ,f P.4'..1!;-* ft,.Y p \ .:;..:..17...;.-.;,......:,;..... 4 1,• e V s 1 - . _ 1 � ` 1 J r i I � 2 f r l...� f • :� • af . 1 '1}l�� 1 I.. -w : . ` . J ' _ . i ' yr.. yy�1�'�►�,,•yy►�y1 1 � e { f ' • 7• ti , A'DXXNllult TO RBAI. BSTAT! COW?IU f • I'.. • SILlans Raymond A. Hrebik end prances L. 14ribik . 1 . BUYER Tte Reed Cunning:am and !leer W. C,rn ingham 1 M! i' '• ; •.!••::�•.,,•., ' 1 RSSAL PROPERTYI Section 33 Townahio 1 South, ;Inge 1 Weat `" i • • of the willemette berldiar5, Waohing*,on County, orogen ; —� That in addition to the ,terms and provisions or the contrast hereinabove referred to and to which this Addendum is attached, it is ; agreed by and between•thc pertieo ao foliowO; • • (1) Wherever the terns end• provleLone of tr.ie Addendum alter, conflict with or change any of the printed portions of said centraot, 'the terms and provisions hereof oha11 prevail and be binding upon the parties hereto. Then after the balance of acid contract is lees than this sum of $85,000.00, this balance ehali not be paid to the sellers � withih ten years from the date of said contrast, unloose in making =: => :;• , „ ''"'•u ..• ' g. r+'. pay'er:t thereon, the buyers pay as a penalty for prepayment, three menthe � ' 40tespee :5e contract rote Op the unpaid balance in addition' to the principal ' r ` ' • -i4� and intereot owing on paid contract acco1 ing towns terms and • - - - - -•— _ iiwc provisions. . '' (2) That the buyer ohall furnish to the seller, evidoonoe of the payment, of the real property taxes to be ntide by. them 88 provided in said contract by furnishings receipt therefore .or a copy at said . receipt, on or before the first day of cash year. (3) That the buyer has inepeeted the premises, Ithow the condition thereof and accept the ease in the, condition se they now are and in and ea is condition. . i •,',,.•,...; - ,,. (4) It is further ar that ell of the persona property. , etored the garage and shed of the sellers living area and personal • property such• as furniture Or appliances are not included in the Bale • !;, of said real ,property, nor is the lumb1r by the shop, the barns in ' tho backyard, the cattle chute or oorral, and said corral and oettle _ chute !iy be fence d by the sellers. . ,� (5) Trio !miler shall deposit hie contract in eaerOm at the ' • bank of h a choice for oolleotionr.atd said Ferrante to•be made to the bank as designated by the seller. (6) Whenever the principal belonce owing under this .00ntrnat in no more than 385,000.00 tho seller will convoy to 'the buyer the Southwesterly portion of the unimproved land and a portion on the Northwesterly portion thereof for access to the portion to ba oonbeged• in She Southwes portion of said property which eh ali,•leave legal... - i : It - ._ :'; '''7.77.%:,...: aimed Sots, that is iota required by the Zoning ordinance in effect •• for real property on the access designated ea Southwest. 125th, Street. . as to ares in debt ad if a new building or • residence were te'.be •• constructed thereon excepting for the property located At the address, , of yZ,ga S.W. Seh011e, Ferry Road. Said portions to be eenveyed Or ' c such KO required for compliance to divS.ds for reoidentini ?u'peses• • real property according to Boning ordinance' laws and rulesi and;., ' regulations in minor and partition and subdivisions effecting said:'•'• ; real property. Providing, however, the conveyance' to bn meow') She be sods whithid three years tree] the date hereof.. Providing Stirtbel'a ';,i,,:.:.. ,. •.: ' that any conveyance made pursuant to thin •pepegs'ep ahail••noe a. • pcB�tion of woad the real property in a value that wod nest aslia� . retaining eeourity to be less than 75 percent of the original DaL,nes - wing 1+ereunder. • v ; f;. 1;. Scholl+ lorry a ped restrteta a ccuse to th e , n t ,, If the d uo po the or. '12980 , a � r` I` tetesdad secs o5 the uoLaproved prapect7, said dn9liLeg tray b• novae, or removed .:, :.. - • , ` t1 st pl+rch■tere option, so lees es It does noc de the value of the remotese8 , � � � collateral to leer thso.7otaf the or tgtnst contract prise. • 1 • . i ' r y a � _ _ . gle e" . . 1;r;. i_ . • • JUN 283 '94 08 :47AM FRST AMER TITLE CUSTOMER SERVICE, - P.11 K I r'Y i.l"�,�y+M /}•Y ��tt . . r Y y + ' . - �• ' • IY.i,.wY „. . - . • t 4 i �t �. ili' k r ;11 r, , N i' �.- { 4 y r.. V L}i'i . 1 .9 yY 4., e} r lr i,1• 1;.',. y>r r j � , ' •,� y55 + ", ' ,� Y 11s Y+. � a. ` lr `t, , �_. ; r� 1 � t i � ��t '• .l�' ' - -� ;'; ;.r�:' rt : I ' h l.� , 7 '' v I J � Y -v :., i � .: , ; , •�,I, A . -,t. n' .1 "• ` t. ::., 1 c` 6 1 . f . - t ~' , t• 1 . u;• s ' :� 1 � � y r {' / ) Turth r, th•'aeller troll to •ntitleo to presets Std ` ^� , Y , ,~a,;s ' � .qv+ t k '' A4es#lat►�.44t, ad t *�elr ro1FL4fNas Z�+NCOQ PL the address of 30 V Y „> �'f''(;', 5: g118 .�parrp r?oado Tigard, aregan 97223 ror a parsed of tF, p617$ 1 ' ' y .` ,,.• '. , ' i... , • room E1xe' date hereof. i +t f ; 3y y'i .::'•' ,' r",: DATED th17 .. ctu7 of robruery, 1378. - t a: ''.: 1 3.- % '�'•`.. . J LT" . -,..i0,4- , ei Ne l� .,,,..):::....,,,\).—,..— ...—..—_ . , , Mil } � 1` , ' r`�.it : TT�.'''"'�.'' �'''""' "`. \,,,, . —r . i f ' f, ' , .14 ` as ,.• " •,, rIe c � c .• ` < ,. ' . j • . fi r, ;' 4 J'�'�'t •Y�y •'�•tii. \ ' ' t r ' :k: :d i ✓t ':F'f'' .. Ili .,' . .Jrry' 'a . • '" irk. ' ht:(ciir•lr` "'Uri.�','f l',;' �......_�__. • • _ ' ''' r ' . t ; L 4 4., � :. . NW Ede 10 • et War r m t v.,i eln•piiwYi d 0110. • {'r"J• ,' {: F• ^ 4..' y Y ' ' w i'Aftwofll ^' pl w ' �i womed' • , 14:',; r y?�,�" ry.j rJ: {`+s�.C: '' ' .� Reaal I.4rMwA•M'.w ly • l V'i • yYf- , * /. �_� ' y ;, m++.. i!‘r` rnnd .Y/ Mti'til.leii * kik' •` . ,' ! Fee iv soinila ; ,. •° :'L a s i , t 1 . , • JUN e8 '84 08 :48AM FRST AMER TITLE CUSTOMER SERVICE =- — --- - --_. 0 + THIS MAP I8 FAISHED AS A CONVENIENCE IN LOCATING ASSUMES NO LIABILITY FOR ANY VARIATIONS AS MAY BE DISCLOSED BY ACTUAL SURVEY C A at h.4 rr f `a y First American Title Insurance Company of Ore n _ le illil‘ An aaaweed Owhnoss name of TITLE INSURANCE COMF.INV OF OREGON 17,00 S.W. FOURTH AVENUE, PORTLAND, OR 97201 -5512 1S133AD (503) 222 - 3651 ._._._____..---------F--T I n . . 1 ,0 4j ': 0 DRIVE 113' . 100 :; 1 10'T O 200 T1.84 300 ......• 24 0o X cr 71.0 400 T` 500 w 23 to v1. 600 22 ° dr 33 / a , 40 1 21 0 d 9T ° 8749 1 1 4.49 N �. 19 20 _�� Ile • , � A �0 T4 � � co Ul [ tb A��� !9 � � +__�"*'r P. I. ?l - %149 0 eTei 'II' b" 4 , 1 0 �� N 04 , 19'3 100 , C9 • P, I. '6 , 2 401 ' 4, Ac • • • • t . -... e . 14 " , 10 1 09 0 0 2400 4 : 10700 8 1.24A . . 10500„ 10600! w 104001 a 162 163 164 165 A tz 161 N . .; 16 0 I ,p ' (f� a . ., f-.c.., :► ` � 01 I I000 , 166 Q � 10300 P 4� . -4.e. ' i 159 ! ♦' 4 ' I4. I l p ' Cr I 167 �s 24 0 - * u.j ' 10200 � -. ii. Ht.; S" .1 2 15l9 41. W ' 2eoo °S" 14 q 1lzoo 1 ---, n f • V 168 la 4 00 Ac �, 5 10100 t IIE.63 - , . 157 r 11300 _ V3 10.37 I 4 " ` 169 Lt � • ° 10000 . 8.°4 I vs In ' w 156 7 •,- SEA MAP n 11400 � ' 8800 11? . ' - = a 170 ..,.\( ! ; I S 1 34 8C � .af 155 t t'� 11500 40 I11.4 ~ / �' ° �- ti 72.92 126.61 ` � 1 9800 1 - I h ° I . �{ G ' 12500 P � 12400$7 12.300 o % 154 1.:Y ° 6 ti 4. ... (1600 B a 5 e i ° 1 ti 172 1 700 � ,� a �, -, o� '' o � 4 ! / 40 e 153 ,;( „$ �• a 11700 •,� 12600 76 as / e CO. - (73 A 7 - .Ad ,C7,44 _ 0 Q a°' *co 4”' 1!8'*' . • � 4 ' ° � s o �� e .0 Z ° 12200 • o � 'i° 1 I2900 3 0 h R 10 �' I2S� ti �., I. inn / FOR ASSESSMENT ' ' 1V , e, /.; � I c f 12100 I / of iCflncr� ...,, .. e •• 1 • .. • AFFIDAVIT OF MAILING STATE OF OREGON W/rym.e.7 ,,c>.yo.7.05/) ss CITY OF TIGARO ) I, __ U OO' . being duly sworn, depose and say that on • j L{,f -t , 19 2 l y . I caused to have mailed to each of the persons on the attached fist a notice of a meeting to discuss a proposed development at 7A -tc to I 2O , a copy of which iiatice so mailed is attached hereto and made a part of hereot. I further state that said notices were enclosed in envelopes plainly addressed to said persons and were deposited on the date indicated above in the United States Post Office at _ _ d • , with postage prepaid thereon. . 1 - Signature // Subscribed and sworn to before me this -, day of . 19�?� 1413111‘ ' 1 - My Commission Expires: - f + , OFFICIAL SEAL MARILYN B MC ALISTER • ` `'� NOTARY PUBLIC•OREGON - . : `, COMM ISSION NIO 034969 MY COMMISSION EXPIRES JUNE 03, 1998 hAlogin\jo \affrnail.cit • - MACKENZIE /SOO & ASSOCIATES, P.C. 4' k ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 SW. BANCROFT ST. • PO. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9570 • FAX (503) 228 -1285 June 1, 1994 TO: Owners of property within 250 feet of site and CIT West Committee Dear Interested Party: Mackenzie /Saito & Associates (MSA) represents the buyers of property located at the southwest corner of Scholls Ferry Road and North Dakota Avenue (1S1-33AD, Tax Lot 2400). We are considering proposing applying for Site Design Review for a bank and other office zone uses at this location. Prior to applying to the City of Tigard for the necessary permits, we would like to discuss the proposal in more detail with the surrounding property owners and residents. You are invited to attend a meeting on: Tuesday - June 14, 1994 7:00 pm • Tigard Water District Auditorium 8777 SW Burnham Road Tigard, Oregon Please note this will be an information meeting on preliminary plans. These plans may be altered prior to the submittal of the application to the City. I look forward to more specifically discussing the proposal with you. Please call me at 503/224 -9560 if you have any questions. Sincerely, K Dennis R. Woods LS:DRW /ks F: \WPDATA \94 -05 \94149 \LETTER =M 1 1ST GMER. CI:ST SERVICE TO W3 22S :2SS 1994.25 -2S 12 :29 4SS4 P. 04/1S ,* 1; *. 4 / 1 First American /Washington * Owner: NIEDNER FREDERICK A;ESTHER M Parcel: R0261923 Site: 10500 SW TARPAN DR BEAVERTON 97005 Xferd: 01/05/89 Mail: 10500 SW TARPAN DR BEAVERTON CR 97005 Price: $65,000 Use: 1014 RES,IMPROVED Land: $36,900 Telephone: 503 - 626 -8628 Thomas Bros: 655 B2 Imp: $57,670 Man and Tax Lot: 1S133AD 00100 93 -94 Tax: $1,855.62 Bedrm: 3 Bth: 2.00 Y3: 1978 Lot Sqft: Bldg Si: 1,395 Ac: * 2 * First American/Washington * Owner:,BOLOTIN JAKE SCOTT Parcel: R0261932 Site: 12570 SW TARPAN DR BEAVERTON 97005 Xferd: 01/30/91 MaiJ.: 12570 SW TARPAN DR BEAVERTON OR 97005 Price: $83,200 Use: 1014 RES,IMPROVED Land: $36,900 Telephone: Thomas arcs: 655 B2 Imp: $53,890 Map and Tax Lot: 1S133AD 00200 93 -94 Tax: $1,781.43 Bedrm: 3 Bth: 2.00 YB: 1978 Lot Sqft: Bldg Sf: 1,270 Ac: * 3 * First American /Washington Owner: "HEIM FRANCES E Parcel: 80261941 Site: 12610 SW TARPAN DR BEAVERTON 97005 Xferd: Mail: 12610 SW TARPAN DR BEAVERTON OR 97005 Price: $59,540 Use: 1014 RES,IMPROVED Land: $36,900 Telephone: 503 - 644 -5809 Thomas Bros: 655 B2 Imp: $62,810 Map and Tax Lot: 1S133AD 00300 93 -94 Tax: $1,956.44 Bedrm: 3 Bth: 2.00 YB: 1978 Lot Sqft: Bldg Sf: 1,578 AC: * 4 * First American /Washington �k Owner: GRABINSKI ALLAN Parcel: R0261950 Site: 12640 SW TARPAN DR BEAVERTON 97005 Xferd: 09/24/93 Mail: 12640 SW TARPAN DR BEAVERTON OR 97005 ; Price: $104,000 Use 1014 RES,IMPROVED Land: $36,900 Telephone: Thomas Bros: 655 B2 Imp: $55,580 Map and Tax Lot: 1S133AD 00400 93 -94 Tax: $1,814.58 Bedrm: 3 Bth: 2.00 YB: 1978 Lot Sqft: Bldg Sf: 1,380 Ac: * 5 * First American /Washington Owner: NGUYEN DANG PHUOC Parcel: R0261969 Site: 12670 SW TARPAN DR BEAVERTON 97005 Xferd: Mail: 12670 SW TARPAN DR BEAVERTON OR 97005 Price: $75,000 Use: 1014 RES,IMPROVED Land: $23,400 Telephone: 503 - 646 -8474 Thomas Bros: 655 B2 Imp: $60,070 Map and Tax Lot: 1S133AD 00500 93 -94 Tax: $1,637.80 Bedrm: 3 Bth: 2.00 YB: 1978 Lot Sqft: Bldg Sf: 1,497 Ac: * 6 * First American /Washington 4 Owner: SID Parcel: R0261978 Site: 12690 SW TARPAN DR BEAVERTON 97005 Xferd: 10/09/90 Mail: 12690 SW TARPAN DR BEAVERTON OR 97005 Price: $85,000 Use: 1014 RES,IMPROVED Land: $36,900 Telephone: 503 - 524 -3063 Thomas Bros: 655 B2 Imp: $52,720 Map and Tax Lot: 1S133AD 00600 93 -94 Tax: $1,758.48 Bedrm: 3 Bth: 2.00 YB: 1978 Lot Sqft: Bldg Se: 1,182 Ac: * 7 * First American /Washington * Owner: CUNNINGHAM LEE REED Parcel: R0262156 Site: 12526 SW SCHOLLS FERRY RD TIGARD 97223 Xferd: Mail: 13385 SW 115TH AVE TIGARD OR 97223 Price: Use: 2013 COM,IMPROVED Land: $183,600 Telephone: Thomas Bros: 655 B2 Imp: $38,400 Map and Tax Lot: 1S133AD 02400 93 -94 Tax: $4,226.31 Bedrm: Bth: YB: Lot Sqft: 54,014 Bldg Sf: Ac: 1.24 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. __ - =T =MER. OUST c=cYICE TO -23 2 2 =3 1235 .°34.c'5 -26 12:::M EE =.c ^5/25 * , 8 , , *. •Firsi merican /Washir-gtc. * 'Owner: KINDER CARE LEARNING CTR978 Parcel: R0262165 Site: 12658 SW NORTH DAKOTA ST TIGARD 97223 Xferd: Mail: ,1777 NE LOOP 410 #1250 SAN ANTONIO TX 78217 Price: $160,000 Use: 2013 COM,IMPROVED Land: $165,500 Telephone: Thomas Bros: Imp: $363,200 Map and Tax Lot: 1S133AD 02500 93 -94 Tax: $10,065.1 Bedrm: 8th: YB: Lot Sqft: 43,560 Bldg Sf: Ac: 1.00 * 9 * First American /Washington * Owner:.HIGHAM DAVID A Parcel: R1393478 Site: 10741 SW 127TH CT TIGARD 97223 Xferd: Mail: 110741 SW 127TH CT TIGARD OR 97223 Price: $96,000 � Use: 1012 RES,IMPROVED Land: $31,200 Telephone: 503 - 626 -7777 Thomas Bros: 655 B2 Imp: $95,320 Map and Tax Lot: 1S133AD 09700 93 -94 Tax: $2,408.63 1 Beds: 3 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 1,804 Ac: i * 10 * First American /Washington * Owner: STEPHENS LESLIE ROBERT, Parcel: R1393487 Site: 10729 SW 127TH CT TIGARD 97223 Xferd: Mail: 10729 SW 127TH CT TIGARD OR 97223 ? Use: 1012 RES,IMPROVED Price: $94,900 � Land: : $31,200 Telephone: Thomas Bros: 655 B2 Imp: $95,160. Map and Tax Lot: 1S133AD 09800 93 -94 Tax: $2,405.59 Bedrm: 3 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 1,689 Ac: * * 11 * First American /Washington Owner: NOPSON STEPHEN D;ROBERTA J Parcel: R1393496 Site: 10717 SW 127TH CT TIGARD 97223 Xferd: 10/18/89 Mail: 10717 SW 127TH CT TIGARD OR 97223 Price: $110,000 Use: 1012 RES,IMPROVED Land: Telephone: 503- 526 -0556 Thomas Bros: 655 B2 Imp: $100,040 Map and Tax Lot: 1S133AD 09900 93 -94 Tax: $2,498.50 Bedrm: 3 Bth: 3.00 YS: 1986 Lot Sqft: Bldg Sf: 1,864 Ac: * 12 * First American /Washington * Owner: NAVAL NICOLAS A SR;CECILIA L;MALLARI NOR Parcel: R1393502 Site: 10705 SW 127TH CT TIGARD 97223 Xferd: 04/21/92 Mail: 10705 SW 127TH CT TIGARD OR 97223 Price: Use: 1012 RES,IMPROVED Land: $31,200 Telephone: Thomas Bros: 655 B2 Imp: $96,020 Map and Tax Lot: 1S133AD 10000 93 -94 Tax: $2,421.96 Bedrm: 4 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 1,801 Ac: * 13 * First American /Washington * Owner ;,BLANCHARD DEBRA A Parcel: R1393511 Site: 10687 SW 127TH CT TIGARD 972 Xferd: 01/14/93 Mail: 10687 SW 127TH CT TIGARD OR 97223 Price: $106,600 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 32 Imp: $80,980 Map and Tax Lot: 1S133AD 10100 93 -94 Tax: $2,284.14 Bedrm: 3 Bth: 2.00 YB: 1986 Lot Sqft: Bldg Sf: 1,320 Ac: * 14 * First American /Washington * Owner: SEEMANN SANDRA KAY Parcel: R1393520 Site: 10673 SW 127TH CT TIGARD 97223 Xferd: Mail: 10673 SW 127TH CT TIGARD OR 97223 Price: $75,500 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 B2 Imp: $73,220 Map and Tax Lot: IS133AD 10200 93 -94 Tax: $2,136.39 Bedrm: 3 Bth: 2.00 YB: 1986 Lot Sqft: Bldg Sf: 1,392 Ac: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. i =2M 1ST =,P'ER. _'UST SERVICE TO : =23 _ 2S 1255 1S 4,ZS -2S -_ _- ^5E 4 = .70/15 *' 1 5' *' . First American/Washingtolll * .Owr: CHAN CHIEN- CHUNG;HU CHEN -CHI Parcel: R1393539 Site: 10659 SW 127TH CT TIGARD 97223 Xferd: 04/07/94 Mail: 10659 SW 127TH CT TIGARD OR 97223 Price: $139,500 TJse: 1012 RES,IMPROVED Land: $31,200 Telephone: 503- 646 -1903 Thomas Bros: 655 B2 Imp: $98,060 Map and Tax Lot: 1S133AD 10300 93 -94 Tax: $2,460.81 Bedrm: 3 Bth: 2.00 YB: 1986 Lot Sqft: Bldg Sf: 2,353 Ac: * :6 * First American /Washington * Owner::MARTER PATRICK D;LAURIE A Parcel: R1393548 Site: 10647 SW 127TH CT TIGARD 97223 Xferd: 10/23/92 Mail: 10647 SW 127TH CT TIGARD OR 97223 Price: $124,500 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 B2 Imp: $72,640 Map and Tax Lot: 1S133AD 10400 93 -94 Tax: $2,125.34 , Bedrm: 3 Bth: YB: 1988 Lot Sqft: Bldg Sf: 1,608 Ac: * 17 * First American /Washington Owner:,NEIGHORN STEVEN C Parcel: R1393557 Site: *NO SITE ADDRESS* Xferd: 04/26/89 Mail: 10635 SW 127TH CT TIGARD OR 97223 Price: $83,770 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: 503- 626 -4057 Thomas Bros: Im $72,200 Map and Tax Lot: 1S133AD 10500 93 -94 Tax: $2,116.97 I Bedrm: 3 Bth: YB: 1988 Lot Sqft: Bldg Sf: 1,461 Ac: * 18 * First American /Washington * Owner: BUT JOSEPH HUA; Parcel: R1393566 Site: 10623 SW 127TH CT TIGARD 97223 Xferd: 01/31/91 Mail: 10623 SW 127TH CT TIGARD OR 97223 Price: $108,000 Use: 1012 RES,IMPROVED Land: $30,030 Telephone: Thomas Bros: 655 B2 Imp: $90,750 Map and Tax Lot: 1S133AD 10600 93 -94 Tax: $2,299.35 Bedrm: 3 Bth: 3.00 YB: 1988 Lot Sqft: Bldg Sf: 1,702 Ac: * 19 * First American /Washington Owner:,SALVATION ARMY CORPORATE BOARD Parcel: R1393575 Site: 10624 SW 127TH CT TIGARD 97223 Xferd: 01/12/89 Mail: PO BOX 8798 PORTLAND OR 97208 Price: $89,900 Use: 1012 RES,IMPROVED Land:' $30,030 Telephone: Thomas Bros: 655 B2 Imp: $91,420 Map and Tax Lot: 1S133AD 10700 93 -94 Tax: $2,312.10 Bedrm: 3 Bth: 3.00 YB: 1988 Lot Sqft: Bldg Sf: 1,716 Ac: * 20 * First American/Washington * Owner: PUN YING KUEN Parcel: R1393584 Site: 10636 SW 127TH CT TIGARD 97223 Xferd: 06/29/93 Mail: 10636 SW 127TH CT TIGARD OR 97223 Price: $111,000 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 B2 Imp: $68,540 Map and Tax Lot: 1S133AD 10800 93 -94 Tax: $2,047.28 Bedrm: 3 Bth: 2.00 YB: 1988 Lot Sqft: Bldg Sf: 1,462 Ac: * 2 * First American /Washington * Owner: PETERS DAVID L;FRANCES L Parcel: R1393593 Site: 10648 SW 127TH CT TIGARD 97223 Xferd: 01/21/92 Mail: :10648 SW 127TH CT TIGARD OR 97223, Price: $112,500 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 B2 Imp: $71,620 Map and Tax Lot: 1S133AD 10900 93 -94 Tax: $2,105.94 Bedrm: 3 Bth: YB: 1988 Lot Sqft: Bldg Sf: 1,608 Ac: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. -= =M -ST .;MEN. =UST SERVICE TO 1 =Z3 228 12SS 19S-4—Z77-ZS -_ -_ =cc— =.J7 /' .8 * 2 2' *' ' 4, First America: Washin Owrez: � HEFFELFINGER / goo.. * cLrING WILLIAM T Parcel: R1393600 Site: 10662 SW 127TH CT TIGARD 97223 Xferd: Mail: 10662 SW 127TH CT TIGARD OR 97223 Price: $99,500 Use: 1012 RES,IMPROVED Land: $31,200 Telephone: 503- 643 -9795 Thomas Bros: 655 B2 Imp: $108,320 Map and Tax Lot: 1S133AD 11000 93 -94 Tax: $2,636.09 Bedrm: 4 Bth: 3.00 YE: 1986 Lot Sqft: Bldg Sf: 2,124 Ac: ' * 23 * First American /Washington * Owner: LUY PHANA;LEAV SIVY; LU ROTIIA Parcel: R1393619 Site: *NO SITE ADDRESS* Xferd: 01/07/94 Mail: 10674 SW 127TH CT TIGARD OR 97223 Price: Use: 1012 RES,IMPROVED Land: $31,, $140,000 000 I Telephone: 503- 646 -5839 Thomas Bros: Imp: $104,000 , Map and Tax Lot: 1S133AD 11100 93 -94 Tax: $2,573.88 Bedrm: 3 Bth: 3.00 YE: 1987 Lot Sqft: Bldg Sf: 2,142 Ac: * 24 * First American/Washington * Owner: OITTO BRUCE G;ELEANOR S Parcel: R1393628 Site: 10682 SW 127TH CT TIGAP.D 97223 Xferd: Mail: 10682 SW 127TH CT TIGARD OR 97223 Price: $94,858 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: 503 -641 -2405 Thomas Bros: 655 B2 Imp: $88,650 May and Tax Lot: 1S133AD 11200 93 -94 Tax: $2,430.14 Bedrm: 3 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 1,591 Ac: * 2 5 * First American /Washington * Owner: MULLIGAN M PATRICK Parcel: R1393637 Site: 10690 SW 127TH CT TIGARD 97223 Xferd: Mail: 10690 SW 127TH CT TIGARD OR 97223 Price: $95,000 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: 503 - 641 -8834 Thomas Bros: 655 B2 Imp: $94,430 Map and Tax Lot: 1S133AD 11300 93 -94 Tax: $2,540.17 Bedrm: 3 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 1,878 Ac: * 26 * First American /Washington * Owner:,KETTERLING KEITH A;JEAN Q Parcel: R1393646 Site: 10704 SW 127TH CT TIGARD 97223 Xferd: 05/21/92 Mail: 1070 SW 127TH CT TIGARD OR 97223 Price: $115,000 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 B2 Imp: $81,280 Map and Tax Lot: 1S133AD 11400 93 -94 Tax: $2,289.83 Bedrm: 3 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 1,497 Ac: * 2 7 * First American /Washington * Owner: ENTAGH REZA Parcel: R1393655 Site: 10716 SW 127TH CT TIGARD 97223 Xferd: 12/30/92 Mail: 10716 SW 127TH CT TIGARD OR 97223 Price: $127,500 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 22 Imp: $105,790 Map and Tax Lot: 1S133AD 11500 93 -94 Tax: $2,756.46 Bedrm: 3 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 2,028 Ac: * 28 * First American /Washington * Owner: MULLIGAN KIM R Parcel: R1393664 Site: 10724. SW 127TH CT TIGARD 97223 Xferd: Mail: 10724 SW 127TH CT TIGARD OR 97223 Price: $89,900 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 B2 Imp: $95,130 Map and Tax Lot: 1S133AD 11600 93 -94 Tax: $2,553.51 Bedrm: 3 Bth: 3.00 YB: 1986 Lot Sqft: Bldg Sf: 1,708 Ac: I The Information Provided Is Deemed Reliable, But Is Not Guaranteed. =.M 1ST AMEP.. C. SERVICE TO 503 _ =9 _ -.E __ .2 :I EE - .C5 /16 * 29 * •- P'irst American /Washingtcfp * Owner: COLLIGAN MICHAEL S;KRISTIN K Parcel: R2001565 Site: 11347 SW SUMMER LAKE DR TIGARD 97223 Xferd: 04/19/89 Mail: 11347 SW SUMMER LAKE DR TIGARD OR 97223 Price: $107,274 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: Imp: $96,100 Map and Tax Lot: 1S133AD 12300 93 -94 Tax: $2,371.96 Bedrm: 4 Bth: YB: 1988 Lot Sqft: 43,560 Bldg Sf: 2,326 Ac: 1.00 * 30 * First American /Washington * Owner: MADARANG GEORGE E;LUSIA V Parcel: 82001566 Site: 11356 SW SUMMER LAKE DR TIGARD 97223 Xferd: 01/12/90 Mail: 11356 SW SUMMER. LAKE DR TIGARD OR 97223 Price: $87,700 , Use: 1012 RES,IMPROVED Land: $39,000 ' Telephone: Thomas Bros: 655 B2 Imp: $69,570 I Map and Tax Lot: 1S133AD 12400 93 -94 Tax: $2,066.92 Bedrm: 3 Bth: YB: 1989 Lot Sqft: 43,560 Bldg Sr: 1,780 Ac: 1.00 * 31 * First American /Washington Owner: ,BRAVO JOSE. Parcel: R2001567 Site: 11334 SW SUMER LAKE DR TIGARD 97223 Xferd: 05/28/93 Mail: 11334 SW SUMMER LAKE DR TIGARD OR 97223 Price: $143,000 User 1012 RES,IMPROvED Land: $39,000 Telephone: Thomas Bros: 655 B2 Imp: $91,480 Map and Tax Lot: 13133AD 12500 93 -94 Tax: $2 1 Bedrm: 3 Bth: YB: 1989 Lot Sqft: 43,560 Bldg Sf: 2,083 Ac: 1.00 * 32 * First American /Washington * Owner:;BEASLEY ROBERT S JR;ANN F Parcel: R2001568 Site: 11312 SW SUMMER LAKE DR TIGARD 97223 Xferd: 09/07/93 Mail: 11312 SW SUMMER LAKE DR TIGARD OR 97223 Price: $137,000 Use: 1012 RES,IMPROVED Land: $39,000 Telephone: Thomas Bros: 655 82 Imp: $80,900 'Map and Tax Lot: 19133AD 12600 93 -94 Tax: $2,282.60 Bedrm: 3 Bth: YB: 1989 Lot Sqft: 43,560 Bldg Sf: 1,924 Ac: 1.00 * 33 * -First American /Washington * Owner:'OREGON STATE OF Parcel: R2014269 Site: *NO SITE ADDRESS* Xferd: Mail: 417 TRANSPORTATION BLDG SALEM OR 97310 Price: Use: 9053 GOV,STATE Land: $32,000 Telephone: Thomas Bros: Imp: Map and Tax Lot: 1S133AD 02401 93 -94 Tax: Bedrm: Bth: YB: Lot Sqft: 51 Bldg Sf: Ac: .14 • The Information Provided Is Deemed Reliable, But Is Not Guaranteed. =ROM 1ST RMER. CUST SERVI =E TO =C3 22S 1266 -__ __ -C .3 :52 =.:8 /16 • • * * * * ** * * * * * * * * * * * * * ** * CURRENT * SALE STATISTICS * ************************************** * * * * * * * ** * * * * * * * * * * * * * * *** * * * ** * Average Sale Price : $129,083 * * Average Loan Amount : $66,946 * * * i Number of sales in last year : 6 *• j * Number of sales in last 6 months : 2 * I * * * Note: Average Sale Price and Loan Amounts are calculated on * sales within the Last year. * ************************************** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** * Farm Statistics * * * * * * * * * * * * * * * * * * ** t********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * Owner Occupied : 26 * Absent Owner : 7 * * * * Average square footage : 1,705 * Average # of bedrooms : 3 * Average # of bathrooms : 3.00 * * Average year built : 1985 * * *********** * * * * * * * * *** ** * * * * * * * * * * * * * * * * ** -CM _ST �P"ER. OUST SERVICE TO : 523 22S 12SS ___ :E -_E _= .3 ' =c- = • -J /.S = M E T RIS C A N P R O P E R T Y S E P O R T = Washington (OR) County *, * * * * * * * * * * * * * * * * * **** * * * * * ** * Date: 05/26/94 * Time: 12:07 :12 * * Report Type: User Format * Sort Type: Parcel Number * Records Printed: 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** * SEARCH PARAMETERS * ** * * * * * * * ** * * * * * * * * ** ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ITEMS SELECTED INDEX USED ************************************** * * * ** * * * * * * * * * * * * ** * * * * * * * * * * ** * * * 1S134BC 00800 Reference Parcel * * 1S134BC 00403 * * 1S134BC 00700 * 1S134BC 00401 * ************************************** * * * * * * * * * * * ** * ** * * * * * * * * * * * * * ** = =. :NI _ET 1.M_'. 2_=T ''ICE 77 Ea3 2 == --_S -_- .7E -25 17 E- .: - 11.1 , * •First American /Was ingtore * 'Owr_er: MCDONALD'S CORPORATION Parcel: R1333042 Site: 12388 SW SCHOLLS FERRY RD TIGARD 97223 Xferd: 04/10/92 Mail: 1 MCDONALDS PLZ OAK BROOK IL 60521 Price: $339,185 Use: 2014 COM,IMPROVED Lard: $736,800 Telephone: Thomas Bros: 655 B2 Imp: $1,337,900 Map and Tax Lot: 1S134BC 00401 93 -94 Tax: $39,497.0 Bedrm: Bth: YB: Lot Sqft: 86,684 Bldg Sf: Ac: 1.99 * 2 * First American /Washington * Owner: REAL ESTATE EQUITIES JOINT VENTU Parcel: 82003360 Site *NO SITE ADDRESS* Xferd: 05/11/89 Mail: 3801 150TH AVE SE #300 BELLEVUE WA 98006 Price: Use: 7014 RES,MULTIPLE HOUSING,IMPROVEMENTS Land: $1,415,460 Telephone: Thomas Bros: Imp: $9,410,880 Map and Tax Lot: 1S134BC 00403 93 -94 Tax: $206,106. Bedrm: Bth: YB: Lot Sqft: 635,104B1dg Sf: Ac: 14.58 * 3 * First American /Washington :r Owner: 3 K RESTAURANT CORP Parcel: R2032709 Site: *NO SITE ADDRESS* Xferd: 11/10/93 Mail: 19200 SW BOONES FERRY RD- TUALATIN OR 97062 Price: $86,000 Use: 2004 VACANT,COMMERCIAL Land: $229,340 Telephone: Thomas Bros: Imp: Map and Tax Lot: 1S134BC 00700 93 -94 Tax: $4,366.05 Bedrm: Bth: YB: Lot Sqft: 35,283 Bldg Sf: Ac: .81 * 4 * First American /Washington Owner: DENNIS C Parcel: R2032710 Site: *NO SITE ADDRESS* Xferd: Mail: 12475 SW MAIN ST TIGARD OR 97223' Price. Use: 2004 VACANT,COMMERCIAL Land: $104,760 Telephone: Thomas Bros: Imp: Map and Tax Lot: 1S134BC 00800 93 -94 Tax: $1,994.37 Bedrm: Bth: YB: Lot Sqft: 16,117 Bldg Sf: Ac: .37 . The Information Provided Is Deemed Reliable, But Is Not Guaranteed. = = :M 15T GMER. CUST ocRl..c T_ --_ --__ -__ -_o _- • • ** * * * * * * * * * * ** * * * * * ** * CURRENT * * SALE STATISTICS * ************************************** * * * * * *** * * ** * * * * * * * * * * * * * * * * * ** * Average Sale Price : $86,000 * * Average Loan Amount : * * * Number of sales in last year : 1 * * Number of sales in last 6 months : 1 * * * Note: Average Sale Price and Loan Amounts are calculated on * sales within the last year. * ************************************** * * * * * * ** * * * * * * * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** * Farm Statistics * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * Owner Occupied : 0 * * Absent Owner : 4 * * * * Average square footage : * * Average # of bedrooms : 0 * * Average # of bathrooms : * * Average year built : 0 * * * *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • ==.M _ =1 MEr. _aT c ,O • METRE CAN PRO?ERTY•EPORT Washington (OR) County yy y y .L y ** * * J� * * * * * * * ** R >rf * ** * * ** is * * * ** * * Date: 05/26/94 * Time: 12:08:26 * Report Type: User Format * Sort Type: Parcel Number * Records Printed: 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • * * * * * * * * * * * * * * * * * * * ** * SEARCH . PARAMETERS * • *********'***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ITEMS SELECTED INDEX USED ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * 1S134BB 00302 Reference Parcel. * * 1S134BB 00700 * ************* * * * ** * * * * * * * * * * * * * * * * * * * * * * **** *,rye * * * * * * * * * * * * * * * * * * * * * • • • • • •=M -°_' •";ER• - =RV?:E 70 -7,73 22 2 C -_v :2 :D -•-" -- * l‘ * • - First American /Washirgtl * Owrier: CHINOOK INVESTMENT CO Parcel: R2004576 Site: *NO SITE ADDRESS* Xferd: 01/06/92 Mail: 11641 SW MILITARY RD PORTLAND OR 97219 Price: Use: 20'14 COM,IMPROVED Land: $210,400 ' Telephone! Thomas Bros: Imp: $310,200 Map and Tax Lot: 1S134152 00302 93 -94 Tax: $10,214.8 Bedrm: Bth: YB: Lot Sqft: 30,056 Bldg Sf: Ac: .69 * 2 * First American /Washington 0wner:,UNITED STATES BANK OF OREGON Parcel: R2031467 Site: *NO SITE ADDRESS* Xferd: 03/01/93 Mail: PO BOX 8837 PORTLAND OR 97208 ' Price: $474,100 Use: 2004 VACANT,COMMERCIAL Land: $450,800 Telephone: Thomas Bros: Imp: Map and Tax Lot: 1S134BB 00700 93 -94 Tax: $8,845.32 Bedrm: Bth: YB: Lot Sqft: 45,302 Bidg Sf: Ac: 1.04 • The Information Provided Is Deemed Reliable, But Is Not Guaranteed. rrt i + F-f .=T c.V._c _ � _ --_ - o _9 - 26 -c .o X08-3 • • • ** ** * ** *fie * * ** * * * ***** * CURRENT * * SALE STATISTICS * ************************************** * **** * *** * * * * * * ** * * * * * * * * * * ** ** * Average Sale Price * Average Loan Amount : * * * * . -. * Number of sales in last year * Number of sales in last 6 months : * * * Note: Average Sale Price and Loan Amounts are calculated on * * sales within the last year. * * ** * * * ** *, *************************** * * * * * * * * * ** ** * * * * ** ** ** * * * * * * ** * * * * * * * * * * * * * * * * * ** * Farm Statistics * * * * * * * * * * * * * * * * * * ** *****,***** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** * * * Owner Occupied : 0 * * Absent Owner : 2 * * * * Average square footage : * * Average # of bedrooms : 0 * * Average # of bathrooms : * * Average year built : 0 * * * *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 FROM 11ST RMER. CUST SERVICE TO 1 503 228 1285 1994,05 -26 12136 #584 P.16/16 _,F-I‘RST AMERIo,N TITLE PR0PE Y PROFILE= • Washington County * x** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * _____ =_ = = = == ee= =et == == * * OWNERSHIP INFORMATION * * = = = = = =.=cane =m =oao =a = =n *. * Reference Parcel #:1S133.AA 04300 * * Parcel Number :R0260899 TRSQ:01S- 01W -33 -NE NE * * Owner :RADA ANTONIO V ,r• * CoOwner :SUMILANG A * * Site Address :10420 SW TARPAN DR BEAVERTON 97005 * * Mail Address :10420 SW TARPAN DR BEAVERTON OR 97005 * * Telephone :503 -524 -6642 ,r * C=- = ==== = = = = =_ = = === =L- =.= == *. * SALES AND LOAN INFORMATION * * = = = = = = = = = = = = = = _ = = = = = = Q = = = = * * Transferred: Loan Amount : * * Document # :79006448 Lender : * * Sale Price :$59,500 Loan Type * * Deed e : Interest Rate: * * Vesting Type : * * =- CO__= = = = = = ===== = = == = = == = =___ *. * ASSESSMENT AND TAX INFORMATION * * _ _ = == c = _ _ = = = = = = = = = = = = = = = _ _ _ _ _ _ * * Land :$41,000 Exempt Amount:$7,500 * * Structure:$58,160 Exempt Type :VETERANS * * Other % Improved :59 * * Total :$99,160 Levy Code :05158 * * 93 -94 Taxes :$1,798.49 * * == = = = = = =- = = = =- =o- == * * PROPERTY DESCRIPTION * * ester=- - == = = = = = = = = =tr-- * * Map Grid:655 B2 Class Code:R14 * * Census :Tract 310.04 Block 4 * * NbrhdCd :SC48 MillRate :19.6214 * * Sub /P1at:CHAPARRAL * * iiiii/igli6JIMTMEN13 7 i • * * . * PROPERTY CHARACTERISTICS * * == __ = = = = ==== == = =_- se * * Bedrooms :3 Lot Acres : Year Built :1978 * * Bathrooms :2.00 Lot SqFt EffYearBlt :1978 * * Heat Method:FORCED BsmPin SF :700 Floor Cover:CARPET * * Pool : BsmUnfinSF: Foundation :CONCRETE FTG * * Appliances : Bldg SqFt :1,569 Roof Shape :GABLE \HIP * * Dishwasher : Porch SqFt: Roof Matl :COMP SHINGLE * * Hood Fan Attic SqFt: InteriorMat:DRYWALL * * Deck :YES Deck SqFt :144 Paving Matl:CONCRETE * * Garage Type:UNIMPROV Ext Finish:PLYWOOD * * Garage SF :300 Const Type:WD STUD \SHTG * ************************************************* * * * * * * *** * * * * * * * * * * * * * ** * * * ** ** The Information Provided Is Deemed Reliable, But Is Not Guaranteed. I 111 • CIT - WEST i LAND USE SUBCOMMITTEE 1, . "` rill Name Address Phone 'i Abdullah Alkadi 11905 SW 125th Ct., Tigard, OR 97223 524 -1068 r. Bev Froude 12200 SW Bull Mountain Rd., Tigard, OR 97224 639 -2529 Bill Gross 11035 SW 135th, Tigard, OR 97223 524 -6325 Christy Herr 11386 SW Ironwood Loop, Tigard, OR 97223 590 -1970; 624 -8009 Ed Howden 11829 SW Morning Hill, Tigard, OR 97223 524 -6040 110- (L Kathie Kallio 12940 SW Glacier Lily, Tigard, OR 97223 524 -5200 Linda Masters 15120 SW 141st, Tigard, OR 97224 620 -7662 Bonne and Jim Roach 14447 SW Tewkesbury, Tigard, OR 97224 590 -0461 1,. Scott Russell Raymond Ra mond Creek Rd., Scappoose, OR 97056 543 -2434 J Barbara Sattler 11245 SW Morgen Ct., Tigard, OR 97223 684 -9303 i - 639 -0894 Kathy Smith 11645 SW Cloud Ct., Tigard, OR 97224 June Sulffridge 15949 SW 146th Ave., Tigard, OR 97224 590 -0523 I Larry Westerman 13665 SW Fern St., Tigard, OR 97223 524-4550 11 '' 12356 SW 132nd Ct., Tigard, OR 97223 590 -4297 e �: Cal Woolery Clark G. Zeller 13290 SW Shore Dr., Tigard, OR 97223 524 -0994 i. I. ! In addition to property owners within 250 feet, notice of meetings on Land Use proposals in the West CIT area shall be sent ' ;, ' to all the names on this list. Ili Revised 4/8/94 �> 4 % ', x ' li i ii; . i . i h: \login \)o\eitwsst.lus i . s . . ' • • CITY OF TIGARD • PRE- APPLICATION CONFERENCE NOTES NON-RESIDENTIAL DEVELOPMENT DATE: A' / //�� /1' / L "( ) ) C1 L i STAFF: l/�J1� im,,q APPLICANT: AGENT: P6/'7V?) 5 G30 Phone: Phone: � ,tvd9 - c75 PROPERTY LOCATION: C SC /Vo / / S/N. D ,q P Address: /(95 J � S(_ / /07/ F5�.2 V Tax Map & Tax Lot: /5 / 33,9 r C) - c ? - , C 0 ) /. d `(A. • NECESSARY APPLICATION(S): ' l2� V � (j 7 /7 P- u // )' '' f 9 PROPOSAL DESCRIPTION: e i 7 3 /90; kjJ/)C,5 or- xinpRc:4' 1 6j c17 41 1 - 72 :2 74(: 5, - )/ 3 4,00C_ COMPREHENSIVE PLAN DESIGNATION: (, ZONING DESIGNATION: ( r CITIZEN INVOLVEMENT TEAM UVC� Jr CHAIRPERSON: — jar; 1 O5Z�,e_ e PHONE: tn - C, V - 1?55cx, ZONING DISTRICT DIMENSIONAL REQUIREMENTS Minimum lot size: (;) / oOO sq. ft. av Minimum lot width: CY ft. (,J/ /6 O S Setbacks: front - ft. side -'' ft. rear ft. garage ft. corner — ft. from street. )Z����T /'9L • Maximum site coverage: t 200E Minimum landscaped or natural vegetation area: /5 % Maximum building height: '.`5 ft. ADDITIONAL LOT DIMENSIONAL REQUIREMENTS Minimum m.m, lot frontage: 25 feet unless - is created through the minor land partition process. Lots created as part of a partition must have a minimum of 15 feet of frontage or have a minimum 15 foot wide access easement. ' Maximum -lot depth to width ratio of 2.5 to 1. . SPECIAL SETBACKS 5 9ag Streets: . 30 ft. from centerline of M P4 I C317i9 . Established areas: ft. from • . Lower intensity zones: • .. ft.,• along the site's - boundary :. BUILDING BIGHT PROVISIONS • - -. .. ' Building Height (Code section 18.98.020): .Baildings located in . a non - residential zone may be' built to a' height .,of 75; feet provided:. - - - . 1. A maximum FAR (building floor area to site area ratio) of 1.5 .. -• - . to 1 will exist .. _ 2. All actual _. building setbacks' .. will: be - r. at - least 1/2 the . building's height; and _. • .- . 3. The structure will not abut a district. • Pagel . � / , 350"5 L 5p/7 • e RE g- • N)M,fl l CgR6 l = 30 PARKING AND ACCESS Required parking for this type of use: • �— g: l5 � / & \3 r�c,n,n No more than 25% of required spaces may be designated and /or dimensioned as compact spaces. Parking stalls shall be dimensioned as follows: - Standard parking space dimensions: 9 ft. X 18 ft. - Compact parking space dimensions: 8.5 ft. X 15 ft. `- - -� Disabled parking: All parking areas shall provide appropriately located and dimensioned disabled person parking spaces. The minimum number of disabled person parking spaces to be provided, as well as the parking stall dimensions, are mandated by the Americans with Disabilities Act (ADA). A handout is available upon request. A handicapped parking symbol shall be painted on the parking space surface and an appropriate sign shall be posted. Bicycle racks are required for civic, non - residential, commercial and industrial developments which provide 15 or more parking spaces. Bicycle racks shall be located in areas protected from automobile traffic and in convenient locations. Bicycle parking spaces shall be provided on the basis of one space for every 15 vehicular parking spaces. All driveways and parking areas, except for some fleet storage areas, must be paved. Drive -in use queuing areas: / 4Ce e 3-‘-> FO ( A) /b7 // Minimum number of accesses: c • /i V( ul&&T Minimum access width: 10 feet Cd tSS Maximum access width: AMP feet -� Pedestrian access must be provided between building entrances and parking areas, outdoor common areas, and public sidewalks and streets. A minimum of one tree for every seven parking spaces must be planted in and around all parking areas in order to provide a vegetative canopy effect. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. These design features may include the use of landscaped berms, decorative walls, and raised planters. For detailed information on design requirements for parking areas and accesses, see Development Code Chapters 18.100, 18.106 and 18.108. � CLEAR VISION AREA '�= The City requires that clear vision areas be maintained between three and eight feet in height at road/driveway, road/railroad, and road/road intersections. The site of the required clear vision area depends upon the abutting street's functional classification. c) N _D Y-C7 Page 2 . . • III • BUFFERING AND SCREENING • In order to increase privacy and to either reduce or eliminate adverse noise or visual impacts between adjacent developments, especially between different land uses, the City requires landscaped buffer areas along certain site perimeters. Required buffer areas are described by the Code in terms of width. Buffer areas must be occupied by a mixture of deciduous and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal plantings. Site obscuring screens or fences may also be required; these are often advisable even if not required by the Code. The required buffer areas may only be occupied by vegetation, fences, utilities, and walkways. Additional information on required buffer area materials and sizes may be found in Code Chapter 18.100. The required buffer widths which are applicable to your proposal area: ft. along north boundary ft. along east boundary ft. along south boundary a0 ft. along west boundary In addition, sight obscuring screening is required along (] ` uJ ST Pe . 2Z _ , E 2 ' . PEG 7 STREET TREES Street trees are required for all developments fronting on a public or private street as well as driveways which are more than 100 feet in length. Street trees must be placed either within the public right -of -way or on private property within six feet of the right- of-way boundary. Street trees must have a minimum caliper of at least two inches when measured four feet above grade. Street trees should be spaced 20 to 40 feet apart depending on the braru -hi ng width of the tree at maturity. • Further information on regulations affecting street trees may be. obtained ' from the Planning Division. SIGNS Sign permits must be obtained prior to installation of any sign in the • City of Tigard. A 'Guidelines for Sign Permits' handout is available upon request. Additional sign area or height beyond Code standards may be permitted if the sign proposal is reviewed as part of a development review • application. Alternatively, a Sign code Exception application may be filed for review before the Hearings Officer. SENS/TI E LANDS . - ... • .. •• .. Code Chapter 18.84 provides regulations. for lands which are potentially unsuitable for development due to areas within the 100 -year floodplain, natural drainageways, .wetland areas, on slopes in excess of 25 percent,- or on unstable ground.. _ : -. -Staff will attempt : to . preliminarily - ' sensitive lands areas at the Pre- conference based on T t 4 ,available' . information. HOWEVER,: =the responsibility to precisely identify sensitive - • • - lands areas, and their boundaries, is the responsibility of the applicant.'. •:..' Areas meeting the definitions of sensitive lands must be clearly indicated t- on plans submitted with the development application. - • Page 3 • • • Chapter 18.84 also provides regulations for the use, protection, or modification of sensitive lands areas. In most cases, dedication of 100 - year floodplain areas to the City for park and open space areas is required as a condition of the approval of a development application. ADDITIONAL CONCERNS OR COMMENTS 14-0 9G Recelie Aar -01 CEO gotz Fr a)/ TM/ DEUECO? E C / 6z/ 03C' 77 M■F�C/,C- cJ`x- S eCivf e�F s_.- S1 V) L - h ie.5. • ON � ,� _ 7 ,e,u7 INS PROCEDURE r/ Administrative staff review. Public hearing before the Land Use Hearings Officer. Public hearing before the Planning Commission. Public hearing before the Planning Commission with the Commission making a recommendation on the proposal to the City Council. An additional public hearing shall be held by the City Council. APPLICATION SUBMITTAL PROCESS All applications must be accepted by a Planning Division staff member at the Community Development Department counter at City Hall. PLEASE NOTE: Applications submitted by mail or dropped off at the counter without Planning Division acceptance may be returned. Applications submitted after 4:30 P.H. on Thursday will be batched for processing with the 4 following week's applications. Applications will NOT be accepted after 3:00 P.H. on Fridays or 4:30 on other days. Maps submitted with an application shall be folded IN ADVANCE to 8.5 by 11 inches. One 8.5 inch by 11 inch map of a proposed protect should be submitted for attachment to the staff report or administrative decision. Application with unfolded maps shall not be accepted. The Planning Division and Engineering Division will preformapreliminary review of the application and will determine whether an application is complete within 10 days of the counter submittal. Staff will notify an applicant if additional information or additional copies of the submitted materials are needed. • l The administrative decision or public hearing will typically occur approximately 45 to 60 days after . an appiicati,on . is accepted as being complete by the Planning Division. involving - difficult or protracted issues or requiring review by other jurisdictions may take additional time to review.--Written recommendations iron the Planning staff are issued seven (7) days prior to the public hearing. A'10 day - - public appeal period follows'alld use decisions.. An appeal o} this matter would be heard by the -- - - 440 0//f! 4. (- a 4 t"/7 / S .)-e- A basic flow chart which illustrates the review process is available from the Planning Division upon request. - - • - - . - Page 4 • • This pre - application conference and the notes of the conference are intended to inform the prospective applicant of the primary Community Development Code requirements applicable to the potential development of a particular site and to allow the City staff and , prospective applicant to discuss the opportunities and constraints affecting development of the site. The conference and notes cannot cover all Code requirements and aspects of good site planning that should apply to the development of your site plan. Failure of the staff to provide information required by the Code shall not constitute a waiver of the applicable standards or requirements. It is recommended that a prospective applicant either obtain and read the Community Development Code or ask any questions of City staff relative to Code requirements prior to submitting an application. Another pre - application conference is required if an application is to be submitted more than six months after this pre - application conference, unless the second conference is deemed unnecessary by the Planning Division. PREPARED BY: O bb./{16.1\0 PLANNING DIVISION PHONE: 639 -4171 • Page 5 • • 1111 PUBLIC FACILITIES The purpose of the pre - application conference is to: (1) Identify applicable Comprehensive Plan policies and ordinance provisions; (2) To provide City staff an opportunity to comment on specific concerns; and (3) To review the Land Use Application review process with the applicant and to identify who the final decision making authority shall be for the application. The extent of necessary public improvements and dedications which shall be required of the applicant will be recommended by City staff and subject to approval by the appropriate authority. There will be no final recommendation to the decision making authority on behalf of the City staff until all concerned commenting agencies, City staff and the public have had an opportunity to review and comment on the application. The following comments are a projection of public improvement related requirements that may be required as a condition of development approval . for your proposed project. Right - - way dedication: The City of Tigard requires that land area be dedicated to the public: 1) to increase abutting public rights - of-way to the ultimate functional street classification right -of -way width as specified by the Community Development Code; or 2) for the creation of new streets. Approval of a development application for this site will require right -of- way dedication forr: 1. N l� l - I T to feet from centerline. 2. to feet from centerline. 3. • to feet from centerline. Street improvements: ea/ 601T? 5e. A:weer- A.e, (svet.40% 1. !/? . £ 4 ere_ J street improvements will be necessary along /v 2. street improvements will be necessary along 3. Street improvements shall include . 2W feet of pavement from centerline, plus the installation of curb and gutters, storm sewers, underground placement of utility Wires (a fee may be collected if determined appropriate by the Engineering Department), a five -foot wide sidewalk (sidewalks may be required to be wider on arterials or major collector streets, or in the Central Business District), necessary street signs, streetlights, and a two year streetlighting fee. In some cases, where street improvements or other necessary public improvements are not Currently practical, the street' improvements may be . deferred. In such cases, a condition of development approval may be specified which requires the property owner(s) to execute a non - remonstrance agreement which waives the property owner's right to remonstrate against the formation of.a local improvement district formed to improve: 1. 2. A / p ' 7) 1l92• , y96 o/Igo Page 6 • Pedestrianways /bikeways: Sanitary Sewers: The nearest sanitary sewer line to this propert is a(n) 03 inch line which is located in The proposed development must be connected to a sanitary sewer. It is the developer's responsibility to extend the sewer along the proposed development site's Water Supply: The Tigard Water aint t (Phone: 639 -1554) galley Wet - D` _ - ` - `• 11) provides public water service in the area of this site. The District should be contacted for information regarding water supply for your proposed development. Fire Protection: Tualatin Valley Fire d Rescue District (Contact: Gene Birchill, ) provides fire protection services within the City of Tigard. The District should be contacted for information regarding the adequacy of circulation systems, the need for fire hydrants, or other questions related to fire protection. Other Agency Permits: Storm sewer improvements: STORMWATER QUALITY FEES The Unified Sewerage Agency has established, and the City has agreed to enforce, Resolution No. 90-43 Surface Water Management Regulations which requires the construction of on -site water quality facilities. At the discretion of the City, the applicant may be offered an opportunity to pay a fee in lieu of the construction of such a facility. The resolution requires the construction of a water quality facility and/or the payment of a fee. The fee shall be based upon the amount of impervious surface; for every 2,640 square feet, or portion thereof, the fee shall be $285.00. The City of Tigard shall determine if a fee may be paid or a facility shall be constructed. Gt- / fi —���,c TRAFFIC IMPACT FEES In 1990, Washington County adopted a county -wide Traffic Impact Fee (TIF) ordinance. The Traffic Impact Fee program collects fees from new development based on the devel • applicant t shal be r ` upon the City transportation system. The d - upon the number of trips equired to pay a fee based - ips Mich are projected to result from the proposed - development. The calculation of the TIF is based on the proposed use of the land,.the size of the .project, - and a general use based fee category. •- The TIF shall be calculated' at'the -time of building permit issuance. In - limited circumstances, payment of - the -TIF may be allowed to be deferred until the issuance of an occupancy permit: .Deferral of the payment until occupancy is permissible only.ahen. the TIF is greater than $5,000.00. • Page 7 • • STREET OPENING PERMIT No work shall be preformed within a public right -of -way, or shall commence, until the applicant has obtained a street opening permit from the Engineering Department. FINISHED FLOOR ELEVATIONS All projects that require a grading plan also require that the applicant shall submit a typical floor plan for each lot. This floor plan shall indicate the elevations of the four corners of that plan along with elevations at the corner of each lot. PREPARED ) 2 . 144-141-4.-*C "" ENGINEERING DIVISION PHONE: 639 -4171 RP:preapnon • Page 8 ' • . EXHIBIT 'A' , • . • APPEALS Director's Decision to Planning Commission _ - $235_00 costs Planning Commission /Hearings Off. to Council _ $315_00 + transcript BLASTING PERMITS $125.00 COMPREHENSIVE PLAN PROCESSING Text only, Map only, or both $675_00 CONDITIONAL USE PROCESSING Conditional Use Review $365.00 FLEXIBLE SETBACK STANDARDS $ 80.00 , HISTORIC OVERLAY DISTRICT $ 80.00 ' HOME OCCUPATION O g Pe*mit $ 50.00 'TYPtiL Re aecul $ 10. 00fyear - t INTERPRETATION OF COMMUNITY DEVELOPMENT CODE - - . $ 55.00 by Community Development Department LAND PARTITION Residential and Non - residential $235_00 LOT LINE ADJUSTMENT $50_00 - • PLANNED DEVELOPMENT PROCESSING . Conceptual and detailed plan review $500.00 SENSITIVE LANDS Flood plain $520.00 Wetlands /Steep slopes /Drainageway $235 -00 • . SIGN CODE EXCEPTIONS $230_00 SIGN PERMIT 0 -24 sq. ft_ $ 10_00 . 24 -100 sq. ft. $ 25.00 . 100 + sq. ft $ 35_00 Temporary signs $ 10.00 each sign SITE DEVELOPMENT REVIEW . Under $10,000 $ 80.00 $ 10,000 - $ 99,999 $155.00 A $ 100,000 - $499,999 $315_00 $ 500,000.- $999,999 $415.00 $1,000,000 or more - $520_00 + $1 per $10,000 over $1 million not to exceed $2000. SUBDIVISION PRELIMINARY PLAT $41$.00 + $5 /lot Subdivision Variance if needed $105_00 . . TEMPORARY USE Director' Decision . $ 50.00 . Special exemption/Non -Profit . . - . _ _ _ . _ $ -0- TREE REMOVAL PERMIT . $ -0- . VACATIONS . Streets and public access $300_00 depo - actual costs charged VARIANCE - dministrative $80_00 'f Sign Code $230_00 - - ZONE CHANGE ANNEXATIONS . _ . . Less than 10 a c r e s _ . • . . . _ - • - _.. - _ $520 -00 . 10 acres or more $625.00. ZONE CHANGE PROCESSING - . - • .. -z_ - _ - , Less t h a n 10 a c r e s - -- - . - - z . $520_00 _ .::; - 10 a c r e s or m o r e . - . - - - - ...... _ - $625.00 :. . ZONE ORDDThNCE K T . . . = _ _ . . . _ . $310.00 ''' ' ' JOINT APPLICATION PLANNING FEE . - • • - -= _ 100% of highest planning - - . :Y .. ' fee plus 10t of all additional planning fees related to the proposal_ .. br /Res1_ksl - 4i "' - �9 • a - rp&a-�M/G Iii / . Staff Date 6 ` ( Z( CITY OF TIGARO COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION CHECKLIST The items on the checklist below are required for the successful completion of your application submission requirements. This checklist identifies what is required to be submitted with your application. This sheet MUST be brought and submitted with all other materials at the time you submit your ' application. See your application for further explanation of these items or call Planning at 639 -4171. ITEMS TO BE BASIC MATERIALS INCLUDED: A) Application form (1 copy) ['1 8) Owner's signature/written authorization [ C) Title transfer instrument [•'f 0) Assessor's map [d] E) Plot or site plan ('r- F) Applicant's statement [v]' (H) Filing fee ($ QQ p(5.16,A.9C\ALLL.0 ) SPECIFIC MATERIALS A) . Site Information showing (No. of copies /6 ): ['1 1) Vicinity Map _ (�] 2) Site size & dimensions [v]" 3) Contour lines (2 ft at 0-10% or 5 ft for grades > 10%) (-T 4) Drainage patterns, courses, and ponds C.] 5) Locations of natural hazard areas including: a) Floodplain areas (] • b) Slopes in excess of 257. [ ] c) Unstable ground [ ] d) Areas with high seasonal water table ( ] e) Areas with severe scil erosion potential ( ] f) Areas having severely weak foundation soils C ] 6) Location of resource areas as shown on the Comprehensive • Map inventory including: _ a) Wildlife habitats • C 3 b) Wetlands ( 3 • .7) Other site features: a) Rock outcroppings s C ] b) Trees with 6" + caliper measured 4 feet . from ground level _: . - • - C O/ . 8) Location of existing'. and their uses .3 - • ( •. . 9) Location and type of•on and off -site noise sources ('f 10) Location of existing:utilities and easements [�'•.. 11) Location of existing: ,dedicated right -of- ways' . - [v]' - 8) Site Development Plan - showing (No:' of copies _ ): . • • [ ] ;- • 1) The proposed:.site andsurrounding properties • 2) Contour line intei vals _ =- • - Cam •. 3) The location, dimensions and names of a) Existing_& platted streets & other public ways and easements on the site and on adjoining [ r] properties • - - APPLICATION CHECKLIST - Page 1 • • • • b) Proposed streets or other public ways & easements on the site. - c) Alternative routes of dead end or proposed streets that require future extension [ ] 4) The location and dimension of: a) Entrances and exits on the site 14 b) Parking and circulation areas (1 c) Loading and services areas [� d) Pedestrian and bicycle circulation [1' e) Outdoor common areas, [•] f) Above ground utilities [ �' 5) The location, dimensions & setback distances of all: a) Existing permanent structures, improvements, utilities and easements which are located on the site and on adjacent property within 25 feet of the site [� b) Proposed structures, improvements, utilities and easements on the site [✓] 6) Storm drainage facilities and analysis of downstream conditions [.] 7) Sanitary sewer facilities [- 8) The location of areas to be landscaped 9) The location and type of outdoor lighting considering crime prevention techniques [ i 10) The location of'mailboxes [ ] 11) The location of all structures and their orientation (-1 12) Existing or proposed sewer reimbursement agreements [ ] C) Grading Plan (No. of copies D ) [•] • The site development plan shall include a grading plan at the same scale as the site analysis drawings and shall contain the following information: • 1) The location and extent to which grading will take place indicating general contour lines, slope ratios and soil stabilization proposals, and time of year it is proposed to be done. [� 2) A•statement from a registered engineer supported by data factual substantiating: a) Subsurface exploration and geotechnical engineering report [ ] 'b) The validity of sanitary sewer and storm drainage service proposals • [ ] c) That all problems will be mitigated and how they will be mitigated - . [ ] 0) Architectural Drawings (No. :of copies [ ] - The site development plan proposal shall :include: . 1) . Floor plans indicating the square footage-of all • structures proposed .for. use. on -site; and : - - - . [,✓]'� 2) . Typical elevation drawings :of _each - structure. :[-] :_ - :• E) Landscape Plan (No. of copies - ../ )::: ; ': [ ] .' • . The landscape plan:shall be. drawn at -same scale of the - - • • site analysis plan or a larger scale if necessary and - shall - .; : - - indicate: 1) Description of the irrigation system where applicable [ i 2) Location and height of fences, buffers and screenings (4- APPLICATION CHECKLIST — Page 2 • • III/ 3) Location of terraces, decks, shelters, play areas and common open spaces [ ] 4) Location, type, size and species of existing and proposed plant materials. [ 1 The landscape plan shall include a narrative which addresses: 1) Soil conditions. [ ] 2) Erosion control measures that will be used. [ ] F). Sign Drawings Sign drawings shall be submi ed in accordance with Chapter 18.114 of the Code as part f Site Development Review or prior to obtaining a Bui ding Permit to construct the sign. [ ] G) Traffic generation estimate [ 3 H) Preliminary partition or lot line adjustment map showing (No. of Copies ): 1) The owner of the subject parcel [ ] 2) The owner's authorized age t [ 3 3) The map scale, (20,50,100 or 200 feet =1), inch north arrow and date [ ] 4) Description of parcel cation and boundaries [ 3 5) Location, width and s of streets,.easements and other public ways w' in and adjacent to the parcel [ ] 6) Location of all pe nent buildings on and within 25 feet of all p perty lines [ ] 7) Location and widt of all water courses [ ] 8) Location of any es with or greater caliper at 4 feet above g and level [ ] 9) All slopes greater than 25% [ 3 10) Location of existing utilities and utility easements [ ] 11) For major 1 partition which creates a public street: a) The pro sed right - of-way location and width [ ] b) A scal cross — section of the proposed street plus y reserve strip [ ] 12) Any appli le deed restrictions ( 3 13) Evidence hat land partition will not preclude efficie t future land division where applicable [ ] I) Subdivision Preliminary .Plat Map a ixi data showinq(No. of Copies ): 1) Scale equaling 30,50,100 r 200 feet to the inch and limited to one pha a per sheet [ 3 2) The proposed name of - subdivision � •[ 3 3) Vicinity map showing • •perty's relationship to • arterial and coll- •r streets [ ] 4) Names, addresses • .telephone numbers of the owner developer, engi - -r, surveyer, as applicable[ ] _ 5) Date of appli ion; ::: [ 3 . 6) Boundary line of - tract to be subdivided .: . [ ] . . 7) Names of adj. entf of recorded • owners of - •joining parcels of. unsubdivided land [ ] - • 8) Contour li, -s related to-la City - established bench— . ., : mark at — foot for 0-10% grades greater than 14 - [ ] APPLICATION CHECKLIST — Page 3 - • • 9) The purpose, location, type and size of all of the following (within and adjacent t. the proposed . subdivision): = [ 1 a) Public and private right -o' -ways and easements ( ] b) Public and private sanita• and storm sewer lines [ ] c) Domestic water mains inc uding fire hydrants ( ] d) Major power telephone t - scission lines (50,000 volts or grea -r) ( ] e) Watercourses [ ] f) Oeed reservations for parks, open space, pathways • and other land encu..rances 1 1 10) Approximate plan and prof,les of proposed sanitary and storm sewers with grade and pipe sizes indicated [ ] 11) Plan of the proposed wa er distribution system, showing pipe sizes and the location of valves and . fire hydrants. [ 1 12) Approximate centerlin• profiles showing the finished grade of all streets including street extensions for a reasonable distance • -yond the limits of the proposed subdivision. 1 3 13) Scaled cross sectio s of proposed street right -of -way; [ ] 14) The location of al areas subject to inundation or storm water overf.ow [ ] 15) Location, width a • direction of flow of all water- courses and dra' age ways [ ] 16) The proposed lot configurations, approx mate lot • dimensions and of numbers. Where lots are to be used for purpo es other than residential, it shall be indicated upori such lots [ 3 17) The location of all trees with a diameter 6 inches or greater macs red at 4 feet above ground level, and the locatio of proposed tree plantings, if any [ 3 18) The existing uses the property, including the location o all structures and the present uses of the struc res, and a statement of which structures are to - in after platting [ 3 19) Supplemen•:1 information including: a) Pro••sed deed restrictions (if any) [ ] b) Proo of property ownership 1 3 c) A • •posed plan for provision of subdivision i rovements • 1 ] • 20) Existing. natural features including rock out . croppi •s, wetlands and marsh areas.- .- [ ] 21) If any •f the foregoing information cannot practicably be s • • on the preliminary plat, it shall be - - into- •.rated into a narrative and submitted with the • appl•cation. - - - - [ ] J) Other Inf rmation • -- - - _ [ ] ' • Solar Rcc.cSS Ca.6.4 .AiCi s -. __ - - _ .(2362P/OO28P) APPLICATION CHECKLIST - Page 4 - . • 1' RPO 110. • wOTIFICATIOQ LIST FOR ALL APP 1 (2) copies IG2T01f3 2 - CITY DEPARTMENTS Building Official/Dave 8. Parks i Recraatioa Board City Recorder Police Engineering/Chris D. __ Field Operations Permits Facilitator/Viola C. 3 - SPECIAL DISTRICTS Firs District (Pick-up box) School 80. 48 Joy Pahl ) PO Box 200 Tigard Beaverton, OR 97075 8777 SW B � s ham School Dist. 23J Tigard, OR 97223 (Tigard) 13137 SW Pacific Hwy. _ Unified Sewerage Tigard, OR 97223 Valley Mater District 6501 SW Tay terry __ Tigard, OR 97223 155 N. First St. �e�y/ Program 4 . AFFECTED J>1RISDICTION3 Hillsboro, Oi8 97124 Mash. Co. Land Use i Transp. 150 B. First Ave. Boundary ark Room as Hillsboro, OR 87124 320 SM Start Room 530 Brent Portland. OR 97204 Mike METRO - SPACES PROGRAM Fred Iberia 600 R8 Grand (CpA'a /�•a) Portland, OR 97232 -2736 City of Beaverton OLCD (CPA's /ZOA's) 1175 Court St- BE J PO BOX 755 - Principal Planner Sales OR 97310 -0590 Beaverton, OR 97076 Other City of Zing City 15300 SCI 116th City of ane City Manager Ting City, OR 97224 PO Box 23483-3483 Tigard, OR 97224 City of Lake Oswego Manager 3800 SW A P13aaa1nq Director Lake Oswego, OR 97034 1120 SW 5th State Portland, OR 97204 : Bob Doran Dlriaion 0001 PO Do 25412 Lidwien Rahaena 9002 SE McLoughlin Blvd. Portland, OR 97225-0412 Mllwankle, OR 97222 City of Tualatin PO Box 369 5 . SPECIAL MERCIES Tualatin, OR 97062 General Talephon,e Portland �� Oflioe Brian Ceaeral Bloc. Tigard, OR 97281 -3416 14655 SW 01d scholia Fry. NW Natural Cas -* Bsarerton, OR 97007 Scott Palmer Metro area Q Jason OO uOas 220 NW 8aoomQ Ave. Hewitt Portland, oR 97209 Twin Oaks itechaalosy 02tsr 1815 ■V 169th Plana 8-6020 Mike Ballock of Oregon Besrartoo, 08 97006 -4886 r 3500 BR sand 8t. 08 fleet f Portland, OR 97201 Pets Nelson 421 8W Oak St. 4 Colombia Cable Mom* PO 242 Stage) ) tIad, OR 97204 Beaverton, OR 97005 Tr1 -lint 6. Tit Transit Der. �TB : =. ^. 4012 81 17th Ave. Portland. • OR 97202 Aeronautics Div- Noon - 000Ani Fish ° Division Dept: : PIIC Y31d31fs Q uality - 7. p8DffitAL aC®lggg -== Post Post n°srs 8. OTHER southern Pacific Tranapertati Duane M. Forney, r Portland, 02 97209 324, valaa Station �la°r 1 • . • • ►3TIS RIW W.M. IS I OREGON • CANCELLED 2301, 2600,23C 6 0 3000, 5 -58 0 o. 6 ` o e. 1 47 16 DRIVE .43, 100 11 ?' 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U ■ NEIGHBORHOOD MEETING Tuesday - June 14, 1994 7:00 pm Tigard Water District Auditorium 8777 SW Burnham Road Tigard, Oregon Re: Property located at the southwest corner of Scholls Ferry Road and North Dakota Avenue (1S1 -33RD, Tax Lot 2400). ATTENDANCE SHEET NAME COMPANY / RESIDENCE ADDRESS Dennis Woods Mackenzie /Saito & Associates David Williams Mackenzie /Saito & Associates Dan Boyden Pacific Crest Partners ._cc. 'T'T IT Ssr'ZL. C 1 T �iT7z�,c/ /NVo�Vlt *T TEAM OJ 6w# C.I:1' i1O 3 N 1'b$1& c CLe ?x4-1kk) rcp E0 (/ 0 c c L)oJ eIV V 7Z 570,1 a-I � Vii r`' 9 r - r7 9 ' - t 7 C) 9�aa 1 (tE Cd )>S4 SAM, ICI) vp c7 22S /4- Sp.'/ - 070 3 1 06vf $ w lt7 cr acv Q rP15 w 6 �.,3 / 7 Ti' e-cl 4iQ f707.2_3 F: \WPDATA \94-06 \94149 \NEIGHBOR.mtg • • Neighborhood Meeting Attendance Sheet Project Number 294149 June 14, 1994 Page 2 NAME COMPANY / RESIDENCE ADDRESS Ilet k t L,' 107ofi J / z,7e4 Cf • c (? QLSS / 2 _6 70 6" ,8EztvlArtsIV •7 A01-0,n �/ 6 c1rU Cie �vr 3 Zs7 o s ��� F: \WPDATA \94 -06 \94149 \NEIGH BOR.mtg 1 1 • MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN 0690 S.W. BANCROFT STREET • P. O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9570 • FAX (503) 228 -1285 NEIGHBORHOOD MEETING Tuesday - June 14, 1994 7:00 p.m. Tigard Water District Auditorium 8777 S.W. Burnham Road Tigard, Oregon Dakota and Scholls Site MSA Project Number 294149 Dennis Woods (MSA) gave an introduction to the project which included the proposed uses, setbacks, entry location, and drainage concept. Questions /answers are as follows: 1. Mrs. Peters asked what will be the building height? Dennis Woods: The buildings will be one story and approximately 20- to 25 -ft. high (45 ft. is the maximum allowed by Code). 2. David Peters voiced concerns regarding the bio -swale and standing water seeping into his house. Dennis Woods: The bio - swale will be flowing away from Mr. Peters' house to Dakota Street, and not stagnant. The lower elevation of the swale will also help keep water away from Mr. Peters' house and yard. Mr. Peters also asked about the plans for the trees next to his fence. Dennis Woods: We are planning to save those trees. 3. Bob Engle asked who would be the tenants. Dan Boyden answered that although none have been officially signed, the bank and other tenants would all be allowed uses within the zone and would typically be 9 -to -5 types. 4. Mrs. Peters asked how the berry bushes will be removed? Will poison be used? Dennis Woods: The bushes will probably be scraped off during clearing operations to a depth of 6 inches minimum in preparation for paving and building. The landscape designer will determine if any additional measures are needed. 5. David Peters asked if the Scholls Ferry Road sound wall will be extended? Dennis Woods: The wall was for residences and would not be desired on a commercial site as it would block visibility. 6. Bob Engle asked what is the timing for construction of this project? Dennis Woods: Within one year. F: \W PDATA \94 -06 \94149\21 M M 1. kc • • Neighborhood Meeting (6/14/94) MSA Project Number 194184 June 21, 1994 Page 2 7. David Peters asked if sound walls will be built along the west side. Dennis Woods: No wall will be built as there is an existing fence, and we will be adding landscaping as a buffer. 8. Steve Albright said he was happy to see this project as it improves the area, adds a needed bank branch, and will not add significant traffic. Dennis Woods: This project also helps the intersection by consolidating several driveways into one. 9. Keith Kitterly asked if a bank will be built on the opposite corner. Dennis Woods: We have heard that U.S. Bank owns that site; we do not know their construction schedule. 10. Bill Gross said the project looks good and the new landscaping should help to buffer the neighbors from Scholls Ferry noise and lights. 11. Keith Kitterly asked if the existing trees are being saved. Dennis Woods: We are planning to save the trees on the west side as well as some of the trees in the middle of the site, if possible. 12. David Peters asked if the final grades are known. Dennis Woods: No, but the berm adjacent to the fence along the west property line will be lowered. 13. Clark Berryman asked if drain tiles will be in the drainage swale. Dennis Woods: No, the concept is to drain through the grass and be cleaned of phosphates before reaching the hard pipe system under Dakota Street. 14. Clark Berryman asked if egress will be a problem. Dennis Woods: None anticipated, as we omitted any Scholls entry and moved the entry back on Dakota to avoid the intersection conflicts as much as possible. 15. Keith Kitterly asked if bright signs such as neon will be on the south side of the building. Dennis Woods: None proposed. The general consensus from the neighbors and citizen involvement team members was that this will be a good project for the City and the neighborhood. DLW /kc F: \WPDATA \94 -06 \94149\21 MM1.kc • • 0 — .4 yy WEIR RD l_Ly e1s4) a tr t. llmmillii ∎ ,z 1 '% c' #4111117Mr.i0 17; iti WI III fir N Itipi i 0 t+�� 1 �: :;real: ; p: hi oil pi; ►�' s � �� 1 IN ills A'a. � d SITE » ■ PO 1k, � `�� a. PO 1 4 1 OrtiF il '. it.,.. , Meg ,,,,-... KK'' 4:1.1.: 7144 _► 1 .J I. mcie mg = l'�Ek r. 0. r a--- 1: 1ll1lll1 r wir∎ ` V . S ∎ �= 111111! 6.1113u • iIrd Inn EmnE � I g j • . 41 � ► gl . � �"o d C ` E. ra :T'i .I I:MM 1!•11111111, R-4.5 r.. !IIIIIII ' * s u (5 MIME (13D % \ ' -i i‘t,.4:/ \ _ , _ < I LI 1 tli I 6'4 I U. O U VICINITY CASE NO. - SITE DEVELOPMENT REVIEW EXHIBIT MAP #94 -0014 • • 4 9 . scH ot - �.s FE Cl. --- 0 -- BAN - pt., Y 0 � C - 0 � ICJ- r Z a OFFIC A L E ' Q. M SP 0 . 1 ....m.. - -------&----* ctito-. cc Q i- ®1" "m'' LL O l' 0 PLOT PLAN 1 CASE NO. . _ .. EXHIBIT MAP . SITE DEVELOPMENT REVIEW #94 -0014 • 1S133AD -00100 1S133AD -00200 NIEDNER, FREDERICK A & ESTHER M BOLOTIN, JAKE SCOTT 10500 SW TARPAN DR 12570 SW TARPAN BEAVERTON OR 97005 BEAVERTON OR 97005 1S133AD -00300 1S133AD -00400 HEIM, FRANCES E GRABINSKI, ALLAN 12610 SW TARPAN DR 12640 SW TARPASN BEAVERTON OR 97005 BEAVERTON OR 97006 1S133AD -00500 1S133AD -00600 NGUYEN, DANG PHUOC AND DALAI, SID HANG KIM THI 12690 SW TARPEN DR 12670 SW TARPAN DRIVE BEAVERTON OR 97005 BEAVERTON OR 97005 1S133AD -00700 1S133AD -10000 TANGALIN, PATROCINIO 0 AND NAVAL, NICOLAS A SR /CECILIA L DEANNA NAVAL, NICOLAS L JR 12710 SW TARPAN DRIVE MALLARI, NORMA N BEAVERTON OR 97005 10705 SW 127TH CT TIGARD OR 97223 1S133AD -10100 1S133AD -10200 BLANCHARD, DEBRA A SEEMANN, SANDRA KAY 10687 SW 127TH CT 10673 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -10300 1S133AD -10400 PRATT, JEFFREY A AND PAULA A MARTER, PATRICK D /LAURIE A 10659 SW 127TH CT 10647 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -10500 1S133AD -10600 NEIGHORN, STEVEN C BUI, JOSEPH HUA 10635 SW 127TH CT 10623 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -10700 1S133AD -10800 SALVATION ARMY, CORPORATE BOARD PUN, YING KUEN AND PO BOX 8798 CHAN, SIU YING PORTLAND OR 97208 10636 SW 127TH CT TIGARD OR 97223 1S133AD -10900 1S133AD -11000 PETERS, DAVID L AND FRANCES L HEFFELFINGER, WILLIAM T 10648 SW 127TH CT 10662 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -11100 1S133AD -11200 LUY, PHANA AND OITTO, BRUCE G & ELEANOR S LEAV, SIVY AND 10682 SW 127TH CT LU, ROTHA TIGARD OR 97223 10674 SW 127TH CT TIGARD OR 97223 1S133AD -11300 1S133AD -11400 MULLIGAN, M PATRICK KETTERLING, KEITH A /JEAN Q 10690 127TH COURT 1070 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -11500 1S133AD -12300 ENTAGH, REZA COLLIGAN, MICHAEL S & KRISTIN K 10716 SW 127TH CT 11347 SW SUMMERLAKE DRIVE TIGARD OR 97223 TIGARD OR 97223 1S133AD -12400 1S133AD -12500 MADARANG, GEORGE E AND LUSIA V BRAVO, JOSE AND 11356 SW SUMMER LAKE DR TODD, ANN TONETTE TIGARD OR 97223 11334 SW SUMMER LAKE DRIVE TIGARD OR 97223 1S133AD -12600 1S133AD -02400 BEASLEY, ROBERT S JR & ANN F HRABIK, FRANCES L 11312 SW SUMMERLAKE DR % CUNNINGHAM, LEE REED TIGARD OR 97223 REED W 13385 SW 115TH TIGARD OR 97223 1S133AD -02500 1S134BC -00401 KINDER CARE LEARNING CTR978 SISTERS OF PROVIDENCE IN OR BY STRATEGIS 987 BY ST VINCENT HOSPITAL 1777 NE LP 410 STE 1250 ATTN: GREG VAN PELT SAN ANTONIO TX 78217 9205 SW BARNES RD PORTLAND OR 97225 1S134BC -00700 1S134BC -00800 3 K RESTAURANT CORP THOMPSON, DENNIS C AND 19200 SW BOONES FERRY RD DAVIDSON, WILLIAM G TUALATIN OR 97062 12475 SW MAIN ST TIGARD OR 97223 1S133AA -04500 1S134BB -00302 DAVIS, MICHAEL K AND CHINOOK INVESTMENT CO JEANNE R BY ASSESSMENT ASSOC, INC 5970 SW SPRUCE 1777 NE LOOP 410 BEAVERTON OR 97005 STE 1250 SAN ANTONIO TX 78217 MACKENZIE SAITO US NATIONAL BANK OF OREGON PO BOX 69039 CORPORATE FACILITIES # 355 PORTLAND, OR 97201 PO:BOX 8837 PORTLAND, OR 97208 LEE CUNNINGHAM 13385 SW 115TH TIGARD, OR 97223 r i REQUEST FOR COMMENTS TO: 7 t, . DATE: July 12, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0014 MACKENZIE - SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: C -P (Commercial Professional) The C -P zone permits a range of professional offices and related business services such as banks and small animal veterinary services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by July 21, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Mark Roberts PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: Phone Number: 410 . e gq — 00 / 4 ( NOTIFICATION LIST FOR ALL APPLICATIONS r 1. CIT (2) copies CPO NO. 2. CITY DEPARTMENTS �ilding Official /Dave S. P rks & Recreation Board lice iCity Recorder Field Operations V L -- LC F*_gineering /Michael A. / Permits Facilitator /Jerree G. Long Range Planning /Carol 3. SPECIAL DISTFjkf'PS (/ Fire District (p}.ek -up box) ,v / Tigard Water Department - 8777 SW Burnham St. Tigard, OR 97223 Tualatin Valley Water District Unified Sewerage Agency /SWM Program -- 6501 6501 SW Taylors Ferry Rd. 155 N. First St. Tigard, OR 97223 Hillsboro, OR 97124 4. AFFECTED JURISDICTIONS Wash. Co. Land Use & Transp. Boundary Commission _ 150 N. First Ave. 800 NE Oregon St. 016 Suite 540 Hillsboro, OR 97124 Portland, OR 97232 -2109 Brent Curtis Kevin Martin -- METRO - GREENSPACES PROGRAM _ - Mike Borreson Mel Huie (CPA's /ZOA's) Scott King 600 NE Grand Fred Eberle Portland, OR 97232 -2736 _ DLCD (CPA's /ZOA's) City of Beaverton 1175 Court St. NE _ Jim Hendryx - Principal Planner Salem, OR 97310 -0590 PO Box 4755 Beaverton, OR 97076 _ Other _ City of King City City of Durham City Manager City Manager 15300 SW 116th PO Box 23483 -3483 King City, OR 97224 Tigard, OR 97224 — City of Lake Oswego City of Portland City Manager — Planning Director 380 SW A 1120 SW 5th Lake Oswego, OR 97034 Portland, OR 97204 _ State Highway Division _ ODOT Bob Doran Lidwien Rahmann PO Box 25412 9002 SE McLoughlin Blvd. Portland, OR 97225 -0412 Milwaukie, OR 97222 _ City of Tualatin PO Box 369 Tualatin, OR 97062 5. SPECIALLAA ENCIES �� _✓ General Telephone f Portland General Elec.� Engineering Office — Brian Moore PO Box 23416 14655 SW Old Scholls Fry. Tigard, OR 97281 -3416 Beaverton, OR 97007 — NW Natural Gas Metro Area Communications Scott Palmer Jason Hewitt 220 NW Second Ave. Twin Oaks Technology Center Portland, OR 97209 1815 NW 169th Place S -6020 Beaverton, OR 97006 -4886 _ TCI Cablevision of Oregon Linda Peterson _ US West 3500 SW Bond St. Pete Nelson Portland, OR 97201 421 SW Oak St. Portland, OR 97204 Columbia Cable (Frank Stone) — 14200 SW Brigadoon Ct. Tri -Met Transit Dev. _ Beaverton, OR 97005 Kim Knox 710 NE Holladay St. 6. STATE AGENCIES Portland, OR 97232 _ Aeronautics Div. (ODOT) DOGAMI _ Division of State Lands Commerce Dept. - M.H. Park OTHER - Fish & Wildlife PUC Dept. of Environ. Quality 7. FEDERAL AGENCIES — Corps. of Engineers Post Office 8. OTHER _ Southern Pacific Transportation Company Duane M. Forney, PLS - Project Engineer 800 NW 6th Avenue, R. 324, Union Station Portland, OR 97209 • CITY OF TIGARD March 21, 1996 OREGON Peggy Hennessy Reeves, Kahn & Eder P.O. Box 86100 4035 SE 52nd Avenue Portland, OR 97286 Re: CPA 95 -0005 Dear Ms. Hennessy: This letter is in response to your request for information regarding the Mackenzie/Cunningham Site Development Review (SDR 94-0014). Currently, the center is occupied by a bank, a veterinary clinic and a Boston Market restaurant. The property is currently zoned C -P (Professional Commercial). Condition #10 of the approval limited certain uses to a maximum of 20 percent of the total square footage of the site. The Boston Market occupies approximately 2,970 square feet of the approximately 15,830 square foot total on -site, which is approximately 19 percent of the site. Therefore, the existing uses are in conformance with the approved • Site Development Review. If you have any further questions conceming this information, please feel free to contact me at 639 -4171. Sincerely, 0 )-4 6-A ' William D'Andrea Assistant Planner i:\curpin \willlhennessy.ltr c: File 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • • ECEIVED PLANNING MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN MAY 1 7 1995 0690 S.W. BANCROFT STREET • P. O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9570 • FAX (503) 228 -1285 MEETING MINUTES DATE: May 11, 1995 SUBJECT: Key Bank @ Scholls Meeting Minutes (5/10/95) Project Number 294149 Modified Traffic Information to Amend Comprehensive Plan Amendment Submittal for Parcel #3 @ 12580 SW Sc oils Ferry (NOTE: Address revised by City to 12700 SW North Dakota) BY: Dennis Woods PRESENT: Ray Valone, Long -Range Planner - City of Tigard c/7Will D'Andrea, Planning - City of Tigard Michael Anderson, Engineering - City of Tigard Brent Ahrend - Mackenzie Engineering Incorporated (MEI) Dennis Woods - Mackenzie /Saito & Associate (MSA) ACTION ITEMS 1.1 Ray Valone, after comments have been received, will contact MSA (DRW) if any additional clarification or staff concerns arise. 1.2 MSA, by 5/17/95, will review with the owner and proposed video tenant on site locations for video drop box to minimize traffic congestion at entry/exit. 1.3 MSA, by 5/11/95, will review the proposed and required parking for the alternate proposed use and confirm adequate parking will be provided. -- INFORMATION ITEMS 1. Ray indicated that the review of the proposal was still in the early stages and no comments were available at this time. 2. Michael stressed the concern for traffic generated at other similar video outlets and problems he has experienced with only one driveway. Discussion was held regarding revising the building to allow a shared driveway with the building to the south but, due to the nature of the adjacent use (Daycare), additional on -site traffic in that area would not be desirable. Further discussion indicated traffic backups caused around drop - off box locations. MSA indicated they would review alternate locations away from the driveway to reduce congestion. 3. Ray indicated the City of Beaverton had mentioned that traffic impact on Scholls may be a concern, but had not received their comments as of this date. Ray indicated he would forward our information and that he had reviewed the previous traffic report prepared as part of the SDR process. MACKENZIE/SAITO & ASSOCIATES F: \W PDATA\95 -05\94149\ I 1 MM 1. KS • • Meeting Minutes (5/10/95) Key Bank @ Scholls Project Number 294149 May 11, 1995 Page 2 4. Ray indicated the City's concern that if the zone change were approved, any number of possible commercial • uses could occupy the space. Michael pointed out that, in this case, the building is already under construction and various uses may be limited. MSA clarified the zone change was only for Parcel #3, a small portion of the overall site, and that, as Planning had noted earlier, parking requirements based on use would need to be maintained. Every effort has been made to accurately record this meeting. If any errors or omissions are noted, please provide written response within five days of receipt. c: All Present Dan Boyden - Pacific Crest MACKENZIE/SAITO & ASSOCIATES F: \WPDATA\95 -05\94149 \11 MM 1.KS 411 • MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN RECEIVED PLANNING 0690 S.W. BANCROFT STREET • P. O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224-9570 • FAX (503) 228 -1285 MAY 171995 MEETING MINUTES DATE: May 11, 1995 SUBJECT: Key Bank Meeting Minutes (5/10/95) Project Number 9 196 BY: Dennis Woods PRESENT: Will D'Andrea, Planning - City of Tigard Michael Anderson, Engineering - City of Tigard Brent Ahrend - Mackenzie Engineering Incorporated (MEI) Dennis Woods - Mackenzie/Saito & Associates (MSA) ACTION ITEMS 1.1 Michael Anderson will review submitted material and consult with Randy Wooley prior to issuing final decision regarding the addition of the second teller. INFORMATION ITEMS 1. MSA/MEI reviewed proposed revisions to site and provided revised reduced site plan indicating location of second teller and relocated ATM. 2. MEI reviewed the revised traffic report and field information regarding an existing Key branch with two tellers and a drive -up ATM. All information presented indicated that the proposed 150' stack at Window #1 (shared with #2 and ATM), the 50' stack at Window #2, and the 50' stack at the relocated ATM would provide more than enough stack time during the PM peak hour. MEI also indicated that the second teller window would, in reality, reduce the stack time which would have been experienced with just one window. 3. Michael asked if there were any planning requirements to maintain the escape lane that the relocated ATM would occupy; Will D'Andrea indicated there was not. 4. MSA indicated where the 150' stack lane ended on site and pointed out that an additional 60'± was available prior to blocking of parking spaces that could be used during unusual circumstances and most likely that customers would park and go inside if the stack were ever to reach this point. Every effort has been made to accurately record this meeting. If any errors or omissions are noted, please provide written response within five days of receipt. c: All Present MACKENZ.IE/SAITO & ASSOCIATES F: \WPDATA\95 -05\95196\11 MM 1.KS • • May 10, 1996 v v P Y Peggy Hennessy CITY OF TIGARD Reeves, Kahn & Eder O REGON P.O. Box 86100 4035 SE 52nd Avenue Portland, OR 97286 Re: SDR 94 -0014 Dear Ms. Hennessy: This letter is in response to your letter dated May 8, 1996 regarding code violations on the property located at the southwest comer of SW Scholls Ferry Road and SW North Dakota Street. This letter requested that the City issue a stop work order pending compliance with all applicable conditions approval criteria. Your understanding, as stated in the March 8, 1996 letter, that the zone change is in effect and the applicant is entitled to move forward (at his own risk) is correct. The City did not stop work on the Boston Market, as requested in the April 8th letter, because it did not violate condition #10 of the approval as it was under the alloted square footage. Further, my April 25th letter stated that the City will review proposed tenant improvements for potential conflicts with major modification criteria. Upon determination that a potential change in use is a major modification, the applicant will be required to submit a new site development review application for that proposed tenant. Your May 8th letter states that the applicant is in violation of the existing design review approval because the square footage exceeds the 2,888 square foot limit of the approval. The condition in question stated: "Deed restrictions shall be submitted which limit the area to be used for retail sales, convenience sales and personal services, and eating and drinking establishments to a maximum of 2,888 square feet of the gross floor area of the development complex. The C -P zone limits these uses to 20% of the entire square footage of the development complex." The stated square footage simply clarified the 20% limitation imposed by the C -P zone. The applicant satisfied this condition by recording a deed restriction. Since the property is now zoned C -N (Neighborhood Commercial), the 20% limitation of the C -P zone is no longer applicable as it relates to use restrictions. While the zone has changed, the original condition remains satisfied. A restriction was recorded. However, Section 9 (Use Restrictions), of Declaration of Covenants, Conditions and Restrictions For Parcific Crest Scholls Center, states in part that For so long as Lot 3 is zoned C -P (Professional Office)' Since the property is now zoned C -N, this restriction is no longer applicable, even though it satisfies the stated condition to restrict usage. 13125 SW Hcll Blvd., Tidcrd, OR 97223 (503) 639 -4171 TDD (503) 684-2772 • • As for future tenants, the City will review proposed tenant improvements for potential conflicts with major modification criteria. Upon determination that a potential change in use is a major modification, the applicant will be required to submit a new site development review application for that proposed tenant. If you have any further questions concerning this information, please feel free to contact me at (503) 639 -4171. Sincerely, � 7/42 , ✓ / 4/ 6 _, James N.P. Hendryx Community Development Director is \curpin \will\hen nessy.lt2 c: Dan Boyden SDR 94 -0014 and use file CITY OF TIGARD 13125 S.W. Hall Blvd. Tigard, Oregon 97223 DANIEL BOYDEN PACIFIC CREST PARTNERS 911 OAK STREET HOOD RIVER OR 97031 CITY OF TIGARD 13125 S.W. Hall Blvd. Tigard, Oregon 97223 EDWARD MURPHY 9875 SW MURDOCK TIGARD OR 97224 April 25, 1996 Alt‘dik Peggy Hennessy CITY OF TIGARD Reeves, Kahn & Eder OREGON P.O. Box 86100 4035 SE 52nd Avenue Portland, OR 97286 Re: SDR 94 -0014 Dear Ms. Hennessy: This letter is in response to your letter dated April 8, 1996 regarding code violations on the property located at the southwest corner of SW Scholls Ferry Road and SW North Dakota Street. This letter requested that the City issue a stop work order pending compliance with all applicable conditions approval criteria. Review of the square footage occupied by Boston Market indicates that they occupy approximately 2,805 square feet, not 2,970 square feet as previously stated. A building permit (BUP 95 -0515) was issued for Boston Market for 2,805 square feet. The calculation of 2,970 square feet was erroneously made from a site plan which highlighted the approximate area to be occupied by Boston Market. The 2,805 square feet is under the 20% stipulated under the approved Site Development Review. Therefore, a stop work order will not be issued. As for future tenants, the City will review proposed tenant improvements for potential conflicts with major modification criteria. Upon determination that a potential change in use is a major modification, the applicant will be required to submit a new site development review application for that proposed tenant. If you have any further questions concerning this information, please feel free to contact me at (503) 639 -4171. Sincerely, l /James N.P. Hendryx Community Development Director • is \curpin \will \hennessy.lt2 c: Dan Boyden SDR 94 -0014 land use file 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 June 17, 1996 ■ �,,� s" i CITY OF TIGARD Jack L. Orchard O REGON Ball, Janik LLP One Main Place 101 SW Main Street, Suite 1100 Portland, OR 97204 -3219 RE: Director's Interpretation - Occupancy of Pacific Crest Partners Project Dear Mr. Orchard: This interpretation is to rectify confusion regarding the occupancy and issuance of tenant improvement permits for the Pacific Crest Partners Commercial Center located at 12700, 12730 and 12744 SW North Dakota Street. The center was granted Site Development Review approval (SDR 94- 0014) on August 19, 1994 under Commercial Professional (CP) zoning. This zone limits retail sales, convenience sales, personal services, and eating and drinking establishments to 20 percent of the square footage of the development complex. On October 30,1996, Pacific Crest Partners and Providence Health System applied for a Comprehensive Plan Map and Zone Change to CN - Neighborhood Commercial. This was approved by the City Council on February 13, 1996. Uses now occupying and proposed to occupy buildings in the CN zone are now subject to the standards of the CN zone and not the 20 percent limitation of the CP zone. In its evaluation of the Comprehensive Plan and Zone Change from CP to CN the City Council made findings that demonstrated any and all combinations of CN uses could be accommodated with the existing transportation system. Thus, the traffic impact analysis has been completed for any new use in the CN zone at this location. The buildings in the CN zone were approved as part of a site plan issued under SDR 94 -0014. The developers are now in the occupancy phase of using the buildings constructed under the SDR. Occupancy of these buildings does not require a new site plan. The uses must meet the standards of the new CN zone however. Page 1 of 2 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • 1 To the extent the new uses may exceed the limits of the SDR approved in - 1994 was analyzed in the Comprehensive Plan and Zone Change process and the City is bound by that decision unless it is overturned. Occupancy and tenant improvement permits will be permitted subject to the standards of the CN zone and the building code. I have authorized issuance of pending permits. Sincerely, / .....a , ////42N mes N.P. Hendryx Community Development Director i:lcurplMdick\pacrst. int 06/14/96 9:47 AM c: Peggy Hennesey 1 SDR- 94 -0014 land use file - 1 Page 2 of 2 SENT BY:BAL. JANIK LLP • ; 6 -12 -36 ; 1:13PM ; BALL JAN LLP-+ 503 684 7297;# 2/ 4 • 3/4: BALL JANIK LLP RaC` A T T O R N I I V S Oral MAIN Ft.Acx: 101 SOUnhwt MAIN Smear, SUM 1 100 H'wILwu. Orcuur4 97204 -.3219 ]war 1.. ORCHARD Th.evt town 5W-228-2525 Jorcherd Objlp.00m Fix:sea 5O3- 2964[1;8 June 12, 1996 ]ay TelecoDy Mr. James N.P. Hendryx Community Development Director City of Tigard 13125 S. W. Hall Boulevard Tigard, OR 97223 Re: Permit Approvals for Pacific Crest Partners Project JS. W. Scholls Ferry Road - S. W. North Dakota Street Dear Jim: As we have discussed, there is some confusion about the City's continued processing and issuance of construction permits in connection with Pacific Crest Partners' neighborhood commercial project at the above location. As I understand it, a question has been raised about earlier imposed limitations on traffic generation for retail use of a portion of the site. This is apparently based on a prior site development review (SDR) approval, leading Will D'Andrea to the preliminary opinion that a major modification to the prior SDR must be approved before Pacific Crest can proceed with additional, neighborhood commercial build -out. If Pacific Crest was proceeding under the Commercial Professional ( "C - ") zone and proposing new or additional retail uses, 1 could understand Will's concerns over the pre- existing SDR. I believe he is correct that new or additional C -P retail build -out would present an issue for the nccd of a major modification to the prior SDR. However, the retail uses for which Pacific Crest Partners is seeking permits are neither under the C - zone, nor are they subject to the trip generation limitations involved in the prior SDR. Instead, these retail uses are being developed under the C -N zone. Their transportation impacts were already evaluated by City Staff, the Planning Commission and Council as part of the rezoning of the site from C -P to C -N. In effect, ttwn+.nax (>rauan WA. ,iu1 un. D.C. S..0 st. Oluu w - BY :BALL JANIK LLP • ; 6 -12 -96 ; 1 :20PM ; BALL JANoLLP 503 684 7297;# 4/ 4 BALL JANIK u.p Mr. James N.P. Hendryx June 12, 1996 Page 3 • In contrast, the pre - existing SDR proceeded on a different set of assumptions and allowed land uses. To the extent that new retail traffic volumes may exceed the limits of that SDR, the "major modification" of those prior assumptions and analyses was, in fact, undertaken by Pacific Crest Partners and approved by the City through the rezoning process. (Please recall that during the Planning Commission phase of the rezoning process, extensive comments were received from third parties about traffic-related issues.) No useful purpose will be served by requiring Pacific Crest Partners to resubmit the same information and go through an SDR modification to generate the same findings and conclusions already reached by the City Council for C -N uses. I have advised Dan Boyden that since the City has repeatedly accepted the transportation analysis performed for the rezoning case, it would be disingenuous for the City to take any other position than approving any allowed C -N use for the remaining retail build -out. In effect, a major modification to the prior SDR would be a replay of the transportation elements of the rezoning case. At this point, the City is bound by City Council's Findings and Conclusions on traffic issues arising out of C -N uses. With respect to the pre - existing SDR, perhaps it is best put in perspective by the old adage: That was then, this is now." Significant intervening events in the City's land use process have occurred since that SDR. The City should recognize, as it requires a developer to recognize, the effect of those intervening processes. As 1 have explained to you, Pacific Crest's build -out schedule has been directly impacted by stopping the process for discussion of the SDR modification. Consequently, please instruct your staff to resume permit issuance without further delay so that Pacific Crest can meet commitments to C -N users who have already leased retail space. Sincerely, Jack L. Orchard cc: Dan Boydcn • SENT BY :BALL JANIK LLP ; 6 -12 -96 ; 1 :20PM ; BALL J. LLP 503 684 7297 ;# 3/ 4 BALL JAN1K LLP Mr. James N.P. Hendryx June 12, 1996 • Page 2 • when Pacific Crest undertook the zone change, it also undertook a full -blown transportation analysis in order to demonstrate that any and all combinations of C -N uses allowed by Code could be accommodated with the existing transportation system (including any mitigation improvements indicated by the traffic analysis). Because the City was required to make findings in the C -N zone change case that any combination of C -N uses could be accommodated from a traffic impact standpoint, each C -N use, individually or in combination with others, had to satisfy Comprehensive Plan Policy 8.1.1. Thus, the necessary traffic impact analysis has already been completed for any new C -N use. No further SDR review is needed regarding this issue. As the City Council's Order states. "The City's Engineering Division and Washington County have reviewed the traffic analysis and find that the proposed amendment [from C -P to C-N] will not have a significant effect on the planned transportation system. The Engineering Division states that because the proposal is an exchange of already existing zoning districts that involves virtually the same amount of land, there will be no additional traffic impact caused either by a new zoning district or by land added to the old districts. For the above reasons, Policy 8.1.1, is satisfied." (City of Tigard Ordinance 96-04, Final Order, pp. 8 -9) In actuality, the zoning swap slightly reduced the traffic impacts which previously existed under the former C -P and C -N zoning configuration. As a result of the extensive review of traffic impacts in the rezoning application, it is now unnecessary for the City to go through a separate SDR to review the same issue. Such an SDR review might be warranted if specific, more intensive uses were being developed without the benefit of the rezoning. However, the rezoning forced a threshold review of all traffic- related issues as part of that process. Please note that the rezoning process also required under Plan Policy 12.2.1 an analysis of potential access constraints. The City Council concluded that "... redesignating [the property] to C -N will not create traffic congestion or a traffic safety problem." (City Council Order, p. 9.) Additionally, the City Council found that site - generated traffic will not be directed through local neighborhood streets. (City Council Order, p. 10.) Finally, under the category of impact assessment, the City Council found that the privacy of adjacent non - commercial users can be maintained via site configuration characteristics in relationship to the street system. (City Council Order, p. 10) • 411 / 3rn REEVES, KAHN & EDER ATTORNEYS AT LAW H. PHILIP EDER 4035 S.E. 52nd Avenue Post Office Box 86100 PEGGY HENNESSY* Portland, Oregon 97206 Portland, Oregon 97286 GARY K. KAHN* J. KRISTEN PECKNOLD MARTIN W. REEVES* TELEPHONE (503) 777 -5473 *Also Admitted in Washington FAX (503) 777 -8566 Please reply to Post Office Box June 11, 1996 Jim Hendryx Community Development Director City of Tigard • • 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Pacific Crest Comprehensive Plan Amendment 95 -0005 and Zone Change 95 -007 Mackenzie /Cunningham Site Design Review 94 -0014 Dear Mr. Hendryx: • I represent Bill Gross with respect to his interest in the above matters. This letter constitutes a written complaint • pursuant to Section 18.24.040 (A), alleging violation of the existing site development review approval for the Pacific Crest project at Scholls Ferry and North Dakota. The original 1994 approval was based upon development of 10,850 square feet as general retail and professional office space consistent with the underlying Commercial Professional zone. Under that proposal, only 20% of the site could be developed for general retail. Now, the zone has been changed to Neighborhood Commercial and Pacific Crest is proposing an entirely different development plan, including more than 20% of general retail. While the Neighborhood Commercial zone is not subject to the 20% limitation on general retail, the current approval was based upon such a limitation. In Owen Development Group, Inc. vs. City of Gearhart, 25 Or LUBA 88 (1993), LUBA found that a site plan proposing a different mixture of commercial uses constitutes more than a minor modification of the approved development plan. Similarly, in this case, the current proposal includes a different mix of commercial uses, significantly more intense uses than the formerly approved development. Therefore, as in Owen Development, there has been a major modification and the City Code requires that the applicant submit a new 'site development review application. 18.120.070. • • Jim Hendryx June 11, 1996 Page 2 Eighty percent (80%) of the formerly approved uses would have been for office space and twenty percent (20%) would have been for general retail, according to the findings in the development review decision. SDR 94 -0014, Notice of Decision at 6. Office use has typical business hours between 8:00 a.m. and 5:00 p.m. It generates much lighter traffic and has fewer impacts than retail eating and drinking establishments or convenience sales and personal services. Many restaurants and convenience stores have extended hours (some are twenty -four hours per day) and generate significantly more traffic than office uses do. For example, the Boston Market (which was not anticipated at • the time of the site development review approval in 1994), is a fast food restaurant which generates approximately 2,200 average daily trips for each 2,800 square feet. General retail (which is what the applicant proposed in 1994) generates approximately 500 trips per day for each 3,000 square feet. This change alone warrants a finding of major modification and warrants a new application for development review of the actual proposal. These figures are based upon the Institute of Transportation Engineers Trip Generation, Fifth Edition ( "ITE "). Clearly, the figures represent an increase of more than 20 vehicles per day. Alternatively, even if the City finds that the Boston Market falls within the parameters of the former approval, notwithstanding the unanticipated increase in traffic, it must find a major modification pursuant to 18.120.070 because the additional retail • use generates more traffic than the previously proposed office space. The average daily trips to and from convenience sales and personal services, such as the Magic Cleaners and Great Clips, will be approximately 425 vehicles for 5,100 square feet. The average daily trips for 4,900 square feet of office space is approximately 120 trips. ITE, pp. 1,230 -1,231 and 939 -942. This change represents an increase of more than 20 vehicles per day and constitutes a major modification, requiring submission of a new development review application. Section 18.120.070 provides that the Director shall determine that a major modification will result if there is an increase in vehicular traffic to and from the site which is expected to exceed 2C vehicles per day. This is not a discretionary determination if such an increase is established. The ITE trip generation information provides substantial evidence that the new zoning and current development proposal results in an increase of more than 20 vehicles per day. The Boston Market shows an increase of at least 850 vehicles per day over the anticipated general retail use. In addition, the additional retail use for the dry cleaner and the hair salon show an increase of approximately 365 vehicles per day. 411 411 Jim Hendryx June 11, 1996 Page 3 Consequently, the applicant must submit a new site development review application to reflect the major modification in the plan. The 1994 approval is no longer in effect and the applicant has no authority to proceed until there is approval of the major modification. Therefore, any on -site activities pursuant to the 1994 site development approval constitute a violation. Please consider this letter a written request for a stop work order, pursuant to Section 18.24.070, pending full compliance with the requirements of the City Code and all conditions of any approval imposed by the City. Should you have any questions, please feel free to call. I look forward to receiving your response to our request. • Very truly yours, REEVES, KAHN & EDER Peggy ennessy PH /s cc: Bill Gross SENT BY BALL JANIK LLP ; 6 -12 -96 ; 1:19PM ; BALL JANIK LLP-' 503 684 7297;# 2/ 4 41 • BALL JANIK LLP A T T O R N R YS ONn MAIN PLACE 101 Sot rINweST MAIN Smear, rF, Sum 1 100 PlNiI1 ANL,. OFIeuuN 97204 -3219 JACK L. ORCHARD Man R 503 - 228-2525 Jorcherd@bjllp.com FAC51MIL 503-295-1058 June 12, 1996 $y Telecopy Mr. James N.P. Hendryx Community Development Director City of Tigard 13125 S. W. Hall Boulevard Tigard, OR 97223 Re: Permit Approvals for Pacific Crest Partners Project (S. W. Scholls Ferry Road - S. W. North Dakota Street Dear Jim: As we have discussed, there is some confusion about the City's continued processing and issuance of construction permits in connection with Pacific Crest Partners' neighborhood commercial project at the above location. As I understand it, a question has been raised about earlier imposed limitations on traffic generation for retail use of a portion of the site. This is apparently based on a prior site development review (SDR) approval, leading Will D'Andrea to the preliminary opinion that a major modification to the prior SDR must be approved before Pacific Crest can proceed with additional, neighborhood commercial build -out. If Pacific Crest was proceeding under the Commercial Professional ( "C -P ") zone and proposing new or additional retail uses, I could understand Will's concerns over the pre - existing SDR. I believe he is correct that new or additional C -P retail build -out would present an issue for the nccd of a major modification to the prior SDR. However, the retail uses for which Pacific Crest Partners is seeking permits are neither under the C -P zone, nor are they subject to the trip generation limitations involved in the prior SDR. Instead, these retail uses are being developed under the C -N zone. Their transportation impacts were already evaluated by City Staff, the Planning Commission and Council as part of the rezoning of the site from C -P to C -N. In effect, ru "TL. NU. (A*u)N D. C. S.,uM. Chu44UN SENT BY :BALL JANIK LLP ; 6 -12 -96 ; 1 :20PM ; BALL JANIK LLP-s 503 684 7297;# 3/ 4 • BALL JAN1K LLP Mr. James N.P. Hendryx June 12, 1996 Page 2 when Pacific Crest undertook the zone change, it also undertook a full -blown transportation analysis in order to demonstrate that any and all combinations of C -N uses allowed by Code could be accommodated with the existing transportation system (including any mitigation improvements indicated by the traffic analysis). Because the City was required to make findings in the C -N zone change case that any combination of C -N uses could be accommodated from a traffic impact standpoint, each C -N use, individually or in combination with others, had to satisfy Comprehensive Plan Policy 8.1.1. Thus, the necessary traffic impact analysis has already been completed for any new C -N use. No further SDR review is needed regarding this issue. As the City Council's Order states, "The City's Engineering Division and Washington County have reviewed the traffic analysis and find that the proposed amendment [from C -P to C -N] will not have a significant effect on the planned transportation system. The Engineering Division states that because the proposal is an exchange of already existing zoning districts that involves virtually the same amount of land, there will be no additional traffic impact caused either by a new zoning district or by land added to the old districts. For the above reasons, Policy 8.1.1, is satisfied." (City of Tigard Ordinance 96-04, Final Order, pp. 8 -9) In actuality, the zoning swap slightly reduced the traffic impacts which previously existed under the former C -P and C -N zoning configuration. As a result of the extensive review of traffic impacts in the rezoning - application, it is now unnecessary for the City to go through a separate SDR to review the same issue. Such an SDR review might be warranted if specific, more intensive uses were being developed without the benefit of the rezoning. However, the rezoning forced a threshold review of all traffic - related issues as part of that process. Please note that the rezoning process also required under Plan Policy 12.2.1 an analysis of potential access constraints. The City Council concluded that ". . . redesignating [the property] to C -N will not create traffic congestion or a traffic safety problem." (City Council Order, p. 9.) Additionally, the City Council found that site - generated traffic will not be directed through local neighborhood streets. (City Council Order, p. 10.) Finally, under the category of impact assessment, the City Council found that the privacy of adjacent non - commercial users can be maintained via site configuration characteristics in relationship to the street system. (City Council Order, p. 10) I SENT BY :BALL JANIK LLP ; 6 -12 -96 ; 1 :20PM ; BALL JANIKLLP -N 503 684 7297;# 4/ 4 BALL JANIK up Mr. James N.P. Hendryx June 12, 1996 Page 3 In contrast, the pre-existing SDR proceeded on a different set of assumptions and allowed land uses. To the extent that new retail traffic volumes may exceed the limits of that SDR, the "major modification" of those prior assumptions and analyses was, in fact, undertaken by Pacific Crest Partners and approved by the City through the rezoning process. (Please recall that during the Planning Commission phase of the rezoning process, extensive comments were received from third parties about traffic - related issues.) No useful purpose will be served by requiring Pacific Crest Partners to resubmit the same information and go through an SDR modification to generate the same findings and conclusions already reached by the City Council for C -N uses. I have advised Dan Boyden that since the City has repeatedly accepted the transportation analysis performed for the rezoning case, it would be disingenuous for the City to take any other position than approving any allowed C -N use for the remaining retail build -out. In effect, a major modification to the prior SDR would be a replay of the transportation elements of the rezoning case. At this point, the City is bound by City Council's Findings and Conclusions on traffic issues arising out of C -N uses. With respect to the pre - existing SDR, perhaps it is best put in perspective by the old adage: "That was then, this is now." Significant intervening events in the City's land use process have occurred since that SDR. The City should recognize, as it requires a developer to recognize, the effect of those intervening processes. As I have explained to you, Pacific Crest's build -out schedule has been directly impacted by stopping the process for discussion of the SDR modification. Consequently, please instruct your staff to resume permit issuance without further delay so that Pacific Crest can meet commitments to C -N users who have already leased retail space. Sincerely, Jack L. Orchard cc :. Dan Boydcn r RECD MAY 09 1995 REEVES, KAHN & EDER ATTORNEYS AT LAW H. PHILIP EDER P.O. BOX 86100 PEGGY HENNESSY* 4035 S.E. 52ND AVENUE GARY K. KAHN* PORTLAND, OREGON 97286 PLEASE REPLY TO P.O. BOX J. KRISTEN PECKNOLD MARTIN W. REEVES* TELEPHONE (503) 777 -5473 FAX (503) 777 -8566 Also Admitted in Washington May 8, 1996 Jim Hendryx Community Development Director City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Pacific Crest Comprehensive Plan Amendment 95 -0005 and Zone Change 95 -007 Mackenzie /Cunningham Site Design Review 94 -0014 Dear Mr. Hendryx: As you know, I represent Bill Gross with respect to his interest in the above natters. Thank you for your response to our prior complaint, clarifying that the Boston Market was actually within the 2,888 square footage limitation of the existing design review. We are filing this supplemental written complaint, in accordance with Section 18.24.040 (A), regarding new code violations at the Pacific Crest development. It has come to our attention that additional space is currently under construction for a drycleaning operation and a hair salon. These uses are listed as "convenience sales and personal services" under section 18.42.020.C.14. The existing design review approval establishes a maximum of 2,888 square feet of gross floor space for all retail sales, convenience sales and personal services, and eating and drinking establishments. As you previously indicated, the Boston Market covers approximately 2,805 square feet, leaving a balance of only 83 square feet available for any retail sales, convenience sales and personal services, and eating and drinking establishments. The cleaners and the hair salon will clearly occupy more than 83 square feet. Consequently, the current construction is in violation of the existing design review approval. • • Jim Hendryx Community Development Director May 8, 1996 Page 2 William D'Andrea indicated that the zone change to Neighborhood Commercial will not be effective until all appeals have been exhausted and all appeal periods have run. If so, because there is an appeal pending with the Land Use Board of Appeals, the property is still subject to the requirements of the Commercial Professional zone. Construction of the cleaners and hair salon, in addition to operation of the Boston Market, violates the 20% retail limitation of the Commercial Professional zone and cannot be allowed. On the other hand, if the zone change to Neighborhood Commercial is currently effective, then the additional retail, convenience and personal service use constitutes a major modification to the existing design review approval and the applicant must apply for new approval. The applicant is definitely in violation of the existing design review approval because the square footage exceeds the 2,888 square foot limit in the approval. Design review approval for the actual proposal is required prior to issuance of building permits. There is no current approval for retail, convenience sales, or personal services in excess of 2,888 square feet. Therefore, there has been a major modification and we respectfully request that the City issue a stop work order pending approval of a new site design review application. This request is made pursuant to Section 18.24.070 (A) of the City Code. Very truly yours, REEVES, KAHN & EDER • -/ N /L-2/xj4 Peggy Hennessy • PH /ka • cc: Bill Gross e: \c: \data \ph \gross \hendryx2.ltr :44 -. ... .. . L /Z5-- • Foss/8/e_ 1��E- -re,,,,,,, ptsc ' S ED fs 3tli -l\.( c:)-50 ?- ( IEW CcC F .)W— . – *Ek- Pi ,.)-tS C zo ,J<akcA_ES gee \- LE „..A. a hit, sb•ic, D ¥k4. Fw , -.D‘-\\ , - , OC:Tt\ A L I :_i %. . acs ca: J .. \........„:„...:, J S001.- RRY RD 0.00,0.0. _ <3 _ 1♦ -�sIGN p1Y ti a i � tr l •r3 ` 1 7: 50 , ( b ` 1 i • ' r e d 1 se - c 1. - o a - v I 1 p._o ,�•_p I 1 I lamI I •V 1 i I) I FI ° a b ♦ b 1 \ I' 2 '' i ; Alj----7-11 LOT 1 E 5 • b I I F.F. 231.50 �`: \ ``� IOC W i i (� b i �' aC el .-i s• -7 '- PI # • � ( �-._ i! ■ c I 1 1 ° =7.:_p. •p._p i ' (1 t)SP0 To 1 O 1 ,�{ 1 0'-0" a)SPCE'E' . ,�pruu D - u 9- Oc9Y� .. I r � 9' �` �/ E DGE OE PA , = 1 1 TRASH 4 r 4S I I 1151 I I RESIDENCES .C. C: N, 0.07 re e 1 4 I /7., 1 ;l V _ i � O 1j LOT 2 - . L 1U L 3' � " ` 1 D I b ;4'... U t - 4 4 ' 4".... ! Et E\ I 1 V ETERINARIAN 4 'FfICE LEASE I t 1 I I F.F. 230.80 IJ I zk 4S v 1 S Lt,to , II ;I `L l ) ( —� suss uN[D swAt_ — J I I n 00 0.02N, o. 4 v I ;Y.N. S 89 W 2. 0 20 SETBACK LINES / I I I C.37N,0.00 OATCAKE FAGLITY V I I / t 74:;/;" , 15.�/� -t ‘...P 0 SITE PLAN N.T.S. • 1 . April 25, 1996 �I �� Peggy Hennessy CITY OF TIGARD Reeves, Kahn & Eder OREGON P.O. Box 86100 4035 SE 52nd Avenue Portland, OR 97286 Re: SDR 94 -0014 Dear Ms. Hennessy: This letter is in response to your letter dated April 8, 1996 regarding code violations on the property located at the southwest corner of SW Scholls Ferry Road and SW North Dakota Street. This letter requested that the City issue a stop work order pending compliance with all applicable conditions approval criteria. Review of the square footage occupied by Boston Market indicates that they occupy approximately 2,805 square feet, not 2,970 square feet as previously stated. A building permit (BUP 95 -0515) was issued for Boston Market for 2,805 square feet. The calculation of 2,970 square feet was erroneously made from a site plan which highlighted the approximate area to be occupied by Boston Market. The 2,805 square feet is under the 20% stipulated under the approved Site Development Review. Therefore, a stop work order will not be issued. As for future tenants, the City will review proposed tenant improvements for potential conflicts with major modification criteria. Upon determination that a potential change in use is a major modification, the applicant will be required to submit a new site development review application for that proposed tenant. If you have any further questions concerning this information, please feel free to contact me _:t (503) 639 -4171. Sincerely, , /James N.P. Hendryx Community Development Director • is +.cuminkwill\hennessy.it2 c: Dan Boyden SDR 94 -0014 land use file 13125 S'vV H:cll Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • W y -3"'" ... ; : REEVES; K :& ED = REC'D'APR -10.,1 :.. : .:��_::� __ 995 `:" ` ATTORNEYS ' LAW - H. PHILIP EDER' , _ _ _ . _ : P.O. BOX 86100 ' y - - • PEGGY HENNESSYP : S..`' - r': ° • 4035 S.E. 52ND AVENUE - GARY K. KAHN+ - = 4 . - - ' - PORTLAND, OREGON 97286 = - . - PLEASE REPLY TO P.O. BOX J. KRISTEN PECKNOLD .: , MARTIN W. REEVES TELEPHONE (503) 777 -5473 : • FAX (503) 777 4566 !Alpo Added iu Winn : April 8, 1996 • Jim Hendryx • Community Development Director City of Tigard • 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Pacific Crest Comprehensive Plan Amendment 95 -0005 and Zone Change 95 -007 Mackenzie /Cunningham Site Design Review 94 -0014 __. _ Dear Mr. Hendryx: I represent Bill Gross with respect to his interest in the above matters. We are filing this written complaint, in accordance with Section 18.24.040 (A), regarding code violations at the Pacific Crest Development. The property at issue is located at the southwest corner of the intersection of S.W. Scholls Ferry Road and S.W. North Dakota Street. The site was previously zoned as C -P, Commercial- Professional. Accordingly, the prior site design review (SDR 94- 0014 MacKenzie /Cunningham) was based upon the underlying C -P zone. 'Wherefore, any chan&e in use under the new neighborhood commercial zoning will constitute a major mod ification an d the a. • licant must • o throu . h a new desi . n review a • • • . • • - The plan amendment and zone change from C -P to C -N constitutes a significant change in the allowable uses for the property. For example, under the C -P zone, a maximum total of 20% of the site may be used for convenience sales, personal services, eating and drinking establishments, and general retail sales, whereas the C -N zone allows some of these uses outright and some of them conditionally up to 100% of the site. The zone change allows major modifications to be made to the development proposal that was before the City at the time of the 1994 site design review. ? rf f/A(_ vsfs DN)y Requirement for New Design Review Approval Tigard Municipal Code, § 18.120.070 provides that the Director shall determine that a major modification will result if there is an increase in vehicular traffic to and from the site and the increase can be expected to exceed 20 vehicles per day The zone change to Neighborhood - . Jim Hendryx • ..- . : Community Development Director - . • ' April 8, 1996 '� ' • Page 2 1 �l`� • '�� - • / Commercial allows more retail use with higher trip generation rates than the pre - existing Commercial Professional zone. I am enclosing a copy of the traffic analysis pertaining to the proposed development under the C -P zoning to illustrate the anticipated traffic impacts. • t vS° ' t�� . I am also enclosing a copy of trip generation information from the Institute of )\ � ? ` 5 Transportation Engineers CITE"), including projections applicable to fast food restaurants. The �G k � � Applicant proposes to include a bagel shop in addition to the Boston Market. The bagel shop � 4 - would be comparable to a Dunkin Donuts which is included in the ITE's classification for "fast 0 t o �� food restaurant without drive- through window. " restaurants generate significantly Fast food restt 00 6 A O more traffic than professional offices. There will be in excess of 20 more vehicles per day as C,` Iii U tf ',A 't, a result of the bagel shop alone. This additional retail use goes beyond that allowed by the lkil 4NOir former site design review. � p d 0 Furthermore, allowance of the other retail and eating and drinking establishments, in Cd l9 addition to the Boston Market, constitutes a modification of the conditions of the design review approval limiting those kinds of uses to a maximum of 2,888. Suc a.change in the existing '( �F Ftt, er'�Ii conditions constitutes a major modification under Section 18.120.070 (B) (11) of the City Code. I p 1.1(g efo g iven the two major modifications, it is mandatory that the applicant file a new 10 ti oo application in accordance with Sections 18.120.030 to 18.120.090 for site development review it prior to any issuance of building permits. Section 18.120.070 (C). CP William D'Andrea, Assistant Planner, told us that the zone change to Neighborhood Commercial would not be effective until all appeals had been resolved and all appeal periods had run. I asked for a citation to the authority for that position. Mr. D'Andrea said he would call 0 IS me back with that information, but I have not heard from him. It was my understanding that w' 1 the Applicant has approval for the zone change and is entitled to move forward (at his own risk) »p(ftt pending the LUBA appeal, unless we seek at stay. In any event, once the zone change becomes effective, the Applicant cannot proceed with ' the more intensive development without new design review approval. TMC § 18.120.070 (C). \ � , Q, Therefore, the applicant must submit a new application in accordance with Sections 18.120.030 N4') F and 18.120.090 for site development review prior to any issuance of building permits. �' Current Violation of Existing Approval The Applicant is :urrently in violation of the existing C -P zone approval for the project under the MacKenzie /Cunningham Site Design Review 94 -0014. We respectfully request that the Director order the work stopped by written notice served upon those persons engaged in doing the work or causing the work to be done. This request is made pursuant to the provisions of Section 18.24.070 (A) of the City Code. p v.) fp,evi5eD toe. MA„`k7� .D4o Jim Hendryx • Community Development Director April 8, 1996 Page 3 A condition of the existing site design review approval for the subject property (SDR 94- 0014 MacKenzie /Cunningham) provides that: (0 eed restrictioa shall be submitted which limit the area to be used for retail sa es, convenience sales and personal services, and eating and drinking establishments to a maximum of 2,888 square feet of the gross floor area of the development complex. The C -P (Commercial Professional) zone limits these uses 14/ to 20% of the entire square footage of the development complex. [emphasis added] . The March 21, 1996 letter from William D'Andrea, Assistant Planner, indicates that th 010 Boston Market alone occupies approximately Z quare feet. This violates the 2,888 square at i a, foot limitation which was imposed as a condition of the original design review approval. r; Consequently, there is a current violation of a condition of approval and the project should be .1 l stopped pending compliance with the existing approval or formal modification and new design 4P review of the currently proposed development. Based upon the current violation and the major modification to the approved development proposal, we are e • uestin • i . t • • - a sto • . • , • ; • - • • • 11119 applicable conditions and approval criteria. Very truly yours, REEVES, KAHN & EDER Peggy Hennessy PH /ka Enclosures A_ tivikt; cc: client 2o Lieeb Res-tRicZ�r,N s vet es 4. 50 1o N5 Pis eb l cat 3 1.0t A\VD",) N.oee--Lw 5 C7. 4. k: \wp51 \document \gross.1t3 , CA A` ■SEs . DescR■etz to l $. ld{ .030CR) • ' SAO IS rEV tseb �. 7-49-7° ls rya • 4 GP. IFD / 4 IA p � ,0 - r � ���- cc,J RECEIVED NAMING REEVES, KAHN & EDER LIAR 11'99 ATTORNEYS AT LAW H. PHILIP EDER P.O. BOX 86100 l 'PEGGY HENNESSY* 4035 S.E. 52ND AVENUE • GARY K. KAHN* PORTLAND, OREGON 97286 PLEASE REPLY TO P.O. BOX J. KRISTEN PECKNOLD ( MARTIN W. REEVES* TELEPHONE (503) 777 -5473 FAX (503) 777 -8566 *Also Admitted in Washington March 8, 1996 Richard Dewersdorff Senior Planner City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Pacific Crest Comprehensive Plan Amendment 95 -0005 and Zone Change 95 -007 Mackenzie /Cunningham Site Design Review 94 -0014 Dear Mr. Dewersdorff: I represent Bill Gross with respect to his interest in the above matters. The property at issue is located at the southwest corner of the intersection of S.W. Scholls Ferry Road and S.W. North Dakota Street. The site was previously zoned as C -P, Commercial- Professional. Accordingly, the prior site design review (94 -0014) was based upon the underlying C -P zone. One of the conditions of approval provided that: 10. Deed restrictions shall be submitted which limit the area to be used for retail sales, convenience sales and personal services, and eating and drinking establishments to a maximum of 2,888 square feet of the gross floor area of the development complex. The C -P (Commercial Professional) zone limits these uses to 20% of the entire square footage of the development complex. As a result of the recent comprehensive plan amendment and zone change, amending the zoning from C -P to N -C (Neighborhood Commercial), the developer is proposing to use more than 2,888 square feet or 20% of the square footage for retail sales, convenience sales and personal services, and eating and drinking establishments. Consequently, the proposal is no longer in compliance with the conditions of design review approval. The proposed changes in use constitute a major modification to the previously approved plan. Under section 18.120.070, major modificatiops include a change that will increase vehicular traffic to and from the site by more than 20 vehicle trips per day or a modification to the conditions imposed at the time of design review. Here, the change from office use to retail and personal or food service use will increase traffic by more than 20 vehicle trips per day. In addition, the developer cannot comply with condition 10 of the original site design review • f Richard Dewersdorff Senior Planner March 8, 1996 • Page 2 approval (94- 0014). Therefore, the applicant must submit a new application in accordance with Sections 18.120.030 and 18.120.090 for site development review prior to any issuance of building permits. Because there have been major modifications to the site design, and the developer has not received site development review approval on the current proposal, the work is being done in violation of the condition of the 94 -0014 design review approval. Therefore, we respectfully request that you order the work stopped pursuant to section 18.24.070 A. Should you have any questions, please feel free to call. I look forward to receiving your response to our request for a stop work order. Very truly yours, REEVES, KAHN & EDER Peggy Hennessy PH /s cc: Client ph \gross \dwrsdrfl .Itr _.._.,:_. en A /MEI 503 228 1285 05/22/96 3:32PM Sent b MS ,mac Job 155 P =.e MACKENZIE ENGINEERING INCORPORATED (;IVI1.. • STRi1CTURAL • SURVEYING • TRANSE'0111A'1ION i;h90 S W BANCROFT ST«tt 1 • P 110X (OW -'oN'r OREGON 9 • 4503) 224 -9560 • rAX (S03) 226 128 May 22, 1996 • City of Tigard Attention: Will D'Andrea 13125 SW Hall Boulevard P.O. Box 23397 Tigard, Oregon 97223 Re: Pacific Crest Traffic Generation Comparison Project Number 294149 -- Dear Mr. D'Andrea: The Pacific Crest commercial development at the southwest corner of the Scholls Ferry/North Dakota intersection received a zone change recently from Professional Commercial (C -P) to Neighborhood Commercial (C -N). The zone change allow: certain retail tenants in the development which would not be allowed under the C -P zoning. The City of Tigard has indicated that the proposed tenants cannot generate more trips than were approved under the original design review, otherwise, a major design review revision would be required. Previous trip generation analyses were prepared by Mackenzie Engineering Incorporated for the original zone change application. The analysis estimated that more trips could be generated under the original C -P zoning than would result from the proposed tenants. . The zone change affected only 8400 s.f. of the buildings. Under the C -P zoning, up to 3100 s.f. could be used for a retail tenant, with the remaining 5300 s.f used for professional offices, public agencies, and day care, among others. It was determined that the highest use would be a mix of a convenience market and a motor vehicles office. The proposed uses for the 8400 s.f. under the existing zoning include the following: Boston Market 2970 s.f. Great Clips 825 s.f. Dry Cleaners 1210 s.f. Bagel Basket 2145 s.f. Starbucks 1265 s5 e • MSA /MEI 503 228 1285 05/22/96 3:32PM c f . y ! I Will D'Andrea Project Number 294149 May 22, 1996 Page 2 The table below presents a trip generation comparison between uses allowed under the previous C -P zoning and now proposed under the new C -N zoning. Trip generation rates were estimated utilizing the Institute of Transportation Engineers Trip Generation, Fifth Edition. Because the proposed tenants are unique and do not fit any land use code descriptions published by ITE, the best land uses were assumed to be high turnover, sit -down restaurant for Boston Market, and shopping center for the remaining tenants. Copies of the calculations are attached. Tri Generation Com• arison PM Peak Hour Zoning Uses ADT Enter Exit • Previous C -P Convenience Market 3405 149 149 DMV Office Existing C -N Proposed Tenants 2357 103 100 The trip generation comparison indicates that the proposed uses will generate less traf than would be allowed under the previous zoning. If you have any questions, please do not hesitate to call. Sincerely, • C7 � 111.5v; '� . ' Brent Ahrend - Traffic Analyst BA/kC e3 , `; Enclosure btp c: Dan Boyden - Pacific Crest Dennis Woods - Mackenzie/Saito & Associates . MSA /MEI 503 228 1285 05/22/96 3:33PM ./eta( Job 155 e ITE TRIP GENERATION RATES EXISTING ZONING - PROPOSED USES Boston Market 832 High Turn Rest. KSF 2.97 457 20 Great Clips 820 Shopping Center <600 KSF 0.825 352 15 1 D Cleaner 820 Sho • • i • Center <600 KSF t21 448 15 Subtotal 20 20 es 1 57 55 52 Bagel Basket 820 Shopping Center <600 KSF 2.145 640 28 Starbucks 820 Sho •pin . Center <600 KSF 1.265 20 su • tote 460 20 20 3.41 1100 4: 48 TOTAL ;.415 57 10 • MACKENZIEGINEERING INCORPORATED • CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 S.W. BANCROFT STREET • P0. BOX 69039 • PORTLAND. OREGON 97201.0039 • (5031 224 -9560 • FAX (503) 228 -1285 RE July 27, 1994 Z,gti99 COMMONI� OE3E1 -"ENj City of Tigard Engineering Department Attention: Michael Anderson 13125 SW Hall Boulevard Tigard, Oregon 97223 -8199 Re: Boyden Site - Scholls Ferry Road at North Dakota Traffic Impact Analysis SDR 94 -14 Project Number 294149 • Dear Michael: Mackenzie Engineering Incorporated (MEI) has completed an analysis of traffic impacts anticipated from the redevelopment of the Boyden site at the southwest quadrant of the Scholls Ferry Road and North Dakota Street intersection. The 1.3 -acre site is currently occupied by a veterinary office, three homes, and an apartment building which supports various uses. The proposed redevelopment includes a bank and a retail /office building which would include an expanded veterinary facility. Figure 1 presents the proposed site plan. EXISTING CONDITIONS MEI staff conducted PM peak period traffic counts on North Dakota Street at the intersection of Scholls Ferry Road, the McDonald's /Medical Center driveway, day care center driveways, and the existing site driveways. The counts were conducted in July 1994, and are summarized in Figure 2. The peak hour was found to be 5:00 - 6:00 pm. For retail uses, evaluation of the AM peak hour is generally not necessary since most are not open for business until mid - morning. Washington County staff provided historical traffic counts on Scholls Ferry Road which indicates that the growth rate for the last three years has been approximately 7 %. This growth rate was applied to all movements on Scholls Ferry and North Dakota Street, but not the driveways. The background growth is presented in Figure 3. Background growth rates for North Dakota Street were not available from the City of Tigard, therefore the 7% growth rate was used. F "AP0ATA \9$ -07 \9 ! \27 1 4c • • • Michael Anderson Project Number 294149 July 27, 1994 Page 2 ' • Two projects in the immediate vicinity of the site are currently under construction and have been included as in- process traffic. The projects include a 6200 s.f. bank at the northeast corner of the Scholls /North Dakota intersection, and a Jiffy Lube sharing the McDonald's /Medical Center driveway. Traffic studies were not prepared for either project, therefore estimates of the trip rates have been made similarly to those for the proposed site. Trip assignment for the in- process projects are presented in Figure 4. The base 1995 traffic volumes anticipated without development of the site are presented in Figure 5. TRIP GENERATION Trip generation estimates for the proposed uses in the site are presented in the table below for the PM peak hour. Trip rates for the bank, retail, and office /commercial were estimated . „t.\ utilizing information provided in the Institute of Transportation Engineers Trip Generation II! Manual, Fifth Edition. The bank trip rates are based upon two drive -up windows (including the ATM machine) due to poor correlation of trip rates to bank building square footage. The ITE land use and building size are listed in the table. • Trip rates are not published for veterinarian offices, therefore MEI traffic counts taken at the existing veterinary clinic driveways were used to estimate the future rates. The office size will increase from its current 2500 s.f. to 3250 s.f. to accommodate one additional veterinarian. It has been assumed that the trip rate will double with one additional veterinarian. Trip Generation Proposed Use Building Size PM Peak Hour (KSF) Enter Exit Bank - Primary 3.59 32 34 Bank - Pass by 21 23 Veterinarian 3.25 2 12 ,1 f• Retail 3.00 35 35 !.!J Office /Commercial 4.91 3 14 Total 14.75 93 118 Primary Trips 72 95 Existing Trips 8 14 New Trips. 64 81 • F. \WPDATA \94-07 \94149 \27L 1.kc • • Michael Anderson Project Number 294149 July 27, 1994 Page 3 • TRIP DISTRIBUTION AND ASSIGNMENT Trip distribution for the proposed development has been estimated based upon existing travel patterns. Figure 6 presents the trip distribution estimate for the site generated new trips. The corresponding trip assignment is presented in Figure 7A. Figure 7B presents the trip assignment for the bank pass -by trips. Pass -by trips are made by vehicles which are already on the roadways in the vicinity of the site. It has been assumed that all of the pass - by trips originate from Scholls Ferry Road in proportion to the directional volumes. The combined traffic volumes, which include existing, site generated, and background traffic are presented in Figure 8. QUEUING CALCULATION The unsignalized capacity of the site driveway under.combined traffic volumes is a level of service "C "; however, queuing of vehicles on the North Dakota approach requires an alternate method to determine on site queuing and level of service. MEI staff observed occasional queues on the North Dakota approach to Scholls Ferry Road extending beyond the proposed site driveway (approximately 200 feet), consistent with queuing calculations for the existing traffic volumes. The northbound left turn lane is the critical lane for queuing on this approach, and often impedes through or right turning vehicles. Analysis of left turn lane queuing for combined traffic volumes indicates a maximum queue length (based on a 1.5 surge factor) of approximately 260 feet, which would extend beyond the proposed site driveway. The average queue length sustained for 60 to 90 minutes of the day would extend to the site driveway. Queuing of the northbound left turn lane on North Dakota will periodically block the site driveway during the PM peak hour. The average departure rate from the site during the PM peak hour is 2 vehicles per minute, with estimated surges yielding an additional 50% periodic increase. Northbound left turn queues will drain every 2 minutes based upon the current Scholls Ferry Road signal cycle timing, resulting in onsite average queues of 3 to 4 vehicles and peak queues extending up to 5 vehicles. North Dakota Street is 40 feet wide at the McDonald's /Medical Center driveway, and is currently striped for only two lanes. If a continuous left turn lane is provided, approximately 160 feet will be available between the site driveway and the McDonald's /Medical Center driveway. Queuing requirements for left turns into each driveway are for one vehicle, based upon a 95th percentile probability. • F:` WPDATA \94 -07 \9 • 27L1.kc • i Michael Anderson Project Number 294149 July 27, 1994 • Page 4 CONCLUSIONS AND RECOMMENDATIONS Development of the proposed 1.3 -acre site can be accommodated by the existing road system; however, vehicles exiting the site to the north will experience delay due to queuing in the left turn lane on North Dakota Street at Scholls Ferry Road. The site driveway queuing is expected to average 3 or 4 vehicles during the peak weekday PM design hour. Once the left turn queue clears, exiting vehicles will be afforded adequate opportunity to turn left onto North Dakota. A continuous left turn lane should be provided between the site driveway and the McDonald's /Medical Center driveway, with parking not allowed on North Dakota. The turn lane will reduce impedance to vehicles traveling along North Dakota and provide additional left turn storage at the Scholls Ferry signal during the PM peak hour. This will alleviate the current occasional blockage of northbound through and right turn vehicles caused by northbound left turn queuing. • If you have any questions, please call me or Don Odermott at 224 -9560. Sincerely, G I if l 14'4' Brent Ahrend `- J Traffic Analyst =► , ;r OftiGal /BA/kc v 25. ` nom ~ ' p I l/3 4- 0 P. DQ Enclosures 00C \ cc: Dennis Woods - Mackenzie /Saito & Associates • F \WPDATA\ 94-07\94149\ 27L1.kc . I — • . . . . . . . - . 1 i .. . . • . .. . . . . . , . •••• ..- . .....,, .....,....,....... .. . ....--, - VA S.W. NORTH DAKOTA ST .......................,........._.............•-- ._.... ......... .2............ VI) _........-. _r-7-----.7 ...,..,..... • • C:NG ... 0330 111793 11/103 3 .10.0 .00 5 IP i ' D /---- i, . ....._ -- 1 't II i.. ...._____. , a ... \ I KY _.. ,..., . . 1 , :. I CI . ...1 ) c • ti. i It i l . t. 1 E 19 1 ? 1 r_ \ i 1 - ..571;11 - 7.6=5 I -- 1 ".6 - . i i - - - k. .9 -.z• IA qt C DI • tr-- . 1 ..... 47 --- \ , \ t e \ ... _ __.... N, C C O el I II . 1 i il 1 1 1 kt 1 T. \ 0 : \ r t k... I 0 IT I . i I— T 01,, i \ \ — . 0 _ i .. • • 1 IA . _n 1 \ \ \ _ ___37.-5-_-- 1 ...__ ti. 14 \\ Y \ \ NO A—.9121 iti o .10 IT .0—.0c k ii. illi Ili on \ \ ‘ \ I 1 1 \ \ "t : 1 I ■ I !. 1 I III )0YR 3 mom \ \ \ -, t , 6 a ____) _) ______) ...„-. : c 35 (Ak , s \ \ . \ \ k 1 : I. ■ MP' (OEM wero wear IA .ap,oLoo rt . ' 1. ‘ 1 \ 1 , N . •'. _ T. q ' ..ti..W N�a �:1lw�ar•;r.•:✓n _ . 1T . - R.•. .rV:tiO • w 1 - w - ' i.. � it r�- 5'�S•tjC':y�..a.- •aD7 -T�µ" i. ^ - :.ti ^u: -_ - . ?. 5 ..- .4._Z�n �...YS ._:Y _ wow 1:C.'.O.� -1K �l��S`i•M>.. • <_•^L::. :;�:' , �.��:1�.'_ F. '.:�•G,cHb.•r+:�•;t:K:r2�-c '- :,- s- •.Yr+•�nij'- f''�,`�;�'• -� <:5v.a:.'v,•��t'keF� �v.....,k.�_ ' I•y }y - 1F� c a• f�: : tv t t�2.�0..- xvGjtli.ns��.ti3 .} :3�,'. ^-.t ti. [� fi. �x.5� - 2s "— ^�_sra;!•t+ c•:. ..1 ..: • Yi - r.'_��T �++i '^ � "�Sa'i:�!� Ll.., tv VS rF „_ ., • S�._.CP ,. i':•:• . • RE EE KAHN & EDER. ,; ' - �- _,r. -_ARE .�APR1�p - '�. -•'ATTORNE S ;AT LA ` _- � �. 995 .�iT:"/Y'•j• "�41 Ye ._.. ... ..- �.L�.- •.. y,w�r••.wwGi f15'i.Aa.e'L l'�!/:PPw � • l•i:ow.•..... H. PHILIP EDER' -- 4ai:e, z =• asp o -.... - - _„- P.O. BOX 86100 _ .. _...:. u: �i.:e•nua n ` �"n•' r.:.•�` .7.'r 1i..._ ••.•.i L'- 16iK.Ml "vow •• 1� . PEGGY HENNESSY• =r -' 4035 S.E. 52ND AVENUE : •. _ :: `" -: . • GARY K. • = : =• PORTLAND, OREGON 97286 - - •••- PLEASE REPLY _ TO P.O. BOX KAHN : � • •...•._ —. . J. KRISTEN PECIOVOLD •......... :.....: _ MARTIN W: R ES EEV•-:-• : - : . : TELEPHONE (503) FAX (503) 777 -8566 •Also A4imed b risithIgu . _ April 8, 1996 • Jim Hendryx Community Development Director City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 • Re: Pacific Crest Comprehensive Plan Amendment 95 -0005 and Zone Change 95 -007 f Mackenzie /Cunningham Site Design Review 94 -0014 • Dear Mr. Hendryx: I represent Bill Gross with respect to his interest in the above matters. We are filing this written complaint, in accordance with Section 18.24.040 (A), regarding code violations at the Pacific Crest Development. The property at issue is located at the southwest corner of the intersection of S.W. Scholls Ferry Road and S.W. North Dakota Street. The site was previously zoned as C -P, Commercial - Professional. Accordingly, the prior site design review (SDR 94- 0014 MacKenzie /Cunningham) was based upon the underlying C -P zone. Therefore, any chance in use under the new neighborhood commercial zoning will constitute a major modification and the a..licant must go through a new desi • n review a • • • • • - The plan amendment and zone change from C -P to C -N constitutes a significant change in the allowable uses for the property. For example, under the C -P zone, a maximum total of 20% of the site may be used for convenience sales, personal services, eating and drinking establishments, and general retail sales. whereas the C -N zone allows some of these uses outright and some of them conditionally up to 100% of the site. The zone change allows major modifications to •e ade to the develo.ment •ro•osal that was befo - • - •. 1- • •• - • e 1994 site design review. TeTem rmt G use,S oN )Y Requirement for New Design Review Approval Tigard Municipal Code, § 18.120.070 provides that the Director shall determine that a major modification will result if there is an increase in vehicular traffic to and from the site and the increase can be expected to exceed 20 vehicles per day'. The zone change to Neighborhood Jim Hendryx .. Community Development Director • ,, ' ,... , • April 8, 1996 • • .. . • • !: , Page 2 011 / "- Commercial allows more retail use with higher trip generation rates than the pre - existing Commercial Professional zone. I am enclosing a copy of the traffic analysis pertaining to the proposed development under the C -P zoning to illustrate the anticipated traffic impacts. ri ,�ft. I am also enclosing a copy of trip generation information from the Institute of '1/4? %.54 Transportation Engineers CITE"), including projections applicable to fast food restaurants. The A,'1' Applicant proposes to include a bagel shop in addition to the Boston Market. The bagel shop 1 k( would be comparable to a Dunkin Donuts which is included in the ITE's classification for "fast ���,1 food restaurant without drive- through window." Fast food restaurants generate significantly . / . AO more traffic than professional offices. There will be in excess of 20 more vehicles per day as �' nQ f / a result of the bagel shop alone. This additional retail use goes beyond that allowed by the , 1 former site design review. 14. g,tQ ��ot' 0 Furthermore, allowance of the other retail and eating and drinking establishments, in C t4d addition to the Boston Market, constitutes a modification of the conditions of the design review .18E D approval limiting those kinds of uses to a maximum of 2,888. Such a change in the existing '( F0 4, conditions constitutes a major modification under Section 18.120.070 (B) (11) of the City Code. g1ik o 1. (� Therefore, given the two major modifications, it is mandatory that the applicant file a new (E.1i CI application in accordance with Sections 18.120.030 to 18.120.090 for site development review 11 prior. to any issuance of building permits. Section 18.120.070 (C). C A S William D'Andrea, Assistant Planner, told us that the zone change to Neighborhood c ) Commercial would not be effective until all appeals had been resolved and all appeal periods had run. I asked for a citation to the authority for that position. Mr. D'Andrea said he would call 0 15 me back with that information, but I have not heard from him. It was my understanding that \JN' 1 the Applicant has approval for the zone change and is entitled to move forward (at his own risk) 0E0 pending the LUBA appeal, unless we seek at stay. In any event, once the zone change becomes effective, the Applicant cannot proceed with the more intensive development without new design review approval. TMC § 18.120.070 (C). \� Therefore, the applicant must submit a new application in accordance with Sections 18.120.030 r ` and 18.120.090 for site development review prior to any issuance of building permits. J . Current Violation of Existing Approval The Applicant is gently in violation of the existing C -P zone approval for the project under the MacKenzie /Cunningham Site Design Review 94 -0014. We respectfully request that the Director order the work stopped by written notice served upon those persons engaged in doing the work or causing the work to be done. This request is made pursuant to the provisions of Section 18.24.070 (A) of the City Code. NO T I.) pew eoDe • M 1 Pt, .0(10 ° r • • ... Jim Hendryx - _ Community Development Director April 8, 1996 Page 3 A condition of the existing site design review approval for the subject property (SDR 94- 0014 MacKenzie /Cunningham) provides that: • . . 10. Deed restrictions shall be submitted which limit the area to be used for retail sales, convenience sales and personal services, and eating and drinking establishments to a maximum of 2,888 square feet of the gross floor area of the development complex. The C -P (Commercial Professional) zone limits these uses ny• to 20% of the entire square footage of the development complex. [emphasis ,l A added] . •Re 46 i5 The March 21, 1996 letter from William D'Andrea, Assistant Planner, indicates that theZ0 Boston Market alone occupies approximately 2,970 square feet. This violates the 2,888 square _ a' foot limitation which was imposed as a condition of the original design review approval. P 0 0 Consequently, there is a current violation of a condition of approval and the project should be 15 12 f/+'"'. stopped pending compliance with the existing approval or formal modification and new design 2 review of the currently proposed development. Based upon the current violation and the major modification to the approved development proposal, we are e • uestin' _ 1 • t • • - a sto • . • , • • - 1 .1 1 ,a • u • • • s - • • s . applicable conditions and approval criteria. Very truly yours, REEVES, KAHN & EDER Peggy Hennessy PH /ka \O Enclosures cc: client � 20� DEEta Res- Rtc.:ttoN S • 50 to ,35 Pt L ryt 3 *at 4\Y04) t•Nct� -4+ 41, 50145 Co Cam. k: \wp5 I \document \gross.1t3 vSEs. 'C25cRkbe.0 to k ld{ .0300 (. . 'WA PS is tt'J D 2c7o z,g ?° ra . ; • • MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 S.W. BANCROFT STREET • PO BOX 69039 PORTLAND. OREGON 97201-0039 • (503) 224-9560 • FAX (503) 228 -1285 RE CEIVED July 27, 1994 , � u � 2 , 81994 C01000 oeit ti°I City of Tigard Engineering Department Attention: Michael Anderson 13125 SW Hall Boulevard Tigard, Oregon 97223 -8199 Re: Boyden Site - Scholls Ferry Road at North Dakota Traffic Impact Analysis SDR 94 -14 Project Number 294149 Dear Michael: Mackenzie Engineering Incorporated (MEI) has completed an analysis of traffic impacts anticipated from the redevelopment of the Boyden site at the southwest quadrant of the Scholls Ferry Road and North Dakota Street intersection. The 1.3 -acre site is currently occupied by a veterinary office, three homes, and an apartment building which supports various uses. The proposed redevelopment includes a bank and a retail /office building which would include an expanded veterinary facility. Figure 1 presents the proposed site plan. EXISTING CONDITIONS MEI staff conducted PM peak period traffic counts on North Dakota Street at the intersection of Scholls Ferry Road, the McDonald's /Medical Center driveway, day care center driveways, and the existing site driveways. The counts were conducted in July 1994, and are summarized in Figure 2. The peak hour was found to be 5:00 - 6:00 pm. For retail uses, evaluation of the AM peak hour is generally not necessary since most are not open for business until mid - morning. Washington County staff provided historical traffic counts on Scholls Ferry Road which indicates that the growth rate for the last three years has been approximately 7 %. This growth rate was applied to all movements on Scholls Ferry and North Dakota Street, but not the driveways. The background growth is presented in Figure 3. Background growth rates for North Dakota Street were not available from the City of Tigard, therefore the 7% growth rate was used. F: \ W PDATA \94 -07 \94149 \27L 1. kc • • Michael Anderson Project Number 294149 July 27, 1994 • • Page 2 Two projects in the immediate vicinity of the site are currently under construction and have been included as in- process traffic. The projects include a 6200 s.f. bank at the northeast corner of the Scholls /North Dakota intersection, and a Jiffy Lube sharing the McDonald's /Medical Center driveway. Traffic studies were not prepared for either project, therefore estimates of the trip rates have been made similarly to those for the proposed site. Trip assignment for the in- process projects are presented in Figure 4. The base 1995 traffic volumes anticipated without development of the site are presented in Figure 5. TRIP GENERATION • Trip generation estimates for the proposed uses in the site are presented in the table below for the PM peak hour. Trip rates for the bank, retail, and office /commercial were estimated utilizing information provided in the Institute of Transportation Engineers Trip Generation Manual, Fifth Edition. The bank trip rates are based upon two drive -up windows (including the ATM machine) due to poor correlation of trip rates to bank building square footage. The ITE land use and building size are listed in the table. Trip rates are not published for veterinarian offices, therefore MEI traffic counts taken at the existing veterinary clinic driveways were used to estimate the future rates. The office size will increase from its current 2500 s.f. to 3250 s.f. to accommodate one additional veterinarian. It has been assumed that the trip rate will double with one additional veterinarian. Trip Generation Proposed Use Building Size PM Peak Hour (KSF) Enter Exit Bank - Primary 3.59 32 34 Bank - Pass by 21 23 Veterinarian 3.25 2 12 Retail 3.00 35 35 Office /Commercial 4.91 3 14 Total 14.75 93 118 • Primary Trips 72 95 Existing Trips 8 14 New Trips 64 81 F: \WPDATA \94 -07 \94149 \27L1.kc • • Michael Anderson Project Number 294149 July 27, 1994 Page 3 TRIP DISTRIBUTION AND ASSIGNMENT Trip distribution for the proposed development has been estimated based upon existing travel patterns. Figure 6 presents the trip distribution estimate for the site generated new trips. The corresponding trip assignment is presented in Figure 7A. Figure 7B presents the trip assignment for the bank pass -by trips. Pass -by trips are made by vehicles which are already on the roadways in the vicinity of the site. It has been assumed that all of the pass - by trips originate from Scholls Ferry Road in proportion to the directional volumes. The combined traffic volumes, which include existing, site generated, and background traffic are presented in Figure 8. QUEUING CALCULATION The unsignalized capacity of the site driveway under combined traffic volumes is a level of service "0 "; however, queuing of vehicles on the North Dakota approach requires an alternate method to determine on site queuing and level of service. MEI staff observed occasional queues on the North Dakota approach to Scholls Ferry Road extending beyond the proposed site driveway (approximately 200 feet), consistent with queuing calculations for the existing traffic volumes. The northbound left turn lane is the critical lane for queuing on this approach, and often impedes through or right turning vehicles. Analysis of left turn lane queuing for combined traffic volumes indicates a maximum queue length (based on a 1.5 surge factor) of approximately 260 feet, which would extend beyond the proposed site driveway. The average queue length sustained for 60 to 90 minutes of the day would extend to the site driveway. Queuing of the northbound left turn lane on North Dakota will periodically block the site driveway during the PM peak hour. The average departure rate from the site during the PM peak hour is 2 vehicles per minute, with estimated surges yielding an additional 50% periodic increase. Northbound left turn queues will drain every 2 minutes based upon the current Scholls Ferry Road signal cycle timing, resulting in onsite average queues of 3 to 4 vehicles and peak queues extending up to 5 vehicles. North Dakota Street is 40 feet wide at the McDonald's /Medical Center driveway, and is currently striped for only two lanes. If a continuous left turn lane is provided, approximately 160 feet will be available between the site driveway and the McDonald's /Medical Center driveway: Queuing requirements for left turns into each driveway are for one vehicle, based upon a 95th percentile probability. • F: \WPDATA \94 -07 \94149 \27L1.kc ` • • • Michael Anderson Project Number 294149 July 27, 1994 • Page 4 CONCLUSIONS AND RECOMMENDATIONS Development of the proposed 1.3 -acre site can be accommodated by the existing road system; however, vehicles exiting the site to the north will experience delay due to queuing in the left turn lane on North Dakota Street at Scholls Ferry Road. The site driveway queuing is expected to average 3 or 4 vehicles during the peak weekday PM design hour. Once the left turn queue clears, exiting vehicles will be afforded adequate opportunity to turn left onto North Dakota. A continuous left turn lane should be provided between the site driveway and the McDonald's /Medical Center driveway, with parking not allowed on North Dakota. The turn lane will reduce impedance to vehicles traveling along North Dakota and provide additional left turn storage at the Scholls Ferry signal during the PM peak hour. This will alleviate the current occasional blockage of northbound through and right turn vehicles caused by northbound left turn queuing. If you have any questions, please call me or Don Odermott at 224 -9560. Sincerely, Brent Ahrend 1 1 , r � , Traffic Analyst I r a c oReooiv /BA/kc ap ✓�' Y z5 . ` ` <` QZp 123 I J 4- Enclosures � P. Ot!L �"�'� cc: Dennis Woods - Mackenzie /Saito & Associates • F \ W P D AT A\ 94 -07 \ 94149 \ 27 L 1. k c ,...., ,. , . . . .. . .... . . ..... . .. . . .. ,. i 1 f4i: --In - „, .... \ ,„„,..„...- ,..,,...-- „..----- S.W. NORTH DAKOTA ST ......... , kli ..—••• \ C)Z ._.......•••••, • --- - 1? (�3a Irma woos 3 .09/3-00 S i t , '-. — ---%. 1 I 1 1 L a C #111A Li___ ...... _ mar \ k \ \\) -tni‘ . \ c6 5 \ 1 1 t A t• 1 ..... g . :: Jy..:--- 1 _ ( Y k E I? t .6, ) • • C .. ....\ 11 : 1,0—.91 t „0—.■Z I ..O ., .. ilc 1 x-ac . V — 3 1 :51 4 ■ d rel- • a • t. . 0 t . 1 : \ 2 •_0 ____-- 25.-cr -..° 0 . \ 3'4- a ( • , ,t ,,, , r,. . t r tl s i . : . \ \\ 6 \ \ umdl s I 1 • \ \\ ‘ 1 ..._ ! I Ip .■•• 1 .o•-•.oc • • 1 ' t '-,, 1 1 I It' 1 1 I'? 1 1 ii. 1 \ \ \ i 1 %, k , k ; 1 N311/ 3 mom 5,,,, ‘ H , , , , „ _) —) ‘ . ; , s , , • . , .. b ( () • \ .i, k s \ ! •,. • --) 2_ ‘ \ \ k i ono crew Ma A N Jat.01- • ‘ \ \ .1 ■ i N h • k k k \ k 1 • • • • A Scholls Ferry • 1 0 -- . 1 600 A &ks) Site B cc Driveway �L 0 • cts o ° ri (S McDonald 's z C 1 c N r Fl •u Z • G x ; s� 1AP T a. f rC - BY S I rl � ! T M TL'4k Il Ocflr DATE Tu I y ( ��`'t' - MACKENZIE ENGINEERING INCORPORATED 306 NO. Z °` 9 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BA.NCROF II STREET • P.C. BOX 69039 _ PORTLAND, OREGON 97201-0039 • (503) 22 • FAX (503) 229 -1295 MACxENZIE ENGINEER ® 1997 All RIG RESERVED ING INCORPORATED . • • A Scholls Ferry oo 7 I .0--I 5 �.� j �r6 A M — Site B Driveway • crs cts - B N 0 McDonald s 0 C t f • FI Gu 3 8ck3vc Ac (va TTY L B ST►'1 Yea+ - @ -7% DATE 07 994 — MACKENZIE ENGINEERING INCORPORATED J08 N0. CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. 50X 69C39 PORTLAND. OREGON 97201 -0039 • (503) 224-9560 • FAX (503) 225.1255 MA ENGINEERING INCORPORATED ® 1997 ALL RIGWTS RESERVED • • • • A Scholls Ferry MC (� z `" 34 (12) —♦• •--- (Zo) 3 3ti t A on O V■ Site B "- Driveway CCS 0 crS N ao McDonald 's 0 C 2— P z • C O3 NI • P I GURE q- �v�— �vocex TV - - c, BY BTA DATE 7;41Y 994 - MACKENZIE ENGINEERING INCORPORATED JOB NO 2.9419 1 CNiL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANC =O=T STREET • P.O. EOX 69039 PORTLAND, OREGON 97201-0039 • (503) 224-9560 • FAX (503) 228.1285 MACIE ERIN .NCORPORATED ® 1997 ALL RENZ RIGNTS ENGIN RE ESEP /ED I • • • • • • A Scholls Ferry •DtA rl .� 1.11 - a� J• - 203 1073 -► .0-1756 i A k:F : Site ° Driveway 14. -v 0 t — B ° O N 0 " McDonald 's z C t o N FIGURE 5 995 e, rat& BY BTH DATE 74 (q94 - - MACKENZIE ENGINEERING INCORPORATED JOB NO' 29411+7 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW. BANCROFT STREET • P.O. BOX 69039 PORTLAND. LAND. OREGON 97201-0039 i 201.0039 • • (503) 224 -9560 • • FAX (503) 225-1295 MACKENZIE ENGINEERING INCORPORATED - - ® 1997 ALL RIG RESE • • • • A Scholls Ferry • a N 35 ti t � ,� 30 A MN MO Site B c Driveway 85 15 t - B '� 0 • trI c McDonald 's z C T p o Fl GU2E 6 Trp bui - (0A ( New T< <ps) BY (3T4 DATE .3- ly, I 1 11 1 - MACKENZIE ENGINEERING INCORPORATED JOB NO. Z 1 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW. BANCROF i STREET • P.O. BOX 69039 ... PORTLAND. OREGON 97201 -0039 • (503) 224-9560 • FAX (503) 228-1255 NAC ENZR ENGINESERVEO CORPORATED • • • A Scholls Ferry z2 A NN Site B Driveway gy -v 1 2 t «S 0 " McDonald's C O F1 G-UR& 7 Tip r1ss/3vsMeaf ( �e� Tips) BY (3T4 I DATE 7u ly ( c194 -- - MACKENZIE ENGINEERING INCORPORATED JOB NO. 2.941 1 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW. E.ANCROFT STREET • P.O. EOX 69039 PORTLAND. OREGON 97201 -0039 • (503) 22 =-9560 • FAX (503) 225-1295 MACKENZIE ENGINEERING INCORPORATED ® 1993 ALL RIGHTS RESERVED • • • A Scholls Ferry A Site B • Driveway 23 . \ t 0 B McDonald 's o c tt • z c FIGURE 7 Trp Pss Jvi)Mex+" Pass- 6y T�; o s ) BY BTA DATE V) • 1194 — — MACKENZIE ENGINEERING INCORPORATED JOB NO Z CIVIL • ST RUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 ® MAC ENZRGEE 411 • A Scholls Ferry • 45� `` Zo3 1065 .0--11 113 --14. t� flZb A N NE Site B • Driveway lob —' IZ B t CZ 0 • • -c McDonald 's z c t r� r8 c FIGuKE 8 Cowbrned �Y0.TCiL, BY 13 • • DATE U (114 - - MACKENZIE ENGINEERING INCORPORATED JOB NO. 2:94147 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW. SANCRO I STREET • P.O. BOX 69039 PORTLAND. OREGON 97201 -0039 • (503) 224-9560 • FAX (503) 228 -1285 ® ACKAENN I E ENG RESERVED CORPORATEO li t REEVES, KAHN & EDER RECD APR 10 1995 ATTORNEYS AT LAW H. PHILIP EDER P.O. BOX 86100 PEGGY HENNESSY* 4035 S.E. 52ND AVENUE GARY K. KAHN* PORTLAND, OREGON 97286 PLEASE REPLY TO P.O. BOX J. KRISTEN PECKNOLD MARTIN W. REEVES* TELEPHONE (503) 777 -5473 FAX (503) 777 -8566 *Also Admitted in Washington April 8, 1996 Jim Hendryx Community Development Director City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Pacific Crest Comprehensive Plan Amendment 95 -0005 and Zone Change 95 -007 Mackenzie /Cunningham Site Design Review 94 -0014 Dear Mr. Hendryx: I represent Bill Gross with respect to his interest in the above matters. We are filing this written complaint, in accordance with Section 18.24.040 (A), regarding code violations at the Pacific Crest Development. The property at issue is located at the southwest corner of the intersection of S.W. Scholls Ferry Road and S.W. North Dakota Street. The site was previously zoned as C -P, Commercial- Professional. Accordingly, the prior site design review (SDR 94- 0014 MacKenzie /Cunningham) was based upon the underlying C -P zone. Therefore, any change in use under the new neighborhood commercial zoning will constitute a major modification and the applicant must go through a new design review approval process. The plan amendment and zone change from C -P to C -N constitutes a significant change in the allowable uses for the property. For example, under the C -P zone, a maximum total of 20% of the site may be used for convenience sales, personal services, eating and drinking establishments, and general retail sales, whereas the C -N zone allows some of these uses outright and some of them conditionally up to 100% of the site. The zone change allows major modifications to be made to the development proposal that was before the City at the time of the 1994 site design review. Requirement for New Design Review Approval Tigard Municipal Code, § 18.120.070 provides that the Director shall determine that a major modification will result if there is an increase in vehicular traffic to and from the site and the increase can be expected to exceed 20 vehicles per day. The zone change to Neighborhood • • Jim Hendryx Community Development Director April 8, 1996 Page 2 Commercial allows more retail use with higher trip generation rates than the pre- existing Commercial Professional zone. I am enclosing a copy of the traffic analysis pertaining to the proposed development under the C -P zoning to illustrate the anticipated traffic impacts. I am also enclosing a copy of trip generation information from the Institute of Transportation Engineers ("ITE "), including projections applicable to fast food restaurants. The Applicant proposes to include a bagel shop in addition to the Boston Market. The bagel shop would be comparable to a Dunkin Donuts which is included in the ITE's classification for "fast food restaurant without drive - through window." Fast food restaurants generate significantly more traffic than professional offices. There will be in excess of 20 more vehicles per day as a result of the bagel shop alone. This additional retail use goes beyond that allowed by the former site design review. Furthermore, allowance of the other retail and eating and drinking establishments, in addition to the Boston Market, constitutes a modification of the conditions of the design review approval limiting those kinds of uses to a maximum of 2,888. Such a change in the existing conditions constitutes a major modification under Section 18.120.070 (B) (11) of the City Code. Therefore, given the two major modifications, it is mandatory that the applicant file a new application in accordance with Sections 18.120.030 to 18.120.090 for site development review prior to any issuance of building permits. Section 18.120.070 (C). William D'Andrea, Assistant Planner, told us that the zone change to Neighborhood Commercial would not be effective until all appeals had been resolved and all appeal periods had run. I asked for a citation to the authority for that position. Mr. D'Andrea said he would call me back with that information, but I have not heard from him. It was my understanding that the Applicant has approval for the zone change and is entitled to move forward (at his own risk) pending the LUBA appeal, unless we seek at stay. • In any event, once the zone change becomes effective, the Applicant cannot proceed with the more intensive development without new design review approval. TMC § 18.120.070 (C). Therefore, the applicant must submit a new application in accordance with Sections 18.120.030 and 18.120.090 for site development review prior to any issuance of building permits. Current Violation of Existing Approval The Applicant is currently in violation of the existing C -P zone approval for the project under the MacKenzie /Cunningham Site Design Review 94 -0014. We respectfully request that the Director order the work stopped by written notice served upon those persons engaged in doing the work or causing the work to be done. This request is made pursuant to the provisions of Section 18.24.070 (A) of the City Code. Jim Hendryx Community Development Director April 8, 1996 Page 3 A condition of the existing site design review approval for the subject property (SDR 94- 0014 MacKenzie /Cunningham) provides that: 10. Deed restrictions shall be submitted which limit the area to be used for retail sales, convenience sales and personal services, and eating and drinking establishments to a maximum of 2,888 square feet of the gross floor area of the development complex. The C -P (Commercial Professional) zone limits these uses to 20% of the entire square footage of the development complex. [emphasis added] . The March 21, 1996 letter from William D'Andrea, Assistant Planner, indicates that the Boston Market alone occupies approximately 2,970 square feet. This violates the 2,888 square foot limitation which was imposed as a condition of the original design review approval. Consequently, there is a current violation of a condition of approval and the project should be stopped pending compliance with the existing approval or formal modification and new design review of the currently proposed development. Based upon the current violation and the major modification to the approved development proposal, we are requesting that you issue a stop work order pending compliance with all applicable conditions and approval criteria. Very truly yours, REEVES, KAHN & EDER 4 /47 ssy Peggy Hennessy PH /ka Enclosures cc: client k: \wp51 \document \gross.It3 111 • PACIFIC CREST TRAFFIC AHRLYSIS EXISTING URCANT SPACE RUERRGE UEHICLES PER DRY LRND USE ITE UKDY SRT SUN GFR UKDY UKDY CODE RUR RUR RUR KSF RUT RU SDR 94 -0014 GENERRL 710 24.60 n/a n/a 4.91 121 60 OFFICE-10K SHOPPING 820 167.59 215.39 n/a 3.00 503 251 CENTER -10K TOTRL 7.91 624 31Z CPR 95 -0002 DPIU 731 166.02 9.46 6.74 5.60 930 165 OFFICE C -HRRT 851 737.99 863.10 758.45 2.80 2,066 1 , 033 OPEN 24 -HR TOTAL 8.40 2,996 1,498 GENERRL 710 24.60 n/a n/a 5.60 138 69 OFFICE-10K C -PIRRT 851 737.99 863.10 758.45 2.80 2,066 1 , 033 OPEN 24 -HR TOTRL 8.40 2,204 1,102 GENERRL 710 24.60 n/a n/a 5.60 138 69 OFFICE -10K FAST FOOD 833 786.22 822.89 693.25 2.80 2,201 1 ,101 TOTRL 8.40 2,339 1,170 ITE= Institute of Transportation Engineers RUR= Ruerage Uehicle Rate= Trip Ends per KSF of GFR KSF= 1,000 S . F . GFA= Gross Floor Area RUT= Ruerage Uehicle Trips= Daily Trip Ends RU= Ruerage Uehicles= Daily Uehicles • • r 1 1 f . Land Use: 710 General Office Building Description A general office building houses multiple tenants; it is a location where affairs of businesses, commercial or industrial organizations, or professional persons or firms are conducted. An office building or buildings may contain a mixture of tenants including professional services, insurance companies, investment brokers, and tenant services such as a bank or savings and loan, a restaurant or cafeteria, and service retail facilities. Nearly all of the buildings surveyed were in suburban locations. Related land uses include Corporate Headquarters (Land Use 714), Single Tenant Office Building (Land Use 715), and Office Park (Land Use 750). If information is known about individual buildings, it is suggested that the general office building category be used rather than office parks when estimating trip generation for one or more office buildings in a single development. The office park category is more general in nature, and should be used when a breakdown of individual or different uses is not known. If the general office building category is used, and if additional buildings, such as banks, restaurants, or retail stores are included in the development, then the development should be treated as a multi -use project. On the other hand, if the office park category is used, internal trip making is already reflected in the data and does not need to be considered. • When the buildings are interrelated (defined by shared parking facilities or the ability to easily walk between buildings) or house one tenant, it is suggested that the total area or employment of all the buildings be used for calculating the trip generation. It is further suggested that area or employment of each individual building in a single project be used when the individual buildings are isolated and not related to one another. Additional Data Average weekday transit trip ends: Transit service at a majority of the sites surveyed was either non - existent or negligible. Information on person trip ends is not available. Y Information on truck trips is not available. Vehicle occupancy: 1.2 persons per automobile. Varies by quantity and cost of parking, location of office, • and region. Peak hours of the generator: Weekdays - Typically the same as the A.M. and P.M. peak hours of the adjacent street traffic. In some regions peaking may occur earlier or later and last somewhat longer than the 7:00 to 9:00 A.M. and 4:00 to 6:00 P.M. time frames. Trip Generation, January 1991 939 Institute of Transportation Engineers • • • ! • 1 Table 4: General Office Building Trip Generation Vehicle Trip Ends (Two -Way Volume) Per 1,000 Square Feet Gross Floor Area Derived From Trip Generation Equations 1,000 Square Feet Average Weekday A.M. Peak Hour P.M. Peak Hour Gross Floor Area Vehicle Trip Ends (1 Hour Between (1 Hour Between 7 and 9 A.M.) 4 and 6 P.M.) Rate Volume Rate Volume Rate Volume 10 24.60 _ 246 3.20 32 3.40 34 25 19.72 493 2.60 65 2.68 67 50 16.58 829 2.22 111 2.24 112 100 14.03 ` 1403 1.90 190 1.87 187 200 11.85 2369 1.64 327 1.56 311 300 10.77 3230 1.50 450 1.40 420 400 9.96 3984 1.40 561 1.30 519 500 9.45 4723 1.33 665 1.22 608 600 9.05 5432 1.29 773 1.17 700 700 8.75 6125 1.24 871 1.12 781 800 or more 8.46 1.20 1.08 Source Numbers 2, 5, 20, 21, 51, 53, 54, 72, 88, 89, 92, 95, 98, 100, 159, 161, 172, 175, 178, 183, 184, 185, 189, 193, 207, 212, 217, 247, 253, 257, 260, 262, 279, 295, 297, 298, 300, 301, 302, 303, 304, 321, 322, 323, 324, 327 • Trip Generation, January 1991 942 Institute of Transportation Engineers D • • r State Motor Vehicles Department (731) r Average Vehicle. Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday r Number of Studies: 8 Average 1000 Sq. Feet GFA: 10 Directional Distribution: 50% entering, 50% exiting 1 Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 166.02 : 113.23 - 272.17 49.39 Data Plot and Equation J 3,000 _ to c W 2,000 _ x • •c x w x TI L X X- x N N Q 1,000 _ , , II , F- X 0 r 1 1 1 1 1 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 . X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: T = [(0.00363/X) + 0.00021] R2 = 0.78 l Trip Generation, January 1991 1006 Institute of Transportation Engineers — • • 1 Land Use: 820 Shopping Center Description A shopping center is an integrated group of commercial establishments which is planned, developed, owned and managed as a unit. Its composition is related to its market area in terms of size, location, and type of store. Shopping centers provide on -site parking facilities. Studies of over 600 shopping centers were obtained for this analysis and included centers as small as 6,900 to as large as 2.2 million square feet gross leasable area. The centers studied are located in suburban areas throughout the United States, and therefore reflect average conditions anywhere within the United States. Some of the centers included non - merchandising uses such as office buildings, movie theaters, post offices, banks, health clubs, and recreational facilities such as ice skating rinks or indoor miniature golf courses. Many shopping centers, in addition to the integrated unit of shops in one building or enclosed around a mall, include outparcels (peripheral buildings or pads located on the perimeter of the center adjacent to the streets and major access points). These buildings are generally drive -in banks, restaurants, or small offices. The data herein do not indicate which centers included peripheral buildings. In general, it can be assumed that the data do reflect the effect of the peripheral buildings. However, it is suggested when estimating driveway volumes for a shopping center for the purpose of designing the access that a conservative approach be taken. First, calculate the trips generated by the peripheral buildings as part of the shopping center (using the shopping center trip generation statistics) and as a multi -use development (using the peripheral land uses trip generation statistics). Then use the higher of the two estimates. The vehicle trips generated at a shopping center are based upon the gross leasable area (GLA) of the center. In cases of smaller centers without an enclosed mall or peripheral buildings, the gross leasable area could be the same as the gross floor area of the building. The shopping center data generally indicate that the rate of tripmaking decreases as the size of the center increases. The most accurate method to estimate the driveway volumes at a shopping center for the non - Christmas season is to utilize regression equations for the desired day and time period, and then apply the directional distribution percentages to determine the entering and exiting volumes. The use of rates appears to be more accurate for centers exceeding 400,000 square feet GLA for the Christmas season. Separate equations have been developed for shopping centers less than and greater than 570,000 or 600,000 square feet gross leasable area (depending on the time period of the trip) for the entire year excluding the Christmas shopping season. This methodology eliminates the need to categorize the center as a neighborhood, community, or regional shopping center, or by different ITE land use codes other than 820. The following figures graphically illustrate the regression equations and actual measured trips as related to gross leasable area. Table 1 provides an approximation of the trip rates as derived from these equations for different shopping centers for average weekday and Saturday conditions. Trip Generation, January 1991 1230 Institute of Transportation Engineers • p tl .. !P'. A. c 'l15{. •nip' ..J"' f: .v.; v' . n - .R r: _ -.; :Y .. . .- _ ..v. , ..'.^`'!^° , ..y_ 1..... rs aA riay. ACRya. 1 f • It Is suggested that the equations be utilized as the most accurate method for estimating the driveway volumes for shopping centers of any size, and that the figures and Table 1 be used as an approximation. If Table 1 is used, one must interpolate between the different size shopping centers provided to estimate the trip rates for a size center not shown on the table. Caution and judgement should be exercised for centers over 900,000 square feet gross leasable area. In addition to the regression equations, the data provide miscellaneous information on daily, monthly, and hourly variations in shopping center traffic. This information is \ shown on Tables 2 through 5. It should be noted, however, that the number of studies providing these data is limited, and, therefore, caution in using these tables is recommended. Also, some of the information in Tables 2 through 5 may conflict with the results provided by the regression equations. When this occurs, it is suggested that the results based on the largest number of studies be used. The actual volume added to the adjacent streets can then be estimated by applying the information described in Chapter VII, Quantifying Pass -By and Diverted Linked Trips. It is important to remember that the number of pass -by trips estimated to enter and exit a shopping center does not affect the driveway volumes but does affect the amount of traffic added to the adjacent road system. Sho �n Table 1 pp n g Center Vehicle Trip Generation Excluding Christmas Season Vehicle Trip Ends (Two -Way Volume) Inde • endent Variable - 1,000 S • uare Feet Gross Leasable Area 1,000 Average A.M. Peak Hour P.M. Peak Hour Square Weekday (One Hour Average Saturday Peak Feet Vehicle (One Hour Saturday Hour of the GLA Between Between Vehicle Tri • Ends 7 and 9 A.M. 4 and 6 P.M. Generator Rate Vol. Tri • Ends 10 16 Ra e' 1 V ol. ® Vol. Rate Vol. Vol. Rate Vol. 50 91.65 4,583 2.16 108 ®® 215.39 20.63 206 ® 118.36 5,918 11.46 573 100 70.67 7,067 1.62 162 200 54.50 10,899 6.56 656 91.46 9,146 8.90 890 200 46.81 14,043 ® 244 5.10 1,020 70.67 II 6.91 1,382 400 42.02 16,809 0.92 310 4.40 ® 60.78 18,233 5.96 1 788 368 3.97 1,587 54.61 21,843 5.37 2,146 500 38.65 19,325 0.84 419 3.66 1,829 50.26 25,129 4.95 600 36.35 21,809 0.78 467 3.41 2,048 46.96 28,177 800 33.88 27,108 0.69 553 3.15 2,523 42.20 4.63 17 1 000 32.09 32,089 0.63 631 2 97 ® 4.17 3,333 • • 1,200 30.69 36,831 0.59 702 2 ,966 38.83 38,835 3.84 3,841 1 400 29.56 41,383 0.55 769 2.82 3 386 36.29 43,546 3.59 1 1 1,600 28.61 45,779 0.52 2.70 3,786 47,972 3.40 4,756 t i 832 2.61 4,171 32.61 52,168 3.24 5,176 , Source: Trip Generation Equations 1 Trip Generation, January 1991 1231 Institute of Transportation Engineers 11 • Convenience Market (Open 24 Hours) (851) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a:. Weekday Number of Studies: 8 Average 1000 Sq. Feet GFA: 2 Direct;ona! Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 7 37.99 • 330.00 - 1438.00 336.24 Data Plot and Equation 3,000 y C W 2,000 - a 1 - ---------- a) rn x Q 1,000 _ 0 • t 1 t 1 , 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points - Average Rate Fitted Curve Equation: Not given R2 = .... Trip Generation, January 1991 1399 Institute of Transportation Engineers Fast Food Restaurant Without Drive - Through Window (833) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 6 Average 1000 Sq. Feet GFA: 3 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 786.22 652.00 - 1068.98 147.56 Data Plot and Equation 2,500 _ x 2,400 _ 2,300 _ X 2,200 _ cn C 2,100 • W X „ 0. 2,000 . F C - • N 1,900 U . N 1,800 _ 1,700 _ R 1 > 1,600 _ • � Q - 11 1,500 _ 1,400 _ 1,300 _ 1,200 _ . X 1,100 t , t • i , • • 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 • X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: T = [(0.00121/X) + 0.000021 R = 0.64 { Trip Generation, January 1991 1287 Institute of Transportation Engineers MACKENZIE t INCORPORATED • CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 RECEIV July 27, 1994 01-" COMMUNITI D13E1°41 S City of Tigard Engineering Department Attention: Michael Anderson 13125 SW Hall Boulevard Tigard, Oregon 97223 -8199 - Re: Boyden Site - Scholls Ferry Road at North Dakota Traffic Impact Analysis SDR 94 -14 Project Number 294149 Dear Michael: Mackenzie Engineering Incorporated (MEI) has completed an analysis of traffic impacts anticipated from the redevelopment of the Boyden site at the southwest quadrant of the Scholls Ferry Road and North Dakota Street intersection. The 1.3 -acre site is currently occupied by a veterinary office, three homes, and an apartment building which supports various uses. The proposed redevelopment includes a bank and a retail /office building which would include an expanded veterinary facility. Figure 1 presents the proposed site plan. EXISTING CONDITIONS MEI staff conducted PM peak period traffic counts on North Dakota Street at the intersection of Scholls Ferry Road, the McDonald's /Medical Center driveway, day care center driveways, and the existing site driveways. The counts were conducted in July 1994, and are summarized in Figure 2. The peak hour was found to be 5:00 - 6:00 pm. For retail uses, evaluation of the AM peak hour is generally not necessary since most are not open for business until mid - morning. Washington County staff provided historical traffic counts on Scholls Ferry Road which indicates that the growth rate for the last three years has been approximately 7 %. This growth rate was applied to all movements on Scholls Ferry and North Dakota Street, but not the driveways. The background growth is presented in Figure 3. Background growth rates for North Dakota Street were not available from the City of Tigard, therefore the 7% growth rate was used. F: \ W PDATA \94 -07 \94149\27L1 . kc • • Michael Anderson Project Number 294149 July 27, 1994 Page 2 Two projects in the immediate vicinity of the site are currently under construction and have been included as in- process traffic. The projects include a 6200 s.f. bank at the northeast corner of the Scholls /North Dakota intersection, and a Jiffy Lube sharing the McDonald's /Medical Center driveway. Traffic studies were not prepared for either project, therefore estimates of the trip rates have been made similarly to those for the proposed site. Trip assignment for the in- process projects are presented in Figure 4. • The base 1995 traffic volumes anticipated without development of the site are presented in Figure 5. TRIP GENERATION Trip generation estimates for the proposed uses in the site are presented in the table below for the PM peak hour. Trip rates for the bank, retail, and office /commercial were estimated utilizing information provided in the Institute of Transportation Engineers Trip Generation Manual, Fifth Edition. The bank trip rates are based upon two drive -up windows (including the ATM machine) due to poor correlation of trip rates to bank building square footage. The ITE land use and building size are listed in the table. Trip rates are not published for veterinarian offices, therefore MEI traffic counts taken at the existing veterinary clinic driveways were used to estimate the future rates. The office size will increase from its current 2500 s.f. to 3250 s.f. to accommodate one additional veterinarian. It has been assumed that the trip rate will double with one additional veterinarian. Trip Generation Proposed Use Building Size PM Peak Hour (KSF) Enter Exit Bank - Primary 3.59 32 34 Bank - Pass by 21 23 Veterinarian 3.25 2 12 Retail 3.00 35 35 • Office /Commercial 4.91 3 14 Total 14.75 93 118 Primary Trips 72 95 Existing Trips 8 14 New Trips 64 81 F:\WPDATA\94-07\94149\27L1.kc • • • Michael Anderson ' Project Number 294149 July 27, 1994 Page 3 TRIP DISTRIBUTION AND ASSIGNMENT Trip distribution for the proposed development has been estimated based upon existing travel patterns. Figure 6 presents the trip distribution estimate for the site generated new trips. The corresponding trip assignment is presented in Figure 7A. Figure 7B presents the trip assignment for the bank pass -by trips. Pass -by trips are made by vehicles which are already on the roadways in the vicinity of the site. It has been assumed that all of the pass - by trips originate from Scholls Ferry Road in proportion to the directional volumes. The combined traffic volumes, which include existing, site generated, and background traffic are presented in Figure 8. QUEUING CALCULATION The unsignalized capacity of the site driveway under combined traffic volumes is a level of service "C "; however, queuing of vehicles on the North Dakota approach requires an alternate method to determine on site queuing and level of service. MEI staff observed occasional queues on the North Dakota approach to Scholls Ferry Road extending beyond the proposed site driveway (approximately 200 feet), consistent with queuing calculations for the existing traffic volumes. The northbound left turn lane is the critical lane for queuing on this approach, and often impedes through or right turning vehicles. Analysis of left turn lane queuing for combined traffic volumes indicates a maximum queue length (based on a 1.5 surge factor) of approximately 260 feet, which would extend beyond the proposed site driveway. The average queue length sustained for 60 to 90 minutes of the day would extend to the site driveway. Queuing of the northbound left turn lane on North Dakota will periodically block the site driveway during the PM peak hour. The average departure rate from the site during the PM peak hour is 2 vehicles per minute, with estimated surges yielding an additional 50% periodic increase. Northbound left turn queues will drain every 2 minutes based upon the current Scholls Ferry Road signal cycle timing, resulting in onsite average queues of 3 to 4 vehicles and peak queues extending up to 5 vehicles. North Dakota Street is 40 feet wide at the McDonald's /Medical Center driveway, and is currently striped for only two lanes. If a continuous left turn lane is provided, approximately 160 feet will be available between the site driveway and the McDonald's /Medical Center driveway. Queuing requirements for left turns into each driveway are for one vehicle, based upon a 95th percentile probability. F: \WPDATA \94-07 \94149 \27L1.kc • • Michael Anderson Project Number 294149 July 27, 1994 Page 4 CONCLUSIONS AND RECOMMENDATIONS Development of the proposed 1.3 -acre site can be accommodated by the existing road system; however, vehicles exiting the site to the north will experience delay due to queuing in the left turn lane on North Dakota Street at Scholls Ferry Road. The site driveway queuing is expected to average 3 or 4 vehicles during the peak weekday PM design hour. Once the left turn queue clears, exiting vehicles will be afforded adequate opportunity to turn left onto North Dakota. A continuous left turn lane should be provided between the site driveway and the McDonald's /Medical Center driveway, with parking not allowed on North Dakota. The turn lane will reduce impedance to vehicles traveling along North Dakota and provide additional left turn storage at the Scholls Ferry signal during the PM peak hour. This will alleviate the current occasional blockage of northbound through and right turn vehicles caused by northbound left turn queuing. If you have any questions, please call me or Don Odermott at 224 -9560. Sincerely, ��„Q 1. Brent Ahrend /1 � /, Traffic Analyst fir , I�. ,, . o /BA /kc S -41 . - V25 ` ' QtP IZ/3I J74 Enclosures 0 p, 00E� cc: Dennis Woods - Mackenzie /Saito & Associates F \WPDATA \94 -07 \94149 \27L 1.kc , , ... - .... ... • • .. . . . .. i., ••........ . A 1 ; . , .. . _ ......... I lin gAi 4,- .........- ,,.„,....--..--,,,...m...,...:" . ' '-'..-- --"' • - - - , - .. .... ......_ ............... .,....... ..... .... ..-c ... ... " — ' - - . . ...... ...... ... ......S.W. NORTH DAKOTA ST aw— ____ ._.... . .... _..... ___ ......._. \ U..1 -- i . . 1: . ,-... .-------- - anc, ITOOZ ilL908 3 JittO AO Iii ..,. ...,...„.. a .,.........,••••• ^^•''''''" "..< .A. '--'---- e, , - • I III:I H... 9 C Olk Li___ -- \ 411 \\ I (/ = ,0111 41110 1 1 b oho 1 . I ,4 illir 1 . I e . -* \• U.' \ \ * ---ar-- I If- *. il 4. 1 a . . h i ? 7 , \ . \ \, \ • , 2v- 37• 114 l i • I .0••••11 I L s U 0 b f 0 a co 1,— • I I T \ te • / \ \\\ \\ lit 1 111 S _ S - b , . , 1 51 )0Y11 312•4118 t 't . ■ \ \ \ ! • : .:: --) \ ' t ‘ *1- til ‘ ‘ \ (ma grera Mfg 41 .11 N • k 1: l ‘ . . . 1 , ‘ 1 \ • • • A Scholls Ferry • 66 � � 6E? 104 —166o 75 ti � � r 85 A - Site B cc Driveway 4 0 . ~ t cts o B ° M " C McDonald 's 0 t J r- 16 Z C Rl GUKE 2 EXIS+t TVaWr- BY BTA PM hak Hour DATE 0.741 `19 ' I t1 MACKENZIE ENGINEERING INCORPORATED JOB NO. 29� 1 1 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 r PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228-1285 ® MACKENZ R GILTS RESERVED CORPORATED • • A Scholls Ferry I-. .-116 5 1 •� 1 1' .r A NI - �- Site B Driveway 1 l t B 0 McDonald 's ° c t z c M N FIG-ue 3 gacitr .i4d Ta - FCC- BY B yea v- 7% DATE 0741Y (994 - - MACKENZIE ENGINEERING INCORPORATED JOB NO. 2.141 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 •-• - PORTLAND OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 %5° M P NZIE ENG ENG INCORPORATED 93 • • A Scholls Ferry 0 - . ) 3 —NI. t 3 A M 0 Site B Driveway as 0 B cv N ° 1L� McDonald s 8 z 00 N F1 GU(ZE 4- pvocex I ea 1 BY BT4 DATE 074 ' I 1 X94 MACKENZIE ENGINEERING INCORPORATED JOB NO. 29�14q CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 " _ PORTLAND, OREGON 97201-0039 • (503) 224-9560 • FAX (503) 228-1285 ® MAC EN qI G ETS RESE DORPORATED • • a Scholls Ferry t t) Ul A 2 ‘ 95 J' 1 + � `� 20 1073 --s• .4-- -177 u 77 A N � � A• 1�U Site B tz a M Driveway 1� B ° 0 ;I N th � ° L -� s6 McDonald 's oc t r , -18 C N F1 CrU E 5 i /9 T✓a icy B Bpi DATE 34ly I (N4 - - MACKENZIE ENGINEERING INCORPORATED JOB NO. 29 1 �� I CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228-1285 ® ,AC KEG R G REE I CORPORATED • a Scholls Ferry 35 ti � � �r 30 A M N M Site B Driveway 35 15 .� B ~ fi t 0 " c McDonald 's 0 c t r� z c FIGURE 6 Trp Dis+ii b k+iovn ( Neo 1 ps) BY l3TA DATE Zu ( - - MACKENZIE ENGINEERING INCORPORATED JOB NO. Z��'14 1 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 ® MA EN R G NG RESERVE CORPORATE() • A Scholls Ferry M z2 r ,r 19 A N 1)N • Site B Driveway 6q 4— B o N cti " . McDonald 's ° C 1 t z C FIGURE 7A Trip liss►91nnmeptf 0)e0 Tri Ps) BY !3 1 DATE DI 1 Y 1994 - MACKENZIE ENGINEERING INCORPORATED JOB NO. 134147 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 - PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 ® MAC , I E ENGINEERING BEER VE INCORPORATED • , f • A Scholls Ferry 8 r i3 ` tI A Site B Driveway 23 T \ t — B 0 cS McDonald 's ° c 1 r� z c R GORE - 76 ✓� •��, �, eyi Foss- 6 T ✓I'.s By STA DATE °."" ly I (" — — MACKENZIE ENGINEERING INCORPORATED JOB NO. 2 49 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF _ 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 MACKENZIEENGINEERING - - ® 1993 ALL RIG RESERVE • • • A Scholls Ferry • M-4-U1 9 � � 5 1 "-- 243 1065 —11113 113 . 12b A N22- )�2 Site s Driveway io4 1 12- �. crf — 6 0 " }, /8 McDonald i s z �s_ t r , - c c FIGuRE 8 CowttoiA T✓aT:tcc_, BY STA DATE 07 1994 MACKENZIE ENGINEERING INCORPORATED JOB N0. 2.14147 CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND. OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 ® MA R z RESERVED CORPORATED MACKENZIE •INEERING INCORPORATED • CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 S BANCROFT STREET • PO. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 May 9, 1995 City of Tigard Planning Department Attention: Will D'Andrea 13125 SW Hall Boulevard P.O. Box 23397 Tigard, Oregon 97223 RE: Key Bank- Scholls Ferry Road Drive -up Window Queuing MEI Project Number 295196 Dear Will: The Key Bank currently under construction at the southwest corner of the intersection of SW Scholls Ferry Road and SW North Dakota Street has proposed adding a second drive -up window. Originally, a single drive -up window and an ATM machine were proposed, with a pass -by lane. City of Tigard storage standards for drive -up windows were met with a single window and ATM machine. They require 150 feet of storage for each window and 50 feet for drive -up ATM machines. With the additional drive -up window, an additional 150 feet of storage would be required. The drive -up lane is limited to 150 feet for window 1, including the driveway, 50 feet for window 2, and 50 feet for the ATM machine. The driveway is limited to a single 12 ft. lane between the bank and Scholls Ferry Road. The attached Figures indicate the proposed site plan and vehicle storage ability. All storage lengths and number of vehicles in the queue referred to in this letter include the vehicle at the window. To better estimate the actual drive -up window demand, MEI staff conducted a drive -up window survey at the Gresham Key Bank branch located in the Gresham Square Shopping Center at Burnside and Eastman Parkway. The Gresham branch was chosen because it is one of the busiest Key Bank branches in the Metro area and has two drive -up windows and a drive -up ATM machine as is proposed for the Scholls Ferry branch. The survey was conducted from 3:40 to 6:00 p.m. on Friday May 5, 1995. Friday afternoons are generally the busiest peak times of the week. The Gresham branch drive -up area had two drive -up windows operating during the entire survey, usually with two tellers, and a drive -up ATM. The first drive -up window had approximately 100 feet of clear storage, which accommodated four vehicles. The fifth vehicle in the queue would partially block entrance to the parking area. The second window and the ATM have parallel lanes of 100 feet, however, additional vehicles in these lanes would not impede traffic in the parking area. F: \W PDATA\95 -05\95196\DRIVE. BTA • • • Key Bank - Scholls Ferry Project Number 295196 May 10, 1995 Page 2 The survey tracked each vehicle as it entered the queue, arrived at the window or ATM, and when it departed. Actual transaction times were not recorded. The length of time a vehicle is at the window is usually not dependent on the teller, but on the customer having transactions ready. The average time at the two drive -ups during the peak hour was 1 minute 37 seconds. The peak hour of usage was found to be from 5:00 to 6:00 p.m. A maximum queue of eight vehicles was observed at the drive -up windows which consisted of five vehicles at the first window and three at the remote drive -up. This maximum queue demand lasted less than one minute. The ATM had an average service time of 50 seconds and average time in the queue of 1 minute 17 seconds during the peak hour. A maximum queue of 4 vehicles was observed at the ATM. The maximum number of vehicles at the two drive -up windows and the ATM was 9 vehicles. The table below presents the average queue and service times during the peak hour as well as the maximum times. Peak Hour Drive -Up Operation Location Max Queue Avg Queue Max Queue Avg Service Time Max Service (Vehicles) Time Time Time Window 1 5 1:32 4:48 1:27 3:09 Window 2 3 1:10 6:56 1:58 4:01 Total Window 1 & 2 8 1:25 6:56 1:37 4:01 ATM 4 0:50 2:59 1:17 2:31 Summaries of the survey are included with this letter. It should be noted that several vehicles entered a queue at window one while the remote window had either a shorter queue or no vehicles at all. It appears that there is a high preference of customers to use the closer window, resulting in under - utilization of the second window, thus reducing the second window's average queue time. The average service time at the second window is longer than that at the first, reflecting the additional time needed to use and send the canisters. Based upon observations at the Gresham Key Bank the combined storage anticipated for the two drive -up windows and ATM would be approximately 180 feet assuming 20 feet per vehicle, or 225 feet with 25 feet per vehicle. The existing site plan provides a total of 250 feet of storage without blocking the parking areas. F: \WPDATA\95 -05\95196\DRIVE.BTA • • Key Bank - Scholls Ferry Project Number 295196 May 10, 1995 Page 3 Based upon this analysis, the City's requirement of 150 feet of storage for each drive -up window would provide excess capacity for a Key Bank. Only 180 to 225 feet would be needed for the two lanes instead of 300 feet. The survey also found that the average queue and service times at a drive -up window do not significantly improve with a second window, even if two tellers are available. Therefore, the same number of vehicles would be queued with one or two drive -up windows. Providing 50 feet of storage at the second drive -up will require vehicles to distribute to the two drive -up lanes from the single approach lane. The Key Bank site plan as proposed with two drive -up windows and an ATM will provide adequate storage lengths for the anticipated peak customer demands. If you have any additional questions regarding the Gresham Key Bank survey or the storage length recommendations, please call me at 224 -9560. Sincerely, 44 Brent Ahrend Traffic Analyst BTA/ks Enclosures c: Dennis Woods - MSA F: \WPDATA\95 -05\95196\DRIVE.BTA ° • 0 • • - • . . . .... ........ -------- ERIT il 1-------' 0.00,0.0. 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' . . . . . . • • • III III ATM PEAK DEMAND HOUR Vehicle # Entered Queue Vehicles in Queue Windo Arrive at window Depart window TELLERS Time In Queue Time at Window 105 05:00:26 1 ATM 05:01:48 05:02:47 2 00:01:22 00:00:59 108 05:04:32 1 ATM 05:04:38 05:06:20 2 00:00:06 00:01:42 110 05:06:13 2 ATM 05:06:28 05:07:33 2 00:00:15 00:01:05 118 05:13:21 1 ATM 05:13:28 05:14:55 2 00:00:07 00:01:27 121 05:14:37 2 ATM 05:14:57 05:16:44 2 00:00:20 00:01:47 129 05:20:40 1 ATM 05:20:45 05:22:12 2 00:00:05 00:01:27 133 05:24:35 1 ATM 05:24:42 05:25:43 2 00:00:07 00:01:01 135 05:25:28 2 ATM 05:25:48 05:25:58 2 00:00:20 00:00:10 138 05:26:58 1 ATM 05:27:06 05:29:01 2 00:00:08 00:01:55 139 05:27:09 2 ATM 05:29:05 05:29:54 2 00:01:56 00:00:49 145 05:32:51 1 ATM 05:32:57 05:34:51 2 00:00:06 00:01:54 147 05:35:16 1 ATM 05:35:24 05:36:56 2 00:00:08 00:01:32 149 05:36:24 2 ATM 05:36:25 05:38:56 2 00:00:01 00:02:31 160 05:39:40 1 ATM 05:39:45 05:41:15 2 00:00:05 00:01:30 166 05:48:37 1 ATM 05:48:45 05:49:58 2 00:00:08 00:01:13 167 05:49:02 2 ATM 05:50:02 05:50:41 2 00:01:00 00:00:39 168 05:49:29 3 ATM 05:50:49 05:51:38 2 00:01:20 00:00:49 170 05:50:16 3 ATM 05:51:42 05:52:17 2 00:01:26 00:00:35 171 05:50:41 4 ATM 05:52:25 05:53:25 2 00:01:44 00:01:00 173 05:53:18 2 ATM 05:53:23 05:54:44 2 00:00:05 00:01:21 175 05:53:37 2 ATM 05:54:48 05:56:35 2 00:01:11 00:01:47 177 05:54:11 3 ATM 05:56:39 05:57:11 2 00:02:28 00:00:32 178 05:54:33 4 ATM 05:57:11 05:58:46 2 00:02:38 00:01:35 180 05:55:48 4 ATM 05:58:47 06:00:26 2 00:02:59 00:01:39 AVG 1 00:00:50 11 00:01:17 11 • • WINDOW 1 & 2 COMBINED PEAK DEMAND HOUR Vehicle # Entered Queue Vehicles in Queue Window Arrive at window Depart window TELLERS Time In Queue Time at Window 102 04:59:12 1 1 04:59:20 05:00:01 2 ' 00:00:08 00:00:41 103 04:59:25 2 1 05:00:04 05:01:08 2 00:00:39 00:01:04 104 05:00:17 1 2 05:00:22 05:02:26 2 00:00:05 00:02:04 106 05:01:23 1 1 05:01:30 05:04:18 2 00:00:07 00:02:48 107 05:04:04 2 1 05:04:22 05:05:32 2 00:00:18 00:01:10 109 05:06:01 1 1 05:06:06 05:07:13 2 00:00:05 00:01:07 112 05:08:25 1 1 05:08:31 05:09:17 2 00:00:06 00:00:46 111 05:09:18 2 1 05:09:21 05:10:29 2 00:00:03 00:01:08 113 05:10:20 1 2 05:10:26 05:12:12 2 00:00:06 00:01:46 114 05:10:32 1 1 05:10:36 05:11:36 2 00:00:04 00:01:00 115 05:10:48 2 1 05:11:40 05:12:39 2 00:00:52 00:00:59 116 05:11:32 2 2 05:12:17 05:13:57 2 00:00:45 00:01:40 117 05:12:07 2 1 05:12:48 05:15:57 2 00:00:41 00:03:09 119 05:13:32 2 1 05:16:01 05:16:15 2 00:02:29 00:00:14 120 05:13:40 2 2 05:14:05 05:16:08 2 00:00:25 00:02:03 122 05:14:42 3 1 05:16:23 05:17:23 2 00:01:41 00:01:00 123 05:15:19 4 1 05:17:27 05:19:00 2 00:02:08 00:01:33 124 05:15:21 2 2 05:16:10 05:17:34 2 00:00:49 00:01:24 125 05:15:27 3 1 05:17:43 05:20:01 2 00:02:16 00:02:18 126 05:15:52 4 1 05:19:06 05:20:56 2 00:03:14 00:01:50 127 05:18:10 2 2 05:20:16 05:22:20 2 00:02:06 00:02:04 128 05:18:37 3 1 05:21:05 05:21:56 2 00:02:28 00:00:51 130 05:22:01 1 1 05:22:10 05:23:24 2 00:00:09 00:01:14 131 05:22:46 2 1 05:23:30 05:24:56 2 00:00:44 00:01:26 132 05:24:17 1 2 05:24:24 05:25:45 2 00:00:07 00:01:21 134 05:25:17 1 1 05:25:25 05:26:34 2 00:00:08 00:01:09 136 05:25:39 2 1 05:26:43 05:28:46 2 00:01:04 00:02:03 137 05:26:29 3 1 05:28:49 05:31:12 2 00:02:20 00:02:23 140 05:27:40 3 1 05:31:16 05:32:43 2 00:03:36 00:01:27 141 05:27:59 4 1 05:32:47 05:34:40 2 00:04:48 00:01:53 - 142 05:29:36 1 2 05:29:40 05:30:55 2 00:00:04 00:01:15 143 05:29:47 2 2 05:30:59 05:34:03 2 00:01:12 00:03:04 144 05:30:21 4 1 05:34:44 05:35:42 2 00:04:23 00:00:58 146 05:34:11 1 2 05:34:18 05:35:54 2 00:00:07 00:01:36 148 05:36:15 1 1 05:36:15 05:38:20 2 00:00:00 00:02:05 150 05:36:41 1 1 05:36:47 05:39:51 2 00:00:06 00:03:04 151 05:36:52 2 1 05:39:40 05:40:25 2 00:02:48 00:00:45 152 05:36:52 3 1 05:40:32 05:42:39 2 00:03:40 00:02:07 153 05:37:12 1 2 05:37:18 05:41:19 2 00:00:06 00:04:01 154 05:38:12 4 1 05:42:41 05:43:21 2 00:04:29 00:00:40 155 05:38:23 2 2 05:41:23 05:42:56 2 00:03:00 00:01:33 156 05:38:31 3 2 05:43:07 05:45:53 2 00:04:36 00:02:46 157 05:38:59 3 2 05:45:55 05:48:55 2 00:06:56 00:03:00 158 05:39:04 5 1 05:43:25 05:44:30 2 00:04:21 00:01:05 161 05:40:19 5 1 05:44:35 05:45:08 2 00:04:16 00:00:33 163 05:44:26 4 1 05:45:14 05:46:19 2 00:00:48 00:01:05 164 05:44:34 4 1 05:46:23 05:47:29 2 00:01:49 00:01:06 165 05:48:15 1 1 05:48:25 05:50:13 2 00:00:10 00:01:48 169 05:50:04 2 1 05:50:18 05:51:00 2 00:00:14 00:00:42 172 05:52:24 1 1 05:52:27 05:54:56 2 00:00:03 00:02:29 174 05:53:33 2 1 05:54:59 05:56:30 2 00:01:26 00:01:31 176 05:54:04 1 2 05:54:06 05:57:20 2 00:00:02 00:03:14 179 05:55:14 2 1 05:56:12 05:57:23 2 00:00:58 00:01:11 181 05:56:54 2 1 05:57:26 05:58:24 2 00:00:32 00:00:58 182 05:57:16 2 2 05:57:34 05:57:46 2 00:00:18 00:00:12 183 05:57:52 1 2 05:57:57 05:59:47 2 00:00:05 00:01:50 184 05:58:58 2 1 05:59:36 06:01:38 2 00:00:38 00:02:02 185 06:00:50 2 1 06:01:44 06:03:05 2 00:00:54 00:01:21 A V G I 00:01:25 11 00:01:37 l l • la P5 774.6 07 CO/ut tt k Fe,.. , fi ,W n - 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Crest Partners 5086 9375 P.01 • PACIFIC CREST PARTNERS, INC. 911 Oak Street, Hood River, OR Facsimile Cover Sheet To: Will D'Andrea Company: City of Tigard Phone: (503) 639 -4171 Fax: (503) 684 -7297 From: Daniel J. Boyden Company: Pacific Crest Partners Phone: (503) 386 -6333 Fax: (503) 386 -9375 Date: December 12, 1995 Pages including this cover page: 9 Comments: Pific. Crest Partners 50.1e6 9375 P.02 q l) / ATE OK OREGON ,ounty of Washington 1 SS 1, Jer .� �j� s� ment oi�dy � � �•� r Assess - Clerk.for t? .� '� � � t the withi r After Recording r :, � i, ceived and rde. county. 1r r . :4, ? ; z r of said g please return to: . - , e 3� A h-. eturn � � s�, ���i.�, • � • ; ` 0 �tf :0 e rector of Ball, Janik & Novack ;. ` ,s � � Attn: Barbara W. Radler ation, Ex i� erk 101 S.W. Main Street, Suite 1100 Portland, OR 97204 Doc 95013155 Rect: 139051 55.00 02/28/1995 02:54 :56PM DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR PACIFIC CREST SCHOLLS CENTER Recitals A. Pacific Crest Partners Scholls, L.L.C., an Oregon limited liability company ( "Declarant "), owns the real property described on the attached Exhibit A (the "Property "). The Property is or will be divided into three lots as shown on the preliminary plat which is attached as Exhibit B. Lot 1, Lot 2, and Lot 3, as shown on the final, approved plat which as recorded in the plat records of Washington County are each referred to in this Declaration of Covenants, Conditions, and Restrictions (the "Declaration ") as a "Lot" and, collectively, as the "Lots" or the "Property." B. Declarant desires to enhance the value of the Property by declaring easements for ingress, egress;, and parking on the Property and by declaring covenants, conditions and restrictions, in accordance with the terms and conditions, set forth in this Declaration. Declaration: Now, therefore, Declarant hereby declares and imposes upon the Property, for the benefit of the Property, the Owners of the Lots (as defined in Section 13.6, below), and their respective successors and assigns, the following rights and burdens of joint use of parking areas, roadways, and sidewalks and the following conditions, covenants, restrictions, and easements: SECTION 1 PARKING 1.1 General. Subject to the provisions of Sac :tion 1.2 below, each Owner of a Lot and, to the extent allowed by such Owner, all tenants of such Lot or any part thereof and their respective business invitees and agents, shall have the nonexclusive right to use, in common with all Owners, their -- 0027531.06 Pacific Crest. Partners 503 386 9375 P.03 respective tenants of their respective Lots, agents and business invitees (collectively, the "Permitted Users "), all areas of the Property established as parking areas. 1.2 Restrictions on Parking. Notwithstanding the provisions of Section 1.1 of this Declaration, the Owners of the Lots may from time to time jointly establish reasonable restrictions on parking to assure availability of parking for the business invitees of the Owners and their tenants. Any such restriction on the Lots shall be set forth in writing and signed by the Owners of the Lots to be binding on the Owners. The Owners shall not unreasonably withhold their consent to such restrictions. The Owners shall designate an area for employee parking on one portion of the Property which, until modified by written agreement of the Owners in accordance with the provisions of Section 13.2 below, shall be located along the easternmost lane of parking on Lot 1. No Owner except the Owner of Lot 2 shall direct its employees, tenants, invitees, or agents to park in the parking stalls directly in front of the storefront on Lot 2. Such stalls shall primarily be used by the business invitees of Lot 2. 1.3 Maintenance Obligations. The Owner of each Lot shall maintain and keep in good repair and condition the parking areas on its Lot free of rubbish and obstructions, and shall provide adequate drainage and lighting on such Lot. SECTION 2 ROADWAYS AND SIDEWALKS 2.1 General,. The Permitted Users shall have the right to use all roadways on the Property for the purposes of access, ingress, and egress to, through, and from the Property for vehicles and pedestrians. The Permitted Users shalt have the right to use all sidewalks on the Property for the purposes of access, ingress, and egress to, through, and from the Property for pedestrians. 2.2 Maintenance Obligations. The Owner of each Lot shall maintain and keep in good repair and condition the roadways and sidewalks on its Lot free of rubbish and obstructions, and shall provide adequate drainage and lighting on such Lot. SECTION 4 OBSTRUCTIONS From and after the initial construction of improvements on the Property, the roadways, sidewalks and parking areas on the Property shall meet at equal grades and no obstructions shall be erected or permitted on any of the Lots which would in any way interfere with the rights established by this Declaration. The driveways and parking areas on the Lots shall not be changed without the prior written consent of the Owners of the Lots, which consent shall not be unreasonably withheld or delayed. 2 002753,1.06 P cific Crest Partners 504 6 9375 P.04 SECTION 4 MAINTFNAN ?E AND REPA R OF IMPROVEMIWT S 4.1 Maintenance of Improvements. The Owner Of each Lot shall maintain and keep in good repair and condition all Improvements (as hereinafter defined) on such Owner's Lot. "Improvement" means every temporary or permanent structure or improvement of any kind, including but not limited to, any building, fence, wall, driveway, landscaping, poles, signs, • roadways, walkways, storage areas, and other improvements of any kind located above, on, or below the Property and any replacements, additions, repairs, or alterations thereto. In addition, the Owner of each Lot shall maintain and keep in good repair and condition any personal property located on such Owner's Lot which is visible from the street or from any other Lot, including, without limitation, trash dumpsters and, bicycle racks. 4.2 Party Wall. The Owner of Lot 2 and the Owner of Lot 3 shall fully and faithfully comply with the obligations of Declarant under that Covenant and Agreement Regarding Maintenance of Building between Declarant and the City of Tigard recorded or to be recorded in the real property records of Washington County. SECTION 5 BIOSWALE: BICYCLE RACK; TRASH DUMPSTER The Owner of Lot 2 shall maintain and keep in good condition and repair the bioswale, the trash dumpster, and the bicycle rack located on Lot 2 as required by the City of Tigard. The Owners of Lots 1, 2 and 3, and the Permitted Users, shall have the nonexclusive right to use the bicycle rack and trash dumpster located on Lot 2 for so long as such use is reasonable and proportionate to the size of building floor area on such respective Owner's Lot. SECTION 6 SIGNAGE The Owner of Lot 2 shall have the right to use the following described space on the signage monument located on Lot 1 (the "Signage Monument "): one sign band on the bottom of the Signage Monument multi - tenant panel. The Owner of Lot 3 shall have the right to use the following described space on the Signage Monument: up to five sign bands on the Signage Monument multi- tenant panel. The Owner of Lot 1 shall maintain and keep in good repair and condition the Signage Monument. Neither the Owner of Lot 2 nor the Owner of Lot 3 shall place any sign on the Signage Monument or on the exterior of any building on such Owner's Lot without first obtaining the written approval of the Owner of Lot 1 of the placement, materials, style, design, color, and fabrication thereof. Such approval shall not be unreasonably withheld or delayed by the Owner of Lot 1. 3 3 002/53x.06 P cific Crest Partners 503 386 9375 P.05 SECTION 7 ARCHITECTURAL CONTROLS 7.1 Exclusive Control. Architectural control over the construction and alteration of any and all Improvernents on the Property shall be exercised exclusively by Declarant until Declarant assigns such duties to the Owners by conveyance of all of Declarant's interest in the Property. From and after the date of such conveyance, the Owner(s) of the Property shall perform Declarant's obligations hereunder by vote of the Owners of at least 75 percent of the square footage of the land area on the Property. 7.2 Improvements Subject to Approval. Any Omer proposing to construct, alter, or erect any Improvement on tile Property shall follow the procedures and be subject to the approvals required by Sections 7.3 through 7.4 of this Declaration. 7.3 Submissipn. Any Owner proposing to construct, erect or alter an Improvement on the Property shall submit the following items to Declarant for Declarant's review. The parties submitting the proposal shall be referred to as the "Developing Party": 7.3.1 A site plan showing the location, size, configuration, and layout of any such Improvement or alteration of such Improvement. 7.3.2 Architectural plans and drawings showing the nature, style, color, and dimensions of the Improvement. 7.3.3 A landscape plan showing the nature, type, size, location, and layout of all landscaping to be planted, installed, removed, or destroyed. 7.3.4 Topographical plans showing the elevation, slope, and grade of any site work on the Property. 7.4 Procedure. All plans and drawings identified in Section 7.3 (the "Plans ") shall be submitted for review prior to the performance of the proposed work. The Plans shall be sent to Declarant or, where applicable, the other Owners of the Lots. Within 15 days following receipt of the Plans, Declarant shall review the Plans and shall inform the Developing Party in writing whether the Plans conform to the development concept for the Property. In the event the Developing Party is not notified as to the conformity of the Plans within the 15 -day review period, the Plans shall be presumed to be approved. In the event any aspect of the Plans does not conform to the development concept for the Property, the Developing Party shall resubmit those nonconforming portions of the Plans for review in accordance with the procedures as set forth in this Section 7.4. No work shall be performed on the Improvement until all aspects of all Plans 4 0027531.06 Pacific Crest Partners 503 386 9375 P.06 • required under this Section have been approved by Declarant. In all events all Plans in connection with the Improvenments shall be made and comply with all applicable laws, statutes, ordinances, rules, regulations, and requirements of any governmental authority ("collectively, "Laws "), 7.5 Lot 1 Rights. The Owner of Lot 2 and the Owner of Lot 3 shall not alter the exterior of any Improvement on its respective Lot or the color, nature or style thereof if the Owner of Lot 1 reasonably objects thereto. SECTION 8 REAL PROPERTY TAXES Each Owner shall pay the real property taxes and assessments levied, assessed or imposed on such Owner's Lot, and the use, occupancy and operations of such Owner's riot (collectively, "Taxes "). SECTION 9 USE RESTRICTIONS Each Lot shall be subject to and shall comply with all applicable Laws. Without limiting the generality of the foregoing, for so long as the Property is zoned as C -P (Professional Office), the only uses allowed on Lot 1 and Lot 2 shall be those uses which are permitted outright under Tigard Community Development Code Section 18.64.030(A)(2)(a) through (1). The Owner of Lot 2 shall not allow Lot 2 to be used for any of the uses described in Tigard Community Development Code Section 18.64.030(A) (2) (m) nor shall the Owner of Lot 2 allow Lot 2 to be used for any uses which are exclusive uses for the tenant of Lot 1 as set forth in that Lease Agreement between Declarant and the Key Bank of Oregon dated November 16, 1994. For so long as the Lot 3 is zoned as C -P (Professional Office), the Owner of Lot 3 shall not allow more than 3,166 square feet of gross floor area for retail uses described in Tigard Community Development. Code Section 18.64.030 (A) (2) (m) . ,q /laD IN Jode, EATime bRI 'N% SECTION 1Q UTILITY EASEMENTS Loav�,v,lE 10.1 General. The Owner of each Lot hereby grants nonexclusive easements and rights of way over such Owner's Lot for the purpose of installing, maintaining, repairing, and replacing public utility lines, services, and fac:iLi_ties reasonably necessary to serve the other Lots; provp,g d; however, that all such installations, maintenance, repair and replacement, and the location of all such lines, services, and facilities shall be in areas which do not unreasonably interfere with the use of any Lot by the Owner of such Lot and the Permitted Users. 10.2 location of Easements. The easements and rights of way over a Lot shall be for the purpose of installing, maintaining, repairing, and replacing public utility lines, services, and 5 5 002753L.06 Pacific Crest Partners 503 386 9375 P.07 III facilities reasonably necessary to serve conveniently all or any of the Lots. The precise location of the easement and right of way shall be subject to the prior approval of the existing Owner of the Lot to be burdened by such easement (herein the "Servient Owner ") which approval will not be unreasonably denied or withheld. It shall be reasonable for the Servient Owner to withhold its approval of any proposed location which would be underneath a building which such Servient Owner intends to construct. Failure of any Servient Owner to disapprove in writing the requested location of an easement, stating the reasons for such disapproval, within twenty (20) days after receipt by the Servient Owner of a written request for such approval (which request shall be accompanied by a legal description, sketch or other documentation sufficient to locate the easement with particularity) shall be deemed to be the approval of the Servient Owner and the granting of the easement. In connection with any installation, maintenance, repair or replacement of public utility lines, services or facilities (a) the Owner of the Lot benefited by the same (herein the "Dominant Owner ") shall be responsible for payment of all costs and expenses associated therewith, (b) all such activities shall be carried out so as not to unreasonably interfere with the use or enjoyment by any Servient Owner of its Lot, (c) the Dominant Owner shall indemnify, defend, and hold harmless all Servient Owner(s) of and from all losses, costs, and expenses incurred by such Servient Owner(s) arising out of or in any way connected with such activities, (d) the Dominant Owner shall furnish the Servient Owner(s) with evidence of liability insurance coverage with respect to all such activities, which insurance shall be in amounts then commercially reasonable and shall be written by an insurance company reasonably acceptable to the Servient Owner(s), and (e) the Dominant Owner shall restore the Servient Owner's Lot to its original condition promptly after the Dominant Owner finishes its activities on the Servient Owner's Lot. In the event that the use of any easement granted under this Declaration results in any ad valorem property tax liability to the Servient Owner, the Owner or Owners benefitted by such easement shall pay all ad valorem property taxes arising therefrom, when and as due. 10.3 Relocation of Easements. A Servient Owner, from time to time, may cause such utility lines, services, and facilities and the easement therefor to be relocated, if the existing location of such utility and easement unreasonably interferes with such Servient Owner's existing or anticipated use of the Lot burdened by the easement, provided that (a) the Servient Owner seeking to relocate the easement and utility gives to any affected Dominant Owner(s), not less than twenty (20) days prior written notice of the Servient Owner's intention to relocate the same, (b) the Servient Owner shall be responsible for payment of all costs and expenses associated with such relocation, (c) all utility relocation activities shall be carried out so as not to unreasonably interfere with the use or enjoyment by any Dominant 6 ( 0027531.06 13.2 Amendment, This Declaration or any provision of this Declaration may be amended or repealed by the vote or written consent of Owners holding not less than 75 percent of the square footage of the Property; provided, however, that any amendment to 7 0027531.06 Pacific Crest Partners 503 386 9375 P.08 • 111 this Declaration which materially and adversely affects the rights of any Owner shall require the consent of such Owner. 13.3 Nonwaiver. Failure by Declarant or by any Owner to enforce any covenant or restriction contained in this Declaration shall in no event be deemed a waiver of the right to do so thereafter. 13.4 Limitation on Liability. Neither Declarant nor any member of Declarant shall be liable to any Owner or any third party for any action or failure to act to perform its duties or rights under this Declaration. 13.5 Severability. Invalidation of any provision of this Declaration by any court or other order shall in no way affect or invalidate any other provisions which shall remain in full force and effect. 13.6 Owner. For purposes of this Declaration an "Owner" of a Lot is the holder of fee title to such Lot except in the case where the holder of fee title has conveyed the vendee's interest in such Lot, in which case the vendee shall be the "Owner" of such Lot. 13.7 Attorneys' Fees. In the event a suit, action, arbitration, or other proceeding of any nature whatsoever, including without limitation any proceeding under the U.S. Bankruptcy Code, is instituted, or the services of an attorney are retained, to interpret or enforce any provision of this Declaration or with respect to any dispute relating to this Declaration, the prevailing party shall be entitled to recover from the losing party its attorneys', paralegals', accountants', and other experts' fees and all other fees, costs and expenses actually incurred and reasonably necessary in connection therewith. In the event of suit, action, arbitration, or other proceeding, the amount thereof shall be determined by the judge or arbitrator, shall include fees and expenses incurred on any appeal or review, and shall be in addition to all other amounts provided by law. IN WITNESS WHEREOF, Declarant has signed this Declaration as of this 1 ? day of , 1995. PACIFIC CREST PARTNERS SCHOLLS, L.L.C. By Daniel J. yden, Member 8 0027531.04 Pacific Crest Partners 503 386 9375 P.09 • • 110 Owner of its Lot, (d) the Servient Owner shall indemnify, defend and hold harmless all Dominant Owner(s) of and from all losses, costs, and expenses incurred by such Dominant Owner(s) arising out of or in any way in connection with such relocation, and (e) the Servient Owner shall furnish the Dominant Owner(s) with evidence of liability insurance coverage with respect to all utility relocation activities which insurance shall be in amount then commercially reasonable and shall be written by an insurance company reasonably acceptable to the Dominant Owner(s). SECTION 11 FAILURE TO PERFORM In the event an Owner of a Lot fails to perform any of its obligations under this Declaration (a "Defaulting Owner "), any other Owner, in addition to any other rights and remedies provided by law or in equity, shall have the right to undertake such performance and to recover from the Defaulting Owner the reasonable cost of such performance. SECTION 12 DURATION This Declaration shall run with the land and shall be and remain in full force and effect at all times wa.t:h respect to all property included within the Property for an in period of 30 years commencing with the date on which this Declaration is recorded in the real property records of Washington County, Oregon. Thereafter, this Declaration shall continue to run with the land and be and remain in full force and effects at all times with respect to the Property and the Owners for successive additional periods of 10 years each; provided, however, that this Declaration may be terminated by the written consent of Owners owning not less than 75 percent of the square footage of the Property. Any such termination shall become effective only if a certificate of such termination is approved in the manner required in this Section and is duly acknowledged and recorded in the real property records of Washington County, Oregon. SECTION 13 MISCELLANEOUS 13.1 Restrictions Operate as Covenants. Each Owner of any Lot covenants and agrees with Declarant, its successors and assigns, to use the Property only in accordance with the covenants, conditions, and restrictions set forth in this Declaration and to refrain from using any part of the Property in any way inconsistent with or prohibited by the provn.sions of this Declaration. 13.2 Amendment. This Declaration or any provision of this Declaration may be amended or repealed by the vote or written consent of Owners holding not less than 75 percent of the square footage of the Property; provided, however, that any amendment to 7 0027531.06 Pacific Crest Partners 503 386 9375 P.10 • • • PACIFIC CREST PARTNERS, INC. 911 Oak Street, Hood River, OR wry Facsimile Cover Sheet To: Kelly Company: City of Tigard Police Phone: (503) 639 -4171 Fax: (503) 684 -7297 From: Daniel J. Boyden Company: Pacific Crest Partners Phone: (503) 386 -6333 Fax: (503) 386 -9375 Date: December 12, 1995 Pages including this cover page: 2 Comments: Landscape and Lighting plan for Key Bank Center, Scholls at North Dakota. P a c i f i c Crest Partners 503 386 9375 P.11 • . . ' ■ _.________._.._._._____. -___. -_ :: -. . - - • --..-."'.---.... ._--------- --- VE• ?k ..- - --.. \\\ .........■ ..----- r_HOU' ...-- ----. .....__ ......... ...........z ............„......... SI* ' S'''' ...-. :411 l• --, .__•--- ___ .........._--,, . 1 ___--- ...__,,„,_ z _o"utiL.— •..._, __.__------ -...._ t S.L2•1 I aVO c% ..4010 1 :11110 111411- . . . . 1611111. Ae4 ; ! , ; ------ '',, . • alia■ ; • I . • , 1 plit II 10.-0- • 2 e' -IF ■ ..• -o" 14.-Cf . 4:,:,..- 1..-0- 10 0- i 1 r • g't c 'i • ?1 1/ . \ gg 1 g.. g . g; i. , , a g,_ • i i • !? • 1,, •:. , : • . 1 g m 7 ,2_-__ K \ LOT 1 , OS 2 '21 g • : b , F,F. ,`..." A • OC I 4 - ' 43 11 .2. 'i.'" *, Mglirr- 3 NMI • • ternalb I .. 1 • \ x 1 F4 * * .. Yj 1 / t. ;TICrirly-o ir-o 0 WO aWm 11,4' (A)rva ... .<,4 Is -o fIDSRoIP-0";rer-0" k ■ :--- . — I I t Z - • V 43 RESIDENCES 1 1 1 ki T 1 1 I ,•] 1 \ i C. C • '.. C. 0 ' :'■ %,.). s t l , ..-.,„0"1 1 4s 1 ./.,1 - 4 4-4. .4-4-44.- 1 C14 4r, 4 I i I APT' ' r■ 1... _........ 0 . LOT 2 LOT 3 . \ : -I . > 1 -. ) K T ER rowt i A 1 FY. 230,80 aT)� LEASE SPACE • I I ; . r• -..--- I s T i I "--LIJ ......-.._.—. , ---- — -...- ( 'i c74--._...f, --) cuss uwro sva■ .. 1 $ 00'0'12' . 2.0 00 • ;.C.2N, :',*.P4 ../ 20 SETBACK LINES tro.r...klec rAcior. SITE PLAN . 0 4„,,,,, June 30, 1995 -�- CITY OF TIGARD . OREGON Mackenzie /Saito & Associates, P.C. 0690 SW Bancroft Street Portland, OR 9721 -0039 Attention: Dennis Woods Subject: Key Bank - Scholls Ferry Road Revisions to Drive -Up Windows This is in response to the letter to the City of Tigard, dated May 9, 1995, transmitting additional traffic engineering information relating to the subject site. Please be advised that the change incorporating an additional drive -up window to the approved site plan has been approved by both the Engineering and Planning Departments. Please submit final construction plans to the Building Department for a revised permit. Also, please indicate if you need any additional information. Sincerely, . . k m , ichael J. e rson Development e view Engineer c: Will D'Andrea Jim Funk MA \MAC- SAI.LTR 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 1 - AFFIDAVIT OF MAILING STATE OF OREGON ) _ County of Washington ) ss. City of Tigard ) I, Vie. t lkodi 1& , being first duly sworn /affirm, on oath depose and say: (Please print) LL That I am a 7� for The City of Tig rd, Oregon. That I served NOTICE OF PUBLIC HEARING FOR: That I served NOTICE OF DECISION FOR: 1.-''' of Tigard Planning Director Tigard Planning Commission Tigard Hearings Officer Tigard City Council A copy (Public Hearing Notice /Notice of Decision) of which is attached (Marked Exhibit "A ") was mailed to each named persons at th addr ss shown on the attached list marked exhibit "B" on the Pit day of UL 19 c]f , said notice NOTICE OF DECISION as he A , eto attached, was p a on an appropriate bulletin board on the I' day of f4AOSt _ v ; and deposited in the United States Mail on the ,I" o day of t &'s , 191 , postage prepaid. r Prepared Sub ibed and sworn /affirmed before me on the day of , 19 . I: OFFICIAL SEAL 1,11-"") ? : �, : -. DIANE PA„ ►ELDERAS NOTARY PUBLIEGON ` ;-_ •. NOTARY PUBLIC•OREGON My Commissio es • 7 7c.) ( .ii , v- COMMISSION NO. G03977 ( BAY COMMISSION EXPIRES SFPr. 7, 19 • • O 1S13.3AD -11300 1S133AD -11400 MULLIGAN, M PATRICK KETTERLING, KEITH A /JEAN Q 10690 127TH COURT 1070 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -11500 1S133AD -12300 ENTAGH, REZA COLLIGAN, MICHAEL S & KRISTIN K 10716 SW 127TH CT 11347 SW SUMMERLAKE DRIVE TIGARD OR 97223 TIGARD OR 97223 1S133AD -12400 1S133AD -12500 MADARANG, GEORGE E AND LUSIA V BRAVO, JOSE AND 11356 SW SUMMER LAKE DR TODD, ANN TONETTE TIGARD OR 97223 11334 SW SUMMER LAKE DRIVE TIGARD OR 97223 1S133AD -12600 1S133AD -02400 BEASLEY, ROBERT S JR & ANN F HRABIK, FRANCES L 11312 SW SUMMERLAKE DR % CUNNINGHAM, LEE REED TIGARD OR 97223 REED W 13385 SW 115TH TIGARD OR 97223 1S133AD -02500 1S134BC -00401 KINDER CARE LEARNING CTR978 SISTERS OF PROVIDENCE IN OR BY STRATEGIS 987 BY ST VINCENT HOSPITAL 1777 NE LP 410 STE 1250 ATTN: GREG VAN PELT SAN ANTONIO TX 78217 9205 SW BARNES RD PORTLAND OR 97225 1S134BC -00700 1S134BC -00800 3 K RESTAURANT CORP THOMPSON, DENNIS C AND 19200 SW BOONES FERRY RD DAVIDSON, WILLIAM G TUALATIN OR 97062 12475 SW MAIN ST TIGARD OR 97223 1S133AA -04500 1S134BB -00302 DAVIS, MICHAEL K AND CHINOOK INVESTMENT CO JEANNE R BY ASSESSMENT ASSOC, INC 5970 SW SPRUCE 1777 NE LOOP 410 BEAVERTON OR 97005 STE 1250 SAN ANTONIO TX 78217 MACKENZIE SAITO US NATIONAL BANK OF OREGON PO BOX 69039 CORPORATE FACILITIES # 355 PORTLAND, OR 97201 FO BOX 8837 PORTLAND, OR 97208 LEE CUNNINGHAM 13385 SW 115TH TIGARD, OR 97223 (110) _41! 1S133AD -00100 1S133AD -00200 NIEDNER, FREDERICK A & ESTHER M BOLOTIN, JAKE SCOTT 10500 SW TARPAN DR 12570 SW TARPAN BEAVERTON OR 97005 BEAVERTON OR 97005 1S133AD -00300 1S133AD -00400 HEIM, FRANCES E - GRABINSKI, ALLAN 12610 SW TARPAN DR 12640 SW TARPASN BEAVERTON OR 97005 BEAVERTON OR 97006 1S133AD -00500 1S133AD -00600 • NGUYEN, DANG PHUOC AND DALAI, SID HANG KIM THI 12690 SW TARPEN DR 12670 SW TARPAN DRIVE BEAVERTON OR 97005 BEAVERTON OR 97005 1S133AD -00700 1S133AD -10000 TANGALIN, PATROCINIO 0 AND NAVAL, NICOLAS A SR /CECILIA L DEANNA NAVAL, NICOLAS L JR 12710 SW TARPAN DRIVE MALLARI, NORMA N BEAVERTON OR 97005 10705 SW 127TH CT TIGARD OR ;97223 1S133AD -10100 1S133AD -10200 BLANCHARD, DEBRA A SEEMANN, SANDRA KAY 10687 SW 127TH CT 10673 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -10300 1S133AD -10400 PRATT, JEFFREY A AND PAULA A HARTER, PATRICK D /LAURIE A 10659 SW 127TH CT 10647 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -10500 1S133AD -10600 NEIGHORN, STEVEN C BUI, JOSEPH HUA 10635 SW 127TH CT 10623 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -10700 1S133AD -10800 SALVATION ARMY, CORPORATE BOARD PUN, YING KUEN AND PO BOX 8798 CHAN, SIU YING PORTLAND OR 97208 10636 SW 127TH CT TIGARD OR 97223 1S133AD -10900 1S133AD -11000 PETERS, DAVID L AND FRANCES L HEFFELFINGER, WILLIAM T 10648 SW 127TH CT 10662 SW 127TH CT TIGARD OR 97223 TIGARD OR 97223 1S133AD -11100 1S133AD -11200 LUY, PHANA AND OITTO, BRUCE G & ELEANOR S LEAV, SIVY AND 10682 SW 127TH CT LU, ROTHA TIGARD OR 97223 10674 SW 127TH CT TIGARD OR 97223 • • COMMUNITY NEWSPAPERS INC. Legal • P.O. BOX 370 PHONE (503) 684 -0360 Not �T 7982 BEAVERTON. OREGON 97075 RE"" J� Legal Notice Advertising tatuG 2 2 1994 City of Tigard • ❑ Tearsheet Notice C1ZY OF ZIGAR® 13125 SW Hall Blvd. * Tigard ,Oregon 97223 • ❑ Duplicate Affidavit • • AFFIDAVIT OF PUBLICATION STATE OF OREGON, COUNTY OF WASHINGTON, ) ss' / / Kathy Snyder being first duly sworn, depose and say that I am the Advertising ' 1( - Director, or his principal clerk, of the Ti qa rd — Tina 1 a t- i n Times a newspaper of general circulation s defined in ORS 193.010 • e .,, and 193.020; published at Tigard in the aforesaid county and state; that the SDR 94 - 0014 Mackenzie — Saito (map) a printed copy of which is hereto annexed, was published in the entire issue of said newspaper for ONE successive and consecutive in the following issues: August 18,1994 Subscribed and sworn to e me this 18th day of August, 1 I ti a 4r y OFFICIAL SEAL 11 ROBIN A. BURGESS Notary P is for Oregon i ' NOTA Y PUBLIC - OREGON My Commission Expires: CO�� MISSION NO. 024552 MY COMMISSION EXPIRES MAY 1S,1997 • AFFIDAVIT - -- - -- • • • • SITE DEVELOPMENT REVIEW SDR 94 -0014 MACKENZIE- SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 S.W. Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.100, 18.106, 18.10E, 18.114, 18.120, 18.150, 18.162 and 18.164. ZONE: C -P (Com- mercial Professional) The C -P zone permits a range of professional offices and related business services such as banks and small animal veterinary services. i r►» L ►' :J ■ tr ru: Milk ao 6 ' NI Nouispic it- ►o:E, 11A..i. PM >r 1► 4111 14 �- p t �, e I I a.:z2c.rr.mmiLa �lE y jr.' a . III! UUUw•FP111@I l� . \ t IN PM. .- .ilil : ,,. m. • ��1nJ I +4 ...'; tti WI �.r.. 1 1 1.1'0.1 1 >> ra ill .- arc ai +, i r✓1-r' A0r. — 0.00 r, .� � � ,,�� &{7ti■ j. . E Tr z_ r7S ,... R-25 urff,7" ,:::.:: :V. n i el (((((=�� w l�� �� glu „,1= , IH Ur- 1r,,u:3iuh Ira r F r ; el 1110 ° •ju te ∎ Vi 11itilr1HINIIPIit = terc, i i��! � $41,111 \% % A At ill nap, - + ��►",Z rxv 4 unuuunZ S 111111 IWO 1. .4. 1 'U i� 111111219%: rinse■ 1i A 4, � r.3_ C Q_d c rte. 4�ill1111i�I11 \. The adopted finding of facts, decision, and statement of conditions can be obtained from the Planning Department, Tigard Civic Center, 13125 S.W. Hall Blvd., P.O. Box 23397, Tigard, Oregon 97223. The decision shall be final on August 29. 1994. Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code, which provides that a written ap- peal may be filed within 10 days after notice is given and sent. The dead- line for filing an appeal is 3:30 P.M., August 29. 1994. TT7982 — Publish August 18, 1994. .i MEMORANDUM CITY OF TIGARD, OREGON TO: Mark Roberts August 8, 1994 FROM: Michael Anderson, Development Review Engineer RE: SDR 94 -0014 MacKENZIE- SAITO /CUNNINGHAM Description: The applicant requests Site Development Review and approval to construct a bank and a multi- tenant commercial building on a 1.24 acre site located at the southwest intersection of SW North Dakota Street and SW Scholls Ferry Road. The existing buildings at the site are to be removed. Findings: 1. STREETS: The proposed development will take access from SW North Dakota Street with a single driveway on the westerly side of the street. SW North Dakota is classified as a Minor Collector and SW Scholls Ferry Road, a County road, as an Arterial on the Comprehensive Plan. SW Scholls Ferry Road is fully constructed to arterial standards with a pavement width of 74 feet on a right -of -way of 90 feet. SW North Dakota Street is partially constructed with curb on the east side of the right -of -way and two paved lanes. Approaching the intersection with SW Scholls Ferry Road, the street right -of -way has been widen on the easterly side to provide a northbound right -turn lane, in addition to the entering southbound lane, and the northbound left -turn and straight -thru lanes. The applicant should be required to complete the remaining un- constructed half - street improvements along the frontage of the site. No additional right -of -way is required. In addition, the applicant has provided a traffic report prepared by. Mackenzie Engineering Incorporated, dated July 27, 1994, which includes an analysis of the existing traffic at the intersection of SW Scholls Ferry Road with SW North Dakota Street, and the effects of the proposed traffic with respect to the street intersection and the driveway connecting to SW North Dakota Street. The report concludes that the traffic generated by the site can be accommodated by the existing signalized intersection, but that the vehicles exiting from the site at the proposed driveway will experience long delays. The traffic report recommends that parking be prohibited on SW North Dakota and that a continuous left -turn lane be installed southerly from the existing left -turn lane at SW Scholls Ferry Road to the intersection with the driveway serving the commercial development across the street. The Engineering Department concurs with the findings and recommendations. ENGINEERING COMMENTS SDR 94 -0014 M- S /CUNNINGHAM PAGE 1 Along SW Scholls Ferry Road, the applicant should place the existing overhead power lines underground, or pay the fee in -lieu. 2. SANITARY SEWER: The site is served by the existing 8" public sanitary sewer line in an easement located at the southerly property line. The sewer was sufficient capacity to serve the proposed development. 3. STORM SEWER: The site slopes in a southwesterly direction towards the existing residential development located along the westerly property line. The applicant's preliminary grading and utility plans show the construction of a water quality facility and a private storm drain system connecting to the underground system in SW North Dakota Street. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on -site water quality facilities or fees in -lieu of their construction. The proposed site development that includes a water quality facility complies with this requirement. The final design should comply with the minimum USA standards and shall be privately owned and maintained. Recommendations: PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. Standard half - street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm drainage, streetlights, and underground utilities shall be installed along the SW North Dakota Street frontage. Improvements shall be designed and constructed to Minor Collector street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 2. The applicant shall submit a final drainage plan that details the on -site water quality treatment as required by Unified Sewerage Agency Resolution and Order No. 91 -47. Design calculations shall be in conformance with the general requirements of Surface Water Quality Facilities Technical Guidance Handbook, USA, 1991. STAFF CONTACT: Greg Berry, Engineering Department (639 -4171) 3. Three (3) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT: John Hagman, Engineering Department (639- 4171). ENGINEERING COMMENTS SDR 94 -0014 M- S /CUNNINGHAM PAGE 2 1 • 011 • 4. The applicant shall demonstrate that storm drainage runoff can be discharged into the existing drainageways without significantly impacting properties downstream. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 5. Washington County has established and the City has agreed to collect Traffic Impact Fees in accordance with Resolution No. 94 -18. The applicant shall pay the fee established for the proposed use. 6. The applicant shall underground utilities along SW Scholls Ferry Road which fronts this development or pay a fee in -lieu of undergrounding. 7. The applicant shall provide a striping plan for SW North Dakota Street between SW Scholls Ferry Road, southerly 800 feet to Springwood Drive, for approval by the City Engineer. The approved re- striping work shall be included in the street plans and installed with the site public improvements. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST 1. SECTION 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS. Section 18.164.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. i APPROVED: 6 12 / /1 Randall R. Wool l City Engineer n: \engineer \sdr94- 14.mja ENGINEERING COMMENTS SDR 94 -0014 M -S /CUNNINGHAM PAGE 3 MEMORANDUM CITY OF TIGARD, OREGON TO: Tigard Planning Department FROM: Maintenance Services Department DATE: July 13, 1994 SUBJECT: Site Development Review SDR 94 -0014 The Maintenance Services Division has the following comments on the above referenced Site Development. • Wastewater /Storm Division - John Roy, Extension 335 Floyd Peoples, Extension 340 Please make sure the drainage swale is private and is to be maintained by the property owner. The Maintenance Services Division has no further comments on this project. • • M E M O R A N D U M TIGARD POLICE DEPARTMENT TO: MARK ROBERTS FROM: KELLEY JENNINGS /CRIME PREVENTION UNIT DATE: July 12, 1994 SUBJECT: SDR 94 -0014 #1 I NEED TO SEE A SET OF EXTERIOR LIRTING PLANS FOR THE PARKING LOT AS WELL AS 'nit; PROPOSED LIGHTING FOR THE EXTERIOR PERIMETER OF THE BUILDING. #2 I CAN NOT AGREE WITH THE PROPOSED LOCATIONS FOR PLANTING OF VINE MAPLE TREES. AS THEY MATURE .'THEY WILL AFFORD c:. CONCEALMENT IN '1'.H.E 3 AREAS I HAVE MARKED ' :, ON THE LANDSCAPING PLAN PAGE. : ANY FOILAGE WITHIN TEN FEET OF THE BUILDING .SHOULD NOT BE MORE THAN 12" AT MATURITY. ' • • OFFICER KELLEY . JENNINGS CRIME PREVENTION UNIT • v • • REQUEST FOR COMMENTS TO: DATE: July 12, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0014 MACKENZIE - SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: C,1 (Commercial Professional) The C -P zone permits a range of professional offices and related business services such as banks and small animal veterinary services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by July 21, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Mark Roberts PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: Phone Number: I i REQUEST FOR COMMENTS TO: p L . DATE: July 12, 1994 FROM: Tigard Plannin epartment RE: SITE DEVELOPMENT REVIEW SDR 94 - 0014 MACKENZIE - SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: C - (Commercial Professional) The C -P zone permits a range of professional offices and related business services such as banks and small animal veterinary services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by July 21, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Mark Roberts PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. 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'• i CI CC a I-- O >- 0 PLOT PLAN 1 CASE NO. _ . EXHIBIT MAP SITE DEVELOPMENT REVIEW #94 -0014 REOUEST FOR COMMENTS TO: -e ` DATE: July 12, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0014 MACKENZIE - SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: C -P (Commercial Professional) The C -P zone permits a range of professional offices and related business services such as banks and small animal veterinary services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by July 21, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Mark Roberts PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Le Written Comments: ' �. ` I " w` �i �a, J r �") J -- Q cal- ' . 14"9-1-0S0 A A-0, v r Tv{ .I, ✓L �L�JrI it ,-7 A) 4 A /' -Cx_A S 1 `-f7f g, ��•' Name of Person Commenting: (. ,✓ 3 �-� . 7/ Zf /' y Phone Number: S 4 A S S — L-E-S S /() /' 1411 -7 1©1-1- -. . j ' • • REQUEST FOR COMMENTS • TO: -3 .A.d `'v C/L ) DATE: July 12, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 - 0014 MACKENZIE - SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: C - (Commercial Professional) The C - zone permits a range of professional offices and related business services such as banks and small animal veterinary services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by July 21, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 - 4171. STAFF CONTACT: Mark Roberts • PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: ibli ftJu_L.��L. Phone Number: X5 ijl7 v • • RECEIVED PLANNING JUL g 5 . 1994 REOUEST FOR COMMENTS TO: & ' DATE: July 12, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 - 0014 MACKENZIE - SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: C - (Commercial Professional) The C -P zone permits a range of professional offices and related business services such as banks and small animal veterinary services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by July 21, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Mark Roberts PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: l We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: VE -1- m Phone Number: P • . REQUEST FOR COMMENTS TO: r DC:kMe.— -5' DATE: July 12, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0014 MACKENZIE - SAITO /CUNNINGHAM A request to redevelop a site with a bank and offices. LOCATION: 12580 SW Scholls Ferry Road (WCTM 1S1 33AD, tax lot 2400). APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.64, 18.96, 18.100, 18.106, 18.108, 18.114, 18.120, 18.150, 18.164. ZONE: C -P (Commercial Professional) The C -P zone permits a range of professional offices and related business services such as banks and small animal veterinary services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by July 21, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Mark Roberts PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: .3 ai CYi11 r c / r I! 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X11 % ♦�� ��� iw• "� rs 9 4 11 HOU .11 � � � 17 : 1 aa11/IIp$ ? e.4 I111111111i► E : �� re ■11111111111 Q .:~ 1- 1Illlllliiffli 11 i LL 0 I- 0 • VICINITY CASE NO. EXHIBIT MAP #9 E DEVELOPMENT REVIEW voir • R . I— RR ' sc. FE LL S ,�V . - _ --� W -` -- . 1 0 4, , -- 00%:1,,,,, — vitl,w-W. -- i-- =--- 1 p i i ii iisirr -- < 0 ,_. se. .—... L = . L-R-t-- - 7 1 Z I Z I Q OFFICE LEAF I Q. SPbCE E 0 . , • -- .(5 . 40—e, f CC Q 0 o gee : ,. u.. O >- 0 PLOT PLAN CASE NO. • . _.. EXHIBIT MAP .SITE DEVELOPMENT REVIEW #94 -0014 I MACKENZIE ENGINEERING INCORPORATED LEUM(E2 OF 1112 , S V� DT T1 ft CIVIL • STRUCTURAL • TRANSPORTATION _ - _ MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN 0690 S.W. BANCROFT STREET • P.O. BOX 69039 RECEIVED PORTLAND, OREGON 97201 -0039 (503) 224 -9560 (503) 224 -9570 FAX (503) 228 -1285 APR 111996 Date: April 11, 1996 Project NurROPUNITY'gleMENT To: City of Tigard Police Dept. (to -, - r. -rid it alai , Lf Fr, Attention: Kelly Jennings /f PgOVi Project Name: Pacific Crest Partners /12700 S.W. North Dakota Please find attached: shop drawings X plans samples c - specifications � copy of letter - change order - details j 1 A!.. �� calculations i I X 2,= Number of copies: Description: (1) Sheet C - 1 (showing site lighting locations) X For your use - For your review - For approval - As requested REMARKS: This is for close-out o f design review conditions SDR 94 -0014. i / Y- -61Cle d -- t 0,QQaA fi� 1x�- `&t.OW (PA Al-- OK-- Ci L) e_ Copy to: q706(V1 � .(1 < d) Signed: Dave Williams/as sleCIAA ) 36/ 1 Mailed DM (x - Delivered (DLW ) - To be picked up 6 liA PiDig - 6 9 e ' \E li\1 ll enclosures are not as noted, kindly notify us at once. 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' ® ©l,4� ly . ,, t 21' /� F .- /4.5BAc. ,, I 9 0022. 30024 0 , I zo 20 90021 24 _ I 90020 ; `I C� I3 20 _ 30 �. 90023 I . �;� .> ' - I r7 r t 1 9 , • •$ 9 �" iii FOR ASSESSMENT • 18 ••i18og Go a PURPOSES ONLY T �=' ' �� I 17 1 , � GG; �� �� z DO NOT RELY ON 1 S.1�. > S� �, FOR ANY OTHER USE ' SPRINGWO(D , , a� •, Oo R ' DRIVE 3 - ' • oI o . 16 > ® ' I ` - ,N r ) � r� '1, 14 90013 • y - � 0 30015, 90014 Z til iV p 9 0010 9001 Y • ..- . . . ' - ' - Fs ' _. . . , ., , . • SI — w 0 90009 , 10 4 , . - ,.: . ., .. m I , � 7 'J 9C 1 e a Q` 4- t r 4� • ♦. * 6 r ', - � j - I ii. 900 '''s .. ' COMMON 90000 MEN > , • o �. • , 3 a . ; •411111 V) 49.78 it _ I ' I • .. 90 • I /4 COR \ t° 917 g . N B9° 37' W 1053 60 , SEE MAP - • \� ; ' �-' I 1 34C8 : , , I C° ? �- X n t"t r► Cr) N W A SHINGTON COUNTY OREGON , , M' SCALE 1 100' CANCELLED TAX LOTS WASHINGTON I01, DgF411TMENT OF L �„. '0' - SEE MAP e3• �� � . : . : -.. 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I sEE MaP �� I S 133RD (*sal c. 34a S ��A . • , i NW 1/4 NW 1/4 SECTION 34 T I S R I W W.M. o S I 34BB WASHINGTON COUNTY OREGON 53 Z P4 -tr SCALE I 100' = � 0 • \� ' f ,. ■ SEE MAP vi p Cr 93' IS 1 27CC J I- 28 27 _ + l Z L i. 1 C ONE STOGA SECTION 27 o. w_ ST S ECTION 34 in ' 40 -1:3 2 2 1212/8 r-- - R eb IS 1 3 1212/7 621 29 33 34` 500 208' SUPPLEMENTAL NO.1 O/ AC !, 100 0, ow 200 250/ AC CANCELLED TAX LOTS / 34 AC 401, 300,301, 400, 800, 2 84 92 33' 40' x • W x �Q !I- o w,o z Z v W > 4 ■ N 89 ° 41' E 208 33' 40' 11 SCHOOL DISTRICT NO.48 SEE MAP 1— __ 105650' - in IS 1 34 BA .1 N d 1.- N N V SEE MAP 0 m 5 I'8 N IS 133AA 3 m 4-- In c N N U I — 105615' - - - N a, K� . es?. -0---_____ S 82° II' 882 Ac. i `•-- 600 6 E6 1055 8I' \ 285 3E .� 127' CREEK 610 88 2853€ . 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'p .. .:: x; . . 1,'": . ..stJ et 1:1,41:;.: . ., k .. 1 ... , • . .p. . :P. , •k gt . . .: . . , P. . . . p . P . . ..,' . p. . . P .. ' . . f : . . . . . : . : . . . . I : . . : . : : ,...., . 1 : : , . ' ' . ' 1 ' ............. , . ' ...:'' 1 I :. . ' i... N ......." I . ' ....„.... 1 .::. '34 "4,44: . t" : i .4 if 4: . I : i : k4Ps. g P i 43 4 . 1 ' 1 )• : 14 i :•••••••••• H ii i' : : x F. (....: 1" t*.' I i t / L.,..4 I. ■ g i t I ; i H 7' :: 4 c .. e C I , .• ire . . I 1 I 1 : . . w ft i 1 \ . . S : . 4 . .44 1 : ir 4 . k , P i . wov..: 4 , 1 ............ 1 . 1 i . . 1 3,, v : :, . „ rill , pp:AA Pk ' . : , 1 GYPSUM SHEATHING SOFFIT ::1P *76.4, sottl.4,4 ‘ 0 I" ,n 1 • 1 l' • 4 11,1 a: 1 ti 1 CAP FLASHING 11 i 1 • V1V .-...-- --.... — —.. . , 14 . 10 ak 1 0 ' A1/4 0 r4 w 03 In 7 e) CO 1 ■••••••■•••■ )'' 0 0 c'•0 100700 4/ :x4 POST REGLET 44■■■ c [ 1 i ; 444 t illk F I' 1 I COUNTER FLASHING ; 7.4 1 0 1I, 2x12 LEDGER I 1;4 'HI-LOW" STD. MFG. FLASHING , tioN 1 (i) cm 1 1 \ A A t all I k *4 ' * e., * izon ..< e a ci. .......... 1I' ; i' 1 0 10 11"1 op IMPSON ECC3 COLUMN CAP ‘'‘-....„„......„,>, ,-.- 1 \ 1 :471; 'Z' FLASHING SET IN SEALANT to, m ca •• ,:10111'IP II I i , 1 44 7 4 , ki c An < 11 gIT: -- -- CARLISLE TRB 150 24 GA e (1) 4 l' il ! MO ,› i 10• , 1 itt L 1: D 2 eA ao 1 1 1 ..‘‘N.':i , 1 f i, T1 94 lb r r i . 2x4 FRAMIN \ 1:41., ammo C CD 1 <IC TE , C . 1: i . 73 i IN t • Cil C 0 G) 01 1 4 P #7-2x6 ON 30 lb. FELT & 96" PLYWOOD * AI -,." c.. ..., at. \ *1' 2x. III ..... *...1 ' ,i *. * I- ,....- ...... -.. -,..., 0 0 , * 1 IN11.1%614 CL g ex-.... P \ m $.. V. I ° . v• A 0 c 0 C N'i i . ' ' ' ',......,............ Vi Y 411 \ 1 :::: 1 4 1 7 4; , * I 2x12 LEDGER W/ 0 0 2 C41 t , II I 1 11 1 1 I 1 i 110, I EXP. ANCHORS @ 3' 0.C. 4* -II I N, \----„,„.. I . , z 2 0 , 414 - ..., TYP. r 1, ■• L 1 .1 2x12 SCREWS 0 EA STUD * td, i 0 lir -. lit; ! .., ---... i 4 O - . IC (p Vi MIL 3 , r ...< 4 6"x18 GA. 'C' STUDS 7' 4.4 F I t' , 0 0 0 . 0 ................- 0 , • , ..........,...., , e ' se. wr , *'. .■ 4 it .o. ... .., • : 1/2" PLYWOOD It! , ; X" PLYWOOD 2x12 LEDGER ......" _ ,... m• ANIII //a ' i ii•r. ea 0 _c A lilk 'N , 1 4 1 ... M < 0 . ... U 1 1 It. i ." METAL STUDS 0 16" O.C. 111. 2-1 CAP FLASHING ,, TYP> ,.. ' P. e t 1 ,..7., )14, ... t. , . . ...... A' V SIMPSON CC.3g -6 COLUMN CAP II I I COUNTER FLASHING 0 WALL 3Nx12 GLU-LAM BEAM [ 1 1 g ' ,' ‘^1 EIFS ON 1" FORM INSUL • . H lo . , .11 $ .0.4 & c —EIFS Il- . 3"0 STD. PIPE------ CARLISLE TRB 1601 24 GA BATTEN ROOF rw ‘, loal ,.... 4 -4 . 0 , p • * • • ), r1 - "Af.. ---- No 4/ MI , GLU-LAM IN WALL \ 1 I F li f in, I" ; Li fy . ■II l 1 i 0 GLU-LAM 3Nx12 A t _ 11 r < ....L., 0-- t , , L=1-* * I.. 1 ilh. i = Lim: 1 ...- ), irt ...- _ _ _ if , 'I^ 5' - 0" 1 31 „.4 " METAL STUDS IN WALL k . zo., — — , 4 ts' N-‘1' 4x6 P.T. LEDGER W/14"0 ' ! i il fil= r, BRG PLATE x6x14 W/(2) 3,40 EXP. ANCHORS 0 4'-0" 0.C. 4 o , i I ' H ,„ ,,, , i M. BOLTS STAGGERED i `'. SW t 1 ■ li I ' , il UMBO BRICK COURSE 1 a I N 1 r A )1,4 '0,74. 2x4 0 16" 0.C. —,- -.—... , 7ti 0,,o .,....... "...., EIMIIIIIN VIM . ,qt r ZZ A " . t , 0 1 1 ■ ii - 1 1 1 s ' • „ '* 7 4 St ; i • ei- . 1 1 NI- #9 GA. WELDED TIES 0 8" 0.C. * .11 )N.' , -...._ ---\---, :111 :,„ ■.„.„........ Y '7' N __I—EN iX' ; 4 ) , , 7171 — 0 \ , 1 ,,t * _ 0 . 1 1 , h ■......_ t 4 1 . L. ,1 111.4414 ,44 14■4111.14141141114Iii [4 n 1 „;..., ii. (2) #5 VERTICAL I1 6 Vale 46 ;---i' '71 441•1141! Z ' 11 1 -"•••••••- 1 '11 1 2 ' - ; FLASHING () < -: _--". gr ----- 96 ^ ___ .4 • 'i ■ 1 /2 1/2 SHEET METAL ROOFING 1 1 ' ' ' - • 5 — 11 1 ‘'. ' e J-METAL EDGE TRIM li • 1 ' .4, * ;a 4 ■ t ' • ase 1111110e ` n WIDE SOFFIT VENT 0 <': 4 .....- . 1 , 1 13 ' . • . ...., '.1" , . . OOTING 3 ' x.3* W/(2) #4 EA . WAY .........., . ,.; .. „ ),.. . li r .• 0_,...... .-- . ... 96 " GYPSUM SOFFIT (PAINTED '^ • ' 1 I *1 EIFS W/DRIP EDGE 4 ' " ' * 1 0 ...../..- . ': , • Y '' , ." '' ., ...NI.— WHITE) . P ., ..5• ... . . . . 4 - .13 ' " . ■•■ i •■••”■ CAN • PY ELEVA , ON ■■•••■•••••• , 4 ireealeal ,■..**•"'''.. 2x4 0 16" O.C. W/SIMPSON U24 1.41. . , Il „ II /1 1, - " 6 7 '-0" 8" 3 ' - 0" CCANOPY Sr...-:C7ON . CANOPY EAVE DLT--TAL . , AV4 1/2"=1'—O" 4 / AV4) 1 1/2"=1—O" — AV4 3/4".1'—o" ( i—i— 't 7 il tl I I. C trI0, , 4,. 4 ? , , • 4 tai e CAP FLASHING k «, ti il . GI t. 4 * 2x8 TOP PLATE r ^.... 0 ...-..., 1 r•': P e; 0 10 .- —PARAPET WALL BEYOND i -, o . CMU 0 ' ; ".! 8" DAL; 1 d 7 t b P ...t, . 1". )&- A ■■•• .• . ...„ ii ,o..__ .o.-- 4... •• li i ,.• '1 ;,1 .1 A. (2) #5 0 48" , ol. %Olt , !, CANT 11 :* ) 74 .• ti fOill I IA -. 4 I 70 ■ 4 . B.U. ROOF t r , 0 li 1::■ I " LI ,P tf #5 0 48" f SAW CUT 1/8" x 1/3 SLAB .. '` - . „ (1) #5x48" • ‘ THICKNESS 4.. •..., & al.w . . OA. *A. 1 :* 1.1 , • 1 9 h2 PLYWOOD LI I C 8x11.16" W/(2) X0 t.4 I ONCRETE SLAB .0 § I e . . , . A36 ROD 0 12" 1 4 -4, SEE PLAN FOR SIZE ; 4) !::. 'I A e lie, .. c i to 1 01 "1 4x10 BEAM $ *4 4 * CONCRETE SLAB .64' 'N. SLAB REINFORCING r r g 1 i l " CONC. SLAB W/#4 @ 12" O.C. O .• IV ata te ' at ' ta n rf -..... 0 tr = t4 r SEE PLAN 1;4 o ,„. !r I : 0 1 i ■•• 41 41 94ti $41 , 1 4 • • 4 " te 9•1 . . 2x4 BLOCKING —...., ,,....,H1/4 ...... , • ' EACH WAY t r , ,•„„_.,.,, [1 .,,,,,,, „_ ..„,,,,......., , * 3x3x W /4"� EXP. ANCHORS ' 0• 11 : :: ;:92. ° ! A 1 , e t . • ... • -co- 1 . . ‘4 v, ..II '•'• • • V if --------- ------------4x8 P.T. LEDGER W "0 M.S. i u2 t Li' i' . 1.:4,,,, 1st \ t's 74 4 % - ?; - .;Z`"443 - na - tarGhOniMi t i 1 1 * t 0 12" STAGGERED OARSE GRANULAR BASE of . ;0 t. ... IN, 1 0 AIWA"; ma '4,..."...-.1 I r' ' ' .r. ' ; ' : ,,, ,,;. • ,1% • ...K.92b,, ,— t: . 40" TJXL l , • ,i. • - .'" ' - ' 1 8.. '.; ‘''frE;.4:a:.::11.1:: 3) #5 CONT. , #4 0 18" 0.C. :: # 4 :4,:.....:4. i 4.4141.4'.-- 5 • 0 8" C • - . '4 11 '‘. - . 1 4 "0 A36 RODS 12" 0 + 4 1 '—o" , , • . 1 All 10, COARSE GRANULAR BASE A' 4' ' .4 g 1 ' KEY JOINT U ,■• 1 " 7 4$ SIDE e Xx5x7 4, EY NT CON .. .. • . :',, , I ...., : . • • ..0 Q ..-.,-,,,, - 1 - ,(ycKVI.4 , 4 ' '' rN 1 " '! • . // • * \ k. BASE e Xx4.5x5 * IGig. .. / f,, ..- . ,,,,, r . •••• ...... 1...m...we r4. r oc4.1,'Pc . . , C.1 c' r. ' 1 c'oci . ' ki • • :.• 1 .M' "' o I ^4 0 ..- ' • ' • !' • • 13 I $ ; 4 g *SEE PLAN FOR THICKNESS riT,' ' ow • 1 • 0... ... , i - ,ii • v. s s. - :-. j, , -- ( .- 4 CANOPY MGT= BEM CONNECIION Aelik CONTROL JONI 6 CONSTRUCIIIIIN ii.i 4111TRASH ENCLOSURE . ALL SECTiON (7FON PARAPET DETAL i ...,,,-- '—'• t \ ., • ! AV4 1 1/2"=1'—O" AV4 NOTE CLEAN OUT JOINT AND CAULK 3/4"--.:1'-0" AV4 3/4".1'—o" 3/4"=1'—O" AV4 3/4".1'—o" =,—,,,,.,......,, , .....4.:4.,„„.•. , .. ,,,,, ' .„. " [ PARAPET WALL BEYOND / . 2 / • . 4,,,,,,:0,. . r1i0 I' 60' r t '. 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B &B i LLi R � Ag w_ -- 0 • , ,,,, AA u i ss ak. o STREET TREES (under overhead wires) - fr 0\1 _ i ' , ® " rw�ai� h PRUNUS SERRULATA'KWANZAN' - KWANZAN CHERRY - 2" CAL. B &B i �_ -� � y , �s� ACCENT TREES — ... willow ACER CIRCINATUM - VINE MAPLE - 8 -10' �_ I rsss►r► x _ma ,c k , �_ --� J 'r► t"ar/ i ! BUFFER TREES w►�si �_f � � I�� -�.. j� a CARPINUS BETULUS 'FASTIGIATA' - EUROPEAN HORNBEAM - 2" CAL. B &B _ � ' ' r /� ' , ` 1 ..• -~- I ' I S SHRUBS / GROUND COVERS a_ i ■ , . . �!i a SCREEN HEDGE PLANTING ` ' �"1 4 0 ■ - --- - ILEX CRENATA 'CONVEXA' - CONVEX LEAF HOLLY - 15 -18" ''' PRUNUS L. 'OTTO LUYKEN' - OTTO LUYKEN LAUREL - 15 -18" , , 1 � ' �� :' _ I GROUNDCOVER PLANTING I II 18" ; _ � \ 1 _ ____ HYPERUM CALYCINUM STJOHN SWORT - 4 POTS - 18 O.0 - - 1 1 ; I ' Y COTONEASTER LOWFAST - BEARBERRY COTONEASTER - 1 GAL. - 5' O.C. ANS . - - � �K � _ — I /► & ACCENT SHRUB PLANTING 4. 'R v � � _ \ �� �-- � � I 1 . ..A 4 � VIBURNUM T. 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C I v I I I i MACKENZIE /SANTO & ATES,P C r' I � I v 4 J I s-c- ' 44 1993, ALL RIGHTS RESERVED C1 MA (THESE DRAWINGS ARE THE PROPERTY OF (1,, CKEN AND AR ZIE /SAITNOT O T O ABE SSOUSED OCIATES. R P R C (M /5 O- A) r I DUCED IN ANY MANNER EXCEPT WITH THE I 1, T) ! PRIOR WRITTEN PERMISSION Or= M /SA I O 1 SHEET j I I I Li I � ' z i I : I C LA NDSCAPE PLAN 1 20 - 0 " 1 1 (� d I I i 0 4 Mike Faha and Associates 1 z i NOTE: ALL LANDSCAPE AREAS SHALL BE IRRIGATED UTILIZING Landscape Architects OF 1 A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. I I a 800 NW 6th Ave JOB N0. U- I Suite 327 . t_LJ Portland, OR 97209 s O Phone* (503) 222 -5612 294149 �I /;' o Fax: (503) 2 9251 i. 1 I • . AS FILED FOR SITE REVIEW/ 6- 24• -94• ., I ... 294149 \ARCH\A11DWG LTA 06/24/94 12136 1196,00 ,,..._ ,......= . __ ,e•ra t• r - "..,..,- s , .., 1,- cr .-2,-.sair . liairt...r. "Mr, ler..--.7.,— -=',"= . a ,..... ,...,,, ,-. ,,,,,,,,,,`. 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I; V ii Ns" ii Ni L ii il ^il irrAi rl'ii ii` r ii V ti'.4 NNi..,74i liAlL.A..—A relb , p, ti OWNER: PACIFIC CREST PARTNERS ' . 1,...2.1 . , TS TITLE SHEET 1 . , , .. i, ......., I 911 OAK STREET „. x , \: , li 11 HOOD RIVER, OREGON 97031 „el' "..' CI SITE PLAN 71-7,-,..„, * , / y 1, , \\,,,,,• • ,„.:(''' ' *.,-,,, viancouvw. COTACT: DAN BOYDEN * C2 SITE GRADING &.- EROSION CONTROL PLAN /)/ ''.,, ,, ii'f :it i .:: i 'X' . \ ... i '.i i„ .....” "ii N/ Lo ... P TEL (503) 386-6333 --4 * C3 C4 SITE DETAILS SITE U ;1. 1 T I PLAN , ........ . . • A, , ---- 4-i.'"•■•,,,,,,,, ti .ml, ' ...., - 61. • ran= , , , 1 , ' 4 * ' - FAX (503) 386-9375 41.• ,-0 ) r") .... , a9 .:, ' 1 - - . „. .. , ! 0' 1 ...._.. :,,• ......,,,,,, ,....... ., * CS-1 HALF—STREET IMPROVEMENTS PLAN i P a SO '' ''' 'C ' ,... •-■ poi - , .'•■ . h 1 P 1 I . \ , SZIE ' ' ' '' 'N. k • I ••_.: ...,,,,......1: k...— * CS-2 HALF—STREET IMPROVEMENTS .. DETAILS ., „,,,,, , , 1 , • r - „ CIVIL ENGINEER: MACKENZIE ENGINEERING LI PLAN TING PLAN , .• 0690 S. W. BANCROFT ST. P.O. BOX 69039 lbs .5 weal 0 , , ' I 1 0 fa.:0.,,N ,, L2 PORTLAND, OREGON 97201-0039 IV , 0 , , /- DETAILS ‘ CONTACT: KARL KOROCH (SHEETS CI —C4 CS-1, CS— 2 le wavaig,,* e, , ,/ ...., . . Al BANK . FLOOR PLAN 8c ELEVATIONS , tl TEL (503) 224-9560 ,,,,, i ' 4ffk • ..., ,' 17 0 e A2 ROOF FRAMING & FOUNDATION PLANS [. FAX (503) 228-1285 • ,_- ., 1 6 ' ''N I, 4 M a s a n ,' L O aArlig \ ,,,.... ''' A3 WALL SECTIONS Cazicanwia) 0, , . . , A4 DETAILS 1:, ■ . . 1, . . . , i -„•,.• • 1 . ARCHITECT (BUILDING SHELL): MACKENZIE/SAITO & ASSOCIATES . • • , \IL,Sirifirard 7 I 0690 S. W. BANCROFT ST. P.O. BOX 69039 Wawa@ t frl . A V1 VET: FLOOR •F-)i PORTLAND [ ' P r OREGON 97201-0039 A V2 ELEVA P , ii : ONS .' .,. i• i CO TACT: A V3 , , • • „,,-, ,-, -?...■ f! ' ■ — N A — 7 ' PL ROOF FRAN'. AL" a r- uuNt.)frk i .ON PLANS , , . , . DAVID WILLIAMS (SHEETS AI —A4, A VI— A V4) ,,,, DATE.- , DET AILS 1 .-- i 0/10/94 1 ' TEL (503) 224-9570 A V4 SEC TION ..(". it . • l , , DRAWN BY: • FAX (503) 228-1285 , 1 , i. i I BANK: FLOOR PLAN & RDEFLECTZ.-_ CEILING PLAN 1, • , ." '' T2 - LEVATIy2:.. _ & Sc.0 a IONS , CHECKED BY: , ,-- '7 r t , ' i D W • . T3 DETAILS ',' , {.■■••••rommwr i ■ , r LANDSCAPE ARCHITECT: MIKE FAH A & ASSOCIATES 1 ,., .1 1,,,,, . REVISION . 1 113,,,,,4!' F.111, EDITION - 1 - 1' 1 L r -':---' ' - -4 1_1..'iTlii/: ' AQ 1 ... 4... t.. • 4., /"--", r ,, ' 4.1 i 4..1 L.., 1 800 N. W. SIXTH AVENUE, SUITE 327 , r5E,9,,, d 4 -4 . 0 11 CLOSING Ii , , 1q1', `q.160,11 tl . I VET: COVER SHEET ,,,, ,,„ DATE: - . 1 ,' c) PORTLAND OREGON 97209 , 1 -, r 2 FLOOR PLAN ,,._„,... , , CONTACT: MIKE O'BRIAN (SHEETS Ll , L2) ' J h . 3 REFLECTED CEILING PLAN r ....., ,___................,, TEL (503) 222-5612 !....4......,L.„„_,_, 1 . CU , _ 4 IN TERIOR ;ELEVATIONS _ p,....... r) 5 mr..4 INTERIOR 4, ELEVATIONS & DETAILS , ,_...., . 1 1.1 i• 1 LICH TING --‘,&: ELECTRICAL PLANS t , .. 0\ ARCHITECT (BANK INTERIOR): 1 ROMMEL ARCHITECTURAL PARTNERSHIP -.... 7 FINISI--1 & DOOR SCHEDULES l. '-'7', ,,, cf) , h ., CU 1020 L S.W. TAY LOR STREET ,_r.....„?....... 1, . ••, ...... ,- , , CU 0 OREGON 97205 . , .. .,1•._...., li ; 1 ' • 4 h ,1 ti CONTACT: TERRY W. ROIV1MEL (SHEETS T1— T3) , rr. . 1 , c=1 - ' TEL (503) 227-5844 . . . v ,. 0 i ,, FAX (503) 227-8490 ' l...0 t°. 1, SHEET * THESE SHEETS ARE FOR R . ) , , I , R4 . ■r REFERENCE ONLY (THIS WORK WAS BID ON 12-14-94). ‘,4 • t 117 S.E 122ND #2 1-• ARCHITECT (ANIMAL HOSPITAL INTERIOR): aRUCE R. SCHWEGLER • ri ' , . . ( t.' , 1 ..‘ ..• — f TS t , . T ' '' * . , . PORTLAND OREGON 97233 2 . CONTACT: BRUCE R. SCH WEGLER (SHEETS 1— 7) . t , . OF TEL (503) 254— 7206 - JOB NO. ON ; Cu PERMIT SET 1 2-29-°4 ‘ 294149 ...0 r, 1 111111U1111 .41 ■ -ie-e-.%-s4 . , , „ , . . , . „ .„ . „„ ... , „„ ..,„ „,, „„.„„.„.„,_ „ .,.„,„ „.„ .., .„. .„„„. ,_„. ..„.„,.,„, „. ..„.,.„:„, , „.„,.. .., „,„., „, .,.....„„ , „„ ...,,,.„.„„ . ... ..„,.. . ,, „, . ,, . „ _ . • ., ,. ...„. „ , _ „ „ „„„ , ...„..„ ......., „ ... ,„ „ , ..„. „, „ ....„-„,„ „.„ „-,, . ,. „..... ,„ „.. . .... ... „.„--„„ „ „.. ...„_„.„..„.„„ . , ., „_„ „ . ,.._,.„, . „..„ , . , . , „ . . . - . _ • . - . „ .„ .„ I . , . ; ... , . 1 , , • It Is 1 0 11 . , . 1 . I • 1 In . 01 1 , fi-ij [; 1- ri GI L( p po Go 0 I h < 4I 01 v''• 1 l fl i -•'-'6. .... x 0 • 0 s t 1 i o co c.....„ 1 c ) 0 1 . .. (1) • 0 L.. 0 i l < sl , , • ......, , ... 0 il _!..j -i..- 0 CI X UV C Pe) <4 p fl --- 0 5 if......41 , , •........ v; . ..., . , , L ...c., W 0 0 N / i • ''... 0 Ca CD) CN IN L ) te E 3 .. [ ›... .. . .... Le) •"..... \ maim. Q ■ i C .. 0 0 1 ° ._F 0 - C 7 T 1 , ' < -- (3 0) .. t 0 P L..C.0 0 -IC P E DATA WI , , P M • •43C 1 ,,, „.,„,„--• • -,, „,,,s , . „. , - ,. .; . . . , - ; .; „ . , • ; - ' - . . ., .„.„, , - • • • • .,,, . PRIOR REVISED ti _ .- • . „...••• ,, , , , • .. • , ~ , . ,,,.. „ - • „..„.• • ' , BANK 359.3 SO. FT. 3,840 SQ. FT. •• „ ,„. • - , , ,. , c I , .„-- • ' - . , .„„•; - - ;' -- ,, .. - - RETAIL OFFICE 11,156 SQ. FT. 11,990 SQ. . \ .. . , .. , • , ,,,,., . ., , - - , 1 - ,,, = [ . , _ ,„, . .„.„ - FT .., • ,,. ,,,.. . ''' ' '... ' • . . , , , . ,.,,,.. .,, „. vor • ^ •,', ,. i TOTAL 14,749 SQ. FT. 15,830 SQ. FT. I ; , FL 61 11 3 . , • z ,,,„„,, ,......„..,.,,, :: d ,,„,,,, ... ' . .' . .,.,• ` • .. ' " .,., ,,, . ,...„,. '' .. , PARKING RATIO (4.34/1000) 63 STALLS 63 STALLS h `6"' t . 1 ... ....---- .....-- - , ,,, ...... . , . ..„ ... ,,... . •.." • ...,,, . ''' - ;:..,..;. ' ,.„ , ... _ ,. ..., .. .. ,. . ACCESSIBLE 3 ., ., .,... ,. e , - 1.1.... „ ,,,„ ..... ., . ,., .. .,,,.,..,...., ,„,.„... ....-- „. • - ..,, < • „„,,•••-- ,.,. • • • • ' . , „ ..,.,, . ..„-- ' .,„• , r., ,, n ,..:45.1„..:, ,.i. ,,,....',.‘, r,...„ ,,.,,.,'."..' - '. '. - .. . , ., ,. - ...• .. • - COMPACT: 17 34 -6...„,.. . . . . ...„, „.„ , . „. ..,. , '` ., „. , ,.. ..„... , „,e ' ' ' , ' , e ,•• „ ,,..,,.1 „. ,''' ' . \\10., , - . . ,,... - ,,,,.,- --`'• . ,. „. , - ..„ • -- . - • ,,,„ • .,, .. - -„;•',.„,,., STANDARD: „ 43 26 , _....,,.. ." 0 - , ,.. , . , - , „,,,.,...,.•.... , .,. , ,....,. .. ,,, ..,., ; ''k,r SITE AREA (ROUGH ESTIMATE) 57,500 57,500 ki . ‘....• , ,. .,., • ., .•. , . , ., LANDSCAPE REQUIRED: 8,625 - 15% REQUIRED 8,625 - 15% I; (..r.„, ,...„• • - - ,,,,.. „. - „ - • • • • l• ,.. -.• - • ',1 : PROVIDED: 14,884 - 26% PROVIDED: 75,670 - 27% . ,...,., • „,,.'•.'..'•' 4,1', 41 >1L4/ • • . - . . „.. „ 4. ••• i l i no' „ ,„----' • ., • ...„„,.. I . iu .,. ..., , ...,..., 1 ZONE CP • ... ,,, .. • - - 1 .: k......d ,•„,‘.,„,. „.,.., ,1•,,, ',.',',^.",... '''' . v ■ u • , , 1, n, 1 CONST. TYPE: V N , . -- ' - (8 • • -----------. W ALK . ' OCCUPANCY: 82 ,,.„, ...„.„- • . ., • ' , • (.....) ..„„...• - , .. 1 ..n..,,.., ..„,••••• ,. „ - - -' '' • ,....., ... - - „.. : .„..•• - - ..,. ,„ : • :1 . r 1 ...L.. ;; LI , • ,, , i ," i 1 ; . r, • ; (....) . , --- , . . 1 11 . P .....r. _ , ---; -- 4 .-- 1 \ ,\\\ \\ \ \ • r , .1 r 4 . ....------ 4 . P, ..--- ......---- ( s ,; ; li 1 /.,/,...,...,, ',..--., . 4 rt li ----- .---*-.-------:-..'-'.------.----.- -11 ------!".'':::/---- 1 7 12---------;"""w5:------;---f' :1-''4-1.5'1,,5, _....' ''.-----' ( .1, ' l -"j: ::, j ,- .- o :c - .. :... - , - , :: ::: : ::.,..: H--' - ---1'4)71c s----------:°'----:1()-: ..: (NON -SPRINKLERED) 11- --- ' SIGN ''. l''\'.1+ 11 s ' r i , - 26' -0" 14'-0" I 4' -0" t 26'-0" 4' -0" . ' 0" I i 0 , 11---'-"---1" oi1H1 Alf 11 I 4 t 1 - -4 , - SEE DETAIL 8/C4 : 0 - • I q , d i L - -9,; r," 01 to ' r, 0 . . Z. 0 a: 1 4b l co , , , '. . ; 11 . 40 1 i 1 ■ ,--Th 1 1 x k . L o, rv, r, .,„„ ,,,,,, „„ - v ■ ., co c, \ 1 \J 1 1 a _1i -0 ' l e l . . , 1 • 1 f;=N-fme-N717... 0-"--.• il t• N .L.... 11 i; iNN.,./ a 1.....Cimi) 1 t P i t - - x , 0 , .,... 7 1 , , \ • ,, , . 7 00 II .1 00 • . t; t ...--.4 1 , . , 4 4 c) 4* . . : - 0 4 - [ [ L c j , , , 1 c,. 0 ' p = , ., ris --'.."-----'"'""*I",..1 ' 1 _ 14.1 i" • 1 1 .......„ ....•.?", - -..4., IN ' l el 00 . 00 ..---,, t CV - R 1. EXTRUDED CONCRETE CURB. SEE DETAIL 2/C4. , 1 , ; , I !,-,...„:„ --„„,„,,,,, ,..--- 1 14 ,' 4 0 !I 1 %. 9F. H. 2. 4" WHITE PAINT STRIPE, TYR t r. a_ a_ ^ - cc i , ,, . 1 ......." , 64 \ ; - (..) ,. , . , (c) ....... . f 3. CONCRETE SIDEWALK, SEE DETAIL 1/C4. 4 1 20' -0" \ , t......,.„--....-_,i '' 4 , , ;18S I ,--,, 0 ', Z 4 DISABLED PARKING STA . 11 1 ii . D t i_ 11 .4, t 44' ' • , s.._,. , . . LL . 1; - • CN • ' 4 I ii 5. SIDEWALK CURB RAMP. MAX SLOPE 1: 12. -J - c:)1 • • h i . 6. 7'-0" WID:-.7 STRIPED CROSSING. 6 fl 0 i 0 1 , 4 4 > ; ' i . 046 .. i \/ , ....0 I N. 1'. P ' • . , 0 11 , \ . . • ;''... , $ .'' 7. 6'-0" x 6'-O" PLANTERS (EXTRUDED CURS). ; 6 ' C , i f 8. BIKE RACK. SEE DETAIL 7/C4. tr:" i . F. 231.50 (,1' A,,,,.,..0.,,„, ',. .., .- .-.7...NI: . ',e, '', ' Z ' ''' .:\ N 0 I ■,' r4 I! • \ 1 I ■ /..'*'€ ..illtsN- -" i 1 4 \\ -.`•;,\•\ ,\ ,;•--. - , , 0,-\ , .., >7* Ily- N ,,, , . 9. ASPHALTIC PAVEMENT. t di 4 '' ,, ocs. i t t 10 .rsd..;,'t „,.... ,14.1 .,, 1 • I C. LANDSCAPE AREA. SEE LANDSCAPE PLAN. ( ) • , . ,i 1 1 COMMERCIAL 2 1 : 5b , w D E p D R IV c W s ty ° EAwPARLOKN PER CITY T c . s ( SEEEE PUBLIC S f sT T R R E E E E T T mAIMpPRRoOvEVEmMEENNTT PLANS) 6 ' - 0" iP 41 - 51 , GO 1 - • 1 . i , 1 ,...j :1 ---dif- If-- -- tks r o; , ' '20C .7 1 13, CURB RAMP PER CITY STANDARDS. 1 Ca -- 0 tl 4C . , _Is; • tl , . L ----re-7-7------------Th -N tv o i I 14. BOLLARD. SEE DETAIL 12/C4. .1 1 , ,..j ,.._,, ;f426m1"5614 ""r"" /:i. ''° 461: 2 • , I\ I . H .. i44„i, -- . • I „s_i_ r.} (1- I \.. - 4.) , r 0° f 15. CELLULAR ONE EQUPENT BOX. ' IM 1 LA t 1 c , 1 ,, ,- --- ;NA4 [i 7„..... , .4,W „.}.... A \ . 0 0A .e..."'. 0 0 1 ' 1 C 6. 45 C 0 ' ELLULAR ONE P OL MTH L IGHT 0 20' 1 f 0, i- 1 in 1 b . M-/2"/ - 0 0 - 0 * 4844 ' , t t - 1 N j ) (i) • 1 ' 1 11•D I 1 . / ,. FC 4'.' 1 • reell• 1061,-, 4 17. 5 WIDE ASPHALT' CONCRETE WALKWAY(TEMPORARY). 18. 5'-0" X 5 -0 CONCRETE PAD I . , 1 0 ; "4 ' to to re) C `I • .< 1 ' I w 173 .isl (4)SP(48 '8" = 3: -"--21----\29------"-s-41/4 ' -8" , 8' -8 ( 7- 1, .,0 ° C)" 'c' (1 1)SP@9 ' - 0" = 99 ' - 0" ..., ...--H ,;.: .;;..,'- --..,..=„ ,,......2% EDPE-0E__,„.?-WS-A-VT # - .11..... _ --....^-=--- , ' 1 , 1 , . ....,-:," 0 , . / ....... am e, 1 , L 6) . , .. 110 • '` < ' 1 1 • , irgaaagxFFp--4,.;.,74,...7. .' sr 3. N 4 ■ 17 „ ,.. • ,; . r V \ , 1 \ \ Es I 7:77 i ; 0 . , •, • . • Ill c• , i 1 . . :1 I i 1 TRASH • ;,`. .. . I •,, 11 RESIDENCES c.t) 4S ,,, ..., „-; , ,•' , • , ,, ,, . ' , ., ' il 1.. 4S It . ..,..- --.._=.--._ -L.--.. -.L.-.. -_-_--... ------...r... --_,F.L.-_ . .. . , -.....t.. em-2Ja• ,..--- --,_„.....m ..__,, ,_... ,..„,._. _...- ._,- ' 4.-- ' , 1 , If f ----------,--- i , _, ,.. . , 1; e „ . 0 1 1 ' m ' 3 ' 4 ;,;, 0 .;!>;,`,',•:';' ••;;':- - - -;: • ;:- -`,., -- - , - • ;- , ,- ;:;, :- '-,- - - „,-, - .-• .r: - - .;','-. „ - ' ,;;--..-, --- -' - - ,',. - '., -.- - ' ,':' - , --,. ;;-- -.;‘ , . , : • ' . • .1 , i Ala e 'r'''' --7:‘ . ' "V.' - 4111- ' › i ,,,,,-,,,,,,. P'.' . •J 4 i 7 1 '"- 7, ' • 1 > h q '1 i '0 • . • ' K ' =WA= • , fl ' • i 1 ..,1, ) . . . ' • • . • . I • . A , ■ E01 0 . : . , A . - , . 1 :•11 \ , 1' , , • ---I-t-- Il l l' ' ,' ' ri 'I t I , , FUTURE SIDEWALK FUTURE PARKING : .. ,, , . •. ..i , • :1 ; ' . (14 SPACES) ;.` . 1; • . • . 4 4 4 i , . 0 9 . , ; , , . . . ' , > . , • P e) i , 1 , . . . . ;9 ( f ) 1 VETERINARIAN .. ' FUTURE . t ,,, t! ' • OFFICE. LEASE SPACE ; A t ; .....6. •1 F.F. 230 . 80 , , 0 i 1 1 i . , 1 s , . , , 1 1 i 6 . ' 1 - r NI,/ . , . , ^ r I\ SS /SLD /ON H i r i 1,l'i il , r 4 . 1 4 , .4 , i ' [ -.1 , . ,H e ,' ' • • 1 • . , . ,, CHECKED BY: < 1 1 . , I --... ( *-05 , . , t . 0 . ; ; . ' , • . v' ; , • H.72.,..ii. R ION _ , o . • , 0 ' . :. 1 . I ILA 01; t • ! ■ ir t I :; i i . 4L 4., J . , ,N,.............-.... , '44,4 , . s- , , l ' ... EDITION ; , 1 17" , ..., , ErF.1.1[1 . ; i• 01 ..0 '-z en u . o I , • • 1 • r 1. 7 ., "§ CLOSING ! 4 ' I ) 1 , < , 1---• -----7--- i, f, z ; t; t • ; f , C) i ,', 8 \.„......, 1 ).,.., ,_ ( .. i GRASS LINED SWAL _____7m CNI . ' k A r,..,1 ; C) ti,.. - . ... _ . , .. . \ t ...4 . 1 ! 1 : ' ,..." I l i : . 4. 1----' -'----- , -44•,. 1111 . ., . ,...„ 4 1 >F. H. - _...1. - 1 r / r -- , 1 :i .. I' 10 S 69 49 12 W 240.00 . ' <, , , ; , • -t. • • , . I ! 20' SETBACK LINES 4 • . • il r7"'"1."" , . k . ,.. .., . . . ,. ;., . [I q P, I; 4 , , : 1g , , ,. . 1771 / - z 1 A; (-:. . ' 71 1 . L. 1:: , 1 1 v %........a 1' 1; 1, ,I f, .......w. ti • , 4 DAYCARE FACILITY . . „ , . . li. •,_ 1 [1 , t; • ,: ii 1994. ALL A N LL ZI E/ H I O i ' a ii (11 • 1 v O E C D IATES,P.C. (1,,1 """•,ii . 'I . Li k 1 HESE DRAWINGS ARE THE PROPERTY F 1 , MACKENZIE/SAITO dc ASSOCIATES, PC 44 S V AND ARE NOT TO BE USED OR REPRO- i. UCED IN ANY MANNER, EXCEPT WITH THE ifIl ` e P t PRIOR WRITTEN PERMISSION OF M SA . P SHEET 1 1 , i; 0 ,, 1; . , q , rim7LE,=, =v1 A Wl ro i 1 vi...Av ti ii L.MLN , , L.s 11 , ' 7 ' .., t . f! . , e Pve ' 1"=20'- 0" , ' > , ; q )---, ; , l OF • I . r is V il I i 1 JOB 1 PI i °\ ,. PERMIT SET 12-29-94- (I 294149 ,.,1-. : 2 c . . w ="7 . p."In , "i 1" 0 " 4 i ,,,I -.P 1 il b - ti , , , , „ . , „ , . , „ . . . „ ,. ... . , . ' ,... . , . - „ : „. , . . .... , . „,„ „ .. . „ „, . „„ „, „ ,. , . , , ' . . . . . . . , „ „, ..„.„ - . . - ....„„ .. , . . , ., . . : : i € E RO S ON CON N STOR • DRAIN AN INLET PROTECTION ECTIO 1 PURPOSE: , • Is 1. Construction activity to consist of new building construction, TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO I and utility work (storm dra in,sanitar sewer, wate gas, PERMANENT STABILIZATION OF DISTURBED AREAS. paving, Y f Y ` electrical, telephone). 1 i ' 2: Total Site Area: 1.32 ac CONDITIONS WHERE PRACTICE APPLIES: WHERE S TORM DRAIN l ` Disturbed site area: 7.32 cc ± u7 N INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE DISTURBED DRAINAGE AREA. I ; I- Q N r I : 3. All trucks transporting saturated soils from the site ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN C ub i ' shall be well sealed so that wate seeping fro the soil cannot EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. !+ u) X Psi drain from the vehicle. If truck is not sealed, the loaded truck is ^ . 2 i required saturated soil has been reduced to less than one gallon per hour NI ired to rema in p un t he wa d ripping from the DESIGN CRITERIA /SPECIFICATIONS: O 9 • q before leaving the site. SEE DETAIL 1/C2 ® v / 'FOR STORM DRAIN rNLET PR OTECTION. a - d , BERMS MAY BE R EQUIRED T O DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS I ` 4. Effective erosion control is required. Erosion control devices `"' AND PREVENT BYPASSING OF THE INLETS. I~ t w +) X must be installed and maintained meeting the D.E.Q. requirements. r , .-4- " The City T NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOW D TO ip Q �- © , Y ma Y, at any t ime, o rder c orrective action a stoppage PP g e or ' ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST , n L work to accomplish effective erosion control. BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN Q - l THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. O O : 5. E ffective drainage control is requ ired. Drainage shall be _, $; ,; T s • controlled within the work site and shall be so routed that adjacent private property, public property, g ys a krc.,w, " c and the receiving system m a i : �. STRAW A�E SEDaTEN i are not adversely impacted. The City ma y, at any time order corrective " ° »° - '; PURPOSE: r action and stoppage of work to accomplish effective erosion control. ; . _ .r TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY I 3 • M "' `' , :_~ f E: P ROVIDING A TEMPORAR PHYSIC BARRIER T SEDIMENT AND REDUC RUNOFF i ^ ' , i } y " . • ` ; w °,`` .'`_ ,' VELOCITIES. Z L. ' ® O . ..: i ' ` ;:d ��, ® CONDITIONS HERE PRACTICE APPLIES: � .. � .,i ` '"' - C V •- , i L EGEND _ ' s �_f MAY BE SUBSTITUTED FOR TEMPORARY SLDFMENT FENCE FOR INSTALLATIONS O - C r Id �`<r,., ° >. > 40 L AL FEET NG LE- MIL g� S , ; ,M,., � :..r, RESIDENT OF LESS THA CON STRUCTION 200 INE Z,VITIES AND FOR oN SI EXISTING FA LOTS OR OF R 2:< ECORDDUPLEX . <C ®T3 r - r ,. EXISTING ING CON l Oul? w rc rc » , ,. /.. • Vr �a - �' -. yr - �` • �.» M ' 1. AT TOE OF SOILS STOCK PILES. h -,.........„-r• ,, . ° w , ,, , "� UNDISTURBED }; IN EXISTING, DRAINAGE D,TCisES /SWALE$ USED TO CONVEY 1 �. ,.� ,,.,,.. mo w. 230 PROPOSED CON TOUR � ` , ' " " � ' �" , Nz :� DRAINAGE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED x r ° _ `�; '' ' � �` »; • '• .; %.• • .4„ ; . ,d�f" BY THE JURISDICTIO t' • 231.50 _ PROPOSED SPOT ELEVATION ION - _ _ r - r y » r , ° ``' DESIGN CRITE /SPECIFICATIONS: w ' L L. 3 / f ' >w.i > ,., n r „'�" r'�•''� �,., v.....,,......,.... ,,, . .,,..,� ., ., 'tiy i ' ' is ```�. ' \\ .. , { y�; ` 0 . I • • ��- T U' 44 SEE SHEET C2, FOR LOCATION OF STRAW BALE SEDIMENT BARRIERS • W 01 ; ` _ E N ALONG SLOPES AND CATCH BASINS. • • • r . .r'' M � .. : : : „v'. ' , ` .., :.. _ . OF WA \ \,.,,,,, z �` x .. " _0.0-... � ' . • • ;.: BAC ;rc II li \ N �, i � � �� �' STRAW BALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF p1 z �"' r } , ^' "" -,--- :.w- ^" ., __� --"" ` , .. �i ' '� , ` ,\ CEREAL GRAIN OR SEED STRAW. f I� �.:tM"" �K » rc .r �....++^+^M,w r ' °r.• w ,•a'rv•" , :.M ^... _ j , . ^ w } ' d 5, �P • M .. Y► STAKES SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO ter .: w rc _T> -- M � °''� >" . . _ A MINIMUM DEPTH OF i2 INCHES. • 5 231.60 \ N 6 w - µ,,. ^rcw. - - ' Q s <' � ,.,, t 231 -, - ` , ^` ,.,,,.- „•,? ".M,,,,...:+^ ..�,,;w:" :• �,./ - -- r'- .�'- - - -1+3 .80 r < a , , J _ ` ,. ' .T _ h ` i .I'•''..- -- --,, `,- ,..,. Ir a,,.= ,rw• --- •� ^ l�_ - n« \ a < <,�..r• Ii 2 _....• _ ` \° STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. I • erg ,.a- ^ " "`,•, +�` a. , -- .: i 5 / ...� � ,� STRAW DALE SED,f1�£NT BARRIERS I AY c E LEA Icti PLACE OR USED AS ►1eiUL �/ • r -, 6 y s T 1' --''" '3 T 4 % ' ( kill t, - -; y, �__ . r \ ,. a' AFTER COMPLETION OF SI SITE e WORK IF AP! ROVED BY THE JJRISDICTIOTV. e - . - °' 231 2 31,3 t 2 .75 , ,., I;.;i, , i ` ' ^ ' ; ``'`' °" I� ' ' Ili AT NO TIME SHALL MORE THAN A ONE -FOOT DEPTH OF SEDIMENT BE •*� �,, a y P, .a �anac:<PSav+r:tr -- -- , < t ILTER FABRIC OVER C . B . ` } f� 231.40 "' �` �~ • ' A .�`` ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. I' • s wm- w•rc- y4` SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE ;' G RAVEL FILTER `� `; ' w» i °" a � ` ;., ! ,'• "' 1 NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT -LADEN BARRIERS. �'� • . ® ` ► 231.50 a. °...» � so, �'\ A , • .. 231.26 ,I i 231.37 �_ w �.,., - mm �n M ,, - - BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL Z• • } ... , lo- : s.us : «.>N,:rr.w ;. r t< . ,.+,.,. vaw» ron,wno>s,roa� , i e- T EROSION r GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND • �.T �lCl•lliElrl•4.4i r t i . . • L__ I \ . ' \ A 4 E. - 4 231 } +` ;� "• L� t ; r � mu +xs.av^ ,xwnwrvm.,mesa •' '- S 7 ' A 4 ' 7 C_ F ME 'J ' � '� ° I i =i =1 I ii I. 2 I I - 1 11-1 11 I I� e ? 1 H t r ,� N ITT I I= III =1I I-1 I I =1I ITT I �T I t -III ` �'` :t i 1,a,• 2 I; �I /.. A PURPOSE:: q; t I s«x,:,<. z+: r,« ,>sa t..aa..:• 4 ° V P : �1 �' < •" ' �`` ^ �` t ' V � '> •rw x.,`, " ', Yr i T O HE TRANSPORT OF SEDTMENiT FRO A CONSTRUCTION S ITE 8Y �"'� • t r` Ii :' '" /` c ,, ' PROVIDING REDUCE A T TEM PORARY PH BAR;�IER T .S DiMEN T AND iREDUCIN RUNOFF \`'�,,�r r� w ;r \ '8 ` ,''''' ,. t ^k�,. ^"� V : } I ..�,- ,,.,,,- o r„ w.e:..•.•"u•.. ,..ws,»a•:»•<r....• A �? LOCI TIES. [ � \ ,, { , 1lELOC'TIES WEEP 1 - TOLES IN C.B. � f IE _, I- 1 `4"-, „ � j % r.. �,. C tr \ w . ! � _ ' . i j 230. ,<, „ ,<r sr .,r .r, .,,» » i ® " CONDITIONS WHERE PRACTICE .�,PP'L :ES: " ��.�' I p} } • s I S A : F��'� ,1 I dr..:5^^ee,i:. ,•a>'o.•k•:+;s: ' _ •� ° ; . , I y c3 ' T r ' f^ DOWN SL ®E OF DISTURBED AREAS WHO E U EE E ,• w 7'�j "�`• a� d q.;. r.wn oxesuax.s<r .rs•.,< ' y ° P' '' C /' {�' R RUNOFF MAY ©\(CUR AJ SET T 230.65 30,15 { rr��., ». O t a h v1 j ' v f' �' C ti C i� ' 's F r j ' i x'= s ; '" :.s, s q `'L a AT THE HE T OE OF SOIL STOCK PILES. 23 . 50 � , ', w . . >, ,.x o / 9 irk r L1 \ c = , 1 I! ,, -, ` , - ; ,. '` t , ``' f' Z ' - --.�,. 1 INTERVALS AS INDICATED ON SHEET C3 ALONG THE i ,,' �' . , ....•:: ,,,,,, .. ,„, ; , . ,,,, < , ` 229,85' : ,,, „: t ,,,,,, . TIT i AT ,1vT£r?VA A I CONTOURS OF >, �. 227.20 ; . s'; , .a• 230.40 LARGE DI AREAS. ,, , , 11 L.Li CA 214. 1 O ► '�,.� dI "~ ri: �.A AT GRADE BREAKS EXCEEDING 20 l , k4 1 c3 W ,. . _ ' °'' t FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. f: >i _ - . >, . . 23 0.5 0 E . ` 2�g � , i t M it 1 " ! " _. w ; ; ,� 229: � ,s �' k SEDIME FENCES SHALL NOT BE INS ACROSS STREAMS• i s L �,.•` • 230.30 , h i I 9 0 2 29,75 ' ,. ION O " I DE5? 11T CRITERIA/SPECIFICATIONS / f 229.76 i ,- r z y , ¢ �' n _'� ., // / �- a S Dr TA 3/02. t �; . � � � 2 30.06 ;;,. %<�; ; �` , � "•� = W � . � < � , • M �` :i 2 ; SO ' 2C _ _ __ i __L1.`E r '; `'� i SELECTION OF FILTER F ABRIC TENSILE AND BURSTING STRENGTH I' ! „ k "'y ,,,," ,` -� I CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED T O c +a W o c ,� 1:,. " ,., X ' 23025 ; , . . L a i . 0 _ p 0 0 � y 2 O t �" ; , : ^ � , ' 0 6 .r 0 3 d�r+r7� " . .. 0 �� > a CHAIN -LINK .r'ENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE I I .ri RASH f " �3tA i1 23 .Q�J aS P. t 23(3,Of� ,(_.,/�.l t_� ^' ..�.. *"'voted "<' r e 8 s ^.+ az N i; I y } k k � - , L } ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE SELECT�4N iS 4 R � vy; •: �, a` 1I i 'T� >; r» ;, #1° M . ""� I THUS EASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC rILTE,R � 4 : ; : ` s, ;;s ' O 11 j i ',�,'. ;� , ; I, > % I \ ' ' { F I =Asp. I FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO r n ` }.` _ + PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION I-- d p '�.: tr E AT A TEMPERATURE RANGE OF 'F ! 120F. l ; O [[ '``` .. ; „ ; ,: �- `r ~• r (( I LIFE E G 0 0 p µ i. ry i ..,Y . •414,1,4W a,y .• :; I ry er F. ,. M iaa`v i MI '•L ".v„ e <r ea<a +�i,`M ,,.v$,..." ... ,,. ^e,� !d ; 1% X e 7 Y R'_' tv N p ` P. £" ,! ' t � ALL MATERIALS TO SE 1N GOOD PHYSICAL CONDITION PROPER' q 3 i p 0 226.63 7 307 S f , X30.76 2.$072 307 23 0 6' -' l'} (/ i "1 -1,�; , ONE-FOOT DEPTH E x p` i�}• 1 `, f I ' } t C r , �•� SHOULD 6' G �� I � �i`" F a ` �� ALL TO ACCUMULATE BEHI A SE DIMENT FENCE. SEDDIMENT S 1. ' �` BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES ;1 ; 4 �� PQ �� }� • •��'• I ° ' • + r `} ; ° ' s ° 'L ` ' . ; \ P :G. z ' RE PAIRED AND REESTABLISHED AS NEEDED. � g 4 •���►� •• li �� 226.85 � T��'c� ; • ' EE 2 , ��li � • "•=��!� j ••��� ; ,» .r. ' ° i £ P '. e ''' ; ``t; ' x"' OFFICE LEASE SPACE 's ''•` ` , _ BARRIERS sHALL REMAIN I N PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL • 'r"� %T i* •.7 •�. •• � `` per, , " ,° `''� y OUG GRAPE �' ° t',r GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PR EVENT EROSION A ND !it -4 ! � ••�� :�•���•{���*)j vi ,, S ",z i . r 1 ( D ROSEED. TORE. .� ` _ UNTIL OWNER ACCEPTS WORK. • t 1 �� ! � • � r � • • ![ W q , ;' ' j, 4 t° of ° PiA AREA �.. r f` r ` • i. .�» 4 =,,. p �' * `�'vm : .,... _ GRAVEL CONSTRUCTION ENTRANCES • tl • i P • � , / +, v P p • `" ,� . } > \ `y '' ' y ,� • � Ei i � ® PURPOSE: r QUARRY S ALES o d "e I' T F6 . I.I,I '� T ,, , f r REDUCE THE AMOUNT OF MU T P > pp `� ! 0 EtDU D DIRT, ROCKS, ETC. TRANSPORTED ONTO ROADS : t PROVIDE FULL WIDTH „ » w » :.» .. HIS SUBGRADE REINFORCEMENT - " "`" : 1 ; * BY MOTOR VEHICLE_ _OR STORM WATER RUNOFF _BY CONSTRUCTING A STABILIZED n GEOTEXTILE. AS REQUIRED OF INGRESS /EGRESS AREA 226.68 ' , y PAD OF GRAVEL AT >`NTRANCES /T =XIT$ TO CONSTRUCTION R€�CTI ®T�1' StTE$ E, , en , ¢ 228 \ r© 1 i, � 8 MIN. DEPTH „, 227• Th ; " ; ",: fm r , &rM " �,,, ;` F • CONDITIONS WHERE PRACTICE APPLIES: GRASS LINED SWA F �I! �.^ m..:. _ _ _ ' _.. • • I I _ __ °� r. . . , ° ` � " \ , � � ` ` ' ' AT ANY CONSTRUCTION Rt,GTIGN SITC WT -ELBE TRAFFIC Vic;. BE LEAVING c iE SIT AND '' - ��a te r r c- - _ „ - -�- ► *` • .6-'. MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVE; AREAS, OR OTHER DATE: } n } r �. o° • .... s r^' " rc "y � t f - l_ w�''" , <' , s . e ' ` , APPROVED ACCESS POINTS. 6/10/94 i '' > 226.58 22f,20 �. 4 ` t ' •C .. •) f �., } e _ ',' ``. t ` DRIVE-WAY '`.E l� : f 12 IJ W 24000 <.w .., .,,. .. . � „ . ,x e ' r ! P �/� z 226, "'139'49 . ►Iw �``, t' D r IG CRITERIA/SPECIFICATION DRAb Ni C:1 „ I.cSII�I S: • o 6 ks 4," �t " SEE. DETAIL 2/r.2• SLID, y i�i5� 17 I + ?, C4 'r �. � `' € n MATERIAL SHOULD BE 2" TO 4 " QUA RRY SPAES C. • CHECKED E1': J ` -pry I ` ` j � D DLW µ . , ."'; r ,° s r r , •.-„, S `' VV / rd.....„....,v ``dy • T d '' P r a `P r t' , . ;, d> y THE HE GRAVEL PAD SHALL BE AT LEAST 8 I NCH ES THICK HICK AND 50 FEET IN `n �np / „ ms s ` "h �L \ P F A� P 1 T P ! ' i ° YIF "' RE ♦I C I• ,� , „. J ,%-.. !, .,, r LEENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGIRESS AND '- t < . . EGRESS AREA. (A 20 -FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS „� / r r 9 , APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION d ; ,. f'� �'�, a / ._ SITES.) '� I Z� I DATE: ■ 0 O 2" X 2" WOOD POST AT 4' O.C., STANDARD , ` `, / r M '. ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN ` OR BETTER OR EQUAL ALTERNATIVE: / / \ ' ` ° `"s. i ` T E ' r PROPER FUNCTION IO N Oi THE. PAD. c J,H t q , * S TEEL FENCE POSTS. , / ` , i t e • N Y PLACE POSTS AT 6' -0" O/C MAX. £ "f ` `,� F 1 FIL FABRIC FENCE ,� w { ... IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE P DIRT AN MUD FROM t, d x • 36" WIDE ROLLS `. r ` j VE WH E ELS S THA MU AND DIRT TRACKING IS EVIDE OFF SITE, C x ` �,`» 1 ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE F \ �'� x :: I� HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER h P il , c0 - \ C ONSTRUCTION TECHNIQUES WORK OPERAT MODIFICATIONS. WHEEL ; ' , . \ /' f r WASHING SHOULD BE DONE ON THE GRAVEL PAD AND WASH WATER SHOULD `° �\ \ 1^ .A`" DRAIN THROUGH A SILT- TRAPPING STRUCTURE PRIOR TO LEAVING THE rte; - '-+' I ' ' t \ '` x'' '' CONSTRUCTION SITE. 1 1, al - / _ `; , ' "` ,r' CONTRACTOR IS RESPONSIB FOR A MEAS RE T KEE PUBLIC "1_ l ,i 0) 1 N. \ ` r f`' ,r`' ® STREETS CLEAN AT NO ADDITIONAL COST TO OWNER I' ` (N I N I , \ . ,� -- k a f° 4, 1 MACKENZIE SAITO R ESERV ED BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON x • N � XISTING LOTS OF RECORD T - THESE DRAWINGS ARE THE PROPERTY OF 41 • r- i I- ��1 K 1 .E S AITO &ASS OCIATES PC (M S F' . -, ; , -I I -i E D AE NOT T O SE USE OR , REP RO - � _ _ aD O IN ANY MANNER, EXCEPT WITH THE N I i 1 =1 i 1 =L -1 l -I I I- • � _ ,ae; ` , t' *} !' �` PRIOR WRITTEN PERMISSION OF M _I I_I i 1".: I -I I I -III -I °� �a. I I'I I I a il �' 1 "- 20' -0" E 1 P {¢ \\ I - III - I I_ S ii I -tom_ „ - 1 � : CD NATIVE BACKFILL Wr l I r ' 4 � 4" MIN. saw ..,.ul FI t, } BURY BOTTOM OF .. 0 FILTER MATERIAL 'k IN 4" X 6" TRENCH. T t OF • (EP, CONTROL LFE C . PERMIT SET 12-29-94 JOB N'O. I, -,„ i, , N i � r loo iI , , . . . : .. . . 1 ,. . , . .. .. � r ••� 1 • qq • I 1 r ryl H______ I r C LEGEND , GENERAL NOTES . I H , 1 , 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 2 co UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION < - cs PROPOSED STORM SEWER LINE OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. c (0 C ; U 0) °° �rn 2. DOMESTIC • WATER SERVICE © ^ c) Cri COPPER SERVI v) 0 M - - PROPOSED SANITARY SEWE LINE u TUBING ASTM B -88 TYPE K, SOFT ANNEALED TEMPER © p --- --- --- --- PROPOSED WATER L INE , : , • FITTINGS: WROUGHT COPPER SOLDERED JOINTS ANSI B -16.22 < o • v TRACER: NO. 18 BLUE INSULATED WIRE BURIED WITH ALL NON - METALLIC PIPE. , < F.H. PROPOSED FIRE H YDRAN T } ° °' x , ` t � � TEST: TEST AND /OR STERILIZE AS REQUIRED BY TIGARD WATER DEPARTMENT AND U.P.C. E o < , ® PROPOSED CATCI' . BASIN 12 3/A-noN A S�U� - -T� ALL WORK TO CONFORM TO THE REQUIREMENTS S OF THE TIGARD WATER DEPARTMENT. 0) p Q px, �o © i ; I� PROPOSED CLEANOUT GAS �ApR 3. SANITARY SEWER MATERIALS: B- 0)(7 T' 6 5, h1 A S B VILT) N p R Ox UpCA�O / INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE , k PROPOSED WATER METER t�P OTHER AREAS: PVC CONFORMING TO ASTM 0-3034. Gel C O ©) GT : c I e r r"' ► •- CLEANOU T S EXTERIOR PAVED AREAS): JOSAM - 58860 HEAVY -DUTY CAST IRON ACCESS c_ c c - 4 - BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT o m- °h E XISTING T REES O I� MA WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM m o,-� I '� 18 X fi CONCRETE PAD AT GRADE. co 3 in w . ' "' *. 4. STORM SEWE MATERIA i c J3 '� `� „ POLYVINYL CHLORIDE PIPE (PVC): ASTM D - 3034 CLASS 3 0 ti) - 0 a i ' 1 �- ( I s O - c d � r = - •- ' ', TRACER: NO. 18 GREEN INSULATED WIRE E BUR PED WITH ALL NONMETALLIC PIPE. .°c 3/�" GP'S ASg U 1U -0 . -- CLEANOUTS EXTERIOR PAVED AREAS): JOSAM x#58860 HEAVY - DUTY CAS IRON ACCESS M t3 2 l --; 1 2 F ....s t V- - A AND CAST IRON CL ANOUT -• - -- A 1 _003 1 0N/ �� B O X WITH SECUR SCORIA T ED COVtl4 ANCHORi FL E P - - 5: 3 r1 ` fir O. ELEC WITH SERRATED CUT -OFF SECTIONS A N D THREADED BRONZE PLUG. PROVIDE A MINIMUM w 18 X 6" CONCRETE PAD AT GRADE. • iS\ 5. PROVI CLEANOIiTS AS REQUIRED IN THE CURRE UNIFO PLUMBING CODE r__.____7 0 CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107 Oa - - -- - ,: t;': +� . " _ - . ' ' e `� n o 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO , .. - -- ---. , O U G • VE COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. x �_ _ L :: ��� - OWER POLE " 12" WAS �. BAS OI `\ 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT » L�c Qi �-- ''r------'---- � �13 , SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE • " O H' - - - - ,'�: w+"`w SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION COMPONENT • - - J � r - i ( PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. T . , Ia ' '� ' `\` ALL LOCATIONS FOR SHALL BE CHECKED AND COORDINATED WITH t I I -�� ,• " t ' \ OR WORRK SHAI_� `" EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. --�`�� ,• �� r _ r,�- % ,,,,, � ' NN N , EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION r ',, %%% °-" " �\ r SHALL BE VERIFIED AS TO CONDITION, SIZE A +ti`D LOCATION FsY UNCOVERING, n s J :�-� P ROVIDING SUCH..,IS PERMITTED SY LOCAL PUSLIC AUTHORITIES WITH E' • ° -~ JURISDICTION, B:.rO°?E t3EGINNIIVG CONSTRUC T iGN. CONTRACTOR TO NOTiF Y • 1 ` --� : `.. I ENGIEER IF THEME ARE ANY DISCREPANCIES. <•,.. ,..<,.,.�. i E i� 228.50 C f�* �'� LA- al ■ 1 i E 411 [ ar w �.fi I ' I 6 D.S. 229.00 - :1 f r F. � ' I ti,,� .,a 11 6 N � � �►' 1 1 I 9 N P f? ./ 0 ' : $.,,,,.,„..„. 5 ,,,„„,:. .v , „„ .. . , 1 M L ,` ! A iW �I 4 Y 7 I, O , Z v I , M N n.5. 228.65 b :a :.F, : : : :, . :, r. r, .,.:»„._ti » KK i E •- , c ; � a � r » >r..., :. :, »> �. ,.,> s 1 d 1. AN ESTIMATED OF THE WA + tR COSTS MUST TO a ., TER 227.98 {s �R 7 O. �. 225.E G , Q �.,. .... , I T 4ED ±29' WATER E SYSTEM C TS 1A T � ' DEPOSIT PRIOR �- e x +T * ^ �..._ r r d E OS US BE ON DtPO�.T PRIOR O3EG11vN�N\� , -- 1 I- 1 i.:4. I I �G :, :M<. :.., r..,•T <,.w :a., " ' ,;� , CONSTRUCTION ON ,�/A 1 tR DIN`S, AND TO RECEIVE A CITY OF TIGARD WATER DEPARTMENT (COTWD) , �; c + STAMPED APPROVAL ON CONSTRUCTION PLANS. , t- f+ r ry G -i " 1 *, T• -© I 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD STAMPED APPROVED PLANS ON THE d { N pi " ,.... ; , _.. .,._...• . ,. � v' t �: :,,• <;., >,...., :. :,; M,. :. , r I LGI�iES+t.� WATER I TIMES. ' a 4 S r M $ , C p 4 t�� .: „ ,, , , . :,....., , 1� /."- BACi<FLO'�v r REVS /:TER i CONSTRUCTION SITE: AT ALL IM _""� ` i.0 p ,MINI . , Q . i ` ,1 s „__; I , ,;\ ON ACCES.. BOX) 1 . e �g.., „ y' �. >.,. ,, , , l �• p 1 I ," r= TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO Ce?fvilvlE?VCL'�;G CONSTRUCTION, IvN, TO SET UP �, x 7 ' i ` r, w g I I W ADE METER I I 3. NOTIFY CITY O r ' i F:F 2�i..,0 ; I l ' ` d.� „Y „ „r �, (BY CITY Or' TIGARD) + A r�RECONS T iiUC I ION ;�EEETI�IU. TELEPHONE (503) 639-1554. a i „ d � �+� q!I L I' t' . 1 ' I 1 4. ALL WORK SHALL SE IN ACCORDANCE WITH AWWA STANDARDS. r r [ D.S. 228.50 ` `' II , -`. T'- 7 ��� 1 � W r I I I 5. ALL WORK WIL.i. BE I NSPECTE D AND APPROVED BY CCTWD. I V. a,l f� � � ......C,, , ..: � ,r.. fir} '' 4:� I � PIPE � r a � i• ,I F I 6. A" PIPE AND r WILL BE DUCTILE IRON, CEMENT-LINED. += 95 x95 RIPRAP `r ' IE 227. , 1 ; k : =,,. - - - - N �L T I E D :T +.IvCS Wf�� P.1 WILL I�� TYf »ON JOINT y 6 G . ' �, c; �_ ` .I _ DUC ILE IRON, CLASS 52. 1, OU TEALL Q � { p1�iiH i '' ` � ` _ - " �§ ; D 6W I w 1 T RIGHTS-OF-WAY. I ,rr '� a ., x '� ; �� »,,. :• fU ^,r r r r' -. � 1 1-H I�0'��' __� F , r I + +��_� ALL STREETS, AREAS, ,,.,;•., „r ;C S+M G� ©.o o C _ - - ' ___ ___ __ 7 . 3n OF 3/4 MINUS COVER FOR AL M AINS IN S►RE TS PAVED AREAS AND N ` ^` '. / 4+ • 1c1 C.B. - -4- I I 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE t L ' " ( ) " ( ) vy , OPERATING NUT EXTENSIONS ENSIONS WILL BE REQUIRED. WATERLINE "7 ' d STM 0490 �' 4 .. , z„ i1..„,-„,..,.,„„„ 9 0 D. r. i 0 S 1 :,: 0. � D. r. � < ai � ,, ,' . , " :p 1q, , QT. / a ,r.' RIM 229.5 s 3 : INSTAL � ' M 1;: la 0 � IE 228.45 . ''w'a L (3) I OF s G c IE 227.33 ' H " n 55 / P i� c i - , 4, n 1 + � ' to `u" TA x'14" U 9. POURED CONCRETE THRUST BLOCKS OI AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED r >- q ( 227.3 E) ca �� ; ,,� r. ::: a J ~ 1E 2 2 7 .52 ( 10`) �' 10' WIDE PUBLIC '``,�: ; .3�" TEE, CROSS, $ Y.r f ' ~ ' `' ° ` � ' 1 I 'sLrc IPT TEE AT EACH AND BEND LOCATION. r; ,/ c° - ® EA AMEN T '' r- _ 4 �" ." ^ _ ,. " MODER _ y Y a i c, C.B. ' / I.y' ,I S,_ q , T , " " 10 , F Rt HYDRANT ASSEMBLY CONSIS i S OF AEA 8 MJ x ea FL T. I EE CR 6 MJ A x 6 FLG. TtE AS z P u _ a / .i - _ - - l_v..7Mir .„._ , __. ...._...._. __.. _ '_'- 1 ___ ._ i .. , G , " iV r 6 FL TEE AND Li" r� G. R + ` -� ." c M _ e 0 INS I ALA. 12 IiGJ x _p eOuiR� - J b FLG. x i1�1J GATE VALVE, k3" 11�J x Mme' i - i i1Lu " SP�)GL, AN iD fv M �R C=N I� I §•` RI�R 229.55 ,.�/ ,i j \••� " ., , F HYDRANT, A-442, 6" MJ, 5 -�'�• MVO, 3-PORT i 1-4 T�iRi +ir �� r. K;'k`''. '' �� �M' x 6 MJ BATE VALVE " PENTAGON " 0, _ O (2 -2 " NST NOSE CONNECTION, T ION, -4 " s N �r , ; IE 224,G0 - , , n NST " PUMPER), ° + NUT, n, I- , COLOR: R: YELLOW. �" et,l�l _ '• . : ! N W THR T NS T PU+iA i j 1 E ;ti 7 AGON OP ATi01�1 1 , Or�'Li` DC1 O+,. Y�LLCW. I' f' 4;, „` / Us BLOC, am , RAS . ,, : t ;1 Vi I t • t q t lij. . 7 N ` _. ......�.' ._ - - -- /� " - 1 � n� 1 +. EACH FIRE HYDRANT SMALL INSTALLED UPON APRE-- (FORMED CONCRETE BLOCK WITH i CUBIC h i' U. 3 ` $ t.'e 0 1. _ : -- i W - - TAR ILL BE LAID ON TOP OF THE BRAIN CUBIC a I ,� :.i f �" � a - r- ,+_.� f YARDS OF CRUSHED 11 SE �'" DRAIN ROCK. PAPER WILL ON £ 1 i _ _ - -- r P T _ -�-- _ - 1 STUE, PLUG z + o T s Y H ,. :: , p6 ROC TO SEPARATE THE ROC FROM EARTH COVER. 4 17 4 J i ^® • Q «z •..., ., F' <a r . .,.. . .. Fa „,r,i ,4 IYIARK P; b - 1 I a N ' Y r r , 7 1' : '.. T 7 f • SANITARY LINES FEET C' 3 FEET OF SHALL t 12. ihE WI T I 1 f LATERALLY OR VERTICALLY Y 0 A WATER MAIN SI IA�L 4\rr 2. ALL RA , AR t SEWER �. WITHIN 0 tET LAT - RALLY OR 3 FEt I �, I ALA I •.' ,,� Ike••: ,�.' "':' .rvu, m•,a, rn = ac• " Pit) :1 �-- fir_" ,. ... : r ', r�. , , o • . ,. , : .� v •. . y .,,,,•..,.,•r z � L_ .� >•, , , ar, . % >K o �....,, ..r. 3....ry, t, � ^' • . ± . �.., -r�r't•., ,,,� � ^ r _ _ " ,�, �� BE ENCASED I A REINFORCED ED CONCRE E S C li l'0 ,4 ,' 71 '' s " tD "'� N ORC ^ R CROSSINGS " JACKET 6" THICK FOR A DISTANCE O F 10 FEET ON BOTH IDES f s .,i w , 1 WATER METER , I OF THE CROSSING. WHERE C OS GS ARE NECESSARY, I �'��.Y MUST BE MADE A I APPROXIMATELY 90 WITH ' A�N n (i3Y CITY OF TIGARD) i t i AT LEAST 98" OF SEPARATION BELOW THE WATER LINE. 7 � 1" DOMESTIC WATER 1 , 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. , 0 1 BACKFLOW PREVENTCR -1 : STATIC PRESSURE = 100 psi. R EMGVE /SALVAGE F. 230 ( "' ACCE t3W% EXISTING WATER ALL SHALL ^ CLEANED FLUSHED WITH PRIOR ' . II 14. ALL MAINS SI IA1_L B. CLEANED AND FLUSHED WI 1 H POTABLE WATER 1 RIOR TO DISINFECTION. "gy METERS. COORDrNATE BACTERIOLOGICAL TESTS WILL BE TAKEN 3Y TWD. ' • WITH TIGARD WATER •a FUTURE `y 1 � OFFICE LEASE SPACE DEPARTM 15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE 9 IE 221.52 IE 222.90 r �" i COTWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE ,; D.S. D.s D.S I INSTALLED BY COT PRESSURE REGULATORS FOR •I''' AND 2" METERS. f l _ C l i d IE 223.80 I E 225.80 IC 228.SG ° f + ��' f 4 " SS © ° o � 16. EVERY METER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE ° I ; CO " �' R228 83 INSTALLED AND TESTED 8Y OWNER. 1 1/2" AND 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK STM I 4" STM ;t p „ „ VALVE ASSEMBLY SEHIND THE METER l 2. 0% MIN. 2.0% MIS . MH 3 7. -� h �I - IN) RIM 229.12 UPO E C OF INS T ALLATION OF THE WATER SYSTEM, + H E NRAR OR OR WIL IE I G , °: r • ' � ---- STM G� i" STUB - -6 STUB 1 I.E. 225 12 OF THE TOTAL COINSTRUCTIOIN COSTS TO WHICH WILL BE ADDED 1 OZ CO FOR T COTWD I L WATER ADVS LASS, COTWD { `� a 0 % MIN. '"� v i' " I E. 225, (IN) , +, SAMPLINGS, , • I I L , v I q ti L 2 MEIN 1 ) OVERHEAD, AD+ViivlS i r?ATI014 SAVCPEIi�EGS ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING AS -�U£LT t1 ; 'a r t.P.1.......--> ' ' �, RAWIN S, UPDA i icvG THE +MASTER MAP, r +�{�'Er�iSECTION MAPS, ETC. v. S 1 � �� u , ` I � ,� J D i B R E A K INTO: • "IE 22 20 I n , _1 - - _- Ar . F.G.E.� � EXTG MH � ` �` ,; S S ANITARY SEWER t � r r !' " P " . ' 7 C �' c , E. I ;` r �' � < ■ 6/1 0/94 + • S 4 MANHOLE CLEANOUT ' • t JEFORMEFl .' S 6 `.[10 `wr 6 S: ° I IE 220.78, IE 222.50 S 89'49 12 W 240.00 �� =. � �� � u �� � �•�'+ DRAWN " ,,\.. , C4` RIM 228.33 I.E.' IN 221.00(4 . w - w EXTEND 8 SS TO NEW aTUF} P LU G v II uV�1` ~ . N,4 NE,4 E) MANHOLE & MARKO. ") \ r o o LLD /N SS I E.OGT 220.63(eS) 51Ft 0 0.4090 f I y CHECKED BY: e ° 9�, ENGINEER'S Ct7ST`, r.5 1 MATE f ^' F IELD INLET 113 p C " 1 p 105 LF 6" DI at $20/LF $2100.00 k D L W P x -, , `,,,. r N\ IE OUT 226.00(12 E) C4 '`' -;, �.; - Fire Hydrant f r p =,'. �, °' `` ° (i) � "yd Assemblies at x;1800 /ea. 1800.00 �; c1 TOTAL x;3900.00 i ,n,_1 REVISIO I o � -,' � � �., �;;��a EDITI i` 0 „ ENGINEER'S BID ESTIMATE y^ CLO SING , Ci Y A \c �� «IaYYY3Q� DAIS: ,�- c, Contractor's Bid (Estimated) I- y 4 i X39 98.OG ; z r , I� TWO (12% Admin., Overhead, Engineering) 468.00 •• E Engineering (6%) 234.00 TO COSTS TOTAL: $3900.00 p ;` • Pi peline TAL ;3900.OG ' 19 (2) / $4,250.00 -4: 2) - 1 " Meter at $2,125 ea. r TOTAL I , TOTAL: X8,150.00 MATERIAL LIST ` co IN . ah = w 6" TJ DI Pipe, Class 52 , • 105 LF. N a 4 �' ��'9 6" MJ x 2" PT Tee .3 EA. :i. y Fire Hydrant Assembly 1 EA. r q :: .; W f} ,, 1 - p 6" FLG x +2 �1 J Gate Valve 1 EA. k L o• r 12" MJ x 6" FLG Tee 1 EA. C MACKENZIE /SAITO & ASSOCIATES,P,C, " 1994, ALL RIGHTS RESERVED . IQ ITHESE DRAWINGS AR THE RO P PERLY OF , Q A) AND ARE O BE USED E OR P REPRO `' . t . I• CED IN ANY MANNER, EXCEPT WITH THE , PRIOR WRITTEN PERMISSION OF M SA r i • ` S HEET ,/�, f Yom, p ,, , • Vi 1 5 t LI %) i P n i .4r a i , OF 4 � JOI3 NO. PERMIT SET 12 -2 94 294149 . . ... „ „ , e•. .,. ., . .... • . t ....... ---1, . p il • 4 ... _. , ., • NA I 1'-6" 1 TI NAVE BACKFILL (SEE SPECIFICATIONS FOR PROPOSED PAVEMENT AREA . 11 . r o • i COMPACTION REQUIREMENT) SEE TYPICAL PAVING SECTION -*----- i A 4.16= I 1 '-0" WID CAULK PIPE INTO HUB giumilIt .. , iil I or 1 SEE IT-i OF SIDEWALK PLAN •••• , -A J (1) SLOPE TOP OF CURB LANDSCAPE AREA PAVED AREA HINGED TRAP NI c0 , PLAN I- a Cs: I DROOM FINISH . CAST II a; •,-- I 4 ; 1 5 o" TYP. ":•cri N__,/ _ ... ..,--- -------------- EVEN WITH PAVING , , ,, ',,,, , ,,,,,,,,,•t--1*4.7,,I, n'hw.' fn , =4') ''''''nnni -,,,, n,,'''' : ■ elg a Og 00P 0:At D 0 t10“00 P ClUCI% . 4 ( ,c) 00 CODorDO:c IRON OR WELDED GRATE PAVING SECTION, CRUSHED p - c CO CO ) f TOOLED EDGE EACH SIDE t -.......7„,, '''- ' :'' ,,,t‘„Ar•,,,,,k . • . • • • ,„ /7 I' (4) 1 0 HOLES SE EACH FACE e ROCK BASE OR LANDSCAPING (...) .9 x N , fi 1 i - , 61 • :;':,*A1, 1, 61 7 2 . M..vi4'.414 -, ,a•rk , ,v•-4 F; 0 fh 0 0. e- i - 14.10:4,.,}v,. IS t ' 1 " -O" GRANULAR BACKFILL AT BASE COUR LEVEL. CONCRETE FRAME CASING (n[l C to faa •-■ c .: rA / F p ill I il . 2% CROSS . RADIUS EDGE 6111.V.±bIllatt.41,',V*45' • kSEE SPECIICATIONS FOR I V, ... 'I / CLEANOUT FRAME AND COVER ILd La I' , +, ( SLOPS A TAPER CURB AT SIDEWALK OR END OF CURB ' it« ` ' ti • ......, .' t 1 ;01112, 1.f ., - COMPACTION REQUIREMENTS) ' ------------, - -- s- - ------„-: s \ '` ...\'' II " • L'. 41 - il • ;,-- iestiboltiAti ,„ ' - ; 0, 0 • ' 0 T;;;: .-` ;; 61,9614404•ovolg441gai, 1 ' , • 4 , ,, .,. 144b N & I - - . co .....,„ ,,,, .,, t ..„. 1 , ,' ,4 , ..,..: ,,,..„, , Q • 4'' , T r . ph .*.fier •.,',› ,,,,‘ 9. ....- e COMPACTED FILL FINISH GRADE SET IN EPDXY CEMENT (SEE SPECIFICATIONS FOR - o oriS X / -* • • • o• • i ,ze. w4a ?Ai At, '' - ... - * - • - . gm weilt =. 01 r *ION bia, 440 / r 't,"'‹AVt.NA''''s .. . , ' 6 : ' , , ,<A , ,',' AY, . ' A ('<.,.:,;„ -,: 41 :5 C 1 < ' %. ,,, ,,.1:*.e.M.,60'• 6 „ . 'Pr,ei,ez \ ' ,v -,-- ' ' % ,It 4- VS.: ks.-'' "'s ' '' * `: • '''v2!'• DIMENSION Ell 4.1 - -7+;;;; , -,->„.- . > ,,,41 ,,;>y,,,;)-- ;•• 0 Q C) ' %-k...i 1 ' 1 1"-O -I '''N',.;.'''.',' *...:.'',>>" ..4.... . . \ I. ,4 IMPOWOIFOil# ?..116,44,4y4/F4touilawA,43,...47 '`..."," (.1 ELBOW , r- 040 ' 11 ON PLAN , I EXTRUDED CONCRETE CURB GRANULAR BACKFILL zr.. i i-- a_ L&L , , .. ./efewir 04 10%.-.0444 . 0 \ \ 4 ' -V.,, il '•••• a_ 0 2 g t E wag■ C 0 0 1, . ItOPO°W° Li < Z , :+i - M*4 45' .„‹, •- .. esi 1 :::: , ASPHALT PAVING es- otielm 1 COMPACTION REQUIREMENTS) 1 1 E2 --I ' 1_4 rir4j: " S t STEEL ALL WELDED ef) c 0 0) cra 11, N4' ;,7' ; •• „ 10 _.------------- L 1" CONCRETE WITH - •to-0, ?„,,,,, Ovm,/ .,,, . ik,t ,,,. i. A Cel A 4P _talks" MO. fi CO th " i ' 50 CONSTRUCTION. ASPHALT >i i ±" APPROVED SEWER LINE CONTROL JOINTS AT 5' O.C. 01.7,- g,.. , ... ,o",:o0t76, % cc ..Q,,,cio c,c,,„p9,0,c).000.(70(P1 ti„,, EMULSLO COATED INSIDE t . AND EXPANSION JOINTS AT „.07 , „„,,,.... ,,, ; ,: ...-‘,„*, ,,,. 1 I IT1 t ...woo c, ,p. c ,,,,GA ( 0 x 45 WYE -. .'4 ' (:) 0 °P ( kFiqt4 AND OUT. 2 -0" x 2'-O" . SHOWN ON PLANS CRUSHED ROCK BASE ca coN .4442;:' > F e-- ..< .w.i pc, A ,c7 0 c pr c, 0 0 01 . .. ,.,' t i ., ) (OR 2 ' 4" N ROUN ' ROUND) N • 20'-o O.C. OR AS -1,,-:',,-.:',,--,i,:',.',V4,As4" ' IJA c> 0\.) ,c _ ,N ,...... ......•••CD,,,, ( 1 0 GRANULAR BACKFILL 1 titT ,.„,74 'Q 4 l it1V -7 " - ti •;•••ai ' 6 "" : c ;„%; ) ,°,::::: "\ ' S "- EE " SPECIFICA TIONS ELEVATION ' FOR ' r•L it.•L I ,Lai! i ,,i .i. 0 ._ .... , • 16 c, 0 2 S EX: - ... ca C-V 0 I , 7 , 1 , Q , 0: . - 50Vooc). COIVIPACTION REQUIREMENTS) 1 ( : '''CiiiLl .. -- l• 4.• iiIiW* s'..› `'N,,'...-,,•\%!4.-,;$,.!\Y...s...;‘-,,,.',,.$(\:.,--,,,,S:,,..$,K,V.,\`'..i',..;,A-I,,:',.t,\',`...',:,,;1'` • L " 0 1 ILL.1 i I fir 2 ........... [ 0 • , :cp.- LSLOPE AND I.E. VARIES • iv• ',- - . Q -4-- 0 0 v, 1. . pp. 4 • . ft 0 UO:2 SEE UTILITY PLAN FOR PIPE SEE PLANS NOTE: ,7 > , .0... 72,,,,,-, ... -9 ,"4/. , k;;;/,..>> . 'S"' , . , '2x4 , ,,O , Y:'-' , - 7-7 a - c , ..;›,;„...•,/, < t ' o' ' c■ 0 c.,,,, 10 - V ° OtooUop °0,3•U SIZE AND TYPE (MAIN PIPE) 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. , 1... cce 0 _c , , , , ,°20 ;;Wc?c , c?° 00 5■C.20 ELEVATION 2) LYNCH TYPE CATCH BASIN OR EQUAL = IN , ,,. SIDE - vALK Ic., ( ' EXTRUDED CURB AND TAPE-R Pc 3 STANDARD TRENCH . (C ATCH BAS i , , ..___ NTS e4 N. T.S. T.S. 0 C4 Full Size LU Cd4'} 3/4=1'-O" =1'-0" 01 .(7/1. 05 . CLEAN. N.T.S. ce) wi 1S- ...i ; 5'-0" ., 1 -0 '" .090" #4 0 ( / ALUMINUM SIGN PLATE 9 'i' SEE SITE PLAN DIMENSION VARIES WITH NUMBER REQUIRED I I WIDTH VARIES - 3/8';‘,,,,, 71 'co \ WHITE BACKGROUND " AND BORDER, BAKED ENAMEL , 'I el. ILI-. 1/ SEE PLAN I 6" TOOLED JOINT l'' 11 D / (0 P 1 , ., 1 i p: V EV IOLATORS uRRB KmISABLED I NG W ETCTO I NTL T OY H 0 M DISABLED ---" 1 HIGH BLUE LETTERS I' HANDICAP S`NBOL WHITE ,1 - 2" ,___ k! • 1/4" GALV. SID. PIPE i 1:12 1 ' 1:12 CONCRETE WALK \ . 1 I ! li . -- k i , TOWING UNDER MT BLUE BACKGROUND ", ORS 811 620 riol .1 H = 'r, 2% CRS .- I ,, AI 1C 21 r •- I! '4 < 1" RADIUS . o f-TOOLED EDGE .( S V--- DIABLED SIGNAGE PER TAPER CURB y I II ' SLOPE OS , . . ‘ . .; ' : ' ... • • 4 71 ,, n SEE AIL STATE REQUIREMENT DET 1 0/C4 ; ' COMPACTED FILL r ASPHALT , Aim , 1 ' , -/ _CONCRETE FLUSH - 7-1: v- r .----- • • ; TC,1•5741r 'iN , 1 5/8 I, itZ 1 i V:'■ 1 I 0 L.L. ,..„;44.1_, ip •• , -.A1:, mr,„_ le or IIII • • „ ''N- 1.- 4" STRIPS AT 2' 0 OC TYP. , i ''I'lIn VAN ACCESSIBLE SIGN , t i 'Mk, , Vote& • , . doom ..,■■ • 'iv ! 1%nsiL '714--- ". L 1 i I '- I t I-I-II-------kl: 0 I - CAST IN PLACE CURB i; 4' 4' I 1 7 , 3 1/2" 0 1 PANG SECTION ZNI 1 i kp i .7 30' TYP. 3" IDE PAINT STRIPE 1 . } i 41/4 ' . COMPACTED ROCK BASE W U.i I 6 CONC. FILL FINISH '' t \ I 'TYPICAL 6 L.2 , 1: 11 NOTE: 1 FSAME AS ADJ. SLAB ■ 1 D/SABLED SYMBOL, 1 • * CONCRETE TO HAVE STRENGTH ZN 1 i 86' 0 PAINTED PER ii OF 3000 PSI IN 28 DAYS, 2" TO 4" SLL/MP \ 7 1 71 - 1 , ,, . . '-' '"',., '9. SEE DETAIL 9/C4 1. ALL DISABLED STRIPING AND SIGNAGE TO COMPLY 11/4 Q, 1 1 li * PROVIDE EXPANSION JOINTS 0 20 O.C. t 1- 1 1 ., I ' , WITH ORDINANCE ORS 447.233. o t 1 r, .‘, , . . 1 I . ALIGN CURB AND WALK JOINTS . 1 . 1„ 1 1 I 2. DISABLED SIGN TO 4c,,,,,. b 0 * PROVIDE CONTROL JOINTS IN 1 1`,„ d -**---- PAJNT STRIPE MOUNTED TO S/DE FOR , I 1 I ZN , ! 1 VAN ACCESS LOCATIONS '1. \ 6 WALK 0 5 O.C. 1 4 . 1 S 1 - -' ; _i____ - I I AND MAY BE CENTERED i 1 „ , 9"-O'' 1 CURB AND SIDEWALK MONOLITHIC. t,. * CONTRACTOR HAS THE OPTION TO CAST ■ I 6'-O" STD. (TYPICAL) FOR STANDARD DISABLED 4" i o l, 10 \ I THIC. 0. --- (TYPICAL) 9' AT VAN SPACES. ______,( ACCESS LOCATIONS _. \ , L ii 'I. t . . Si EDE . . ALK WITH C.I.P. CURE" RACK .9.,,,, E . RBBON inA%„.,,,N. . , N n lt,Nrt A p ,, it . I • i Q .1 liondh140'11 S A LL R ,,, * t , p, 7 En . 1. '' XietICA SYMBOL ,.... 10 1/4....__}. Th,,k-7.--, , E' ) -iANL7ACAP aGN 04 __ „ t , .. 3/4".1'-o" i 1"=1'-on % iF,..../4. N.T.S. vi N. T. S. (1) I.T.S. , 0.. NOTE TO DESIGNER - cc = NOTE: TH 1 s TyPE Of i44/.61•401,,X ,i6ki.1. Z ,i 0 VERIFY RACK LENGTH FOR NUMBER OF BIKES REQUIRED BE USED 0o6LY FOR pin 51ZE , 38.375" FOR (5) SPACES. STEPS OF 24* OR LZSS. V) 1 FLOOR SLAB 1.■ . 1 7-11147T- 1 I ,, 0 0 64 L--- , 0 (Th 0 o 0 I FRAME AND GRATE , i 1 7 F.G. OF RIM I ••* T: '---\ ., . , )'°(---& 1 if , 1 --4______14 • . •- .-...., 1 . ••••■•.•1111.• .....■.4 0 CAST IRON TO EXTEND /11 r-BOTTOM OF SWALE = 226.20 i . ...., 4 1 i t --. . 'r"."--------17 r .0,, .....---/ 6..ii.... . 1 ' 1 4' ABOVE FINISI-I GRADE.. 1 l ` fl's■__ WALL '‘o PIPE BOLLARD, FiLL WITH / K s■-..,..-- )IIIIF ° 1 C MAIN SEWER LINE . 1........ I 1 1 i ''' rl `', 1 ..••• *1. I \'■............° ° ;1- r•-'' CONCRETE, PAINTED YELLOW ! -....._..„ . v i 1 11 j ...••• , i 90 DEGREE SHORT TURN ELBOW HUBLESS CAST IRON , i, , A 45' WYE CLEANOUT WITH PLUG. (8" DIAMETER). SEE PLAN (C1) FOR LOCATIONS IE=226.00 L------1 r . (i) II , LOCATE ;4 COV BAND, TYPICAL ER WITH STAINLESS STEa : AND SIZE. 1 I b r ----7 il AlNO FRAME OVCR LEDGE ST 2 ' 1 I N WI 0714 # , 11 ti 1 1 N 1 mATQ6EZ FINISiliD GaA0C Of STRCZT ' 1 11 GR I ADE OF AT LEA • ,, l• i 0 ' C.---•-d SANITARY STORM , I; li il i 1 "- • , SUMP ,' CAST IRON COVER AND FAAAAC [1 . I. 1_______] , , , 1 „___,I . MEC STAAGARD PLAN) i' *MI. 24..3/4. / n t 4, A - SC. I FRAME I NI NON-Shit INX 104 GROUT 1 45 DEGREE SHORT , co MAXIMUM 27" F RON . - -www• • TURN ELBOW . 1 1 _-. SOLID GROUT AT BASE -- -- I - C' ----7 , , ,,, ' , ••• "741.. 71 ;" W 204111:47A - ACV/ - ./ 49.11111.1.6f ' 1131 2'-0" I 6" 2' - 3 : " TOP or FIRST STEP - -..4.1 A 4 A. ' CZ(TR I C MAN1•10LE TOP ti mum 1; r FOOTING '.' ,,..:" .'" TO TOP Of c ING 16.44.6,maw EC .. . ‘, lir . 3' - 3- " . • , . 1 N. , .. . % 'O . , SECTION ELEVATION t . PREFORMED " al • I qt T IC k I I - 03 D p•• 1 .7'c • i I 1 , o I re) , , • , 1 e c' I. umrtcLe RISER X-. 1 GASACT \ .,,,, . •<, a NOTES: : I , 1. FOR PIPE SIZE - SEE PLANS. 1 :. 1....; L 4 Ao; '' .0 :. , 1 \ fl:77141 A ,fr 1 91/\\ ON PLANS , FOR PIP Vd------lt7v)1 v1 il 1 S HOWN -11. .. , ,,. . , ., , ,, ' 6":.' .., ' .;.6 I 2. Fc --= 3000 PSI IN '23 DAYS 3. OUTLET AT SIDE WALL OF INLET. SEE 1110 48' FOR P I PE 24' OR LESZ : - 1 4 ' .• : . UND I STURSED /EARTH , , - 1 VIJ 1-\ ,• - ' 1 ricd ; ,..,, „ ., -...„, ' ' PLANS E ORIENTATION. 60' FOR P 1 PC 27 • " OR LARCZA% 1 it 1 • • .- • • • • • - • kie C6.4 4PACTF.r# A \ --1-4wr ,, w w 11 4 3/ 4?-0 ' t 4 m 1 ' ■ ‘1% ' 12' MAX. FOR CONCRETE PIPC.I. 111111... I t4 • • ., • - 0 1 t 1 . \ cauclilgo ROO( 11 Da!vrNSPOUT - 04 , _- z o P ,' , D ,) 0[ ' R CI} 6.1. 11 . Cs ft 7,6.4.rirl= 7 'X's'i; ri 77 1 1 . c ...1 )40.s.T.N . 't 6 6 L.-1,..,i-dii) "il .1 ',.;- = ii < -.I kj ' :' B2 i...- N. T.S. z 0 14 ..... __, .0010 •101•10 I l' i . . An 1 ■' , ' tO, i I 2L3'. 24-1/2" i , ■ * * 1 /1 0/94 i ; 6 1, \I 1- t ci , ez 0 I , . 31' "1 ■ DRAWN BY: P SLD , p v .- . ... e ■• .. 1 . , -r .. . _...... • , .• . • . • - .. • . ... ,.. •,.. .... . ..•. ....-- SET i4•4 FRE1.6 . 1 .••or • • J • • •,, . NOTES: • o• J • • CONCite7e. ,okt•P . .• t ... %di • . • • • • i **as PRECAST OR BORED ... SP CCD Z CCNTC ................„- r OR CPS SAA3.1., SC VCRT I CALL Y - • 6 61.-: . • • • 6 • INS IDE DRC•P MAX I MUM 2 ' • 0" ...' F.: ;•„"..", iso f :•:," ,. • • . • • • ` : :* VERT I CAL 0 1 STANCE. = • • • 6 ' 0' la IN 1 mum • . • . • GROI.IT i • USE SUBURBAN TYPE Y N O ONL I NN-T RAF r I C AREAS. CHECKED BY: li • ,COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. DLW I IN% 0 / 0... I l A • . • A t ' R TO GENTER• 1NVCRT TO 1 NVCRT I • 12 LAYER COM*ACTED BASE MAT I AL al 4'''•-.0) " 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEAR:NG ALL AROUND. `j gn , REVISION i! -,.% cz, : ii,,,.---- , 4. NOTCH LID FOR LIFTING HOOK. P.; 40 rzl; EDMON Al 12 NOTC: , • I , 1' NAMOLE STEPS NU.ST OE TIGNI AND FIRNLY t, SU ,,. ,,,„..,,,,,.1%,4", :, i %il ,, ..... , .; t, 4440,\.. t4) , RAvINstiAN0BNI:liRI2SO:NANAmDSTANDAcoRDER .! k .,). ; :::!„.,„„_..,-4 ' z „,,,:t ,:.„,.„.1.;. , °. § X '' ; CLOSING Pi" IL' oti DATE: f ,7 EiaCQDC). TfICY KIST ALSO "CET Tole ATM 1 ., . :'. j:, c. Its; FOR itITI4STANDING PULLING OUT. • ' STANDARD MANHOLE ,,,„ A• 4114 ,f6".'i 1 ,,, , : Al: ,' t ■ ,',..-1, i „,;,,„ ., .,-.,,T, ... ,- 6 it , • k *6 ;4' ; ;*; 4 •••••••_ _ I , , . i • .6 .--- 6 ... . r• , 6' DRAWING NC. 00 • • :*44.64 : o . lo.; 41;1 V... ii :7: :::: . w cc li , 3 11 4 MAM4OLC ... t o .. " 4 , /5TCP Pi: _. 15 m'AN1-10LE FRAME AND CoVER ,4:-.1 WALL 1 e . .. -- /4 STANDARD MANhOLLT-- 0, 1 1 , I. 04 N .T.S. c c C.4 3/4".--v-c cfi 11: :::: . ...: ' boll -IT ch. t CUTAWAY V 1 EW ..,... • m ■. V.1 .. • .."" .1.-- 1 "I \ I TATCH EXISTING GRADE cp l- CC . F.F. 230.80 / a N. 1 , ! 41 It t li 1 E.L. 230.0 e .. MA K JI . C. i 3-318" FOR PLASTIC SAFETY STEP NI" 4" FOR GALYANIZZD STEP ........... - r - , .,--. i -...:.- I DE T A I L A 12'-0 0 1 - . 1 > , 1 i all I 6"--11-5/6" m-•,. -1 GRASS LINED SWALE r 6 THE 1 S 9 E 9C4 0 DR AWINGS ARE THE PROPE 9 0 A lA z I ACKENZ A I R E/ E SAl o TO 5c AS ;ID CED IN ANY MANNER, EXCEPT WITH THE1 1,1 0 PRIOR WRITTEN PERMISSION OF ms A t h t „, r ..': , CI. 3 3 SHEET L____ _ _ _____ < ! t,1 ,,, 1 1 r.-- ii, ..z ..;,,:,...„. , . ,. , ... „.... „ s' PLAN '.ii;,,, ,.. ,,,,,,.:,,,, ; 1 o , wATERIALS; 'V ' '''''' ' " ' l ' , "zz - \l/ 1 !. •.'' '4:(, `;,:, -;:i...2„ i." '''.'" '` r -', ,- ' '.. r':$0 ..:, - ...or S CI GALYANIZEDg r.; . t.'"; • r t'' ' ', ' , • ':.; ,`, ' -'; ,' '" , .`,., , ' • "..:";,;::,`' ' ' 4 16 (WA• DIA.) G,ALYANIZED OEFORMCD REINFORCING 8AR,. 1 ^r.4" ZI .'' ' ) ,',;.V., , ,,; 1 ;4i: - ;:', ' r.,'n''.'7:4 1 , 5.. REINFORCING BAR CONFORIAWG WiT14 AST14 A-6I5 GRADE AG. GALVA/41=Q CONFORMING 'Willi ASTIA A-12.1. ' :,.". Ij I 1 , 0 , f.1 5 PLASTIC; J fl r, KIST CONFORM *ITN A.STM C-4121L. 2'-O" 3'-0" 6'-0" 6'-0" OF ./ REINF --- STEEL O LIAR RCING uomUUNI I./2"' GRADE GO. mEETING REQUIREMENTS OF ASIM A6IS EAC,Ap6u1ATED i PERMIT SET 12-29-941 JOB NO. liF W4T14 INJECTION MCCZED COPOLYNat POLYPROPYLENE ) I ""‘;,....* • 7 - Acc4. ' I L * ' i , 17 SWALE SECTON La • A ,,,,",. A 2941 49 - ; 16 . MAN .OLE W . . 0 - 4 4 C4 ' 3/4 -0 x C4 1/4.=1'-o' .- cn A M t' i . , , ' , , , ■,, , ..., .. •, .1 ›- - , , , • (_ l ( I w V) p 1-- 0 N c LO I o o) x ° 0 t ) i^ V) I._ o0 O L C M — 4 0) CD 0 �- C'�oo ' c ,;= N � GO voo,rn C C tr W ®m O)N N '-r^ 1..x.9 :s ) 6 6 1 ° 0 � o C) v 5rn� o . <t0O� ® ! La- Z ...00F I R, 0 \ < , s r L�9 __ -..� , __ _ CI - FLANT LECIENT) o ........._--- .............„-:-_-_,-..2, _._--.....-: wir„, , csow .., .21-_______„--_-,.„.,___ ‘.- 4 ,.... l iii . , \ 0 0. —"' _ - , \ _ _ _- - . 0%-- . . ',.,; __ ...01 ■■ . t SYM O NAME SIZE SPACING / COM1"IENTS (�' ,- -,,- - - „ - 04/1■ C1 7 ,wr rijill* , 11B ----"-- ----- ..........„.... ________„ ,4b._ - • 1 I► - =Q - :r•. 00 � - =• s a u : w O� r nc a s -�- _ - _ _ - - _ - ' TREES �C1 (Q� _____:_= _ _( �.;�.!« {,r ��, _ _ 1 ' .W . .�. , �P & ✓ -----fl �! a '�a ® SUNSET' 2 CAL. 53 B FU , N DED AT 6 .1101; � ,, , --- • '-- • �- . --- -' _ - -� � � . ACER RUBRUM RED SU A L it, ~ - _ _= t�� • 1 I ( - RED SUNSET MAPLE O = q �, _ I li I .•.• �" O € ACER CIRCINATUM 8 -10' FULL, 3 STEM MIN. I VINE P �� ® - i r I - ❖: ❖: I I ® CARPINUS BETULUS FASTIG IATA 2 CAL. 545 FULL, HEADED AT (o / IL, _ = _ �I X �I d - B EAM _ _ _i3 �� _ EUROPEAN BOR = —i ' E. 1 xis AP* � = o PRUNUS S RULAT ' KUJANZAN ' 2" CAL. B BB FULL, HEADED AT � - _= f� . __ _ 0 i PR ER —9 _ _ - � �'�' _ _ _ _ I -"� i � e' I - KLUNZAN CHERRY 2,-.,c a 0 ' L 0_ fi / ! * -_ _ - , }} _ i I z 7- _ _ - __ _ L F. F. 231.50 r = • ,. :: i • ____, ,,,„.,,, z y "� ■ 1 ��- • • . • • • 0 0 - _ - y 3 1 `: _E ; ; _ U J' / C OU DC01�ERJ V - - - tom] s4� =.. -. ._ -- _ _. H R - 4 - -- - - - - VP', turipi-_-- 8 V'r .� , � ; � W . .. CORNUS STOLO ' 3AILEYI' 1 COAL. CONT. SPACE AS 61- �OUJN, , : + ,L �( , € - REDOSIER DOGUJOOD FULL PLANTS .'•'�+ € # + RUNUS L. 'OTTO LUYKEN' 15-15" SPACE AS SHOUJN, • +;: — OTTO LUYKEN LAUREL FULL PLANTS h ........_ • I I EDG OF PAVE ENT _ _ _ • • .t 3ERSERIS T. CRIMSON PYGMY 2 GAL. GOVT. SPACE AS SHOWN, ,. � , A € � �I� ., 4 . :_hi.-71-6-_,:::_4:1"..•_:•._.: - Y E Y FULL PLANTS . a► • [ — — i, - _ CRIMS P CzMY SAR3 RR i: .., a y s ain RESIDENCES ^ •.• • • ! __ = s,: ' t �' __ '" y "` a � ` ,, : . , .. � _ � = R: N . i :-�► _.. _ - ... 0 R HO DOD END RON ' SLUE DIAMOND 15 - 18 " SPACE A S � - IOUJN ," . w ' :;� : � � o o � • � -- :._.. � . � Y ._._ .::... _ ..... _ - HO O N RON FU ANTS i � � ,+ ` • ..� '. { R D DE D LL PL • „ • •• O . • • 1 • • • • • • • • • 1 • • • 1 • . C RNUS STOLON I E RA 'K 'KELSEY I' 1 COAL. CONT. • • p F 0 • ' • • :44":":44:444 , , '”, DUJARF REDOSIER DOGWOOD F ULL P LANTS s • ' . FUTU•R E.•SIDEWAL K FUTURE• PARKING (14 'SPACES _'O „, Qv • • - i• •• , ) l = - - - - = ARCT -U 11 _ OS UVA RSI 1 COAL. CONT. 3' O.G., FULL PLANTS '" �"'"'� - - i .� . ' • ' - • . _ O 1 1 KINNICKINNICK DATE: • • ++ . . +• VETERINARIAN OF FICE LEASE SPACE • 4 • • F.F. 230.80 0 MAHONIA AQUIFOLIUM 'COMF'ACTA' 1 C°IAL CONT. 2" O . .C., FULL PLANTS BY: r��•' � ♦.•• • • • , , . O 1 _ .1 - COMPACT OREGON GRAPE M 0 ' : *'.'•." '0 CHECKED C B • J '' ".: ® V IBUR NUM P.T. 'MARI ES I I' S C7AL. CONT. SPACE AS SI-- TOWN, C • : � - . • • . • . ... .. - .. - j • - DOUg3LEFILE 1/ISURNUM `' ANTS • .. �,� REVISION ::—z G • • I SEEDED FIELDCRASS SEE FULL S ... 'T' CLOSI N 0 DATE: g o • • • • • • , • • .. r . • ' • . .... :•' •'• , ..... • • ■ SEEDED B SUJALE SEE SPECIFICATIONS c , �° .� ee' • *.(4).., ,� a ir . •� ; �. , y e e Q , ; 9 , 0000000000000000000000.0•O ♦ • . • ♦ + cu cc e S a 06000 * ) Q,t . .®: da: o 0 00- 00000: low `'1 - J ' / EAUX 1'L gP� -IzI Q I - I .' (-• �Nb!�. -I �, IA 121----1. t � L.i t2. "r'r --._• ..7 � I .z kJ 1 1,..1._ U 1__L_ r L- $-: EXIST. TREES TO REMAIN — TYP. 9 ??A 0r. DAYCARE FACILITY 1 " - - MACKEN /SASOCIATES,P.C. 1994, ALL RIGHTS ITO !k RE •--I THESE DRAWINGS ARE THE PROPERTY OF AA) ZIE /SAIT & ASSOCT, C M S - AND KEN ARE NOT O TO BE USE OR P RE RO DUCEO IN ANY MANNER, EXCEPT WITH THE PRIOR WRIT1EN PERMISSION OF M SA a_ Q SHEET ; 431 ": Mike Faha and Associates 3 :r�•hr:, Landscape Architects 1 7 i ";:, ak Suite 327 Ave 1--4 `" " ' , ��iA i-G I � " ` . � f � Portland, OR 97209 J .,,,, ;� Phone (50.3) 222-5612 "> + r Fax' (503) 248 -9251 V OF , JOB NO. 0\ PERDA1T SET 12-29—T4 294149 gr-4 NI- _ , IIII,NI r ., ....... ii/MO al POP -UP HEAD U • LAWN AREA d. PLANTING AREA FINISH GRADE OR Construction Specifications TOP OF BARK MULCH =i , , TOP OF SOD General TORO 850 -00 VALVE COVER V 11I }111)111}11 !'1I }III }11I }11I}11I} 1. All local, Municipal, County and State laws, regarding uses and regulations governing or relating 10. Keep project reasonably free from accumulatron of debris, topsoil and other material. At w L to any portion of the work depicted on these plans are hereby incorporated into and made part of completion of each area of work, remove debris, equipment and surplus materials. Any paved @--- o c 00 •J FINISH GRAD TOP these specifications, and their provisions shall be carried out by the contractor. area or surfaces stained or soiled from landscaping materials shall be cleaned with a power < o OF SOD, OR TOP OF sweeper using water under pressure. Building sur shall be washed with proper equipment C° ' BARK MULCH ° CO _ 11----11 = _ 2. The Contractor shall verify the locations of all existing utilities, structures, and services before and materials as approved by the Owner's representative. •-�, o N _ services shown on these plans are commencing work. The location of utilities, structures, ® ® CO M - I sI ap pr o x imate only. Any discrepancies between these plans and the actual field conditions shall be Seeded Fieldgrass Installation / reported fio the Owner's representative. o • o TA. rt t 1. Contractor shall float rough graded seedbed. Do not disturb natural drainage patterns. Remove •- a- , � 4' P.V.C. PIPE SLEEVE, WIRE 12' MIN, ` 1 % SLEEVE TO VALVE TO HOLD IN _ 3. The Contractor shall locate and protect all existing utilities and f eatures on and adjacent to the rocks, clumps, or debris at surface. Lightly scarify surface. cyji■ri •� X PLACE. s__-__I project site during construction. Contractor shall repair, at his own expense, all damage resulting °; e M Q 3' LONG P,V.C. NIPPLE - from his operations or negligence. 2. Contractor shall apply 50 pounds commercial fertilizer per 1,000 square feet of surface area I o L` before spreading seed. 0 • I • MIN. 2 CU, FT, WASHED ROUND GRAVEL 14'I MIN D LENGTHS P W RA NB RD 4 . The Contractor shall attain all necessary valid licenses, permits, and insurance required to - F- rnN j p bo`1,-) SUMP CL PVC SPIRAL BARB ELBOWS & 1/2• perform the work indicated herein before commencing work, and shall be responsible for 3. Contractor shall manually broadcast or hydro -seed eight pounds of Companion Blend grass seed cV r • ° p o o , p LATERAL PIP 90• MARLEX STREET ELL MOUNTED g < •E ! " 1 0 4 . IN HEAD coordinating work with all parties involved, including junsdictional agencies. per 1,000 square feet. a o 01 o O 5. The Contractor shall use all means necessary to protect the public at all times during the 4. The Contractor shall protect and maintain the seeded area by fencing, watenng, feeding, a- c C 'd construction process. reseeding, mowing and repairing as necessary to establish a thick, uniform stand of grass Li • m rn acceptable to the Owner's representative. '- M MANUAL DRAIN VALVE DETAIL POP -UP SPRINKLER HEAD Z 0 0 SCALE' N. T. S. SCALE' N. T. S. Grading Hydro -Mulch Seeding Li . � ..� 1. Verify that rough grade in landscape areas is sufficiently below proposed final grade for planting Y - N c • • • beds and lawn areas to allow for placement of topsoil mix. Refer to plans for finish grade 1. Hydro mulch slurry distribution shall be a minimum 25 psi and a minimum capacity of 2000 U a references. Verify that grades provide positive drainage at all landscape areas, and slope away gallons and shall be operated so as to reach all seeded areas without tracking through < 0 o t o from structures at a minimum of 2% slope. Final grades in all landscape areas shall be crowned prepared seedbed. Slurry mix shall be as per manufacturer's specifications. M '<i" o a - at center to facilitate proposed drainage. . 2. Roll or float seeded areas to provide a smooth even surface. Apply the following hydro - mulching AMETEK No. 10- 170 -001 VALVE BOX FINISH GRADE W /LOCKING LID No. 10- 173 -134 Design / Build Irrigation Specification slurry mixture at the following rates: . 1. Contractor shall provide a design / build automatic underground irrigation system for all Seed Mix: 2' DOUBLE CHECK VALVE FINISH GRADE ornamental landscape areas. Contractor shall provide irrigation design drawing to Owner's - Pro -Time Supreme 8 lbs. /1000 sq. ft. representative for review at least two weeks prior to installation. Sprinkler shall be spaced at a Fertilizer: ■ , ( ' / maximum at least 5 0o directions. the iameter of the proposed spray pattern. All areas shall be sprayed - Webfoot Cellulose: Organic Bse 10 -10 -5 Q50 lbs. /1000 sq.ft. ��� ; ► - Weyerhauser "Silva - Fiber" Q1500 lbs./ acre Nor N NY UNION 4 GATE VALVE J ► / 2. Upon completion of the irrigation system installation and as a condition of it s acceptance, deliver I- / SCH. 40 P.V.C. FITTINGS ` � ` �I SECTIONAL VAULT ., 4/ to the Owner's representative the following 'As- built' drawings; Three pants and one Seeded Lawn Installation V❑RT DOWN ��i . / JUMBO BOX No• reproducible sepia of al l changes to th irrigation system including a Controller Zone Reference CI ,y: ' SET VALVE BOX ❑N MAIN LINE g 10- 190 -001 W /COVER 10- 192 -101 chart. Instruct Owner s representative of stem components operation, system winterization, 1. Contctor shall roil prepared seedbed with 200 Ib.water filled roller to firm seedbed. Remove � / 4'X8'X12' CQNCRETE C and controller adjustment processes. Instruct Owner's represntative of precipitation rcks, clumps, or debris at surface. Lightly rake to scarify surface. __. ■ IM "' . BLOCK, 4 REQ D, TYPICAL. 0 1�/ �'� � � � / / ' , `��� -BOX EXTENSION NO. requirements and schedule of anticipated controller adjustments as landscape matures. ; ■ ■ ■ � I$;I 10- 190 -003 2. Contractor shall apply 50 pounds commercial fertilizer per 1,000 square feet of surface area . ` /��,��,�� 3. Protect existing buildings, walls, pavements, reference points, monuments, and markers on this before spreading seed. 1 j - - ' ► - ' , �' : � -MAIN LINE site. Verify location of and protect all utilities. Protect adjacent property. Protect work and S , `. • 0 0 0 � % +� `'. -� !�- -� materials of other trades. Protect irrigation system materials before, during, and after 3. Contractor shall apply eight pounds of Pro -Time Supreme grass seed per 1,000 square feet of s. LLI O _ �! � • �O /• %�� 'r �� ��% t., , „ _, � � installation. In the event of damage, repair or replace items as necessary to the approval of the surface area. Shaded areas to recieve mix specified to establish in shaded conditions. Divide , �� •�� %�•������ / /� � %O / � ' : :. ; r ` •• • • 0 � • : .•'., ' : ; ;� 4'x 'x Owner's re resentative and at no additional cost to the Owner• Use all means necessary to seed in equal parts, apply one half in north -south direction, and the other half in an east -west • • LATERAL - i iii i i i �/i �/i � /i. �""- � /i , 4.., ...... • o , j o 0 0 , o o c ' 0 • •: o ; ; . : , o .. ��/ 8 16 CONCRETE TE E p direction. A 1/8 peat or mulch cover to maintain moisture throe hout germination. V *' , \� (°oa°�•' o if 4 ` � � BLOCK 4 REQ'D TYPICAL protect the public from injury at all times. �� fr i v v ""• •0 . • / ^� �. •.O . ...°. ` - 'es� 4' 1 S CH. 80 P.V.C. NIPPLES ro I �� •/ V� � •� �. - \ v 4. Guarantee al! installed materials and work for one year beyond the date of final acceptance of 4• Tlie Contractor shah protect and maintain the seeded are by fencing, watering, feeding, ��� /� �� ���/ the irrigation system installation. reseeding, mowing and repairing as necessary, through and including two mowings, or as long as Ci MAIN LINE 6' MIN. 3/4' ROUND necessary to establish a thick, uniform stand of grass acceptable to the Owner's representative. 4' MIN. 3/4' ROUND WASHED GRAVEL BASE SCH. 40 GALV. NIPPLES WASHED GRAVEL BASE 5. Verify gallonage, pressure,size, and location of service water line. The Contractor shall NOTE' SCH. 40 GALV. REDUCER guarantee an irrigation system that functions to manufacturer's specifications with the source Trees, Shrubs, & Groundcover Installation USE TEFLON TAPE ON ALL THREADED CONNECTIONS volume and pressure afforded to site. Make arrangements for water shut -off during NOTE' EXACT FITTING REQUIREMENTS, COMPONENT SHAPES construction if necessary, notify Owner's representative 24 hours prior to suspension of water 1. Contractor shall guarantee materials and workmanship for one year from date of conditional < AND SEQUENCE MAY DIFFER FROM THAT SHOWN. service. acceptance. Plant material shall be in accordance with American Nursery Association standards set for grading and rootball sizes and shall comply with State and Federal laws with REMOTE CONTROL VALVE 6. Verify sleeving requirements at existing and proposed paved areas. Combine wire and piping respect to inspection for insect infestation and plant diseases and shall be free of insect pests SCALE' N. T. S. BACKFLOW PREVENTION DEVICE where possible. Size sleeving as required to allow clearance for exterior bell diameter in sleeves and plant diseases. N. T. S. exceeding 20' in length. Protect all existing paving when installing sleeving. Restore all paving damaged by sleeve installation. 2. Plant materials shall have a minimum of 6 inches of prepared soil under the root ball, and a 7. Irrigation trenches shall be a depth to provide a minimum cover of 18 inches for sleevtn g beneath minimum of 6 inches on each side of the root ball. Tree roots or root ball shall have a minimum of 12 inches of plant soil under the root ball and a minimum of 12 inches on each side of the root walkways; 18 inches for all pressurized main lines; 36 inches for sleeving beneath asphalt ball, or roots. Final grade should maintain rootball slightly above surrounding grade (not to paving, and 12 inches for all lateral lines. Backfill with clean fill void of matenal injunous to exceed one inch) for bark mulch installation. AMETEK No. 10- 190 -001 VALVE BOX system components. All sleeving under vehicular traffic to be Sch.80 PVC, all sleeving (/) W /LOCKING LID No. 10- 192 -101 shat{ be class 200 PVC Locate top of zone valves a minimum of 6" below finish afiher grade. 3. Apply pre - emergent herbicide to all planting beds after planting and before mulching. Apply per PREVAILING 0 manufacturer's directions. SCH 80 PVC RISER WIND i ,, 8. Contractor shall follow manufacturer's instructions for solvent welding of PVC pipe and fittings UNION to achieve tight and inseparable joints. Utilize single wrap Teflon tape at all threaded joints. 4. Mulch all planting beds after planting, final raking, grading and leveling of the planting beds with 2 . QUICK COUPLER VALVE F ° inch layer of Hem/Fir medium screened bark mulch. AUTO (REMOTE CONTROL) VALVE '\ 9. Install all valves with fittings that facilitate maintenance removal and place valve boxes at L9 < 1 ► location are easil serviced but not conspicuous locations. and lawn areas s be 5. Balled and burlapped trees, boxed trees or bare root trees shall be either guyed or staked as 0 T❑ RISER WITH TWO S.S. IRRIGATI ❑N BANDS 1/2' GALV. PIPE X 3' LONG- ATTACH 4 STAKING PLAN valved separatel y. L ocate valves in planting in c beds nspic wherever passible , away from mower , edger, detailed on the plans. /� or de- thatcher operations. �. FINISHED GRADE 6. Remove all dead or dying branches and criss- crossing branches from trees. Do not cut leader. (3) 2' x 2' x 8' DOUGLAS FIR 10. Contractor shall install one manual drain valve at discharge side of each remote control valve STAKES ATTACH DI ? TREE and at all painted low points in mainline n re all main lines. Mark 7. Keep project free from accumulation of debris, topsoil and other material. At completion of each l i WITH TRIO STRANDS with a sleeve cover and indicate pipe so locations to allow on for As - complete Built drawings. drainage area of work, remove debris, equipment and surplus material. All paved areas or surfaces • r TWISTED #12 NEV GALV. stained or soiled from landscape material shall be cleaned with a water-pressure power sweeper. U 0 ���� �� �� �� �� - -�� � �� �� ��� WIRE &NEW 5/8' RUBBER 11. Contractor shall provide adequate backflow prevention as required per local and state codes, Building surfaces shall be washed with proper equipment and materials as approved by the O � O ` ' ` '`' SPECIFIED HOSE per installed as manufacturer's recommendations. WARNING TAPE ' � � TREE SET CROW Owner's representative. N OF ROUTBALL �� AT FINISH GRADE 12. Contractor shall install irrigation controller in accordance with manufacturers recommendations. Maintenance Z ____ �� � Verify a 120 V.A.C. electrical source and a min.1 1/2" conduit from controller location open to 111 I all electrical zone valves infield. weat any exterior wall penetrations. 1. Contractor shall maintain all landsca areas for 60 da s after acc trn ln of r ec � ■, ; I it. / REMOVE BURLAP FROM TOP 1/3 OF RUOTBALL < landscape accepted completion project. Y i? -- � - -- � - - j - - �- IOW AFTER STAKING 13. Install all wire in accordance with manufacturer's recommendations with a minimum of 18 inch 2. Maintenance shall include; all grade resettlement, mowing ,edging, weeding, policing and removal 6 MAIN LINE 4 M FINISH a ' i.�� ' ��5 6�. ' _ GRADE ���� looped inside valve box at each remote control valve and at the controller. All splices shall occur of plant material debris dunng maintenance period. Seasonal leaf fall removel is outside the BARK MULCH - 2' DEPTH r ► •A ir. • �( . (• � '• :g '' f ■ �. :.' . / �, � • . , o . _:'... , � , . � . •�, � ; : • � � y � , within va lve boxes with water -proof connectors. scope of this maintenance specification. it al111 . VAI *0, BARK L MUL N CIRCLE BEYOND . ..a. •_ • a . •\ ►�'� '�` ∎ ■% �� ` * ,:: .. ..::a ::• ` v SHAL EX 6' 14 C on tra ctor shall install all sprinkler heads with flexible nsers, using flexible polyethylene pipe not ''-' -"/`i''1I` ` ' ,�, ` �`- `- +` 9 3. Bark mulch shall be maintained or brought up to the two inch depth during this maintenance „� �' �' TREE STAKES IN TURF AREAS to exceed 18 inches in length or PVC swing joints. Tee fittings shall extend hor►zonfiaily from period. .. ice'^ �`w �ii��i�rarirrrlw�rlir■►ri/I�►r� p p e �; , •••• AlliZit* ,•••, 4. Any unsatisfactory cndition arising during this maintenance period shall be brought to the " " w '1 IIINII��' 1 : 331 II g y g y p attention of the Owner's representative imnnediately. 4' X 8' X 16' CONCRETE -- - 15. Contractor shall thoroughly flush irrigation system after piping, risers, and valves are installed BLOCK, 4 REQ'D TYP. I I� 7' � ",i ,�i�ii�i�i�i prior installing sprinkler Thoroughly 1 g but riot to instatiin s rinkler heads. Thorou hl clean, adjust and balance the installed irn ation � � TEE UP !. BACKFILL SOIL MIXTURE system. Adjust spray pattern of nozzles to minimize throw of water onto buildings, walls, roads Preservation Of Existing Trees And Vegetation •- & :, 6' MIN. 3/4' ROUND •••••' and parking lots, Adjust controller for optimum performance and precipitation rates utilizing ::;„• w`' rkr'u:} ` i ` DOUBLE SWING JOINT WASHED GRAVEL BASE, N ' 4 :• ' COM PACTED BACKFILL '�,�" '� °' . SCH. 40 PVC STREET ELLS j�jj / ,�' r SOIL MI XTURE proper water conservation meas 1. p ovide te mporary fencing, barricades, and guards as necessary or required toprotecttreeswhrch '''' r CONTROL VALVES WIRES ••,� are to rema from damage above and below grade. Erect as directed by Owner's °. � NOTES' - STAKES SHALL EXTEND Topsoil Placement and Soil Preparation Representative. : : . _ , -� , 1.> LOCATION OF QUICK COUPLER WITHIN VALVE BOX IS SHOWN FOR MINIMUM OF THREE FEET 1. T opsoil shall be imp, with added soil amendments as specified. Imported topsoil shall be 2. Protect root systems from smothering and compaction. Do not store construction materials or INTO UNDISTURBED SOIL p grass !ants such as CLARIFICATION ONLY. INSTALL AND OFF -SET OF MAINLINE AND DATE ' CENTERED IN BOX WITH AUTO VALVE TO GIVE MAXIMUM CLEARANCE. without admixture of subsoil, clay, free of stones, lumps, noxious weeds, g plants,(such permit vehicles to drive or park within the dripline area of any tree to remain. . DIA. +24 NOTE; STAIN TREE STAKES quack grass, Johnson grass, or their roots) and other extraneous matter. It shall not be 1 -- ; 2.> EXACT FITTING REQUIREMENTS, COMPONENT SHAPES AND SEQUENCE SCARIFY SIDES & BOTTOM' WITH TWO COATS OF delivered while in a frozen or muddy condition. Protect from erosion at all times. DRAWN BY: MAY DIFFER FROM THAT SHOWN. # 707 OLYMPIC STAIN 3. Protect all plant growth, including root systems of trees, from the dumping of refuse or 2. Commercial fertilizer shall be an organic base, complete fertilizer containing in available form by chemically injurious material or liquids, and continual puddling of running water. M 0 CONTROL VALVE ASSEMBLY within a minimum of 10N 10P 5K - with 50 percent of the available nitrogen in slow - release i 4. inspect all trees and existing conditions prior to construction. Document with written CHECKED BY: N. T. S. TYP IA DECIDUOUS TREE PLANTING DETAIL formula, webfoot Organic Delux, or approved equal. memorandum and photographs any unusual existing conditions. Submit copies to Owner's M F N , T , , Re resentative nor to beginning work. 3. Compost shall be 'Garden Care' sludge compost, available from North American Soils, Inc. 5303 - p p g g N,- REVISION N. Columbia Boulevard, Portland, Oregon. I 5. The Owner's Representative must be present during demolition of existing conditions within the 6 F A EDI TION dripline of trees to remain. F Z -8 6 CLOSING 4. Pre - emergent herbicide shall be Devrmol 5 -G ornamental selective herbicide in granular form. & z u _ 2 DATE: Casaron G-4 shall be used for control of 'Horsetail' weeds. 6. Protect root systems of trees to remain from damage due to noxious materials in solution caused Z c. ci 5. Post - emergent herbicide shall be 'Roundup' herbicide as manufactured by Monsanto Agricultural by run -off or spillage dunng mixing and placement of construction materials. N Products Company. Contractor shall eliminate all existing grass and weeds at all plant beds in accordance with manufacturer's specifications. 7. Protect root systems of trees to remain from flooding, erosion, or excessive wetting resulting from dewatenng operations and compaction. 0 6. Contractor shall remove all debris, rocks one inch in diameter or larger, sticks, mortar, concrete, 8. Protect all existing trees to remain against unauthorized cutting, breaking, or skinning roots and Cu °p SET CROWN OF ROOTBALL asphalt, paper, contaminated soil and any material harmful to plant life, in all planting areas. inches deep before placing topsoil. Specified imported topsoil bran skinning and bruising of bark. u7 2' BARK MULCH 1' ABOVE FINISH GRADE (1) ALL GROUND COVER in li r SHALL BE PLANTED AT 7. Contractor shall rototill sub rade s ' REM OVE BURLAP FROM . gec , ` � , ,, „ ' EQUAL TRIANGULAR g Contractor to engage a qualified arbonst to evaluate and /or perform tree repair caused by s hall be placed at a minimum depth of S2" in all planting areas and 6" in all lawn areas, floated to t C FINISH GRADE � TOP 1/3 OF ROOTBALL SPACING PER ON CENTER i n or constructed oinfi on the site such as consruction process. o, x�, f�,,,�,,,,�, SPACING AS S PECIFIED a leve s or mou nd e d g rade between an ex sti g point N •., . ON PLANTING PLAN curbs, walls, walks, paving and the like. Refer to plans for grading and contour information. fires on project site. Nr+ II - . " - �l�l our normaon. 10 Do not allow f n th t t • - - ;�,, :14, Final soil grades in planting beds shall be 2" below adjacent paving and curbs for mulch - II II "' "''' ' - (2 LOCATE GROUND COVER application• @ 199 4, E ALL R1GHTS RE tD IATES . P • C . CU I I 1 . 4 V •. , . 4�� ` SCARIFY SIDES AND BOTTOM �► � � � � e ��� ♦ !�!� ' O NE HALF OF SPECIFIED TH ESE DRAWINGS ARE THE PROPERTY OF II � BACKFILL SOIL MIXTURE ~ � ' ' SPACING DISTANCE FROM 8. Distribute following soil amendments to all landscape areas in even layers and power rototill or M/AKENZIE/SAITO & A OCUS P , G (MS // . / // / / , p Y p A ) A ND ARE NOT TO BE SS USED TOE OR REPRO - / //� `� /��� - ANY CURB, SIDEWALK, OR spade to a minimum depth of 8 inches into topsoil, as follows; PRIOR WRITTEN SIO OF MSA E a. ��� / /� //-• � CO BACKFILL - - - OTHER HARD SURFACE, IM11101 MINN, Q ���_����, -,., UNLESS OTH ERWISE SHEET oi___ SOIL MIXTUR Planting Beds SPECIFIED. a. Compost: Apply nine cubic yards per 1 ,000 sq. ft. el , b. Commercial Fertilizer: Apply 50 pounds per 1,000 sq. ft. ���� ®� � 3 - Il - 0 Lawns `` La n d sca e Architects a . a. Agricultural lime: Apply 50 lbs. per 1000 sq.ft, P ROOT BALL DIA, + 12 EQUAL b. Commercial fertilizer: Apply 8 lbs. per 1000 sq.ft. Boo .NW 6th Ave. i Suite 327 .-J 9. Preparation of backfill p lantin g Phone: ( soil mix shall be as follows; Portland, OR 97209 U TYPICAL SHRUB PLANTING DETAIL GROUND COVER / SHRUB COVER PLANTING DETAIL ) 222 -5612 Thoroughly blend and mix the following proportion of materials while in a moist condition: FCDC (503) 248 -9251 �, N,T,S, N' T , S, - Three cubic yards topsoil OF - 1 1/2 cubic yards compost - 1 1/2 cubic yards bark, medium coarse JOB NO. - 10 pounds commercial fertilizer ON PERMIT SET 9 d- Five pounds bonemeal - - 2 � -' V - (Peat moss @ 1 c.f. per each rhododendron/azalea plant. 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MAX SLOPE 1:12. 6. 7-0" WIDE STRIPED CROSSING. 20'- 1 F i 0 , s k 4c2 0 1 co 4 / II r--" ,,„ ,...,, , o 1 7. 6'-O" x 6'- 0" PLANTERS (EXTRUDED CURE3). I I i , ..--. ; ,...., • .L.L.H j ;'i , 01 .7: I i 8. BIKE RACK. SEE DETAIL 7/C4. 'N 4:5 + . , -....... H r4! ' . I 1 1 1 0 0 1 G. ASPHALTIC PAVEMENT. I • i .> i i \ .. 0 L, 'I % i // /1 q ' .6) N. . .i 10. LANDSCAPE AREA. SEE LANDSCAPE PLAN. i' ' 'i R r I i .1 l' , i 1 F.F. 231.50 , ; : COMMERCIAL DRIVEWAY APRON PER CTY ST ,. i . 11. IANDARDS.C PUBLIC STREET IMPROVEMENT PLANS) ct.. , d i : I\ 'I 5 : il f'L c.,''`'17!0 :''S' 4 1 . .i 12. 5 '-O" WIDE PUBLIC SIDEWALK PER CITY STANDARDS.(SEE PUBLIC STREET IMPROVEMENT PLANS) /\ .; Fl =, ,,,, ,,, • ,...., ,:•:' [ j tv_4.1 1 1 , 74 -... 0 siv_.,c........ / , : . t ' 1 , 1 1 ' ' ,.. 1 , 13. CURS RAMP PER CITY STANDARDS. i i 1 qlj 0 r i , .. + 4 : ' 4,; 6 ' -0t ,Ir.,..9.',„...- ° , 1 • 14. BOLLARD. SEE DETAIL 12/C4. . -' Pco 4 I ' I ' cAl i I 15. 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K 9.,6 7 I t , I , r .‘ ,3 i Q 8 11 c : Y p t . ! 0 Ei . . . • F ' . i b : . 1 , , 18 . 1 ,, ! : i ; V, ..•ii 1 : DATE: 1... , 1 , ,, > 1 1 6/10/94 t 0 i, v , , . t t -., 1 : ; t , , , i . . ;; 1 ; • "CP 1 - DRAWN BY , , / V 1 \ET=RINARIAN - , t 5',0 NSS/SLD/CNH/HR , to q , 1 OFFICE LEASE SPACE ...... 1 1 F F 23080 Lr) , 6 1 • 1 1 i . . . t 1 . . CHECKED BY: „'" -...„. LL! 'P 1 ' '+, D LW : t : li ii [7h 1,56 ..i ERDEiviiisoit?N it i . 1 .: - 0 ! .,. . , i , , , , , . , , . D , . ;P1 tr I G r l .. 4 IF' . , el 0 0 0 LL.; 31 i , 1, Elgiti, CLOSIN il f' , „ . :-P 1 DATE: . 1 . • \''s, F tL I' I: , w 1 tr) : . . I 1 I [ ., f , .....W7...r. CD ! ",-____ ■ F i L kVA 1 t f j l i /4/95 ;i . . .1 , • • ‘.',. ei >52 -0 , I -.-E1.-1 ■,.4:17-+ / i 0 ' 114 2-21-95 /25 4' t': GRASS LINED SWALE //----\ c‘i 1 \ r3 I • •,..____ - - F.H. S 89'49'12" W 240.00 ' --.., i „:.--, i i • 7 -1', "[ ril. iicl k t, >i i l• , I. cn , 1 r ,-........... 1 ,-.... / I CI t , t nzr 20' SETBACK LINES .. . . . . ./ i ity6./ 1 " 0 i , , , AINIIMIlMj .IMMIIII1 [ I,' l' ■ : ' 7/1111 in 1 1 . i :`-*--=' HTS RESERVED I ' ES P L r, l i n i Rel 1 ,T17, 1 i, 0\ ; .1 7 N i 1 : i 1 a j ....... L „ ,),/,,, 1 1 t lei.,-. MACKENZIE/SAITO & ASSOCIAT - r ' t i I DAYCARE FACLITY •. . . . , r ,.._________, 1 t I. THESE DRAWINGS ARE THE PROPERTY OF 1 , MACKENZIE/SAITO & ASSOCIATES, PC (MS i A) AND ARE NOT TO BE USED OR REPRO- e , , rDUCED IN ANY MANNER, EXCEPT WITH THE r r PRIOR WRI1TEN PERMISSION OF M S A , r , SHEET 1 ' ' , t , L fi 1:: • c iz ir- 71P A V, f, r\ 011 f - , L r [ vi...aL i;' i..... i IL.-^A i; ,,,..- k i' ...i : 1"=20'--0" . il : : i , t, .--■ , Ci [: OF 4 I E t - , O3 NO I } t l r , , ,, , , , t7 L '.....)-4.- .1- ..'.) F,....\p[-n, pzi=r-f, 0 %, . 1: ;, 7 7- Q=77 e k ..,-,..., dliftg 7•• _, , im• I a Vu'rs. r ii‘.0 4 6■61.0 ) 6 16....L766Vi 6 Iii v...04 16. 1, 66.. is 4 0- c-ki . , . .. „ . . . „ . . , , . . , .. . . „ . . .. _ „ , . , „ . .. , . , • . . . „ . „ . . , . , . . . . . . . „, , , . i 7..,..,,ntRnrk,,J1 rt.nArTrz mr-rn:_-q. STORM DRAIN :NLET PROTECTION !, • L ., ri ' 11 1•.- ii t'aid‘...4 t CONTROL ii ii,v,— 1/4•0 ;,' ..%,...)• 1, ., [ C.- , i• 1. Construction activity to consist of new building construction, TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO [ t I , paving, and utility work (storm arain,sanitary sewer, water, gas, PERMANENT STABILIZATION OF DISTURBED AREAS. It ■ electrical, telephone). Ii I; CONDITIONS WHERE PRACTICE APPLIES: v t 2. Total Site Area: 1.32 cc WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PE.RMANENT STABILIZATION WI CO " 1 Disturbed site area: 1.32 cc ± ' OF THE DISTURBED DRAINAGE AREA. I+ , If 0 •Csi I ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN +; < 0) •e-- f t . 3. All trucks transporting saturated soils from the site — F ,„, ,,, c • shall be well sealed so that water seeping from the soil cannot EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. g ' drain from the vehicle. If truck is not seaied, the loaded truck is 1! 0 0 0 NI i ' required to remain in place until the water dripping from the DESIGN CRITERIA/SPECIFICATIONS: s saturated soil has been reduced to less than one gallon per hour before eaving the site. SEE DETAIL 1/C2 FOR STORM DRAIN INLET PROTECTION. 9, 1 i 1 l • i+.., . BERMS MAY BE REQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS •• f .' 'r: .4 14 0) , II , 4. Effective erosion control is required. Erosion control devices ., , ' AND PREVENT BYPASSING OF THE INLETS. X ,, ., . must be installed and maintained meeting the D.E.Q. requirements. . , AT NO TIME SHALL MORE THAN A ONE.-7 FOOT DEPTH OF SEDIMENT BE ALLOWED TO • The City may, at any time, order corrective action and stoppage or ''' , s, 0 0 / • ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST ' , i :•. work to accomplish effective erosion control. „. SE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN 1: 0 • , II : . THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. i, t --.. 0')n ' - — c 1' . t , . i < E — ‘.'. r 5. Effective drainage control is required. Drainage shall be .. „ * 3 . . controlled within the work site and shall be so routed that „; . „ -------" STRAW BALE STDIMENT BARRIER . cr.; c "S cz 0) r 0 r adjacent private property, public property, and the receiving system : P _ i.) b , „.„_,. .„.....„.„. PURPOSE . ' .,.. _ ..,.._ are not adversely impacted. The City may, at any time, order corrective - / _ , - ..._......,„_„----'', . k L j ,, , , . TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY l e ,'-', • action and stoppage of work to accomplish effective erosion control. : .. ...„,. „., 0 ' f', PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF I i 0 - i•e) 1 +, _ ” VELOCITIES. ” z 2 : 0 il • / . _...„„. • / •: ...... , "-- ,, t. . r: LI .7... .0 p, . „,...- • . ,,' , N -- - 7 : 9 . ' . ,... . , „_. „., . .r,,. 0 / CONDITIONS WHERE PRACTICE APPLIES: ;', ‘,..• c ed .," "Cf • +.! ,,, / i t ..."... co ,.. 1 , , ,, ,,,,, . „ . _ ..,___,. , - . • , • • LEGEND ,..,...,,.. • , „ ,..: • „ '• . • ,I. • . , t / I MAY BE SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS + , () () . . . . _„,. t . . ,.. . -„,, . .,... . . .., , -" 0 OF LESS THAN 200 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX '1 -+st. n 01 - 1.7. 0 ..c..7 6: C.0 0 ...0 1 i , 11 , ,..., , ., ,. ____ 1 • \D . . . .:o _ ,. - ., , RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. Li . , . , . , . „,t- I'l AT TOE OF SOILS STOCK PILES. , ' _ _ -, . ,, - - EXISTING CONTOUR ......-. ., , . .. , , • .. ,./. . .„ •,, , ; , , ----„, • t, • __- _,.. . 1 ......./tene ....NW,' • " ' LO S ., soh\dta" ••4 ,.. ' , , , . ,,,,. . , m' , .,, • '- • 0 .) '' • • i, ',..;•.:;, 4,,,, IN EXISTING, UNDISTURBED DRAINAGE DITCHES/SWALES USED TO CONVEY 1. „„„ _.. ,,, ,. .. ,,, fi --„, CZ, \N • ,, .„.„„ „,,-- ...- : , DRAIN AGE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED 230 PROPOSED CONTOUR „, , . . , / . .. „..,, , vi....0. :•., N:,,,..:,, By THE JURISDICTION). 11 - - -. - -.- i ,: / - ",. --- ., ., . ,,,,„ ,,,.._ , .„, , , ._ • _______--_---------------__ • . „, S•4 ,t• ••••,, DESIGN CRITERIA/SPECIFICAT ,.., . , ..,• • i . i • II . ..,, I 231.50 I itv-to !I PROPOSED SPOT ELEVATION - © , • IONS: ,,,,, ___- • .. , _---- „ ---„, AO , , , „, - -„. — - , .,. , . , i ,, . ,-. ----------------'— UR N SEE SHEET C2, FOR LOCATION OF STRAW BALE SEDIMENT BARRIERS ® , • . . L . 1 ..... ^, i \ t . - F RO ° ilhl ' \ ALONG SLOPES AND CATCH BASINS. ,., .,,...,‘ „.,...,..,•• „,•,, • • ' --, .- . . ..„.,.„, ,. , t!, „,, .' . . .„.,„, - ----- _____--- 47,... .„...--- — _: — O s — SACK \ . , STRAW SALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR SALES OF • , i \ ,..-0'' . ., , , •• ,• _.,„.,- ..... . ., -• _--------; - +3). t \ , , , +; iia■■ t■ @ ..- --------- '',- \ 4 .. %4 . + + , . _-------- •, : '‘, i '; --- 1 El \ CEREAL GRAIN OR SEED STRAW , , J . - ------ ---- -7 . , I ! I , 1 • : t r" ‘ - ,-,,,,,. , , _--------------- : ' . . , STAKES SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO 0 , ‘ > _ . , +1 ' t - .' , '; lowill,0 t A MINIMUM DEPTH OF 12 INCHES. ' , , . , • , < %,,, __ .51_1 io . / - , . , . i ia, . . , • ‘ , , • , • •• L '' '' ' .-S, %1E1‘ 50 ' . . : • : • \ 1 I ( ____--7---- . $,•-•.. ' ° f „..,,-, • 231.30 • , , STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. t l , • -, , V ,---,-;----- ,.---- ____„---------- • • , .,- --- -_____ ------- \ 231.60 / . , . • i + STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH 1- t l ' ___ 28 ..... _... ..... a . ( ._ :___o__,. --\ ,. .: i s so '' ''' ' .7 :•,,, . ,,,------ , ,..--'231.80 Z \ 231 : ,..„,\,. ,.. $ +1. • f kc\ j .' r RC-2 '1 ' z , , . „ AFTER COIMPLETION OF SITE WORK IF APPROV : \ ED BY THE %JURISDICTION. ( ' • , • .,......-----, 1 4.77 i ,:, ,• ' , AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE , 1 2 . %! t t„. , A , 2 s'.75 _ I i v -C-2 '. , . LL BEHIND STRAW BALE SEDIMENT BARRIERS ,, ,-FILTER FABRIC OVER C \ 0 ,.- .---,--------- --,„ ,i ALLOWED TO ACCUMUATE , \ •C___Wke' 1 4 95 • , i 0 ---l'------UI' ' '.. . '7 161 1 '' '' ' ' - ' . k k„ SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE o ,:. , i+ ,, t IP •••'••••••••• '''•• - '.. • .,, '• • , ,,. , NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. + GRAVEL FILTER \ 1 I /.., :• ,''' I.\ BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL 0 I + 231.2e ,ii i, i : . , 0-) [ . 1! \ \ i [1 231. ''‘ O'''''' , (J ,,,, %' - `---- • ''' / 231. '37 j : \, "C\I , , GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND [ .; .., a 51 it i_a_.....111. jr-ltriva ' • sios \ \ ' 1 ? oy .: . . . ,, 1 K. ,. p 111:6 230.87 1 ,, ri UNTIL OWNER ACCEPTS WOR m I° • tt ('' ,i ..raiAt. Oggiawil I >. \ \ 1 ; 1 ii ■ r: , , 1 AV o • ° Al ' AVZIA.C+ 118" MIN. /-- :, \ 1 C\I q , 1 i__ jrVe , \ . (0 i t . 1 I 231.70 : .-t, „ . ;k" 4 _ .,.,..,,,,,;., \‘‘yrii&,. 4 \ \,. 231.50 i :E liF • ;7' - 1"' , , " , . .---,„ ..„ ,II . .i (-N , . , TEMPORARY SEDIMENT FENCES 0 I . _ : 1 1 u \ , 5 . . , .' . , k r * , . El117.... L=411E1 , . . ' , 1 , PURPOSE': < f . `" 7 1 1 El I 1=7 11=- r / '''''''''''''''' '''." ..'1 , . \ :•I t> , / i i ' . ' • , 111=111=lil=i11=1 i=111E 1 I f k ,.' IN 7, , , '''' • '' P ,, •., . „. : k i ! • . 11 1 ' ' i 4 I , ..„.,„,. \ ' ir.i..., , TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE 3 y . • 1 1 , 1,,, ld ' rillfr , 7 . 1 11 .. ,-, , • . r ,,,,,-' ''''''''' ' — ' . .. PROVIDING A TEMPORARY PHYSICAL BARRIER TO SE.DIMENT AND REDUCING RUNOFF t, •,, , 1 1 „ , o•-• - • _ i •,' 1 , „,„..,.„.. ,,., :•,1 1 • i . --' .) • A ; , VELOCITIES. t, ' ' /I .,,, 1 • , k, I 7 „,-- ' , 0 . Pi, j■-'. " i, I . ; Cl : g ,. :, WEEP HOLES IN C.B. \ ,„,, ------N„.,ii ,,, . , ,,, 1 0 : CONDITIONS WHERE PRACTICE APPLIES: +: . , ' ' , 'A [.._..........._..... , ., ",,, , I . t:.1 -,,... -' ---" ... no..017N ----_ , -----1----- ( , ), ' ,,, O ., )1 . --------. \N „ A 5„ 1". ,56 K ., .,,„,....„ 6, d,,/ 11 . 0 6 ilL 11 ; 0 ' 5 [ 's ' Id , [ 1 • \ .. .. , DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET F 1 \ 4 • ' 1 ii • C I ' ; , . 1 \ 111 . l ,,,,.>, 23 / 'c --, -,... , 1 ‘. 230.65 r . , lq ie 30.15 ? .1•-• 0 . 1 , I: k . , ' ,, i N ' ' f 1, 1 ' I' ''.:' 1 `. 7 , 1 4 ,\,, ..,„..,....„----...... RAul_NT°HFFE TOE OF SOIL STOCK PILES. I' 0 ‘ F.F. 231.50 t•„, .,.., . . . .... .. ,,. , . • vt.,,,,, , ,0,5000,..2.,,, ' ' 1 1 , \ 111 , j {7I ' - 1}, ':' .' ' • ''. • ' ' ', ) 229,96 '„ ; i ••<,,,, i. . !)) P ', ; It. ..,'. -' ..,:,;•::,:` ' , 1 AT IN TER VALS AS INDICATED ON SHEET C3 ALONG THE CON TOURS OF + ',':' t.„A+1 f' [1 . \-,-..„,227.20 I . ,,,,,,bii, , lilt / [,. i i ; ' L 229.85 , <1..„, , , ., , , I' ' N r \ 4 t % . 1 LARGE DISTURBED AREAS . , P AT GRADE BREAKS EXCEEDING 20%. A - 17 1 e"%il A qPikr ci .E.0110N , „ .. - \ L., ,.. i : ! :,.. ) t °.---'" i . ,, } N4.0 4 , ..„A i L...)Pirro%.0% %Li' ' -,„ ,,,. 0 - \ or aiiiial. ' , 230.40 y s--- ,,; .' , 1 •‘,. C T „, ,., 1.J r F.H er''''' L '•,,, FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. _ r0r _ e ' , sAfir , 4 # ' 1 3 ! 111 - \CI r po 1 229 I .86nS, *i Q t, g 1,„ P , ',„.„„,...,,,....„, SEDIMENT FENCES SHALL NOT SE INSTALLED ACROSS STREAMS. ( i' ----..: l'' 1 ' [i ./,`:(2', ' i \ . ze „0„,,f r. i I ..C.- . .,+'^fte' ol * i ,, '::::;'/ ; .,, .;,,,, 229:90 '''' ' . — . DESIGN CRITERIA/SPECIFICATIONS; is \ ' 230 30 0 h , tr 4 h , . 4 , ' =,..,iv- 229.75 4 11, :''.:: .+' 'P.). , .___,24„,„„ U 4511 '' (--' '''' ''''' ' 1 i 1•; r ' , 4 . ! li a. ' 229.76 (_ i SEE DETAIL 3/C2. r . `v co h-----IL-1-0i-,„. .„,„„,_ F-- .,/,';,',-,; . ....re Z. E [, i ;e,' LL-1 f 1. ; :5X. 0 0 1 230.06 ::'-'-';':::: ,, . ' ., , fl e 1 / um i f004t 77 -- .2:36:20 . . ., EDGE OF PAVEMENT k ■, z _ fi _...,__!. .1 ', (f)7 SELECTION OF FILTER FABRIC TENSILE AND - 4k, . 1 , 'BURSTING STRENGTH ,' t e 0 , to li - - CV * CI 1 2 , , ., .J : f f : '1--- , ' , . , , .. , , , ,:: - - , . , . , , i N230.25 1 1 '.,`: Li ,\ CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO $ 1 , ,.. i , 1.„0 > ( \11 0 :.;', •,+ . ' ,t . ,... „ v .: N.,0+ 1 , ' Iv ',-- oak< LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE ;' 0 ( • ' F. ' cfP 4 - 1 '''''; '' y ' 230.06 '' 230.06l: ,,„, 1 ''..-: , I ....% + t csi J,ti+: RASH ,,:;;;„:..:',: • i:1 .. ., ,„ , 230,06 230,06 ,,,, "" - 230,06 : - - .„. ,, 1230.17 CHAIN ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS ; t i --,,.... , ':. \ ',' -- '.7 --- \ , . / 7 ' " :: : '''' r ,•re . 1 / % , , , ----..11.■ . THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTE.R i il FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO L Z r ' ,i to , : ' :q , ? , . i, ,. . , :,,,. - , , _5 , ,, IA -7',„:',;:... ,/,',,`,/„; ,.4 ,',. - 1,1 '. r ! ' I , , . , , , - >, . ' _,..L1 L._ • , I-- ' [ . „,,, ..., ,„ , ,s s 1 ti ...,,,.. i ,,.,„4 '---, i • ' 6 ' 4 ' • _ _._____________ , ' ‘\ : PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION t..— 0 ,„ „ ,, \ -, tt' 1 /. -/ . .1a% ,,,. , , , . UV . • LIFE AT A TEMPERATURE RANGE OF OF TO 1207. [ il • -r , • V ........ Z1 ' ; li ttN; li • . /I , ( ',, :: > . • ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER (1) ( , 11 . ' ''' I c i 'I [ 226.93 r I cs'I; 1 l ! . 0 SEDIMENT RETENTION. 0 ,P, [ ' 230.76 1 . ' b k .. N._ ,,i/4 1 Ai 230.76 of \ 230.76 230.7&, 230.76 230.76_ „..,,,,,, - 230.76 ,, --v 0 IM MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE ' 1 reCic leir St0' • %, --- > - „„.„, >, ' f' ALLOWED TO ACCUMULAE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD T '' 4* t: l'..; ' ,1 .1 .. , ,,,,- . ..,-. , \,\G oss8.* .4.740 4 AT NO TE SHALL „ , ,,,, • ,1 ,,, .„,, ., .,„,, • BE REMOVE.D OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES ...... , , i, , ','4 4 :/.,.;) --..„„„,„, ... m . > , 41 sck . : , , -4, , ,, ,, , , r,,, (FUTURE) Po : REPAIRED AND REESTABLISHED AS NEEDED. . , , t . • ' 4 . 0 1 0 ? \ _,•!7■ ;40t 226.85 r . ',11 / , , o ck Q5) 1044. , . LEASE SPACE J , %.© . ,, , • • ' \ . 4 N % f , GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO' PREVENT EROSION AND " . \ ;4•°442411•4111p0110 *Pr effbareg"a*P4T4Mt1•' . , 1„: 1''' I ''; i 1,-. '" ' \ F.r. 2,30.80 4 , ' ! .'''''``,'•\ .• : ,. ," ., . ii , UNTIL OWNER ACCEPTS WORK. ' . h -40, AP 0 ■ *A- Alp 4• .4•r•Te• %.frit r, ", , 4 , , ..L.A1:+, \ \ \ \ HYDROSEED FUTUR,E„ PAD AREA '‘`. ''''-----••. . , • ,, d • ; \ A•q I 0 " 40 AO 0 P , — 1-11 Z l i 6 ! 1--tcv• s. .;.. • . • GRAVEL CONSTRUCTION ENTRANCES - •41. s , LIT) , li '' 1-',, ,. \ , 1,!1 .' /I BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL :".''' , ,'' ,' alli , k ‘,: 1 :„ 2" TO 4" ."Ibk • _, _ , , 'ii • PURPOSE: e QUARRY SPALLS *e0- 1 i xl • ' ,,, • -- . „ \ i , 4., ,I . I TO REDUCE. THE AMOUNT OF MUD , DIRT, ROOKS, ETC , TRANSPOR TED ONTO ROADS _ ; 2;-„,.,...,-? " i: oiLizGoN- v , : , 1 41 i , , . 1 ,' BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED I$ SUBGRADE REINFORCEMENT 0PRFOIVINGDREEsFsU/LLEGAR'IEDsTsli AREA .* ' ' li • i " • „ , v ..+' ,„..„ \ \ • •:, t-„, -, ...„ , .t • , : PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. 1- i-- .....; GEOTEXTILE, AS REQUIRED '• 226.68 1 1 10 ,,, 1 . Na . ,, ,, %r• - ', ' • i , t, Cli K 0%()Cj r; . ; :I( . .. , :ik.,,t,;; ' , . , . f , 1"■,,,a? , , „ CONDITIONS WHERE PRACTICE APPLIES: 1 r - , ,,- + ; 8 MIN. DEPTH . , • , it..XPIRES: ' t - ,.,, . ■ , I . ° > ' :" 7, :• :' '"''.'.... , GRASS LINED SWALF. 7= '' „.„,.. . ,„. , $ ' • . . i • -.) + AT ANY CONSTRUCTION SDI WHLRL TRAFFIC WILL BE LEAVING THE SITE AND 0 r-14 ItAlikk' ' , 41 .. . . o OF. H. MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER DATE: • -..- . • -- ---- • n — • , ' ; , r , '';" >-. „ APPROVET.) ACCESS POINTS. 6/10/94 DRAIEWAY SECTION 226 62 L , , IMR• _ 226.58 226.20 949 : '12" W 240.00 \ , DESIGN CRITERIA/SPECIFICATIONS: 'i; DRAWN BY: P , 2 z / , ,... „, 0 . `-',,. ' . 0.3 ,„,., „ , ,' , p . o L1 11 1 , , , ../ '. s,.. 4..,•: •, . , , , . ,, \ SEE DETAIL 2/C2. SLD, NSS, HR / l' ., , • $ 1 - . . ; ,: QUARRY SPALLS BY TO 4 // MATERIAL SHOULD BE 2 ' i , , • ' ” " . CiECKED ,,, t t, . , .,„.........„ _ „.„ , \ ! DLW .• • , \ ,,,- ,,,,, :' . \ ; THE GRAVEL PAD SHALL SE AT LEAST 5 I THICK ICK AND 50 FEET EN / . 1, 0 is . , , ,... „ , , , ,, 0 •' „,,, . / , LENGTH. VVIDTH SHALL SE THE FULL WIDTH OF THE VEHICLE INGRESS AND REVISION I ,r v F. r, ;,1 / ,, ‘,. / ''”, ••,::, . / / A, ,„,,, I EGRESS AREA. (A 20 MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS EDITION ., LT4...T4-4-i'l li .,,,,. i , , ,+ 7 , , APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION CLOSING , . ..,,,,- / / .,,, 0> ( SITES) '. a'Jo‘ DATE: II : i ,. . 1 1; [', :zi II 0 ...,,- I , /--- STEEL FENCE POSTS 2" X 2" WOOD POST AT 4' 0.C., STANDARD / „, ., • ,„ ', , \,,,. I ' . ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN r7 tl C) ' OR BETTER OR EQUAL ALTERNATIVE: , \. ,, ,,,N -, . , „,- , ,, ,' ---N . PROPER FUNCTION OF THE PAD FILTER FABRIC FENCE . ■=1,.■V,mmoosef ■ s . , / . , , .' . .„.„,,,, , 00 ,„ , .4 1 1 PLACE POSTS AT 6'-0" 0/C MAX. , / ‘,„,, ,,,„ ._,,, IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM ' n 36" WIDE ROLLS . 1 7.--1/277 v- ( .., 4 4iik : , . . ' ,4,„. •„, ,..,„ / / , VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, •--i° +-....f, , , i • • l ' R a 1,, '`,,, 0 5 ; ? • 4 ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE - 7 r, r , , ,...... i ; HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER 1 , --- 4: .---.+'‘ co Pi t• 1 , ,./. , . , ,„ , , CONSTRUCTION TECHNIQUES/WORK OPERATIONS +MODIFICATIONS. WHEEL 0 \ A— . / . V' ,.., . N. , 0 j \ ), ,. \ , „ ./ 9 , • ''' - . 9/ " ,9 . '',, WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD Z: , . . , \ / j / DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRIOR TO LEAWNG THE - L CONSTRUCTION SITE. , • . . N I, r ...... t :..........{. F' r [ N.- I 1 ; s,, k., ,. - . ,,--• . . , - ' / \ \ ,' ,, , / , ,„ ' . „.....,w-.....1........1 , ,,' CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC ' I ) +, C) , 2.0 \ -, , ® STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. 17 , I' 0, 1 % %., , / ,/ ,/,' +t$ $ •' ".----„,.., - 0 USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL t MACKENZIE/SAITO & ASSOCIATES,P.0 % . 994, BUT CONSTRUCTION OF A SINGLE FA ALL RIGHTS RESERVED RESIDENCE ON `...„,. k 0 M ; I . ': THESE DRAWINGS ARE THE PROPERTY OF [ , 0 1, 1 "I.. - ' CN: 1111= 0,3 -Ni- , Al TO S (,-! 0 :7-111E----1Th----1 44 4 4 I '--,, ,, SITE GRADNG AND EROSZN Cal,'01,TRHOL FLA EXISTING LOTS OF RECORD N , °Up vivIlM PERMISSION CiTivilTIA-1 ; : 1 I 1E11 1 I IE I- - i"=20'-O" r °R =I rp , 111=11 I= = 'I'I I • • 1P • • SHEET . . f 0 NATIVE BACKFILL , 3 RC-2 ,___ 1 --o 11 i a 4" M I N . C2 ( 2-21-95 - 1 17 h i 11 r : C•1 BURY BOTTOM OF C..) II FILTER MATERIAL , / _/ IN 4" X 6" TRENCH. . OF , , , , 9 La j, • 't r ' - ' 4 71, EN CE 17 EROSION a% i il.... ;'-L\CE C -110 0 z LOB NO. Ii . 0 P , Ci) La # - 1 1 i ii H La i 294149 i .7..z1z.vrc.."=[7 ze..)t 7:,.sf.... 417- ST 1 . [ l i . il rii,i. v A.bilL...L....0 li Li..-ii tiviO i %...4 L. /6... LA:0 %."..idd , CNi • . . . 4 . . „ „,.._ „ , . ., . . . , .. . . „ . . . . , .,. . . „ „ . , . .. .. . . „,. . . . „ .,. .., . . . ,, . ., „ . . . . . . . „ , • ' . , , ., . ... . . . , . . - , . , . . t , „ H 1 ti 1 , , t 1 . f , 1 1 I ,• ; 1 47_,,,,,=k1E- .--. c-- r-- , NOTES uL.NE_RAL NO1 LS 1 i 6....ti.N.4.i...‘6.., 6 l d ...',7 Li...i 0 Lr) 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, r i'n c9 11 , . ; 0 cs UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION [ ,, OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. t , L _ c co _,_° 1 • PROPOSED STORM SEWER LINE 0 `. x c g , 2. DOMESTIC WATER SERVICE COPPER SERVICE . 0 ea .--, ...- PROPOSED SANITARY SEWER LINE TUBING: ASTAA 8-88 TYPE K, SOFT ANNEALED TEMPER. i. Oil 0 ;..P) FITTINGS: WROUGHT COPPER, SOLDERED JOINTS ANSI B-16.22 11 ( 6.. d c 1 ) 6 , ,, il < 0 - ...... - PROPOSED WATER LINE • WI TRACER: NO. 18 BLUE INSULATED WIRE BURIED WITH ALL NON-METALLIC PIPE. ,i .; ') -2 •14 o.4 ;‘," , 11 < G F.H. PROPOSED FIRE HYDRANT . .: .. , TEST: TEST AND/OR STERILIZE AS REQUIRED BY TIGARD WATER DEPARTMENT AND U.P.C. . c...,- .. , ----- , . ' PS l') /4: 6011- , ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD WATER DEPARTMENT. 11.il PROPOSED CATCH BASIN :, v2. 3 / Wixs Loollo f , ' ' (03 1 0 CO PROPOSED CLEAN OUT T , /8. 5' GAS, . c . ;300) .-. PW3)(' 3. SANITARY SEWER MATERIALS: i-- - . - 2.)tr; 0 0 1 INTERIOR AND WITHIN 5 OF BUILDING: CAST IRON PIPE . [ I, < - h b L D 80,1 - 10 \ P ' , C 4-. E PROPOSED WATER METER , OTHER AREAS: PVC CONFORMING TO ASTM D-3034. (/) = 0 ti 4,...e•-"r•-d,,... t , CLEANOUTS (EXTERIOR PAVED AREAS): JOSAM #58e6o HEAVY-DUTY CAST IRON ACCESS BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT ;, a - 5:- k Lij a C'• ! , 0 , - . WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINNIUM -. I m 74'41 i .„..... ,' , . 4 EXISTING TREES TO REMAIN ..., • 18" X 6" CONCRETE PAD AT GRADE. )i... po ' Ci) . C) 0 ; \--...*.1 .„ - , ,,„, - ••• . ,,; .?-. 4. STORM SEWER MATERIALS: ..."- 1.1 I-Li ..,„.. ......... ,, ......- „, . , . , . 2" PAPER WILL BE LAID ON TOP OF THE DRA W N _-- ---- ,... - „ , ., „ . „ ; . • • ---- POLYVINYL CHLORIDE PIPE (PVC): ASTM D-3034 CLASS 3 ' .1 - 0 :-.. t t • c; -- . • , ,, .„ J V " ■■■ • ..............' ...... W .,= C) ■■■■ C { . e 0 ' ' , , i . •"' ' ,..._ ". .. .....„ . ,,..E.c --- ,- --- --> ..• u G _.:-- - ' -- --- ---- TRACER: NO. 18 GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE. r < 13 o' "L'.: o .„,„,..„.,..„, --- • ---- __ ,-- CLEANOUTS ,(EXTERIOR PAVED AREAS): JOSAM #58860 HEAVY-DUTY CAST IRON ACCESS 0 0- ‘- 4 " G ..,,,,,- . --- BOX WI -2 1,li\50\-1') , ... • • ----.)„ ,T,-. ' 0.H. ELEC TH St.Ct.KED SCORIA T ED CO R, ANCHORING VE FLANGES, AND CAS IRON CL T EANOU T - , ___________-•- 1- •\01.4 . :. " 1 . • ›. • SERRATED CUT-OFF SECTIONS AND , WiTti THREADED BRONZE PLUG. PRODE A MINIMUM VI . 'r'''ACk■ L . S V5. ". ‘1( .F• \ . ' . ,.. 9 \s o . st,,, . „.. P . . 5" ....„:,-.."1.• . ' - 1 ',----------------- • ''' „„. ,.., .-,,,,,, • 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE [ , ,,„, ,„, -,,t- 0 , „,, ,„. , . . , • T'. CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. ; .. „.- .,.,...,,. : --- ,.,„ -. ,_,. . ■ I cor) .., .,..• ---- 0 _____- ,, ,., .-.. , : 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO t ti 2 , .„.. " „,-„ -„„,,,• ' ' --- , .... ,...„ .„ . --------'" • - ' " --,---, AO kd cl %,„), ',,,'L -- t , ,., , . .. , ,, - , , . ..„,, ,. ,, ;1 -- uRi3 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. ,. - I. L j ,, ., . . G • S - ..., _ : Elix \ ,,,. ,,,,..,„, -- , , .. --- , - .. 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT - - .-" ^ .. . ,WIZ 'z'-OWER POLE , - , . . . _.--------- :- - ' ---- , • BA N SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE - rE\-- - . E.k-E-C 84 _----- - . c, •131 . , . **„„.... r......... , 0 1 ---------- -.PIQUA." * SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT II I kr+.,,/ ' [ . „.,.,„ PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. -------- ,, , „.„,• ____- 0 _--_, ... * . . , „,,,..„,„„. ----- __.-- „,„..„„ - • -------___ ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH ' ., , ---- ---- „ ..va „---- < , , , _„. , -------- - • ' _____-- . , 'rA _ ----- '-., ilk EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. _- _ a_ • " , -,, EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION ' ....-,,---- ..., ..„.,, , ,,•-•:, N . la , . , 5- . ' - ,.. - - - • ',.,<y;',/ ...---. - • .,,,,. ,,,'4,, \ , , \ \ SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, . , . ,. • , \ PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH i, , ___. „. ,,, .- ____2---. • _ __------- ' - . \. , • , , JURISDICTION, 'BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY r t . r•td -..-------- \ THERE ARE ANY DISCREPANCIES ------- \ _-- , [ ___---- ______- l• \ ; /---- C.B. . ., , • ------ IE : \ . \\) \ ENGINEER IF ,____ 1 [ = I RIM 231.0 ' --- - - i 41 ri , ... IE 228.50 Cct9. . 4._ , ,...;,,,14,. 18 X 6" CONCRETE PAD AT GRADE ..,,,' ;. 1 , k .--M , r 0 g,g,,,49.,.,,,,,,,,,, f,' 11 1 j , ,r'imili"mileas ---- , . i ,''' % , _,,,,.,, ,,, 0 :1 K'',-- c.- - # - dio 1 i Q 229.00 k . 51 - I ... <„ i 3 .<1 t/ e : .: , a ° I I l; L.L.- 1 CO ... o 'v <1 1 11 0 7 1 1 ' I p co l ri ltit i - - - 77 , i :, • -1. , , ,,,, „,,,. , n 1 PI . . . . I" ° ,.....rn 7 .....'m rT 1 : ' • I W A ,' Z SYS av, Ni.1‘) S , ' 1 i , 1 l i ni L L .1 it.- c? -- -li-t''. ,,,,, ',', . , I ° 2^8 65 . . , 4 .... . 'i : .! . ir, "-c 1 ,- I I I 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING I 1, 1, < , :!,,. : ‘,.1)., 1 , 1 fn• Id 227.98 (6") ::: t, : ,., : IfS. 22 g : k , ik' ; CONSTRUCTION ON WATER LINES, AND TO RECEIVE A CITY OF TIGARD WATER DEPARTMENT (COTWD) , N i , ....... ' I L .."' D f., 7--..--. ' ---i'l .i • , .,_,•„„:....,,,,„ • •• , I STAPED APPROVAL ON CONSTRUCTION PLANS i 11 ,''-'4 I - I , M. 1[ II Lin 1 1 1 ; , 'LT 7ii 1 (11 _ Iv) A Iv : 1 v, -si , . f, 9' ;.4 - ' i., ' ------ 1 2i 1 ' -. .... [ 1 "6 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD S I AMPED APPROVED PLANS ON THE 1 .. fi .4,.-fS11 \ liv_...., ACKR i DOMESTIC WATER ( cp B..OW PREVENTER CONSTRUCTION SITE AT ALL TIMES. • i fi , ,4 T. 1.111t‘ ;• .,,,,... ,.. ' * ir i ii c - (D'%:■ ; 14 VY i r 0) li , '" 1 1- .:6 i 1 ON ACCESSIBLE. BOX) 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP I li Lir? ;. „ „ .,, 4 ki- „ . 1 * " . - - --- s) i , . in . ' , ; ,...... .4W,, ' ' 1 ke " WATER METER A PRECONSTRUCTION MEETING. TELEPHONE (503) 639-1554. P ( ; ' 1 i F.F 231.50 ; , , ,) ,,,,,,z; ,. h 1 1 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. • , 4 \\,, ,,,,, , ., 4, iL,,,,,,,,. :, . , i 7, '.''''''''...'"'"'" ' ;)3 6 1 (BY CITY OF TIGARD) t, ' , , ;, I tl , 11 . h- w 611 ,,,.-- . ... S o,P, , 5 5. ALL WORK WILL BE INSPECTED AND APPROVED BY COTWD. , m . 7, ,., , . i, k, 0.S. 22&50 E■ , /\ . ii, L. : 6. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL SE TYTON JOINT -- .7 VI 1 \ L 0 '\ ,, /• , , N .' '''' N' /f , '' `"',:-,: ' =,,,IL;,0 DUCTILE IRON, CLASS 52. r: -■V" , 1 5x1 '5' RIPRAP , ,i ' _,• cz IE 227.66 10" 0 _ , ..,_ 1::9 ) OUTFALL V r .......„. Li /ru" . ,j 7.07 . ,#rirmaiiiiiiii. ' 1 . . 91 ,, . 6 4421 6"W • 1 7. 36" OF .3/4" MINUS GRAVEL COVER FOR ALL MANS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. v ••■■11 , , , 1: , \,... , - , _ __ __ _ ____. _ „, . ,.., _ , .. Fi-i - .1. ,i- - 3 < 1 1; 70"'•'STM Q 0.6% CO - .7:;',' - -- - - .7""i ; ..i ,. . . ' -- 1% 7 i..! L , ' 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE #.....i.... , , CS 1\ OPERATING NUT E 9 POURED CONCRETE ... , esie : - - -'- iO n STM @04% (0 .1.) 10" Si S..V‘ 0.4% (D J.) C.6. , 4 4' , i . . EXTENSIONS WILL BE REQUIRED . ' oi !'.1=;" ,,,„:`,..',,,t1„;,4 t.,..„,„,,,,„,,,,,_ olf# ../ '' /, , RIM 229.5 ,1 im , . 1INSTALL (32 to ,i t 4e ., - ....,,,,,, ri - /. .-. 326.4.5 . '. (NI • 77'<,i'' „0 A r SS....• , ei :›Z 9' 6- , 0 ,..., :, , ,. : : ,,. . . A.,' r 6" MJ x1X hiw. i . THRUST BLOCKS OF AT LEAST SQ FT OF BEARING SURFACE ARE REQUIRED 8 . . l ../ it , AT EACH TEE, CROSS, AND BEND LOCATION. ; r NE IE 227.33 ■.„ ..-o $, ,, 01 (/') Ir.: V ' 10' WIDE PUBLIC 4 4c;,, : , ' IPT TEE (6",,10"E) co ? 0 l z (10 ACD IE 227.82 On WATERLINE ' , ,/,,,. „ i . , ` / ..,,„, , i 1 1.0 0 oi 1 , " 4j .0 00 . t4lr! '„ " EASEMENT I ' .: 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8 MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS t . A 0 , INSTALL 12" MJ x 6" REQUIRED, 6" FLG. x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION ; -....... , 1 C.B. , :, ..., / , ---- k. ' , FLG. TEE AND 6 FLG. i; :N; - i ' T RI----Tr- ... - , FIRE HYDRANT, A-442, 6 MJ, 5- MVO, 3-PORT (2-23" NST HOSE CONNECTION, 1-4 t ' , ;:::',..:;, 'RIM 229.55 ' ' \ ' t- ' „ l'' , . um X 6" MJ GATE VAL VE NST PUMPER), Vh " PENTAGON OPERATION NUT, OPEN LEFT, COLOR: YELLOW 44 , ,. '1- 1 , IE 228.00 ,) i ") ■■•.'' „ , , if . 55 , r`i : . W/THRUST BLOCK tzv .4ITRASH ',I;;:::/,. , , . ,, , t j t 41, .: . .. . ....... , co i ; 4C 1 1 11. EACH FIRE HYDRANT SHALL BE K M//2 'ft° _-_,. _......;____•:._ .‘,.....:-..._.. '___..L.:.___---_....' _ 55 . ,,` ..,__.' ...."•_ ' ., ' A 1 ""r"' 1 ..i. , IseSTUMBA,RKPLUGI.j N INSTALLED UPON A PRE-FORMED CONCRETE BLOC TH 1 CUBIC .. l'' - 3 4 " DRAIN ROCK T . AR I .„,>; .,.;, z„,z „ J ..e', ,0 ',yk -- i ' - - „„....„ , - - YARDS OF CRUSHED , ROCK TO SEPARATE.' THE ROCK FROM EARTH COVER. r' fl r › 6... . 0 0 '''': l 'u• ei.... '" . :,,,,,,,,,,„., , „„ ...„,„, ,,..\., “ . Lo 7-i . x., ' 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL I , Limrowe . , . t 01 _ _ __ - ---___- > BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES NOWA S AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. . L i - p 1" WATER METER t : OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH i . (BY CITY OF TIGARD; , 1" DOMEST WATER : . , . ; L„W) „ li I :, i• ,u) ' ' , IC : i Et 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. 12" PVC . , / BACKELOW PREVENTER REMOVE/SALVAGE ;i • 1 ., -1 STATIC PRESSURE - 100 psi. , I 1 'Airj l' (IN ACCESSIBLE BOX) METERS. COORDINATE ,,,,, > 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. . BACTERIOLOGICAL TESTS VVILL BE TAKEN BY TWD. .'. , • , c _ j , :,, 1 F.F. 230.80 . ! tl 1, , - ) , kl 1 FUTURE WITH TIGARD WATER , q ';= ' DEPARTMENT .! 1 , E , Al C li ' 0 15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE OFFCE LEASE S • INSTALLED BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE 'PACE i' , i! & , ' ', ; i,. , i,, IE 221.52 I ' 1E 222.90 ■ '` I ; ..ii 1,42,- 1,00 4 DS. ! D.S. D.S. , , PRESSURE REGULATOR FOR 1W' AND 2 METERS. 44,ca. PEOP,0 , ; t' cNY , i , 'Ws , , C3 U c,, ,, 8.8 1 1E .. ) - , , 1111[ RC-3 R , IE 22 0 228 80 IE 228 80 16. EVERY METER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE f 4 . 4 _,N 4 -4 ‘% 1G, - , Z a,. . ., , , l'` . z: 4..., 4" SS 0 2.0% C C7 , .1:9 i • ''' ,L 1 ''''11" ' , C B . .4 c * 440 ; 44 ,. - , P i ■ 1 g i l i r 1-4-95 t , 1 i 17t'io ';( 4 s, s- 4" STM Q .' 1 ' . ,,VRIM 228 83 INSTALLED AND TESTED BY OWNER 1 1/2" AND 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK a, VALVE ASSEMBLY BEHIND THE METER. J \ ,, • -,\ Fl ' , . / •-•=;,e„.;2 ,..,.:('' t I , m @ N .2.0% MIN. ,, 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTWD 4 ._..,, MIN._ ) / Ise / 4 STM 6" STUB , .„---6" STUB-.7.71"."‘ OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR COTWO INSPECTIONS, ASWATER BUILT" LOSS, ..." OIMCrON 4 ‘Z le cP . .).ir 1 ■ , /.... og../ . ..i. 1 . 'Will " ...22a " g 1 ,, __ ,-.7„, _ ...,,_ VEE, HE MAS1ER MAP, INTERSECTION MAPS, ETC S, ETC., AND 2% FOR ENGINEERING VIW "- , C.V ORHAD DRAWINGS, UPDATING T ADMINISTRATION, SAMPLING . REE, INCLUDING I II k0 /6%1 .., „ONO- > ' 11 [EXPIRES: 6/30/95 , 1 1 ---/ . '• IrSTet - .IE 225.20 • i ' 0 D , A7 L, 1 0 : /94 ; 4 M ''. :REAK IN 0 *„.:. ':•'(' .,,, _ -1, A ..- - tr .. G E: 1 6531 6 te - - I E T G G MH • 0 WAT7-R S Y S TEM COSTS 4 SANITARY SEWER r- NA* r ' T.fsa_____ i . ,i.... %...0 ....0 - ' _ , COSTS: : .--- 12" PVC ' ' ' •,•. • - rs FORMER S 89'49'12" W 240.00 •• 14 . MANHOLE CLEANOUT IE 220.78) 1E 222.60 Al., DRAM BY: Vir RIM 228.33 . EXTE 8 SS TO NEW STUB, PLUG I l 1 0 I.E. IN 221.00(4"N,4"NE,419 v) SLD/NSS/HR . , MANHOLE ND Zig MARK(4") , 1 ) s) o , I.E.OUT 220.83(8"S) 5LF± q. 0•40% Or),) CHECKED BY: ENGINEER'S COST ESTIMATE , i• I . , RaD INLET /7.■.217 p e \ ,' H . LF 6" DI at $90/LF $2100.00 I , 0, ,:<? N 05 , ,‘ IE OUT 226.00(12"E) ' (1) - Fire ydrant -1 Assemblies at $1800/ea. 1800.00 , . „ • 1:. G1/4 , 1 , TOTAL: $3900.00 REVISION , , '. , ti Ji P , , , - 01 ENGINEER'S BID ESTIMATE 0: tot z 'Ai r" 0 ' CLOSING --'71-1 r'",e7, ,•6 0 ' r 0 .1p : 0 C . , Contractor's Bid (Estimated) $3198.00 DATE: I •'.. 0 , 1 I TWD (12% Admin., Overhead, Engineering) 468.00 * . I 1 ' Engineering 6%) 234.00 g g ( l'i---r-1 CS , . • • ) En N2g\ I TOTAL: $3900.00 ---1 --- L - 1, 2 21 /95 -- , , . , $3900.00 ,, TOTAL COSTS . Pipeline CS 7-1 I , , e) (2) - 1" Meter at $2,125/ea. $4,250.00 r V TOTAL: $8,150.00 [ ; v •-•-j - ,----[,' ' MATERIAL LIST ....- . ' iin 6" TJ DI Pipe, Class 52 105 LF. i m---1 . .„ 6" MJ x 2" IPT Tee 3 EA. 0 l'- SFE U PLAN Fire Hydrant Assembly . 1 EA. ,,,,, ,V, . . 6" FLG x 12" IVIJ Gate Valve 1 EA. ' i ..., *,;! .ri:;-,• 1"=20'- 0" 1 cs4 4•1,1 T,''.'''''' 12" MJ x 6" FLG Tee 1 EA. r ,..., MACKENZE/SATO St ASSOCIATES,P.C. , • , 0 k r' 1994, ALL RIGHTS RESERVED , i , ; THESE DRAWINGS ARE THE PkOPENTY OF ;MACKENZIE /SAITO & ASSOCIATES, PC (M S , . X 11 (Vtf IN RAN NOT USED Ra)P1'RW177PHOE-li PRIOR WRITTEN PERMISSION OF M SA , = . [ SHEET il „ , P. I < Ci 3' RC-3 Pti ' 0 . 2-21-95 .1r "'"7 . . ../. . 11 . . < , --4 . L/ %. < . 5 . [ , •••'' , il OF 4 0) ; ) JOB N O. , wrir r ! , , (5) tNii il g :1 , PEVLSED r' E- ti;)--s-icz. 294149 it ' ' ' 6 ii. :: - 6: ii vis ' 6 6,6,6 l■ ' NJ • ,1 , , . . . , . .. . k IMOINIONIAIMMIIIMMIRMIA ..011■101MIIMMI•■■•■. 1■1•10■11M•011•11.1MIIMIMMIMOOMMIIIIIIIIMIIII.11101110101.IIIII P'''..-- . , ( -- 6 -2- 5 0.z.so ...xt . !.....___.................„ Cl CO I/ ,111 11 ,: • 0 1 • ri 21 '-0"---...., .„ y .. --------------- ------------\ ul• ; , , ...■ 31 '- 6" ., t--"- ...-... .. (E., , 6 ,,,,\ A ' ... , , ,,s7 Nos 2 -u \j ; Ar-" 114111 NOTE. 141 ' 60' 4 c. : '. DISTANCES SHOWN ARE AT RIGHT ANGLES TO PROPERTY ' LINES AND ARE MEASURED FROM EDGE OF FOUNDATION. L t 0 I ■ ' 0 cri o oi i r.) 1% , i__„.,._,J i •:' , , ! SEE FOUNDATION PLAN DETAIL ON SHEET A2 FOR FURTHER : INFORMATION. u.) CI • 0 to 1 i „-) , 1 i • c.1 f . i I ..., I'llyn'imixi , t 0 - ' ki .4.- w 01 X I __ c Pir ..< 4' ' ' , Cs 0 1 tvr Wi qi.i r; o 1 0 4) 2 i Is : n 1 . 1: -..... rx, •-• .., 1 1° 68'-1" i'L ,• 4 i . , f < i ...- esi r... 0 C 0 0') 01 ' li . . •••••.. 0 t: i r 0. C C M i • 1 . li 0 0 iN I , 11 . • . . 11•11.4 V NA 0 ...... 1 L ' 1 z 2 0 a II 0. ,' 4 , a '*.i' . W Z 4..- Lll I, 1 No .7...■•••■•=11■A■ww•ol as I. I. I. I , i \ ./ 0 . '13 "■..... ' V q ...11 0 c • • 11 s 14 I 44L :1 1 gi : i - Cig) i 1 ' . 4 „ ; . 20 0 10 20 40 80 DATA - , m ..,,,,. ( r. ..: , 1 , . SETE L„ ,„,„ i = -r7,r,-,, ., , iii.igiaiaailiiwl . , ;. k..............,......n ; 11 ,,,. • , , „.... -,.' ''" : .7 ', „ • , ' " ' ,, ,,,. , „ , •:.• ' . ,, , „ , , 20'-07 • PRIOR REVISED , #----T , "O ''"' . 1 inch = ft T O ) . , , ' , .. „,„. , , , BANK 3,593 Q. FT. 3,840 SQ. Y. li , 1 „. • 1: . _ „. • • , . ..,...„ • • , RETAIL OFFICE 11,156 SQ. FT. 11,990 SQ. FT. 1 (Na - ----N --i . ,....,, ., . , , f 11 C;,0214, ,'.:, 4, .,' '4 , - - ' - - ., „ . • - , ' 1 [ „ TOTAL 14,749 SQ. FT. ••,.; 15,830 SQ. FT. [i L.L.I P r ---I--- - .,„„ „ , - • , ..,,,, .„.„... - ., , „... - „,„, - ,.. „„. , :" „ ... ' • , . rt z .. • ,: . . . , - ,.-• • _ „ ., .. , PARKING RATIO (4.34/1000) 63 STALLS 62 STALLS ti .... . ••,• 11 „„, ,„„,..„„ . , „ , , , • .. ,,... - - , . „, . ..., • .„ ACCESSIBLE: 3 3 a* • , _ „ „.., „,„..,„ „ . . • „ , ., .,, - - • „ ,, ' 1, r'•A /1 A tz BULDNG LOCATiON iiikiiiti?-iL ,,„..„,....„,,..„„.„._ ... ,.-. _,.„.„,..,..._, - .., .........., • ,,„.,,„, „„.-• ., . .„. ,.,., ,. .,.„ ,.„.„..,. .,, ..„.- ., COMPACT: 7 33 . 1 t i: 4‹ .; .........-" in .. .. . ... . „.••." STANDARD: 43 26 I I: ! NO SCALE • ,,.......„...- .,.. ,.,..,„„.„....„,,,,-, .,, , „ . ,,,, ..., ..,' ,41. ' : ' .,...,,,,,,...,' '''' , ,... , • -- „ . , • ...e , .., ..........., ,,., , , , „ ....,.. , . „ .., . . , . , ,,, . . .„ ., . . ,. . ., ■ . . ,,,,x. • ..‘ ,,,, , ' ,. . . ,', '' ' ,, o • ' •.' '•' '.. 'Y " .. 4' ' ''. SITE AREA (ROUGH ESTATE) 57,500 57,500 I' r ' o „,.,.. ,,' , \ owe ro II I i ' r l! ' F o , . ■ I o ■ 000en' n" • "• , , ... ■ . ' o . +. , . ' ' . ' ' ' .h , :. , LOIMINNMO .... . ,. ,..w.. „. ,-)c-,- c.7, - g ., ---.•,. REQULNLL): %.,,o2s. - , bi• 7‘)E,..I.RED : 6,6.25 - 15% , -„,„..„.. .. , ..." .. ., .„.„, . , „ , ,•, - • - - - .„.,...,,„, ,..• L 1 LANDSCAPE 1 % V eL CI.11N41 s••••, ,I No • • '- -:" „ , ..„, • . • ' ,.. PROV.DED: 14,664 - 26% PROVIDED: 15,670 - 27% , . -- , ,,, • , ,,,, " ,, . ,,,,,-- Ne••••'■ „.....„. - , , . . • • „ ,. .. , I I - ,' - ,,,,..., , • .,... - , ,, ... . . . , . . I 1 .„., . ' • '''. ' . ... --. •-• ,,. ....,-,.„, .. 4 . „ ,, ii....... I ZONE: CP , .., _ .--- ---d7 ! I :11,‘,'„,..''',., „ ,„ . - ; ',„„) ,..... ,,,,,,.„ „ - „•-•• ___-- .,,,, • -4 _____-• ......-- --„,„. 1 • CONST. TYPE: V N .31 bAjbrail * 10' 1 . I •; . , k,...■'" . ...-- , - . .,, ....- - , „, -- - • . , ...,- , ,,„ ____-. - -a.- • , . .. . ---------:; O F CU13...--_,-.-- 6 „ . ' -, . . ,. „... • FROIN____-_---,-, .' OCCUPANCY: 32 ' Loi.„• il - „ .. 'ID 0 „ ., , - , Gb ..- „.---,---;--- ---------OF WAL.r• _ (NON-SPRINKLERED) 04 '' .. ,, ------:-..--- ______ ----------;" IDENN AO ---- , 0 ) ' 04 .00,„ ‘„.. - 401 • \ , , . <1 • _ .,.., , ,,,,,_., ..,,,..; • , __ .---- _...--- ........ • , . , 1 --- ----- SIGN \ . . • , 1 .. . ....,--- ..-____ - r.........„,......„,...........„.... 40 _,. _ - .„-- • - .,„-- ; . \ . - \ --- - , .. • • . - it.:-z /:..4,--..:,-',:::„.--- , , --- .„......---.,,, _. . ...,;,. , . -, N \ ' \ 1 .„------- - CIG - ,- • ,, / ■ A ,F 1 :-- j __.■- _ 411 -------------; ' ; -- - Nil 0 . ( \ ' ‘, 4 --- --- .......--_--, ----'..- -- " --- T.,---,-- ,V1- ----' - ------ 'n ....,,- A l.* _ .------- STAKN - ---- 1 iJ p' . _ ,,,,•,....,,...-„, --- 1 1 SO' - 1 _ , \ 4 9 e i V , •; . , .....--- _. ,. ' . 2 r, '''' '' \ ........- 1 -'" : . o 1 • t 1 ' I / :5 - ' t ,' g V . 1 g---...„ , \I i , , I , ,g „ -,,--- , . i . 7 t., „."' 1 , , . am r il V ' r/ 0 z k- 4, 6 7'. " ' ' • H \/ 4'-O 26'-0 1 Fl " 14'-0" ' 1' I " , 5' ,O . I, / 26'-0 - 1 I li 4 . ..'t 1 . 11 I ,„ ..4 i II c7" L OR ., • 1 n. 0 , o '' 1 ti 1 II c) I.. I r r .0 0, E r orN moo 414, 41:% 4 t n a Al 6 c....0; " r-s )c , , , '' l i , -co i , - • 0 1 , 1 .a , 0 i -0 Z . " ', • , ..: • 03 I i 4 1 q 0 CO • , II 51 li x , _ 1 - 00 1 ii 0 - 11 •, i ,..: r '... E.: CONCRET CURB. p. SEE DETAIL 2/C4. . oo' < 1 t I ' i.i q 1 ' 0 , i , , 9 (n-- ) 0 3. CONCRETE SIDEWALK, SEE DETAIL 1/C4. , . , 1_ zo...,1 ■'io co I I t , i r.H. 4. DISABLED PARKING STALL. SEE DETAIL 8/C4. ; onor... ii ,' 0 , @-) 4 v) I co, ' . 5. SIDEWALK CURI.3 RAMP. MAX SLOPE 1:12. 20 ' - 0" V, i r : 1 . P I i„ 6S li': 41 , ---Nr (nil. ...-., 0 1 , 6. 7'-0" WIDE. STRIPED CROSSING.. N p - , .,= i0 i : i I 1 . 7. 6'-Cr x 6'-0" PLANTERS (EXTRUDED CURB). I 4' ' ' ' , , . ,,, . , . ;0 ......1 \ s..--, - 1 f -. j 8, BIKE RACK, SEE DETAIL 7/C4. . 1 9. ASPHALTIC PAVEMENT. SEE SOILS REPORT FOR SECTION ( • 1 p, il k, 4 (1.6 . ‘-‘, ,,/ ., ' ',--' , ti 1.!I i 1 '" i ..--() ; . . . .,,,, ".\ , ... .1■.1 r6 • . • .' , - c) 1C, LANDSCAPE AREA. SEE LANDSCAPE PLAN. . Ir \ 4111166\ 17-1? F.F. 231.50 , 40 0 ( 4 . ''' :' 's ' I' . ' ...?' 1 1 : - . ? °' ,' '". ; .:1. 1 t 1CD:1%1 : . , „ t . , 9C Loo i i 4 I I I. COMMERCIAL DRIVEWAY APRON PER CITY STANDARDS (SEE PUBLIC STREET IMPROVEMEN T PLANS) IP • V1 f k.1 ' F. ■ gr ,U 6'-0"-,1t----- ' 6'-0" ko ,, , ,. ., • • .. il 1: 4 ----?' s , . . C‘ '%:‘ , . ' „/ , 'stv---/ 31'' , L i j „,/ 1 co .:, I . ‘ 12. 5'-O" WIDE F-q..•3LIC SIDEWALK PER CITY STANDARDS. (SEE PUBLIC STREET IP•IPROVEMENT PLANS) 13. CURB RAMP PER CITY STANDARDS. 14. BOLLARD'. SEE DETAIL 12/C4. m g- CELLULAR ., -,- ,c-... , iPMEN T O - . 1 ..,-.., , i A liiii 4 _ i , 1 '9 r, 5 . i: ',20C .I • 10. kaNc. Ltsti LJX. a , , 4C 11 , . ...r. 4...• ,-...., :..,....„ . 'Or . . . . ,. , C \ :*?‘" p.-..-" "t '"=''''''kx -NI; 0 • (ill 16. 45' CE:. ONE POLE WITH LIGHT @ 20'. 6 14 !..i I 6 t., k• ...;" ' iv K-4,-c-L________,,H. ,...1,v 17. NOT USED , :.- , 1 so_ j t_s b o , " I /7") 18. 5.- O' X 5 ' -O» CONCRETE PAD. .„..} k .___„11t r i' :__ -__ ",; 0 - 1 I' , r' ' ../., "0 '0 e ". i i ie" --- \1 .. I , : I 0 , '; "; 19. SIDEWALK £ CAST CURB, SEE DETAIL 6/C4 oilN II , ' ---N 0. 3 3 • CM I 1 4 if I :: I N. ' ' I 20. 20' TAPERED ALUMINUM POLE W/400 WATT SHOE BOX FIXTURES. , , F, Li:, oiCr . ' ; re) i c ? 1 , !--- „D zoi 20) b 1 , , C4 ........ ....4. .1 i'e) 1 i ' - 1 9 - - - .4. 4 :. ),' - i • . -,.....-__ 42,": i „' to Lai 4:3 ‘1. . . I . ,1 • ,,,_,,, , 9'-0",„ (-.:-- , 8' 4 1116 6 „ 1 - P " ',X, CI OSPO9' -0 :=99P-0" 'NI • , M • •if . 11 1 oi ";" f_____. 0 - -- - x- ,,,, ,, ,, TRASH 4":4, ,,,v4,, iliti ,,„ , ,,,,-,„, „, , ., ,. . c'4 :I il pzeit..,„ . ,i,,„... n LL ,- 14 w.i../.. /:/ „ I i. „ , 1 121,: . /1/2::, , EDGE OF PAVEMENT • • 0 . ,o . • ': , ,,, , „ t, . „ , ? z ' , , „ < • , .; ,, „ - , • „ . ., ,, k \ , • V T 43: ' . • 4 4 a 0 44 , . . V , 4 4 , 1 1 ,'. e , \ 0 „ • . : 0: V , RESIDENCES . v. , 7 , „ l; :, , 4 z,r,:: ' ‘v '5,564 '4 y- , , f ; c• • : •-• ----.1 , 1/4 i 4 ? p I , t " , 4S1 i, • < „ 14S Li ;':1 • • ,,,•• . k I , Y 1 ,•;., 1/4.,s' r !''i ' < //,' :, .. ' , , ; . ,..----;---..-1 1 i 0 t 6 _„... .,., • I 1 1 0=GON lantil [ > ' Fir . 0 , 1 . , . 1 . ./..,„ -4- --------1-1- , >; 1 ‘ .. 1 1 I --,4:) ,. /.. 1(0\ L /\ Ii , , )1 , 0 (e- 11 Oo , , . , < Q l ) :'' - '' i; ! . t • , k i , , *1 IEXPIRES: 6/30/95 1 1 , I , ....„.„.;- -'.',' 4- i \ 1 I ,' ' Vi I...mil ,I i , , E DATE: k 6 /1 0/9 , • ' . 4 I > • 1 ; . 4 ! 1 /'k ,, : DRAWN BY: , ; / .,, ) :, d VE. TERINARIAN c, ..,1 in OFFICE LEASE SPACE ; ?', 1 • 1 (.• trt 0 1 ' l i NSS/SLD/CNH/HR t II F.F. 230.80 to • . ii, reiNt 1 . :. . CHECKED BY: ! [,F , i , . t , . , 1 1 1 i 1-123 H • • . ,. , , < , . , , ,, , 0 ,, „ . ,, . , , , I REVISION (p 1--11 tl a 1 r ' 6 Ik,; 11 0. EDITION -...,L p c ' I: : * .1 I I: , 1 . : 'r, R :a § , 3.'. 0 - CLOSING 114' Lk; 1 , I ' L---- ---- --------.-----uiiiaa----------N-----;--- - - ....v--- Z I c -\--- A 1 , , Tc )c :• : . ,i, . i 4 0, DATE: 1 pi , ii.- , 1 • I MI RC 1 I T ! 4 ° 0 ' 1 / 4/9 5 ' Nn 1 1 I ' I r..z.' -.ST:0)1y . 1 I (f) ,..---- -.- - - , 4 b . cS , ;IS \ . . O iii 7 . , . . . , , ,, : . , c, ,,,--,„ ......_ ,, CU ,4 --- 3 ;" --4 " --- 0 2-21 - 95 ,--, (.5 .....) 1 , ) ,, CRASS LINED SWALE _-..„ ma 4B) (\i i 1/4/93 2 /'---- - I , . : . H. • ' ____ A , ; [:1 • 1. F _ _ at 1 4 7 3/1 7 /9 5 ,D 1 • S 8949'12 W 240.00 111311. ........--(,-..tr---,; f . ,F ' :, -; 2 c R I C1 1 _ vi 1 N , 11 71 11 e--4 20' SETBACK LINES , . . . , . „.. • -I : 1/6,45 i l I ti-1 . ; 11 . Ln t 1 1 t , i , t . , 1 . ; r . i c) t t \ k . MACKENZIE/SAITO 8c ASSOCIATES,P C. II '1 ,,,.............„.,„..„,„,,, 2 / , 1994, ALL RIGHTS RESERVED r 1 . rr CD ! ,,,t THESE DRAWINGS ARE THE PROPERTY OF i : 1 DAYCARE FACILITY ,... .. „ ... . 1; 1 MACKENZIE/SAITO & ASSOCIATES. PC (M S , ,- A) AND ARE NOT TO BE USED OR REPRO-I' I .1 p voucED IN ANY MANNER, EXCEPT WITH THE i 4 i RC1 F 11PRIOR WRITTEN PERMISSION OF M S A RECEIVED __,_sL___i li 1- ' SHEET ,, z , , MAR 2 8 1995 ( -- --s- COMMUNITY DEVELOPMENT r ... ,..q1 7 fc7.',..t. A N --' P , kan.qi ii 16. PL ,, 1 "=20'- 0" 11 t 0 , OF 4 ' 'I J . , JOB NO. LI L' l' CI 294149 , EZ REVISED CON il " 4 ,,,,,,„, i , F ,,..... 0 „,„ j „.„,,,,.. ,,,., , :1 '4.-0 L Iik..)LN SET v•i'i --"ev.:; aN 0 . , . . . . ............. VINEMMiMIMINIMIN, .0■111■MM•111/i r ea■newmammewe sommtdossantraroancur - ....rwaszoissamszsaI •0•310.... ......01MOMIMM.Wa.171.211M awne!..WW•MOMMIRM - • ..11...t.1.1MINIMMAIM61.a21••■•■•1002il•••107■11•.■:■41■1■110■•••MI•111!..OMMII7 r 1 - rit,:e- • EROSIL.C"'N CONT NOTES. r r . A i v I 2 , '®-..,' ''''' STORM DRAIN INLET PROTECTION L . C...) r-- ] 1. Construction activity to consist of new building construction, TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO II ' 11111- I i h I paving, and utility work (storm droin,sanitary sewer, water, gas, PERMANENT STABILIZATION OF DISTURBED AREAS. 1 eiectrical, telephone). CONDITIONS WHERE PRACTICE APPLIES: .-• 1L4 01 (1 2. Total Site Area: 1.32 ac Disturbed site area: 1.32 cc ± WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION o v41 00 OF THE DISTURBED DRAINAGE AREA. ..... 0 N 11 3. Ali trucks transporting saturated soils from the site ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN , . shall be well sealed so that water seeping from the soil cannot EXISTING PAVED AREAS WITH CATCH BAS ° x IN DRAINAGE. - „ 0 . 0 drain from the vehicle. If truck is not sealed, the loaded truck is Cd 0 .43'7 .11- ii required to remain in place until the water dr th ipping from the DESIGN CRITERIA/SPECIFICATIONS: V) #N e saturated soil has been reduced to less than one gallon per hour [ before leaving th site. SEE DETAIL 1/C2 FOR STORM DRAIN INLET PROTECTION. V) , ci c < if, 0 • ......, ,! Pi 0 01 BERMS MAY BE REQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS 4. Effective erosion control is required. Erosion control devices . AND PRE 1 VENT BYPASSING OF THE INLETS. c ki must be installed and maintained meeting the D.E.O. requirements. AND . The City may, at any time, order corrective action and stoppage or .- AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO II - -4- o Li- t1 G2 ACCUMULATE AGAINST STORM 0 DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST work to accomplish effective erosion control. 20 o 10 20 40 SO BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN 0 . 7-71 77 1 4 i THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. 5 Effective drainage contro is requred Drainage shall be 6_,,, ir:7,7:7" .7'."7:177777777 . . gl i. 1 .. ,:itf• 771•141""Iiiii]-77777:' 1 < 1 controlled within the work site and shall be so routed that [ [i adjacent privcte property, public property, and the receiving system ( IN FEET ) STRAW . Ai i AR o RI 1, 0 c 01 01 Th 0 s■-t i are not adversely impacted. e City may, at any time, order corrective URPOSE action and stoppage of work to occomplish effective erosion contro ' l. 1 inch = 20 ft , . ,.. • , . • - , , - , .• r , . , ..., ... ' .„.. „, , .. ^ . ' P: -...5 . TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY P - g o m o , leN , . ,„ • . • .. , , PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF r''■,! 4) .--. q VELOCITIES. \ . ' , , • • 1 CONDITIONS WHERE PRACTICE APPLIES: la v i - 0 ' LEGEND -,,„ _ „ ' ' - • . ' 0 c .- Lh-U....‘4..:#11=A Lid . , fi ( . .%• - , - , MAY BE SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS ---" , VS ? 0 v47-4(° ( . ' ,. -:' OF LESS THAN 200 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX 0 C RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. ' 4 0 I - C ,,,,,„.. EXISTING CON TOUR M t 2 E ,,,...- .. --- „„,,... .,..„,„•,, .,, ,. • -----":1 *."• ; • .. . : , -...... ..,...„ . • .,,. „ . . ----- C 4 in ---- 1 - : • . ------U." ' • ' , . ' '• ," - • „ . , „ "- -...-, ,. , 0 . .. „. • -,,., , , - •.... , . ,,,,,-- .. .:, AT TOE OF SOILS STOCK PILES T . -, IN EXISTING, UNDISTURBED DRAINAGE DITCHES/SWALES USED TO CONVEY 4E5) PROPOSED CON TOUR ' ,,,, ,, ...0 ' ' ,,- .„ - . - . • • , , „- ,,, „ ..., . . „. ,, •• • • „ ,, . . .„...., „ „ `,, - , . ,,,,,,1‘ ' DRAINAGE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED 231.50 ''''--, .' . is „ , . .. , - - ,, , . , , „ , . , - - ,„,,,,/ - ' , -,„ • / - ,,./' ------ _, , ' SY THE JURISDICTION). (i) PROPOSED SPOT ELEVATION , „ - . „ J. • . ., . . - - 8 • FI . , . , AO DESIGN CRITERIA/SPECICATIONS: w• . , li ' „ ,„ . „ • , . , _.. . .• , ,, ,.., . .,,, . . , .,.• ,.„„ , • ' lium SEE' C, FOR LOCATION OF STRAW , • • . • , STRAW R N G S G SLOPES OR S A H N A D L S SHALL w. E T C ss H TTRA B AN A D S A I N S BALE SEDIMENT BARRIERS o 1 o . , • ,,, , ,.„ / . ,,. , - ' ,,,-'-' . -.• - _ ,_, . . ---------'„ • ( .„-- ---- F -- K 0 - Vii`Al-Ir< 40 TO 60 POUND RECTANGULAR BALES OF ,____,,, , - 31- piR r/.'—f.t,,/ . ' . .,-,-"• , - . „A .. - ---------- , . ' i" 1 _ _____ 0 00 BA- 0 pER Ty LINE . • ______ • 4/2 4 \ c „ -- ---__ • , / „ , - ,.- ..„ ......„ - • t ., ,.. - . < % , ,, . , ,, .. ,• - ,. .„ „ , . --- ,- N A '. t ..-t.--- t __, ., , , . , STAKES SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO ‘ '`•••4., , 231.50 7 . • . ,. ' . . A MINIMUM DEPTH OF 12 INCHES. , . ,. ....--- 6 .... __ -,--- . • - ' --'-'4 ,S 50 231 -° - ' ' ' s ''. ' '. . : 30 231 60 7 N \ 0\:. . , , ” ...... , „..,••,. ,.„_•,. ,„, _....„., ,,,.,. ., 4., : 0 1 ' c P\5 .. • • ,.,,- .. , , , . . • .. . h „ . _ r -- •.„...., ,,, ,, , , ,„..•. ,.., .” ,, , , _ .,.. _ ______ ■-------- ___-- I\sE. -- 0 v 0 01 , \Lio. ,- ,-..,:•,. APIPP- ,,,,,,, -- - '' .4:-------- . , . 1. ' , , „ , . > STRAW BALES SHALL E,E KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. [ Ir' o _. __-_,--- , 1 ■ - "I ----- 1 j_ i . , STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH --- o • . ' ■'-"-----'---.--.-------- -:--------. \ • , ' 1 „, ,,, . ' ,' ' '''. \\• RC-2 I , ,` AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION. il . , , .--- --- -----7--- .--.-- ,., I E ..„- 1 ROSION CONTROL r---"---------------": „-- - _.,_ , - _-----, ,, ,, ,•'23 1 i , \ 1...) 1 .,7,'A ' , ,, . I- '—',...."/- 0 „, --_ __ , , C2 / , ' • AT NO TIME. SHALL MORE THAN A ONE.-FOOT DEPTH OF SEDIMEN „... T BE Fi ...L.. "... 1 r ,,„, „,,, es-, , t,:] 1 1- -.77 . ,/, , ALLOWED TO ACCMULATE BEHIND STRAW BALE SED UIMENT BARRIERS. L........ - FILTER FABRIC OVER C.B. + ' INLET STRUCTURE ' A 231.40 , ,,, .., . , # -• i1.• , ._. A ,6.__. 1_ 1 ,•,,,, ' ' , SEDIMENT SHOULD SE REMOVED OR REGRADED INTO THE SLOPE, OR THE . , L...) , GRAVEL FILTER •, DET - ( - ""m " AIL r .., 1 1 , 231,80 1 liz (._ -i-r) , NEW LINE Or BARRIERS INSTALLED UPHILL Or SEDIA4ENT-LADE , N EI,ARRIERS. I, s- 1-. _ 0 I ` . 36 ci4 - J - . 7 , 0 TYPICAL ,/ i i,, _ 114iumill - .." l'"", 11r! . }1; .., ., „ I rifo 231.50 • • 1, - 231.37 , .. , < ff ' . , Ur ' <&' -- 0 "J 231.26 - - . ' 'w' ,, .., ... ) .41 BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL 1 0 -- . . 1 , . 231.75 I 1 GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND 4 ,, . ' ; 1 ' V , -,1 ., „ ...,...1 li N , [ .... I strt 01- MI,N n \ NNN.,... II ' ' „„ „ .. 111, i C3 0. >1 . ' UNTIL OWNER ACCEPTS WORK 7- 11E - E I - 1 *, . ILL- , \I .' ,04••• 0 * 1 4 . , era tt• t`tteoli -- • . II „....,k w--- - • — 1, ---,-- t - „-- . q, . i 2 7 'I totAtie010 V ' . ' • t ,.E.IIIIIIE fr 231,4„ , .• ,!4 ' , , 9 1 , t4 ,, , --- . /\ ' 1 .1 "IDA PORA R Y SEDIMFN T FENCES 0 t ii e N OT ' i 1 F.1 I IE-1 H 1 _i \ ; 0 • \ e \ Ii 18” FREE__ 111EEllia---„III „ . , : --- T -- ------, I I r I p ' , S EROSION ONROL ., ! GRAVEL ORY PURPOSE: \ \ --s IIIIMII .4-...„ , - 1 „ , ..,. , ! • ■-:-----.- ---- , 0 -2-7.---...,4 . i'l \ I ■ ; , • 4 P . r 1 1 1 VI r,....:— , . • I 73 1 ' . to ' , , t - < .- <1 I - lt - SEE DETAIIL /"Th % TO REDUCE THE TRANSPORT OF SEDIMENT - i CONSTRUCTION; SITE BY , . . :,,-., - ,' Oil ' 1 ' , . : .r: BARR TO SD;MCNT AND REDUCNG RUNOFF 1 i ,. , ,, . 1, 1 , , 11 ..4 ,c PROVIDING A TEMPORARY PHYS' L RAIEE , ,, •., . ,,: . „...,.„...,„ , „ . „, :■ ., 1 , :_ ' , \\___ i . 1 L .1 l , ' , r'''' l'' ' ' 4 A...................., , 77 236 40 ; A i 1 . VELOCITIES. ; - ' • - - "A' ;, : 11 '. ' e 1 , WEEP HOLES IN C.B. k • ' ; . .. ' , ' 1 1 , ,,t7; / ', E , „ ,.,. „ :...,, , „,...,„. l I 00 ® : . ' Icci il ' H CONDITI WERE PRACTCZ APIPLIS 3 P • • .-"-------- '\ ---; 1 A '. . i 4 ' HIE: 4 d _ ! :g i II . ? ...,,,., - . II ■ ' Ii '-, I-- ' ' „, \ 631,2t!, ' ' '.' '' ' ' ” k ( N 4 , . DOWN SLOPE OF DISTURBED AREA WHERE RUNOFF MAY OCCUR AS SHEET _______ ' .', • H' i ' 'i 0 r < / ..-,-„, F. j . 1 c I 0 • . , , .- ' / / 1 i / \N\ n F.F. 2.3.50 230.65 ;I , c,„ _ .. - -! , . t ,..,, ' .2.30.15 : t i g . ' r RUNOF 1 : 1, 1 „, 4 .. . j 0 AT THE TOE: OF AS SOIL OCK C- 12 1 .' ' .,,...,.V, ir, 1 ; , -...„4 z___ . _,, . - •,, . „..• ..,. „,.., , .,...,, , „,,, . 1 i !=';': (1'1 en "I A.n '. .L -- '.; ( . A .L. ,,,, -4-'- . 229,96 ;R ,1 k E V ' ' ' N I' . ' ".•,,,, 1 , ,.....--.-..-----.z ,, .1 AT ITENRVALS INDIC ATED ON SHEET C3 ALONG THE” CONTOURS OF \s 1 / 230 6 0 . 231.46 1 /0 02 4 :. 1 C BAEN SE.CT1ON , w :_, ,, „ 227.20 I A ...., : -. ' P ct's ,' \ -------- 1 ' ' 1 \229 . 8f2 ' ,, 4*, • LARGE DISTURBED AREAS ,' .9 Q P Nk : . -.. . -- ' tosi,[ , ro. ....„„.,..... „ 1 - 1 4 7 . 1 , 230.36 0 i - - • 317 ' -'•"' '''''' ) , ' Kiig libli f rill 4 4.4415 1 4 .1111 % ..... 1,-- I. —', ,, • 111 .411 AEI Ilialk, , 40 At! 44 • J t AT GRADE BREAKS EXCEEDING 20%. ° 4 k C3 i rl . 'i■ \- 1 4.1 ' ' P • •V , n ., FOLLOWIN G F DISCHARGE L F L ROM EDIMENT TRAP OR POND. ill , ,r q , , -.• , 230.50 1 ` PI1 - ' 4 ' ---- ----- _.-__ ( i-.Hst 229 „ii ,, )11•w•T 1 4 oli Iffiler 110/ A - is* do r)11117%■404 ' . , j , ,86nn 1 I . S ' . . , , „, , , ] N . 11 1 , 0 : ; ' I '■. 1.46 4 474.4 OT• i EDIENCES SHA NOT A BE S STALLED ACROSS STR INEAMS 230.05 : 2 ___ . , 01 ' ■ , ' li lw . G tl ' ' 40 230.82 I 231.32 ' r0 229.90 l' , - , w411P A I ', . --- i,1 ..„„ j aam c T ......aaisacjace2 a r11- _ 7_ ,r, :\.. V. \ i4 . 29. Iv* 4 ‘ ", „I-• „, I II- lb- ' 7 -11611 1 1111 ' — : 1 4 1 . ' -fp Ai %% i 229.7o(1,3,,...„ i ' SEE DETAIL 3/C2. 1 , 2 .- re:4•=t - ' — - _ 94 . , , illb 1 , < ••■■■■■ 03 2303* ' 6 11 , ° I dp i If , . 0 • , • 00. ,; 4.17 LLI 0 A.,.. , , n i 6 • 1 . E.A „AAR. , o , , (r0 ) • . ii - SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH 0 7 il .: ; ;11---:4 1 ;/,',] ‘1.- 1 " . OB - ::5°-1°1 (- 2 ? ..-2 :I n ( 30: 20 1 2' [, ,l i • O i - - „ - -, 230.25 - „ , L'7 , tr1\ CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ,47 - TACKED TO 0 z • v, (3 , . ' ,;„ . „ --;.',...4., CHAIN -LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS Only y) I ir RA -I' t CNii +7. .1-- it 3. ' •.: ' '. 2.3(1.10 ; .. : , , 1 '---, 4 , ,, , ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS 01 t ,. :, 2 1, , ,,:‘ 230 10 20 10 TS- C.,IGE OF P --- VE.MEN T •11_. .4 , ' rHUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER 0 , 0 _i, ii I 30 1 1 / , I , 1 0, - .....i... FABRIC SI-4ALL CO ULTRAVIOLET RAY INHIBITORS AND STABILIZERS 'TO 6.6....d .4 """7-- ' . , q oii ,.' 1 r I OL4! .. , i , l t 1 ‘ ,,t , 00 „</ 11 t, , , 4? e s . --- , 230.17 <, , 4,7s1 j■ (10\ ______ --- .-- --,---___,--0----r---764:4------L A t....■......... ,...,................ ' 5 ' --.-- 1 0 -/'' AN 0410'CI• 11111! „. . / ,„ , , , ..„ . ,.., . . ' . , . . , _ , .„ • (i) , PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION , 0 I ."-`-'' 0 YO t' . 10 ' 10 A Acs, %= ' , i , , • 77 , . i i ' O , LIFE ,AT A TEMPERATURE RANGE OF 07 TO 1207. II1 (I r ,, i r . ,-"". \''. 2 z ll' Ti.' ‘ 01 • ,=---- _ _ — , , ....._---.,.. 1 .-tp....--=7 t -r- - 3\ - - - - -- i - > t , - 7 N , ,, ' I / 8 L-Li , r, i . ALL MATERIALS TO DE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER %., 11 V ,; -' ) I P ' 4 . ce .26.`, ;3 ,,.' t t ' cC% 0 q 1..; ' / p .1 t,t -,.) s■ ._ ,...,,-- ,, - SEDIMENT RETEN rION. h „e. Aliffr So i V ---- ,0' ‘ / / 230.1 0 4; , \,/ ..2a07(;', i ' N 230.76 230.76, ,2„ `\,_ 2 N .30.76' , a. 210:76 ,,. 230.76' 1!--' 7\47 , 1 g 11 , l' e"-4 ,- -0, ,4. 9 =ew ,--) • -- .- , -'` ' \ V 0 0 • , AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDImENT CiE „\4'' SP . i s _ r 1 , ., cC 4 1 , " ' , .0 ,/ , - 1 h . .., . , , , „ . , ., ,„. ,,, ,..„-' , , 4 • ' L ' ' ' ' REPAIRED AND REESTALISHED AS NEEDED. ' ' : • .. . .'" ' '' ' \ t Van • . ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES ., $ v \ „,„... • % , , 'D , . , , , , , :' 12 > ' B • C '2 t r•I r" wel, 226. _ 3 85 r , , , ,. , ,. , , , , . , '.: 4 4 timia 406„ • NolV, , s ----,230.76 /1 \ \ BE MikINTAINED Y CONTRACTOR UNTIL UR SPALLS T i C L / fC"--'6.en L\ . • , ,, BARRIERS SHALL REMAIN IN PLACE AND B . JAMO_XIIPANy- * l k 4• • 4 4%, I° TO ' 4 P H • ' ',, F.F. 230.80 •• . , - • , , , ', .: i ,\ i ' ' ""ii :: GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND 6 1 0 t y! s t, „„-.,,,, ,, 230.76 . • / , - , , UNTIL OWNER ACCEPTS WORK. , , , 1 - -mik.. dwerb fillt.. ' lb 4Ibt Ai 41 . 41 ' k t41 .4 1 . 44: lb a I fr • W, h I c 50 = • --',;. tiN 11 ., , . 4, • ' ' ' . ' • . . ' GRA VEL CONSTRUCTION ENTRANCES 1 4.4 4 9 i.5.504 4`. ir , .: .., .,, ', ', „, • , .., , QARY , 1. k'N1 , .,. „g . „. „• ,,, t Li \ 1,M om PURPOSE: . ,_ ,,, . . . , '. ., ' I , . I , TO REDUCE THE AM E wH N A T csTI C OF pMAUpDE,RLED:RTRAFFIC s.T, ROCKS, ETC, TRANSPORTED ONTO ROADS '''''olisr:01r" SUBGRADE REINFORCEMENT )i% ' PROVIDE FULL WIDH i L___ \ c I__ -.., • , ,,. . . , . , . . „ , , ,.. , , , -,;'/ ' 4 1 , .' ` BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED •.,-..,. GEOTEXTILE, AS REQUIRED OF INGRESS/EGRESS AR 226 68 r EA C H '', ,..!.,- 0 ,. „ ,„ . `-...",,,., , l'. ' ' ' : . , PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. ) /r-• 25 8 MIN DEPTH /P. , GRASS LINED SWAL \ ,,----4, . , 11 1, 1-1 - --1 1 1---VI , -1 A ) 4. KOVk .......m, • • i : , ,, ,,. " . , , CON , '' (L `4 . '' ' '' ' 1 ' ----- ' I AD N S EC o EXPIRES 6/30/95 1 -, ___- _ 7 __I_ _ __ _ : ____ __ _ ' $: ' . „ ios 0 _:,/._________: ,04-,....., _ °Apra" . ., to__1 r : ' . . AT WILL LE T 0TSHR 0 — E E AND I DATE: _ p-. •, .. - H MONG DIRECTLY ONTO PUBLIC ROADS, 0TFIER WLL PA SE AREAS, G O HEIT . ,. . , , , . APPROVED ACCESS POINTS. ii 6/10/94 i , ,. 5 >-- , 20 , . . , - . Y : 1 , . DR VEWA Q ' r:" 2 , I ' ' , • ' :' %al.. 1; ' " 1-- 0 226.58 1 I , 226. S89'49'12" W 240.00 M ; , DRAWN F - L1.4 -----1:, z ,,. „ . , . , DESIGN CRITERIA/SPECIFICAT 5R IONS: 1 I ,Z26. 62 , ' ,• ,, -,, 1 . ,, ., '" ,'.,,,,.•.::',, .,,,, ', , ,‘ SEE DETAIL 2/C2. SLD, NSS, HR I 1 , „ , . ," , • ' k 1-14 I ' '„ v' CHECKED BY: , ,,, , ,„ , . , , . . / ' ,, . 11 • „ MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS. , v4;) ,0 , ..- , . ' ' - '7''' C4 _ , ., EROSION CONTROL , , , ' : . 1 ..' r FENCE ' \ SILT 1- ,, .„, ,,. THE GRAVEL PAD SHALL SE AT LEAST 8 INCHES THICK AND 50 FEET IN 11 REViSION . - A . + , I LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND 1 1 ,1:2 r SEE DETAIL 3 " • . , . , ''''' I '- ,., . , - EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY aE ACCEPTABLE AS .6 tP1I EDITiON 1 .' C3 • , APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION t:,-:SII1w-sI CLOSING a 4 sr TEa) -z al =I - DATE: , :.-. ..., A., ,, ,,'' ,.., , • ,/ , ' -,,,, j 0 , • , t .. 0 , ,z , . , , 'i I 0 ,_ 2" X 2" WOOD POST AT 4' O.C. , STANDARD „, ,,„ ,. , , ,,, , , ., . .1 ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN ,' . , .1 ci ir i OR BETTER OR STEEL FENCE POST EQUAL ALTERNATIVE: ,* r< . , ',,, " ,....„._ , PROPER FUNCTION OF THE PAD. S. , , , , , ,' ,„ ,, (-0 1 , p • , , . eN i FILTER FABRIC FENC E PLACE POSTS AT 6'-0" 0/C MAX. , .' .,\ , , 4 • , ..., ,.., .,,, ( THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM SH 121:2.222 ... ' i : VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, 1.----Ht7-7 36" WIDE ROLLS ---NN441 r-o- : -- i A r ii, ,.,„ , • ' ., „,,, ,. , ,.` i ll . ,, ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE , 41 3/16/95 , 03 P • ? •i, , . , ' \ , . ,, , ''"'.. • ,, / ,; ii , , ,' HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL 1?--,-,- t .. , ] . • , , •.a WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD ,........;,......1.......i kh 'q. il ,-, ' . ' , ' DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE . Il' , ., CONSTRUCTION SITE ,, 1 fl- fi - 4 - 1, ' , in ali ri < :b ,. . , , , , - '' . ' CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC ,, I , ' ' , , . ® STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. r.- I i r Pi ; "c., , „ ' c, ,• :-. 0 USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL 1 ,,; MACKENZIE/SAITO & ASSOCIATES,P C s - , , ''''''' 1994, RIHTS R n 0 • 1 BUT CONSTRUCTION OF A SINGLE FAMILY/ ALL G ESERVED DUPLEX RESIDENCE ON II L, E THESE DRAWINGS ARE THE PROPERTY OF IdIT=1_ 1 .k -"' XISTING LOTS OF RECORD. . MACKENZIEISAITO Sc ASSOCIATES, PC (M S , 0A) AND ARE NOT TO RE USED OR REPRO-4 11E 1 ,ip'f& QI4 ‘,,o,,14''' , - ,, V00•61TE a'RADN AND EriOSN' IO 04,an'LLATROL..' PLAN 0Duck IN ANY MANNER, EXCEPT WITH THE ' 0.PRIOR WRITTEN PERMISSION OF M S A , = — 1-----tI 1E7-1 I 1 E11 IETTi= =-- -- " , TIM_ 1 , V) ' --- L---1-1-17:1-n--1 ' a ` '- :-. 0 "=20'-0" SHEET I I _p . M — 0 . M . = . 111 - , ___ 1 i (01 -,, 0.A-It ,K1; 4116 ' ' 1-111--- i = ' V P (,.D NATIVE BACKFILL l i = i 31 RC-2 ! 1 1 C2 1 1 .-.• w 4" MIN . 0 - - 2-21-95 1 C 7 1:<9 BURY BOTTOM OF I 1 1 C_) li FILTER MATERIAL i _ IN 4" X 6" TRENCH. i L.3 V 1 i 4 : RC-2 1 S _.. N . C^ 5 i , 4 3 t LL..i 3-16-95 I OF ) 1 1.08.0,N , 1 CONTRO' FENCE 3 BO SO Luz i' JOB NO. 0) Ca, u_. "- Lill 294149 , 71- . , 01 N E , ••P•TIM , RC:k IP Q r r CO N a4 6,' 0 v 1.,* ri fierk71 . Q =77 0 71 4 017, n,- 'L.. V N,..4".. vo.iv ii iii tkik.... ii %.../L a ve.A.... li 460) --- Zad -- L — - -- I SfSM.P_SCIM713,11.C.MININSCrprift.CEIMINNI R.. • . , .. . . . - . . . .. a WW..1•118.12190Willd • . - , --- ,• . .. • • • 03111e■! •Pl..L1 11.6,6161KMMIMIIM.M.21.1MMII!, •Millsa•11211i79MIMEMMTROM. "MP ■11.1 • . .. . .-. , , - . COP6=0.12.91MIMMMO "LIN .Lbet1=2,8111ff•ltIti. , I . . - 1 ■ '1 1 i i • I ■ to c„.. I rz m i. ii.u.,,‘Ai6...1,,., c : !--- GLALRAL NOTES . , 1 - 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, K.: Q. UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. ' --- ih= (.45 t (...) . I PROPOSED STORM SEWER LINE 2. DOMESTIC WATER SERVICE , x c4 . g k 0 7 ) . 0 cs ........ PROPOSED SANITARY SEWER LINE COPPER SERVICE: ' V) a::: CCI: "....N TUBING: ASTM B-88 TYPE K, SOFT ANNEALED TEMPER. 0 PROPOSED WATER TER LINE 20 0 10 20 40 80 < ....... ,. FITTINGS: WROUGHT COPPER, SOLDERED JOINTS ANSI 8-16.22 .)' 6 1 0 1 [ . k .„ 0 • . . --- 1 ' ' 1 g; TRACER: NO. 18 BLUE INSULATED WIRE BURIED WITH ALL NON-METALLIC PIPE. .. 77 ,,,,,,,, Tiio ,,,,„ - „,,,„ , -„ CO -A- 0 0 >< I r < F.H. PROPOSED FIRE H YDRANT --- L....17 ,---- T - ,,':,- 2 , 7.nr;::7- , 75.777.77 1 1 )' ,,, , TEST: TEST AND/OR STERILIZE AS REQUIRED BY TIGARD WATER DEPARTMENT AND U.P.C. L kc,;1 c g,. 4 k - -•-• c L.. 1 P 1; ( IN FEET ) fr ,4 ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD WATER DEPARTMENT. k og 0 I II t; El PROPOSED CATCH BASIN 0 44 i,..2 I i' co CO iDROPOSED CLEAN AMT T 1 inch = 20 ft. 0 1 Z , ,, F, 3• SANITARY SEWER MATERIALS: P t- cAn - c 0 0 i gk INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE < '. -"- i c ,:' 0 1 ., .. c . E PROPOSED WA TER METER . ti x ,,,. v ,.. OTHER AREAS: PVC CONFORMING TO ASTM D-3034. V: E x) I 2 o- 0) il , ,.) ,., , CLEANOUTS (EXTERIOR PAVED AREAS): JOSAM #58860 HEAVY-DUTY CAST IRON ACCESS I :--' k ., 4. g, BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT L'. W 0 0 (e----4 • \ t , , WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM 4 ---• 0 0) CS;1' , 1 4.) e• , d; 1 • .i EXISTING TREES TO REMAIN -____,,, e` ,„ 18" X 6" CONCRETE PAD AT GRADE. NI i... li \\ --.....1} ,rn ,,,, ,,,,,,mm ' '''''''''' , ..,, ;1"' pr` 3. P e Z [ ....,- -- *,..,,- 4. STORM SEWER MATERIALS: , . _„:-......• ,..----„,.....-- - ° (A' , ----- POLYVINYL CHLORIDE PIPE (PVC): ASTM D-3034 CLASS 3 , - C • • ' ...„ -- -- „-... .;:' I ;I= ,.....------- ., •;g, • (' cp - c .. -g- t .„------,-- 0 TRACER: NO. 18 GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE. i < () al 1,... 0 . gg,:f g ...----- . - N9 F), ------ .---- ------ ; t a F.....7: ,„.., ..., ..... , ,--.1 ,, CLEANOUTS ,„ (EXTERIOR PAVED AREAS): JOSAM 58860 HEAVY-DUTY CAST IRON ACCESS A") ' I .1. C 2 _ f. L g .....--- ..., 4 k, , ,...- ® , BOX WITH &CURED SCORIATED CO ER, ANCHORING FLANGES, AND CAST IRON CLEANOUT ---- ,nlic.10‘63,...%-v ,,,,,, ,,.., °"''''''''''''''''''' 0 WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM __...- : g, ...--- ,g, rI I I! -..„--- f,, ., 1 8 X 6" CONCRETE PAD AT GRADE. 11 _.,-, ,- a v , N./4-e :, ,„ , ,, ,..-- %..d. ,,,, 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE k 1 „,----- ..- ,.., .,, CHAPTER 4, SECTION 406, AND CHAPTER Ti, SECTION 1107. 1 k _.--, ---• - ___..-. <, ,,, , „,,„ g, ...- ...- ..,40 --- ---- m „...-- L:<; ;,74 gg „....---- 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO g -- Tm - ..---- ---- AD , ti 1 _,.....,-------- ° „„,...., .. , , - ---- ■ ------------ 6N 1100 '°'16 , •,,, COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. LITII ,II -„,„,-..- ...... ® .. _ --„----i2 erow'"*"':- . . ,t - - --- - ---- ,..- --..----- I! ---AA • -----mr0E--WAL , 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT -- A- --- - p , R -Ty L1 131 pl:ZO r- , SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE .....-- ,,,,..,-- ...., SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT , t ,----- _,...--•.-- ......------------■ • 0 ' --------- -----____,_ . PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. t I ..---- ...-- ----- -...... -„---,-.. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH < . t - -- .,...i.,-;________-"....,-_ ,, „.._____ _,„,,-- -------'6" _ ___ _____- ____ ______ - , ,, , N \'1 EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION XIST ‘ \ EING NDRGROUND TILIT UE UIE.S LAYIN WHIN G IT THE LIMITS OF EXCAVATION k i...,i.... P . il --- _____ SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, ------ ------------ --:-.7.-_-:'------- . .., g . , _ . PROVIDING SUCH IS PERITTED $Y LOCAL PUBLIC AUTHORITIES WITH I g, _ _,- ---- \ ‘ ti - k ___--------- ‘,. g E JU N V I S N D E I E C R TI , O F N, Th B E E R F E OR A E RE SE A T Y NI D N I G sc C R O Ep aN A S N Ti c RU IE C s T . _ _ , ION. CONTRACTOR TO NOTIFY -- ' t i Ii ---_ ____- __ .„------------- . k V o• , r ; r I: . E 54 3 0 -- . i....o.-.... ..... [ T \ \ I! '6- -: 1 -- • 1 ,I 7 "V - .1.412_---------------'0",___: -- - _ / 0 4-Ci 11 ) P . i I II( / i"("giaii"Iwgia" ' ' •,...,',. ; ! i Al, h i \ : L , m D S. 229.00 ) , .....,,,,...,..., , . 0 , N, ,,,.,.. i g t -to 0:, , , 0, CO c3 1 1 , . , ...... 1 , , 7.74...vm %owN, / '0. , T = . Li ■ I ,, .E....6,222 _,.,_._......5-.____Gr...... '\ ___!! ZA ' ) - - - , - ix 7 : I '1 : 0 I WA L 1:-..rt ‘-,..7,A t rzAil NO LS. , N ! ) ' 1-Z2 „, - C. $ ,,,V uoV I ,y■A 1 , ,,ox. eq.! / . , i' < I I 4:) : L n .,..1 1 !4 , ! D.:. 2 : 0 N' il 0 al .. 1 C II: i $ 1 P --k- ' ; \-D / 'I ',, I 1• AN EST:MATED 1 2% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINN G r* , . WA TER IP, - i fl 2 40 i i I t . ' --,- ( , " ! g ; 1 ''''C' 1" CONS I iCN t..A L...Nc...,, AND TO RECEIVE A CITY OF TIGARD WA" rER DEPRTMENT (CO /E. . 227.98 6 r , e ( 1 71 0 1 i r. ., i!1 P ,- ) II , 1 \ .,^ 0 >, , , I STAMPED A PPR,..,'" \ e'A L ON CONSTRUCTION PLANS. 1 l 1 ...-----„,-, . gi 1 L) ,L.-1----___ 1., ''• I i , t Ile - o. r , !I , .„, , ; , : (s.) 2. THE CONTRACTOR S;- MAINTAIN ONE SET OF COTWD STAMPED APPROVED PLAN S ON Tr.I.-: l t: [' 1 ..,)4" STI‘ie.-.001K 1 N., 'cr:, f•f_.. l' - - / \ xi I _I* DOMESTIC WA TZ(Z_ CO , 0 NSTRUCTION SITE AT ALL TIMES . 1 \,,,.,, . tri ,,,,.„,, 1 ; i "/ BACKFLOW PREVEN/ ER NL, ' }', 0 / hi , 11 t 1 11) t. OR; MN. N 4T, P- , i -• * , ' ii ' \ N \ I'L CCSS lij () , 9 ' * ,,$;\ AioLt. ou , r ,--),- -,- • " ;-,, WA D 4 3. NOTIFY CL, , OF i.,A ,....) wAT,..i- DEP8 HOURS PRIOR TO COMMENC:NG CONSTRUCTION, TO SET UP - e- ., . --- (''' \ , . P „ 11rTA 'I v WATER mErER I A PRECONSTRUCTION MTING. TELE (503) 639-1554, t t --- C 4 t! , 7 1 C r.r 13i.50 ', V \ ,-/ (BY C;TY IICARD) I t ' ii s ry`t : -- -. * - Y ' it; ; e t 1 x " w i , , I 4. L WOK SHAL E IN ACCOR R L F.. DANCE WITH AWWA STANDARDS, i ' ' OP -- I gl , g 14 \ diA 4 AL , : k , ;-•:--:\\* .',' ; N ... '' 1 5 ALL WORK WL B \\ti... 4 At 1 i \ . ' I { t-'--0--- - -I , • •'.0 -.4 _, ,. r..., / . 22850 , i . IL E, INSPECTED AND APPROVED BY COTWD. k t • ■-,1,1 1. 1 r,:i P.1 k , 6 ALL PIPE AN FTINGS WILL BE DUCT IRON CEMENT-LINED PPE fi ; 0 ; 1 , - - -, ,- . ry • ,., 57.) ■,,,, . i iL .„, . , i . L D IRON, . I 'NIL.. SE YTON JOINT L. r 1 5'x15' RIPRAP c , ___ _ -- 1' ... 7 ; I , \ " % - , i , c. ,, • . ' ' ,' co, I Z DUCTILE IRON, CLASS 52. 1 1 I : OUTFALL 1. ; ..or _ e Li 1 [ _ . k 22 .56 (10" I;P:-••....^,,,,T iiirriT 1 ------ ''' \ ' r Lt.I ^ -. . i, , , --_ -'-----'' - 1.._} ' -' • - ___ ir‘r' - -- .` " ,, j a . 7, : 6"W I 7. 36 OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. ! h .-- - 1-.1 I _ _ ___ ___________ ___ ' ,_____ _ ,Fil - -o ,_______ _ 2 __ , 6W " " i P - TON - STM 0 0.6% CO C. B. t c) , ' ----- ' - --, : .,. '. 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE. g Ci6 \ I REQUIRED k k t (N - • -- ,\ ' 10" STM 6.4% (0.0 ' , . 'Ll,'. . OPERATING NUT EXTENSIONS WILL BE i IE 22798 1 o L Wi ':/':;.1, , , . , 61 - INSTALL (3) 45 t . <2<,e,• , cNk 1- Nt:e:•I',:fg'' II 2.,j ......4 .., , A : A : ' £ 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED t >" 1E22733 s---- '''''''", ••«- 4, WIDE PUBLIC _ , VD o . to Jot ,Z1';.4::' '`., I "-- _.... -: •• , (6"NE,10"0 Lo i A ,-, II • ,,,,,,,,,, .,.-- 6 0 k '' a ,/'> ! ..1 ; / ' ' IPT TEE • AT EACH TEE, CROSS, AND BEND LOCATION. i r P oi %T I 1 ,,,../ .0 k k „ co ro .._. .s ---, 1 WATERLINE." '•-• 'i / t m ",' - IV_ , E 227.81.0") ■ Ir.' ...... !I r.„.4., , .4 a E > ji ..,..... : \ 1 0. FIRE HYDRANT ASSEMBLY CONSISTS OF AN L'..;" MJ x 6" ftC. TEE OR 6" Ma x 6" FLG. TEE AS n ' INSTALL 12" &4.) x 6" p IMINIMMa C.8. .-- REQUIRED, 6" FLG. x M GATE VALVE, 6" Mj x hilki HOLDING SPOOL, AND A MODERN MUELLER CENTURION i! p N ' i . . .. „ , - , .- ' . , --- „ FLG E . TEN 6" FLG, FIRE HYDRANT, A-44.2, 6" MJ, 5- iviVO, 3-PCIRT (2-2" NST HOSE CONNECTION, 1-41h" k" ir .-- ..,.• ry 1 ; t ',/,,': ,Ntt.,, ' RIM' 229.70 i /6 \ \ I _ [ ,.' ,,;; ' '7,, ', , 227.90 , ,r , , , , ., , , , , , ,.. -,,,„._,--- - r: ..: ., ,. , 4,-,..,i, ),,r\, , x 6" MJ GATE AD k/ALO:: NST PUMPER) W/THRUST BLOCK 7 -4-4- , C OLOR % , NUT , N E.1-1 ,...: YELLOW. I ■ -:\:11N rR.AsH ,;,, - - ', ,, ,; i t , '. , , , , .. , . ' . , . , , „. V d1,-; i\, \ it , ..... IX" PETAGON OPRATO NUT OPE L i ---, , . z?... i ,olt ,i,.,,- , ; ; ; , . __ , „' . ,' ; , . , io' :, i ,, „ /t;4 1,4 ii .i. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-Fa-ZMED CONCRETE BLOCK WITH l' CUBIC -..• (4 im ' .. ,' , , i __I, A CRUSHED " - DRA ROCK TA 1 ':g." FROM EAR IN . R, PAPE R WILL BE LAID ON TOP OF THE DRAN I k , k„,/,t.,,/ g•,<,, g,.., N.,, < ',,' „/ 1 I 'M! Ill , k s...... g,,, 1/4..„.. ! , i 1 . .. YARDS OF CRUS , , . mi.. ' T TiRE ROCK 1,, k..,,,,A-A c... ! _ _ W . . 13TUB PLUG t...." i . c3 ROCK O SEPARATE ,,,T ' ° 1 I 1 ‘./ I < i ) , . WII 1L Y OR 3 FEET RTICALLY OF A WATER MAI SHALL VEN i ---- z : 1 1 I .,./ __:''',.,(1 :. „... .„... , . .,..,„ , ... „ ,. / il MARK 12 ALL SANITARY SEWER LINES THN 0 FEET LATERAL 0, ...,•-..ir I ! ..•,,„ 1 i■ !! 1.C." , ...„.- _. , . . , . - -- - --- - -- - - - - - -- II ,, , 1 ? ti. SE ENCASED IN A REINFORCED CONCRETE JACKET 6" micK FOR A DISTANCE OF 10 FEET ON BOTH SIDES i I i t i' 11" 7 » WATER METER k -';::: CF THE CROSSING. WHERE CROSSINGS AE NECESSARY. THEY MUST BE MADE AT APPROXIMATELY 90* WITH c ....,* , 1 .; 1 n 11 ,i! 11 (BY Cli"( OF TIGARD) 1 ( , - . r AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. t , 4ei .■ k '4 i t o 1 \ Q :lq 1 DOMESTIC WATER " t 1 '" 13. ALL MAINS SHALL BE TESTED AT 156 psi POR ONE W HOLA WITH A MAXIMUM LOSS OF 5 ps BACKFLOW PREVENTER -"""i STATIC PRESSURE = 100 psi. I I\ s',F,,,...„ '1 11 F.F. 230.80 ; a ,;1 1 ON ACCESSIBLE BOX) REMOVE/SALVAGE I \I ; 1 1 > 14. ALL MAINS SHALL SE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. 18 L F FUTURE 5 , h EXISTING WATER METE TIGARD WATER I RS. COORDINATE I '' ' . BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWO .. --------------* " 'l WITH :<, ' \ Ca 2 PVC CULVERT [41 I DEPARTMENT ',, , 1 15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE 0.5% I OFFICE LEASE SPACE 1 2 STORM CULVERT 1 0 ): IE 221.52 IE 222.90 I ' \ I SEE OFFSITE PLANS INSTALLED BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OVER A ° ER TO PROVIDE t t . t -) I ['Ls. -1 7 1 0,5. D.S. D. S. - CONTRACTOR TO HAND DIG SHOE CG-1 FOR PRESSURE REGULATORS FOR 1X" AND 2" METERS. ' [! eAcD-• PRO/C74- , ,.... N., c\,1 I: RC-3 1 - Cti c\I d 1 N t . k ■ , IE 225. 0% 2 50 _ a)" - 228.80 IE 28.80 TRENCH WITHIN DRIP-LINE OF TREE TO MINIMIZE , 1 1 i i H ALF STREET IMPROVEMENTS 16. INSTALLED AND TESTED BY OWNEREVERY METER SHALL HAVE THE PROPER 1 1/2" AND STATE APPROVED BACKFLOW PREVENTION DEVICE OREGON i_7 7 -------- '\_ 1 7e N G , 1, Ar•V, , i, 4 44 41 15,5C4i 1 .,,,e; .. ,c4 . 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK i e ICC V ... t 1-4-95 ' 1 ": ' : - , ' To Ike , 1 P 4 STM 0 1 Q T 1 DISTURBANCE TO TREE ROOTS .. 4" ST ....-- - - -4-- 1 2.. Cil CO ,..,...44 • 1 CO , Ell VALVE ASSEMBLY BEHIND THE METER. 1 \ ,,, I , 2 0% MIN , OF THE TOTAL CO , ' 1 I ;,, i \ Y C \.......:. 'Mr AINEMINNIN7_ --_-. ,''4 - 7 Niip 6,-c STUB 0 ' ol o . ,..... o ---1 - e---Al.,. 1 0 % IY1, 0. 1 .... --------- - -- °7 MT N:- ,.. 1;e-"6 " STU B' 2.C% MIN. 0 I i ? • , , L,--i ' ' I , , 77. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTWD NSTRuCTION COSTS TO WHICH WILL BE ADDED 10% FOR COTWD INSPECTIONS WATER LOSS, P , OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILT" . I 4*** 25 , ‘ ,,,,,..:...........* ,,,,....... ir q,,,,--ii-N, . . ' . a DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. t Arg- ' K0 :'. I . Q 2 /)---- ---, ,..).%. 12" STM @ 0.5 % pi , g A ________----- ) I . ., EXPIRES 1E 225.20 t !: 6/3O/5 S , -. -----F-TI > T \ I c---- Ir I - BREAK INTO I .7114 -1;• , ! DATE: t t ..... A MH 0 .,0 01, 1 SANITARY SEWER . • e - 1. ' vvATER tt : SYSTEM COSTS: 6/1 0/9 4 C4 i: ! '14 MANHOLE , RIM 2.'28.33 A REM 0 V.E__,EUSI_ CLEAN OU T0E 220. 75) 78 L. F. \■__.■/) S 89'49'12" W 240.00 1 1/4.... ..11.- . _ g ) gi g v#6,00 %,..0 t' ig ‘...d tg wg,...gd i"• DRAWN BY: h i EXTEND8' SS TO NEW 12" PVC CULVERT 4 ' I.E. IN 221.00(4N,4"NE.4"bq MANHOLE , 2:) 0.5% 1 SLD/NSS/HR 1 I.E.OUT 220.83(5"S) 5LF± 0 0.40% ENGINEER'S COST ESTIMAT kl- BY: t t e- FIELD INLET gTh13 g I 105 LF 6" DI at $20/LF $2100.00 D LW , , ; % t ' cc ' N;\ . IE OUT 226.00(72"E) 1 (1) - Fire Hydrant 'Assemblies at $1800/ec. 1800.00 %04. k TOTAL: $3900.00 . ;(, ) REVISION R; 64ft1 EDITION i k lik}s ENGINEER'S BID ESTIMATE Uzt I CLOSING 6 Contractor's 0 0 ,g,„,:-_ " , --......., ,.k„71.1 DATE: s Bid (Estimated) $3198.00 k: I t t t il e 4‘- eNg ; i TWO (12% Admin., Overhead, Engineering) 468.00 - • \ Engineering (6%) 234.00 , ke 4 ; 1 + = ,...,.. 1 . , k TOTAL: $3900.00 7. TOTAL COSTS , v- . .%) 77■01m4 li 2 / 2 4 i / laili 1 i Pipeline $3900.00 b771771 ; 4,4 I (2) - 1” Meter at $2,1 $4,250.00 k t k k g TOTAL: $8,150.00 ; I ,.0 • WI t MATERIAL LIST k 1 01 ifl . ...... ..... .... .. ... 5 LF. ... 10 L E k ......... : l' '. 6" TJ DI Pipe, Class 52 ... N. "‘ Qrra LIT7 -1 Pf: Akr. 6" MJ x 2'' IPT Tee 3 EA. .-..., ' 4 7...... ,ey v....i i '..,.. ' i ,1...ii ii U 6 g.....L 1 ' Fire Hydrant x 12 Assembly .... ....... ...... .. ..... . ....... . 1 EA. We'J .4 `i" 6" FLG " Mj Gate Valve . .. ...... .... ........ ......... 1 EA. ' V,ii!gM WV 1 "= 20'- 0" - 0 NT4 q. 12 Mj ,,, " x 6 " FLG Tee 1 EA . . , m E N LIE / s : ,-, / R 'T 'c REf: ( v ' F% 1A1" ' " 1 r ........-- 1-THESE DRAWINGS ARE THE PROPERTY OF L = CMACKENZIE/SAITO & ASSOCIATES, PC (M S 4 I A) AND ARE NOT 10 BE USED OR REPRO-LI en k °DUCED IN ANY MANNER, EXCEPT WITH THE I :kiE k PRIOR WRITTEN PERMISSION OF M S A :1 ,i........... 0 SHEET t ,.• ...... 7- - - H OF 4 2 : n CO ..*/. """, 0 ,‘::) li ■ P...5 CA) .. GI E i 3-16-95 ' JOB NO. k p i V11 e `e c. 9 ° " 4 9 ......d -i- 1 1 citNiPPED CONTRUCTON SET '."-27-95 1; .-.... , 4...v , A..,;‘i ti 6; ii w...io il.... ' %.:4 L _________ j . - .....___ ....._ ‘MINIIIPNIV■IM . . . . . . . . V. • • . • • . ■ , r i x e •, wI " •• f . -''4 , ° r'v`.awN' , a , , s 4^ r , h a :',.✓`L i . ^ • N ATIVE B At CFILL ... /j 1 ' I . + �^ <S, E SPECIFICATIONS FOR PROPOSED PAVEMENT AREA 1 I ACTION REQUBREMEN ) SEE TYPICAL PAVING SECTION Ili: , CAULK PIPE INTO HUB R ? , 7' -a" WIDTH OF SIDEWALK - ' or . SEE PLAN �" ( SLOPE TOP OF CURS LANDSCAPE AREA PAVED AREA HINGED TRAP j 5' 0 TYP. •r N TOP OF Sit?aEWALK , „ � � BROOM _ ,__ _ ; _ _ _ _.�_ - e � FINISH • » • w + rr e �� . ua o 2 4 X 2 -4 X VAST ' �' X 1 EVEN WITH PA VING { a �4:4n:: �a.4o. ^ fl IRON OR WELDED GRATE AVING SECTION, CRUSHED :::° i ��� f '`� ROCK BASE OR LANDSCAPING .... 1\/NiLW EDGE EACH JIDG 7 u,+i , � +r a , t " . •. • # ♦ ° iu+' k�'�: ry;: . �Lj y�. �•��. �` '`, 1 11: d ti " {• ` ` � " 4. HO�.ES EACH FACE 1' I `` � � ', ��: 5 f • • � � � ' � � `" - 0 " GRANULAR BACKILL � 1 2`0 B ASE COURT LEVEL. •' c* �� 2 f 1 F © •r ' 2X CROSS RADIUS EDGE • ∎• IO . of I S i . OP E • • ! t om itt CRE F cr AME CASING TAPER CURB AT SIDEWALK OR END OF CURB 1 : ' + � "' "r `r (SEE SPEC IFlCA770NS FOR $ • C � c�3 r O FRAME AND COVER A ) AVING ..y .t COMPACTION REQUIREMENT'S) � QUMNTS � o • ... {' .. >E. ,. r , �.• �, .. • ; ` •r T n, 'r�, *4•.`4••••,,k • 1 ,A SK d " �"` ►f � f '•►"•rw �`!'�„ ,� .'fie* •'� •. . • " S ° + , 1 f " I,i t ty ; 4 k' `i 1 O t � 11 r rw. wr .rv. • w_ •.fry• _ ... . _ • • , .... r -- ` ' - w � ' ,: ` ' em • - -'' ,. '+>•': - ..,,. ,r_,.� �« ,.. - +.., +•»�. ;....... -, ...W. f '+�'' ° ` .L :' " C, �1 � I f - 1 . . - . /` . 'i' l� / .•f , 5 I t m-.21 f ..., 1 .1 �". , 11: •f • � SIB #1�1 4 � 3 T - -r- ®C19 .. its �k , r f�. , � t , + , . � , , r t . R�� ■ ~- , -�. - -' �. " ., , • �' X `�'m�,c s . � :�`�, , •1 l i e • .• . . «.. �. .- ..,+ ... _ ,,, , �., 1, • '. ' '� , . " .:'.;.: t .n. c . -, .. ... - -, .. � - "' .y"` -. . � . LL. ,• f � - . .',',pe r m, , �y � , .,,,. t. r.�x. s �. "�'. .+'"L� / �.. � ,!'. -`" � .''� I � � �'` 4 t3"2 .4 ""z . , -. „k •A ,fa `it i - N /. i . .;a FIT i"�yy' 'Y ,: ,,y �, 'w"' ... ., _ �'- � �.. � „+... -- �.,�v . gA �y n �; 111 � r. , �. . �'.. t ".- ,:: is ''� w � ; » v 1 C r�� �, �� f k ww DIM •I f W .: ,r a ..„ a:,,..d1 � • O O p y p"' , ...',Tr"; „ ., �, , ,,. *' ss •� £ ., c::, ....0 ! le].;} %�� B r . '�'� L,.. o a , - p 7 r • x • r! "«1 r ,` " '� u 7,•r. . �2 ,, ' :. ��r \ /' ,�� /<141/ Q , / ,„/ .»!r : � , ,t` ',� � � - X1► • . _ �'� .tw, s. + ,w �a ,+s � Q , .'- �"k� . � J •. � � `5`� ` '� r;! Q • /e;› ., l � ' ` °� , � + ,` "� , ,, '"V ' , %+ ON PLAN � , � 4 * # ,. , EXTRUDED CONCRETE CURB x • AO.* 7 "- " ANU A F! ' �� • r.. .; >. f r•. 0 GR LAR 8 CK i 4 �i 6 4 ` f` j v.- I P COMPACTED ALL FINISH GRADE S ET IN EPDXY C EMENT 4- `" p • �t� �f f � � �f• (SEE SPECIFICATIONS FOR Z " ; ,•.,.,.; . ` 45• ELB ®W �- �� fi 4,"I • r AS P HALT' PA VING � iiP :f �' COMPACTION REQUIREMENTS) Q , » • - 04 €; 9 CONCRETE WITH , • • r �"4"*", " J + .h na ?, • J •M .�i ���;� v � • ,' Q' �_ ill_ lc Q i .t >'• ` -'� 7 /4 STEEL ALL WELDED . `♦• " ... > a' CONSTRUCTION. ASPHALT ® , C ONTROL JOINTS AT S -O O.C. tv ;o° oo o • � p O� 00 0, 0 °oo�0op ►� :.=' - ::ED SEWER LINE V I pD °o 0 0 0 �. N z � . EMULSION COATED INSIDE �' ' " AND EXPANSION JOINTS AT 4,, � s,�..,'' A 'C J o 0 0 008 0 0•' 0 ° o ,� °gym s w r La.� 4 0.i *» 20' -0" O.C. OR AS � > ' Oo OQ( �V * Q%Q om ° w T AND OUT. 2 -0 x 2 -0 `� ess 00 00 o p 7 - GRANULAR BACKFIL L ti p N t � NI m" 1 paopp a ©o 0°.::,%, 0 ° 0 ? � � (SEE SPECIFICATIONS FOR ' OR 24 ROUND) SHOWN ON PLANS. � „ '` i t o t ) 1�9 a ,. . 1 4 ► « USHED ROCK BAS p .. = ; I O � 0 � °p ° moo 0 o COMPACTION REQUIREMENTS _L--- INVERT C3 0 • EEVATIO " ao °o SLOPE AND I.E. VARIES _ >�n r /,,V" ` ° , , ' N � ?> 4 ' , %44 . NOTE "` .� 5 ,e� 5)1"t -- C o Q0 • o° , o • ° ° 0 000 SEE v TIU TY PLAN FOR PIPE SEE PLANS ,Q '� p�oa ° 0 SIZE AND TYPE (MAI PIPE) 1� MIN. 2 -0 COVER ON ALL PIPE IN DRIVE ARE AS. p 00 0' o p Q p o ° ° w . » ' °Q� 'Ir'r te i. 2) LYNCH TYPE CATCH BASIN OR EQUAL E lE1/A TtlC •� e u Y ' '1°' LIDE" CUR"' A, 'D TAPER .. , , --1, 0: ( 3 STA DA4mD ' "PENCt ' 1 SD ,;H, ALK. ...„ 2 h.... ' ° ' NTS N. T.S. " Full Size 3/4 " =7 • -o" v N. T.S. W ¢ 5 " - 0 v n { , \ ' - ° .090" ALUMINUM SIGN PLATE e, G - WIDTH VARIES - 3 /g ao WHITE BACKGROUND i 1619 SEE PLAN SEE SITE PLAN t i HIGH BLUE L.� T7'ERS _ / DIMENSION VARIES WITH NUMBER REQUIRED AND BORDE ®AKED ENAMEL ii 16" TOOLED JOINT .- PARKI W ITH t 4 w p O ILYD 1 1 1/4 GALV. STD. PIPE 1 :12 ; 1:12 �'- ] I 2% I I cT ANDICAP SYMBOL WHITE CROSS -- CONCRETE WALK i , 7 T OS el 6zo WI TH BLUE BACKGROUND t LAND FINE UP T O i ; ORS 811 615. V i RADIUS - �` SLOPE TOOLED EDGE REQUIREMENT D I;iABLEO SIGNAGE PER /'� _ TAPER CURB r sso UNDER , i'` STATE 1. I . s st ' E SEE DETAIL s 0 /C�r { i...isiey.. , f M f c1-+� "i • f , „, d ASPHALT CONCRETE FLUSH - ."� i l i 6 4 CATCH BASiN ,•,, _ - r . iiz 5 � ``�'� , •. ...�L a, .:., , i p . , . PACTED ILL I , � ,r ,� 3 f 1 ;;� .!.= ^� � VAN A ' � � ' , l ff 4" Sl1 IPES M � ! `� ,'�'. - - = f CCESStBL �, f " CAST IN PLACE CURB ! AT • 2 ' - 0 OC T YP. •1K -1- SIGN 11. f 9 1 � 1, k , PAVING SECTION "' �' 3 °' 7YP. 1--3 7 /3" o . I COMPACTED ROCK BASE I r r { • �'� + ` 3 TYP CAL PAINT STRIPE `O ' 1I CONC. FI LL FI NISH o , 14 I I M �` f NOTE 1 TSAMEAS N 4 ( L- �" *CONCRETE TO HAVE STRENGTH PAINTED * PER SYMBOL, NO= `�' � �. 1 q OF 3000 PSI IN 28 DAYS, f 1 ftL r OREGON LAW 7 . AL DISABLE STRIPING TO SLUMP AND SIGNAGE T 0 COMPLY . , "`v SEE DETAIL 9/C4 a +' 2" T I I , i *1 * PROVIDE EXPANSION JOINTS ®20' -0" O.C. f WIT)-1 ORDINANCE _ o, , ;� �x OR S 44 ?.233. ° ; I - ALIGN CURB AND WALK JOINTS _ + 1 , , ' I f i ,,••• I * PROVIDE CONTROL JOINTS IN 1 ? R 2 Dim S TO 3E I 67 o W • " 0 . a , � PAINT STRIPE MOUNTED i 0 S I DE T FOR I , i t ALK 0 5 - 0 G e VA.'V ACCESS LOCAL IONS , t. ' I � + ' ! " AND MAY BE CEt \'TC 1?DISABLED ED i 1 i I -4 *CONTACTOR HAS THE. OPTION TO CAST - I 6' -4" STD. AT VA (TYPICAL) FOR STANDARD 4" j 10" � ' I I ' CURB AND SIDEWALK MONOLITHIC. (TYPICAL) 9' -°" Iv SPACES. •' •r -~- \ � ; ► i a 1 1i ___ I ,..) .., 8 ACCESS LOCATIONS 'I•• C . 3/4 " =11 -0" t Q' 1 "=1 -O m N.T.S. cn N. NOTE TO DESIGNER - z i NOTE: -� N.T.S. �' I AND1CAP STALL . HANDiCAP SYMBOL 9 a I 10 . 1 * DiCAP SIGN - i a SIDEWALK ':' ' •. C.1.P. CURB VERIFY RACK LE NGTN FOR NUMBER OF BIKES REQUIRED Tills TY OF wuwo�.i: SHAD [ �p /'1��j ('� p 8E USED ONLY FOR PIPE SIZE , A f 38.375" FOR `5' SPACES. sTL('J 24" OR L,4JJ. ' n " ••. 0 0 o a t.. 4 e FRAME AND GRATE \ O O J 1 ii < , „ - __ ...- T FLOOR SLAB F.G. OF RIM ) 11I ! w O d CAST IRON TO EXTEND _ s ? 1 4' ABOVE FINISH GRADE. v WALL ° PE BOLLARD FILL WI T7•i� I' m; - / p '' CONCRETE, PAINTED YELLOW 30•, AM I N SEWER L I NE ` 1 l / / 7 . .., ",'° _ r O -- l • 90 DEGREE SHORT TURN `�, 45' W YE CLLANOUT (8" DIAMETER)• ` ` ` '' ` -- ELBOW HUBLESS CAST IRON IE =2 26.00 "'�" �� �`" ' O WITH STAINLESS STEEL 'WITH PLU G . SEE P (Ci) FOR L �� B AND TYP ICAL ' I AND SIZE. ..■.� I • i L AT , I O MAA OVER LEDGE 4 ; OF AT LEAST 2 IN WIDTH GRADE . j f i I 1 ell SAN I TARP STCRL MATthCD F I N I SiiED GRADE OF STREET I I SUMP • - ,, CAST I RON COVER AND F RAW ■ 45 DEGREE SHORT TURN ELBOW SOLID GROUT AT BASE - cs EE ,ANO ARO PLArj _... -. _� s -3 / f � , SE'f i° RAJ I N NON -5i �i t tC 1 MG GROIN .. "� f MAX 1 MUA4 27 FROM f i s M w . w r • w t► I< h I �// ;FAIN /lhii / /f // " /ll if /'ice/ . r 6 2 -0 6 2 3 100 TaP of F RsT STEP sT a.1 . Ecca:rlTR I c �IAKi"IOLE 7 oP FOOTI 1 - T o ToP of CAST t NG _ tai p t r • • • 3' -0" 3' - 3 » r •� + }. 1 t 1 Z2 • !~ r 4; y' ,« 0 " r ^: _ ' ,�i SECTIO P ELEVATION s f . y a. ' BY: I •,. �p ..� V PLASTIC � IML f ._ __._ ' �, i r Y •r A � • /./.. STANDARD `•f,' • , PL.AST I C • '- r . , ,'',v ' . Yj , ' ,- Y, • NOTES p`pj E AMAMOLE RISER ' GAs (zT \ I _ 2s " . 40 _ H .� .. c. 1 . a' �' , '..7(:!.....N, • \ • , 6 "'° y a6 1. FOR PIPE SIZE - SEA PLANS. - = s8' FOR PIPE UKO I STUBBED �- (� r' *w Y IE SHOWN �^ `` r (. 2. Fc =3000 PSI IN 2' DAYS 0 24 OR LESS EARTH > � -- ! .w ..0 V` 1. 3. OUTLET AT SIDE WALL OF INLET. SEE • i ``� ; )- , ' SON PLANS 3 _ PLANS FOR PIPE ORIENTATION. 60. FOR PIPE .. I _ r � h.. T• - "`` ZT OR L.ARG�Fi ' • • • • • ,. COMPACTED n . "� " r � « w r i r ,r , NI. \ . • _ 3/ *-0 �/ `:: r " { , I2• WX• FOR CONCRETC PI Pc•-" ' •4 }tom PI?, • _� 4 REL Z • N S• y �il t �Y > wlKYi• in 11 DOWNSPOUT , . , INLET N.T.S. �. N.T.S. g N . T . S . '" .� -� 3w TI~: t. 6 0 I ,. • +" DRAWN BY: r ♦-. ®• - - w . . ; . y . , !�) I . .�'� • • �' FOR STEPS SHALL - 7....••J+ ji . A ... r • • ., CONC rTE AND I SLD • f , , r10L.ES PRE TOR $ORELk CHECKED r . N► �. 7..." r SET I N FRE,a�I ` • NOTES: � . USE R AN TYPE ONLY I N NON- TRAFFIC AREAS ' , " • SHALL 8E 111LRT 1CA1L LY VERT I CAL I STANCE, 2' O ' •• •' • , • • 6'0' 141 N I MW1 • • 12 LAYER COW' GPkT1t f } 2 i . COVER SUBU AND B F MPACTED RAME SH 13E GRAY CAST IRON ASTAA A -'48 CLASS 30. DLW DETAIL A ' SPACED 12' cDatit TG CI'ENTE R. INVERT TO {NVERT BASE w►TERIAL -Ol I cam, 3 . COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. REVISION 41:441 i 4. NOTCH LID FOR LIFTING HOOK '-` . 92. I I EDITION ; • f, a KITE: I " CLOSING r ■ �, MANHOLE STEPS MUST BE TIGHT AND FIRMLY t I s o DATE: EMBEDDED. , THEY MUST ALS MEE TIE ASTAt�� q, ® ® �'� StJEU AN AND STAN ®TARO f . . IA, TEST FOR 1 T STIWD LNG : PULL INC OUT. i'7 F"i ® MANHOLE . 5 « 3 F ,�.I �" u r ti • o .►� _ " 17 ' MANHOLE FRAME AND COVER , 4 . „k : � + : ` �. * • s DRAWING N0. I ,, i RAW ItiNG NO. 120 ,* ..� '' se ; •G t '•• •••MANHOLE . .. .:. OL -� , ' . ' ' a , ,. , ., o , . ... -• C N.T.S. a 3 /4 " =g �_0- c3 di , CUTAWAY VIEW I D - • a. 4.. ' • ATCH EXISTING GRADE Ci? IS* CC E.L. 230.0 3 f NI' , , - 3/s ?OR ' PLAST'IC sAF, Y STEP f , ZED S TEP ` �! F GALVANIZED , • MACKENZIE/SAITO Sc ASSOCIATES" C. c�I DETAIL: " �'�v�` 1994. 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(/) t 1 1 A cd i 0 fo 1 , 1 0 I ) :I e/ .40Y / 4i." ,.,ai 0 4,0 ili 'a '11 . 1 1 1 1 , • ' ----"---- ' - '' (b 2' ) ' 4 ' WV' ' ' I tt.. i s* 1 1 Z *i I A it r il , tik.;90) 7 / 1 t ,--- - t , - - - -- 4 / I ; ____ - - - 4.14412 0 1 t- -d- NI t I / N r' -`': --, '; 1-.' - 1 t 1 -t" ) I _I ( : t -::-, •1 // I . , ' . .... = -.. 4 r ---- 1 /-146 b- 1. vp6- E I , ,,:,:•--- _ -St.....-4 — — -- y __ , 1. _ r. . ;. „ 5 „.„, _ __ I ,..11 i I I 1- • 1 -,._ = I_ ,J - __- -- _ ____ _ _ _ __ __ _ _ _ h ■ . ,:. , iik t ... r41" t i _ --- --'.., -A- --\, I 1 r'-' . , '-' 1 14 ' I'' • 'A ' fitf' ' 1 c \ ■ 1 ' ''', rs4 ;\ !,' ,. /, I ' .,'-' 1 -- _ ___ - - ■ 4 ' 'N\ - 4, 1 .4., ,,' ./ . e •- ' t 1 t 'L , . . ,, ; ' •-..,,, t"; 1 ''' , 1 . , 1 '' , .' I , - • - - -- - — _ ___ ___ Date _ , : ■ , . 11/21/95 1 , , . y Drawn B = I , 1 . _ I '.. DEP .,-- Checked By -4 --..., , i . . . . : DUN . i . . . . t, , . ; ; Issued By (BCI) -; . , , , , . ....____, _ f i Scale . . ' (I': °I 1 \i'l . .__. ..., AS NOTED -. - ...,, ik ) C1„, 1 ' __to-- 20 0 10 2 G 40 30 1 ____ __ :, Job No. -- __••____= LT-__,_ _-_-_-_;:: ____--- -___-_-_; -. _ _ __t ________ ___ . __ _ _ 4 , ( IN FEET ) 9744.10 , I inch = 20 ft . . --- ------- ,' Sheet No. i . sp...i , , , , , . , .. 1 ' ... „ ,-„_..,,,..,,,,,,-*,...,,,,,,,,,,,,,,,_,.... __,,,.. ,,,,,, -----.„...,..........,-, 4 ' 1- - ' ,-"' ' -- 07 - & -- -124":1,- , :,:vs.,P5 ,- .F- ,,- _,..i,.....2sLak_z__ , - -1-11:=1:_...: _114: - ''...,...,-*4'-',44.4 44" ''. A - -A 1 - 1 . 12 -:".-- 5t -'.. - - 1 . 1 .-..r 4 .---' 1 - 11 k''' .-11 ' t- - - .° -- l ''''' ''Utf"WAIMIII-42.7171.-VLWIA--11-W' Artni...-FEALVE t - "AttAt , - -Atft 1 1 - .....2.: : ' _Ai:I', . s-.474,A41sIt. . , 4 4 -.. - -5 ..,„'„,4.4 ,'i...,,,;._,-*,,*:, ,_4.2 .,,,, - 7,".;*. . ir, ■,.%, .. _, 4t- -7',„,:gtva - ,,,, -- - _ - f=, , _-_ A-:,.,_:_,._^,,,tA., -11.2.n...S .44 4; ..1-44' 111 .?. L - _ . 1 , ...- - 295,38002NARCH\380-0011) .'G DEP 1'1 /2095 19- 4 12000 _ _ - - — -__ -- -- -- , - — - — — - •,,,,, ,r1„ -1, . , ,,,,,,,-4„.„Sa,, .4,4 ■•:•,,, Al.,,,..i.. , , r- , f -' , p4., ':i ,F -,,,, ., -., :71.; I t'..-: ,`., -...- . .,,„, .. - 4-..!_ t. 4 'ir..A LW' X-F. ia ,,...' A :,. T ,,. .,,-„7"... 'V .441' ',' t7 .."%.,if... ,r - --.42.- /1 ",,,', .,'.' l 4 '4 , V 't '1-•'4' . ' , - - -0.-- , , -, :1 = ,' ,, -", roV''''' -4" t lei . -,:“ .', ' ..A.,'" t :-.K it - e' ",."4, ..,- , '"4 -- : ".- ' .. -2. 5;;;§.2t- *. - '. "14r,irrIat, 4 -,-- - k,,,, , --, " ''',,,,=%.: --"AAr: * - 4.4 4" ,*-' - ,.- '' ` . -' - ", "*, ' , ... " .., ,, i , .. '..;.., , , r..."' ,,,, -;".0f N :".f.1-_-A, -;=.: ` 1.X4= -,,n .". .%1 ,U.7., "At .-,,,, -.--4, - -w",-- ^.",,..,..- -- .--. ': . ,,,, ,- ,..., ,._, 4, GLASS LEGEND . EXTERIOR FINISH NOTES ---,..-:::-...---. -.--- — --------=.- — ;—:,"=------- ..-- . 17 i A 1' INSULATING GLASS ET AL COPING 1 11. - . PAINT ING1 B is INSULATING GLASS ALL AREAS MUST BE COMPLETELY DRY PRIOR TI) COATING. ALL COPING . -,, TEMPERED SURFACES RECEIVING PAINT ARE TO BE TREATED WITH 1 (ONE) COAT OF 0 GLIDDEN RUSTMASTER WHITE PRIMER 590 AND 1 (ONE) COAT ALKYL t eN . 1/4' TEMPERED GLASS (FLAT FINISH) TANK & STRUCTURAL ENAMEL PAINT #5250 SERIES. 1 , Li COLORS 10 BE AS SPECIFIED, BENJAMIN MOORE, PARKER, OR PRESERVATIVE PAINTS MAY BE SUBSTITUTED FOR GLIDDEN PAINT, - - NOT USED MATERIAL LEGEND < _____________ i LU [1] NOT USED Y 1 , . , < '2 a i 1111.1 . 8 EXISTING BUILD z ING F I— W _FA pi EXISTING ALUMINUM STOREFRONT FRAMING. <> INDIVIDUALLY LIT LETTERS. 0 ' 9 i - 1 1FAI NEW ALUM NUM STOREFRONT T TO MATCH EXISTING. t k A u) 3 LETTERS PROVIDED AND 58 I --...,..,,,.. JA6. 0 . . A SIM INSTALLED BY OTHERS. 1 OA .<' i---- , RAtSE EXISTING EIFS 3] ALUMINUM TRtM PIECE N/BLACK ANODIZED FINISH. Et EXISTING PARAPET 1 , A-5 A-5 - - ./? AWNING - ''‹ -- giC CC ' > Al I LI L NEW METAL COPING TO MATCH EXISTING. — . cs , _ [5 EXISTING EIFS FINISH SYSTEM. (>..' 1 :9 .: -.. -.., L a il c-\ ar et 1 1 i _ ._ . ______________ _ _ tx EXISITING SPLIT FACE CMU I ----ru _ il NEW EIFS SYSTEM TO MATCH EXISTING, COLOR TO MARCH EXISTING. v) 0 iNTERNALLY ILLUMINATED _______ I ji - --- ---FLIT_FITII _ ____ _______ ____ ________________ _ _____ _ __ _ ___ _ _ .... _ ____ _. FABRIC AWNINGS _ _ - , ,...„. , . , ,_ r ------------ ._ _ .. _. L A EXISTING 8" CMU \NALL. urr laj 0 :* '''''-' 1 ,, _ f "71 f;-:1 1 1.:, t i 1 ,..1 .1 1, 1 ,.-, 1 .. , _ __ ___ --1 _ ...We - - - . - - -- - . - . - - - . - , -- . - . — .. ......1 H NEW 8 CMU PARAPET TO MATCH EXIS TING, COLOR TO MATCH TCH EXISTING. I '' i lku C,„) P 0 CC , , ..__ _ _. __ _ ____________________ _________.. ___,:___, ___ ,, .::_____ ' (0 CC ° b 11.1 REMOVE EXISTING DOORS, REPLACE WITH 7 .. 7._ , _ _ - ;i ,, _ . .. _ NEN GLAZING TO MATCH EXISTING INSULATED a a (.. l'''' - 0 a r=,. , P , a a 1 1 - - ."` ' 't t ',. 4 0 0 i 0 i Al ,0 : ,0 "; '''° 1° , e4 177- _ -- - - -, -_-_- - '-- -. - f o u" GLAZING. ALL GLAZING WITHIN 36" OF THE ; a I 4 Z >< '2 l i fla P Vi = Lil FLOORT OBET EMPERED. TO BE TEWERED. . 1 ' 1 ell 0 iL,' A . 0 0. , 0 . 0 0 . _ _ _________________ ____________________________ _ __,________ ________, ____________________________ _ , , ,, . 0 „,,, . . ,.„ ..., ._ ___ _ 0_ 0 ° 0 ■ . , . _ .1. 1 1 ' , • i -- l' -4- 1 - 1 b ' fill 1 1 a -------- 1 i i r __ ......... 9 .... 1 : Revisions ' - ® — I l g . -pAi El 1_A 1 - / ; REMOVE EXISTING GLAZING AND MULLIONS PROVIDE - 1 ' : AND INSTALL NEV DOUBLE DOORS AND TEMPERED t '. / BOSTON MARKET TENANT MPRO f VMENT GLAZING WITHIN 24 OF NEV DOOR > . 2 . a NORTH ELEVATION <.> f -, - , , , . , 1/8"=1' - 0" -, W - . r i Architect Seal g ... ?. , . .. . / i t '/:.- ' if ;/'; g --- •--'':- -: , f , - . 4, ', I . . , , •- -___'-1--, 3 -- --- , — A-5 - 7 1 : ' ' RAISE EXISTING CMU_ PARAPET C-4\ , 1 '4 . , - - ...,..I,..-- -- — ' . , .t.1‘ 1 t- e? oSten Yikftil!Ce —I BOSTON MARI(ET AWNINGS -- — 6 0 — — — — , : r - ; ... .. _...........___ .. . , INF - 2,w -- -1-m- I -` i. ; - . II i I 11 IFIEL Fl \ r:-,, . . t. -- - , „ „ , , a '% , a _ ..- )-- --. - — B ., ,16 _ _ _ , ............. „,,_ 1 a EXISTING CMU w ACCENT fl -12] v.) . . REMOVE EXISTING GLAZING & MUWON, ADD NEW DOOR & TEMPERD GLAZING WITHIN 24” 2, ----- OF NEW DOOR. i 1 (1 .8, i l k_ :.1_ 1 . - El....FVt\1 , , , i k — ........._ ... ,_ 1 , co )--- ilik 0 . 4 \ - . 1 , t"-A 4;1 I <?. <> T . _ i E ,,,,,\:,,,... .1146,1,,, R_Ai_SE _EXISTING 8 CMU ' t- I :1 '' , ,.:.'4-.; .0 . PARAPET 1"--4'' • . - , ‘t. 0 , • -, ico. • ' IT . , d) •; 111",. 11, 111,, f 4 - _ _ i --------- 1--- ----- i- --- - - - - - - _f________ -L - i---- ---1 . .... 1 , , to - - ..: "I) I lirlill 1 lilky r I 1 It. '1,,, .14LI ti` Date 11/21/95____: a) . cr) EXISTNG BACK DOOR . ._ _ ._ r Dro vw n By _ 1 ,.. _ _____ __ _ _ ______ ___ _ __ _ ___ ____ :11: _____ _________________ _ I , . 1 , . 1 _ , 4 , B. J.A. — -- Checked By (71 , . ...... _ . . _ (.1) Issued By (BCI) ':. (71 4 . I- I 0) BOSTON MARKET TENANT IMPROVEMENT ..-- Scale c.) a .., SOU TF-1 ELEVATION ...-- ,t , 6.: c 1/8".1'-o" 1 i 1 ' 974410 Sheet No. 1 . A-4 ,. -, Mt..- z - "47 - 'WI: -44 --,= ' ... 1 ' It* 4 . ...;4. A." -- A • ''' ,.• ., W ...BritlAttrigattVAl.:Ag ', ,triajlielaSffef,U Z-4 -,- `" ..'"" ... taillms _,..--:, ',.--4--T - e•d. 40'4= F 4 ■ e i"Kry,TiMiMPX,.."aarftaglit=4,,:f , A "ileit..V=f: 14 ' f&Me r ter2EirjeiraltarrAXATT4SIWZOAVA ''': '''' 7 7 7.1. 'PjattftAl • Wa r eVAPrireAgMireatifg * 4 410 1 4 , kZe - Z6 ttSX41Aat=4: al ' 7 4 ' 7 -.Z.C-n'2ff- 7 a 5 6 47 -. 42,7 ' 7 - - 2 7 ' 7 ' ' ''.°7 '' ' 71r - l''' ' :71 '7:7? " 17:7:° - '1:,-: . 7 ;. '11.271 `b 1 ;' 113-7414174.1f 47491 fiCrW*7-11544Z17717:i i ' t ''''''' ' 7- ''' " ' 4"'"."-V7:1-3 ' '' j''' t . \•,,, \' 1 I ort II 1 7 /; L 01 1, 0 1 , G ". - ! ,, vim' c PI n C vi 0 '� a ' • , N� I a ' " t i 0 , 52 ; 4s 1 I, _ W V k II 1, V) c001 Col t e i ' , - €0 C3 N 2 _ 1 I , s .c0 C I g �f39' t7 " < ®.2... Li I • 11 1 PRIOR REVISED rl BANK 3,593 SQ. FT. - 3,840 SQ. FT. 2D S , " RETAIL OFFICE 11,156 SQ. FT. 11,990 SQ. FT. t //( /1 V) • w - 15,830 S FT. W ' . , „ ' , • TOTAL 14, 749 SQ. FT. 5.83 Q. r w ^; "� z r 1 4 r„w .:M. • k PARKING RATIO (4 63 STALLS 63 STALLS f kilk � , a :, ,, .., . „ .... „ :.. COMPACT 17 34 l# , ,I ,,,....,.,,,,,,,,,,,,,,,.„...„„...,,,,..,,,•,,,•,,,,..: - „ :w S TANDARD: 43 26 Z-- v li • 1 n � ` .r a ,.:5, » k :t : :n.•; f 1 --- 1� r ,, 5 SITE AREA (ROUGH ESTIMATE) 57,500 57,500 I' - SN , .,. m-.. ,,. _::> LANDSCAPE REQUIRED: 8,625 - 15% REQUIRED: 8,625 15' . ;.Y *y f' - PROVIDED: 14,884 - 26% PROVI 15,670 - 27% ' W „ �,:. • ry f • r or^r" .,e•m' inn a E•.e, 6 t A^' '•!5i. 1 '. � 7, • } .,},, .,w' a i^,"^n ,. r: nr „na+xM'p.^"'. .wa„ v"' . n„n'r ^""`•n • " :. ^ .Fn,,,n. ��, '•k� , x 1 O 1?C= J �� f4 ZONE CP �I .: "�" _.v ' ON, WA :: -�` I•dAC � .. NCY: 82 ` G (NON-SPRINKLERED) / „„....„,,,, ,,,„,,, ,,,,,..,...jii„, • • . 0. ES „ SIGN ` , 1 '; _ .. _ " ..Yav+nw.a�,srtt,a' � f . t "`-' - 1ACK L NG - -! , 1 , ,. (� �. t. -f" 1 54 5 - -� -' - - 0 , , r ,..---- ,- „ N \,.....1 - N, v I • q 1 r. I 1 4 ' '' I nz 1 ,� k . , i ptmYa. srnn .vtM , . . A i. QR A t f . r 1 , 6 - 0" 26' -0" i 4' -0 14' -0,. 1 2r; -G" I i 4' -0" ' ,Sr r0" ' " x i , ....7 .. ,, / a. V S.<t,. 1.71 iit:V.WV�:".4 i I S...or•" ;. y,,,� r . • . ' 0 .: : 1 ., ,. . • . . I 11 t { �h r ' zn•'; ^e':etta' :'a,t's'z+xtwm ^ i E f x , _ y • • • • I x 7 ✓k i , KEY NOTE S ' E .. 00 R ° cal o c1 �p ; 1 1 z F k Q i '.� xawro +:ar,aaxuroxJSarca<, W '� U. ! FI r O p 1. EXTRUDED CONCRETE CURB. SEE DETAIL 2/C4. I' a - , . _. ". i � . .^ Y © F H. 2. 4" WHITE PAINT STRIPE` T`rP.a ' co N , Q. N :. �,x ,,, t) ' 4 I. II 20' - s p I Y , 4 , o s 3 , CONCRET SIDEWALK SEE DETAIL 1/C4. i i 1 ' 4 8 S b b e I S EE D AIL ° C 4, p + ;� 4 DISABLED PARKING STALL. r' tl H I o 5 " 4 o� I 5 SIDEWALK CUR RAM P. MAX SLOPE 1 :12. o ,' _ . i o ' ,n.w ^ 6. 7'--0" WIDE STRIPED CROSSING. `' ii s i , : III • z� ' - t . " t °' 1 ' N ` '+ ` 7. a' -O" x b' -0" PLANTERS (EXTRUDED CURS). `' 1 \ co 2,r . OC: PI ; . ` b k ;. 10C '� 9. ASPHALTIC PAVEMENT ii-.- g \ 1.1114',\:::;. ,. :':: ` `O1% /^ \ , N ` LANDSCAPE PLAN. - _ - a • � 10. LANDSCAPE AREA. SEE, L c , it T /.N T4� aJPiv a `t0 ,_ » o �`' 11. COMMERCIAL DRIVEWAY APRON PER CITY STANDARDS. PUBLIC STREET IMPROVEMENT PLANS) ' i . ` p ` � J ' I ✓' a , 12. 5' -0" WIDE PUBLIC SIDEWALK PER CITY STANOAROS.(SEE PUBLIC STREET IMPROVEMENT PLANS) I ♦ � 1(,. 5 i [20C " o o ;,, ' -`r " 13 , CURB RAMP PER CITY STANDARDS. v, . a k ' 1 6 f � ` F, ; ° I 14. BOLLARD. SEE DETAIL 12/C4. • tz P 7 N .0.....s w xx - - - - �1 - - b f `, s 15. CELLULAR ONE EQ a B OX . j ` I 0 1 a �' " LIGH Gi 20 . ` • " �i ; 4"..<. ' o o , k 16. 45 C`LLULAkR ONE POLE WIT► 1 I i I • 17. 5' -0" WIDE ASPHALT CONCRETE WALKWAY(TEMPORARY). t k' oi 11 Pr) e \L 11 _ w ^. ; �.., ✓` /, :� I 1 8. 5' -O" X 5 ' -0" CONCRETE PAD. f ! , r "' i R .., 4.1 ' "_'C 8 - 9 - 0 " 4 SP @8'8 ¢,_8„ (3)SP @8' -$ - ' „ ,> 10 Y • 1 : ,,,, I x () 3 8 -8 : , • , ' (i i )SP @9 0 99 0 r'? ' . �rA°: '„.;, ; W CiE . OF PA VF E SIT _ Tom ---- k ti r Li F . / � '} �M is �" .» !!--Y y :. M` .:i:.s.F:sK ° w.,.:. t «~ } . , ' H +•,'w „'.�.5`,�.;�,.}... Q z st ' , ? = �� I: 0 ' + A -3 TRASH //:,,,:///,' / ', }�'. +i t r. I % "i ,, 'h ii # . RESIDENCES wv c/a P r ,,, `' r 0 , i s Y 1 ,^"' '• �Y t e^ ' +'°^ . �" 0 ( f ✓�"f ' `:' 4S (1 ` , ,, „ a io •-- t.:, c, ' ! t..✓wf n i...•9 P ' F #,t� „ a „s� z { G Q 3 ,,s , + ` r , �' " n S Y S k s: a t 1 4$ t - - • g -rsr s cam .' 1 CC } ; ..:n _.- ��. - t' •� , �+ S . . • �. t t �t"•, t n • " , v , y ,.. n Y t 1 ' Sadw. n '.,..... • CJ € � $$:a;.xw * , nwtl T r v" y < , y. ; , • I, ... _ __ - yy .� y . - - t . ; HA , . v., .n tl , , , , v.tt.,v,, ' A ' W .4.. : , ,Y,a.P St' ^' •Y ' , , rf n ' 4 � { � '' i ;.nu , i'°4 en- , ,1•.n � ;:9nt�f�er..;. ,,, ` 1�;.^ u i yY, ,. F} :k 5n �.ktpA �. , '>' t?. i��." dar ::'f:7i:"'� "''!�`.: "lse��i";. ' a '+,'%.•.1:.:v..t'fR= „ �,. ^^ w.�"� +dY AE h`� "• ;'rt'�.`s4 Niilfa'• 1 " y '; ",,...., ^'t E,.a ,`.S•afur +':vFzrS,? }f#''s'd.«< ? I , 9J 'J �' k n� i. {i • I pt 1 I!I I F < NNNN 1I ; • ....1. _ FUTURE SIDEWALK : FUTURE PARKING I f • r (14 SPACES) , s 3 '� `� r ,, t t I i , i 1 ! P i. tr ' r I. • VETERINARIAN FUTUR • , ' ��� ��� 1 F. F. 230.80 f Q FICE LEA SPACE 9 ; i �; ' x , DRAWN EY F • ' s e ; e NSS /SLD /CNH ' 0 I k 18 E ; ` I i : VI I t I x ; k` @ RE Std N , W v r CLOSING , t r -- /�� 0 : s . ; ' � , DATE: I c . • f.. ...,,. ., ,.. .;',- ;;''.„ , ..,.,,,... „� ..,. , .: s 'tr,„ tai € : ..,q� . . .,, w 4 k ...,,...,..,, ,., �.:. ..,,.,...,.•..,,, . ..,,., .,, , ..,.,, ;. ,..,..,.,. ;.. ,,,., .,,,.072 ...,. ..H,,,...,,.,,,.e i g E r; O k y �' .`_' °.,. ( . ' : -� GRASS LINED SYVALE �� M V ' ° _ P k H ' ii...H. z : �-, ^y r , S 8949'12" W 240.00 k.,/, t�I% i a . f . , 1 (1.7 , g : 11/4.... A SETBACK LINES i y e p'n 20 S� B �� ' { HI, I; • / i , , i il : W DAYCARE F A CILITY i �� ■ , r M 94. ALL RIGHTS RESERVED TES,P.C. i3 ' • tl h THESE DRAWINGS ARE THE PROPERTY OF , N, MAC -j E D N R ANY ASSOCIATES, WITH I ' A AND ASE NOT USED OR RE RO , k IPRIOR WRITTEN PERMISSION OF MSA ,, SHEET k ' 12:.„ , it:; I I I I EI l • , } el N'' SETEPLAN Cl I. 7 ; `. :° 1 " =20' -0" a a OF G ' 7 p yJOB NO. F.' ` PERbAIT SET 12-29-94 29 149 i' . , , / , t �._.. � _.�. �...... . , .. � . .. .. �. �...,� . •.�., , �. �, � _ w~," . , ,rr..., �, �.,n.. ,,.�. ".. .� .._. � ,.�, �,..�..� �.m m.m��, �.. ,. ,m M ..m ,.. "m.r"wr� w. �.... ,,..,�,.., ,� ... , .. , �.. .. , ,.,..,, m,• _..� M ..,.. ,. ,.,.,... „ . .., .. m „wm � . ,,.,. , . "wT,", " „ ",»m .,,., , ".,....,.., ".. ,,w,., r „ . , ,... ,,,..„, • ...... ,»-< m.. ..,:,,..,.»..�...,,,�.�. ~ w. ,...,m,, ,.„... m.. �..�. ,,,.. ,�wm„..,..,,m.,x.�.. ,..M,,.. <,.M... 4 V 1 ■ ?j, STORM INLET PROTECTION E ROSON �� N O T ES : $aOSE: . i ; • • 1. Construction activity to consist of new bu cons 70 PR EVENT SE DIMENT?O M ENTERING ST ORM DRAIN SYSTEMS P R I OR TO ' paving, and utility work (storm drain,sonitory sewer, water, gas, PERMANENT STABILIZATION OF DISTURBED AREAS. • 4. electrical, telephone). J : COND W HERE P RACTICE APPLIES: 2. Total Site Area: 1.32 cc 1 , I. r Disturbed site area: 1.32 ac WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE P ERMANENT STABILIZATION rs c OF THE DISTURBED DRAINAGE AREA. M I ,, • 1 3. All trucks transporting saturated soils from the site A DJACENT T-0 AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN < er see in from the soil cane EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. �,,'y v� �! • ' 0.4 a shall be well sealed so that wat p g of • '. drain from the vehicle. If truck is not sealed, the loaded truck is r required to remain in place until the water dripping from the DE SIGN' CRITERIA /SPECIFICAT DNS: , T . saturated soil has been reduced to less than one gallon per hour - G before leaving the site. • SEE DETAIL 1/C2 FOR STORM DRAIN INLET PROTECTION. ®� ' 4, BERMS MA Y BE R EQUI RED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS 4. Effective erosion control is required. Erosion control devices ""' A ND PREVENT BYPASSING OF THE INLETS. � �, ; N , must be installed and maintained meeting the D.E.Q. requirements. - ,. A NO TIM SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT SE ALLOWED TO T City m ay, at any time, o rder c orrective action and stoppage or , 4 4 A CCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEAS SEDI MENT MUST �► l= • work to accomplish effective erosion control. INLET c , �' G `` BE REMOVED A ND INLT_T PROT ECT ION MEASURES RESTORED AS NEEDED TO MAINTAIN `' THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. ! -�•- 3 • 3 5. Effective drainage control is required. Drainage shall be ;` w ``� I , controlled within the work site and shall be so routed that b STRAW D ALE SEDIMENT SARRIIER I 0 ° 1. r c adjacent private property, public property, and the receiving system PURP OSE:,, 1, , ; a f. are not adversely impacted. The City may, at any time, order corrective ° wmm •� nM „� '" "w °° ° � ` w M ; r,� L.; 0 c...‘ C' f° • action and stoppage of work to accomplish effective erosion control. .... "` ` � , TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY -- ®C,; 0 04.4; ! ` M „1 r " °° .k� PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF ^ • • t ,„, «,..... -'.... •• . '4 VELOCITIES 14.- '''' 1.41 ; • _ <v,� <� x„0„9 .,,.•N SYNTHETIC FILTER SEDIMENT AND REDUCING RUNOFF } . a ; . ® CONDITIONS WHERE PRACTICE APPLIES i .0" 't7 • i ' `.' \- .... , _,,/ MAY BE SU BSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLA 2 I cat - <` :...,,, .K ® OF LESS THA 200 LINEAL FEET AND FOR SINGLE- FAMILY OR DUPLEX '� + V RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING G LOTS OF RECORD. 1 p © -"- {[ • -. `. , -. �..� `.. EXISTING S , I IN G CON'S ,OUR ,,. �..�. .r .,wwr.,,.� ,„,, m �:.,:M ® - ., ' tiss tev: c T rT I CONTOUR _ s,r ..r .,. •.�. ' AT TOE OF SOILS STOCK PILES. ? y ��� „yY „ M . `yr w" w . ,,,«,,,,.., �.� ; y f , ,� IN EXISTING, UNDISTURBED DRAINAGE DITCriES /SWALES USED TO CONVEY r ' • 230 CONTOUR PROPOSED COOU "° - ��, `.„,� 4 , w DRAINAGE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED w �-�� >, . ;r , ;-, BY THE JURISDICTION). I 23 ��, w 1 , PROPOSED SPOT ELEVATION _ __ a „ <• ,• F Y �` ,,..� ..,�,.„,..;. °�" '~ »`�. °. < .,..., .. . 0 - ® ��, , , : :•}` , • DESIGN CRITERI _ „ °""<` '' =.,1. i.,i k,„, `a,,I, f, ✓'t,.,y , ' ;; ' ,. ,- ",..w<..M.....,....,,.,,,,,,. ,,..,•..�.,,. -\ : f \ A`J ® :� < >t' .. ` YZ's` = SEE SHEET C2. FOR LOCATION OF STRAW BALE SEDIMENT BARRIERS • i = fj • „:« h�. <* ° ' �••••,• •.,'" r �,-r' � � ` ��w . �j�B � ` „ >; ; Sc Wi • u �..d. <� r ~ "�"' : NN r.� r ""�r� a - .... "_ �' ..,;�. �, � t+5 ' ` _� LONG SLOPES AND CATCH BASF +`�lS.% • • • { yam; �n''' % � "~ f , p ;P A C ��, .� :"� �` STRAW BALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF • • " ^"" �. ,A ` -17/ '' �Liw•� .,` C EREAL GRAIN OR SEED S TRAW. li `i ., ,.. " "_,... �" ° M °-" �. ,. .M �.x s': , ,` I = STAKES SH ALL B E WOOD DR , - + '-, ; \ ` T T�6RO BALES AND IN70 GROUND TO • ."".^".,....^.," ' . ~ - " ,. "., ".,.. ",..,.,. a. '. > ` + .,,�, ..x ' ® r� 5n< ,: . * t t i A MINIMUM DEPTH H of 12 ::: • 231, 60 231.30 3 S • • y - � ..- ,, STRAW BALES SHALL SE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. ' t" - --' c �' _ STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH 1 ' .....∎ r' = t - AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION IP \ /, / . : f ,,•m - '231 80 231.3 • . w � '� $,,;‘, , 2 ` 75 � AT NO TIME SHALL MORE THAN A ONE -FOOT DEPTH OF SEDIMENT BE F es ✓ 7LTER FABRIC OVER C.B. /1- ,,„,/." "" . .s / - -_ - € ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. ; 231.40 W d ;, ' SEDIMENT SHOULD BE REMOVED OR REGRADED INTO TH S LOPE, O R T HE • x GRAVEL FILTER ` '- :a NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. °� 7 ® T 231.50 ---- - w µ� ; l r • 231.26 ; ; 231.37 �" .w. , -. BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL \ ;d GROUND CO HA S BE SU FFICIENTLY ESTABLISHED 7O PREVENT EROSION AND [a • ,� ,t .� �-v "• UNTIL OWNER ACCEPTS WORK. ! •ter �• Y • • 9 . , F .. au' 1 1 y 4� 18 MIN 11 r'� ! 230.87 , � ` . . !i ,, •a/ ':k, 4 1 . 401 01; 4 , 0 • • Its � j .....ti° ` w,o-rz a sx «r . nex, " ,, I g 4 g - �..��,w_ / � AR SED ; L 11-I I �` I I III -II I (1= 231.50 e . 1. I � � �,. „� ' I ; N �--' p¢.��[� I i < seau rxNC:- h �� Y" `•,./ N i. d "m.' 6! Y C r • i I I II 11-.11 :...I i 1 1 1 111,11 l -7 4111 I,.,TI 11 \ 1 / „ , , I � w .i t „. 1. � 1 f T . C 4 i •. t PURPOSE:: ! ` `:\ �» f ' TO REDUCE THE , RA,NSPOR , OF SEDIMENT FROM A CONSTRUCTION SITE BY • 1 � 5 x \ r PROVIDING A TEMPORARY Pi-tYSICAL BARRI R TO + • : " _ "� t m..� A." „ r.4 € W ; . \ , 4 VELOCIT T WEEP HOLES IN C.B. x �� < ' 11 f w l; I fH r 'k + ` ° +. 1 r' i 1 ' `� \` j N - „�- 230.40 ,., .� <....o-;ak,.. ® CONDITION S WHERE PRACTICE APPLIES: n a W L i V p 7/11 ', .cn,a wu," .:<a,rs*,ne < S a 1 1 1 + // `` o ev , ` 1 f ' k 5 I s DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET P k 231.2+ t .. , f i i \ , . RUNOFF. 2 30.x 5 r 3 0.15 .,« : : T Oa < f r _ . i a 1 •, ' '. / AT THE TO E OF SOIL STOCK PILES. '� ` , \,. 2 .5D , . °u � � -c- Po <. _ •, .,''. , ,w.•,wmw' aeew: " mSiwxw»a woc•<xwm<m t a, JF a # _ 1 Ir ,,‘‘o0 ` ti ,; �,; ,. 229.96 i , ... , ` AT INTERVALS AS INDICATED ON SHEET C3 ALONG THE CONTOURS OF \ ) ' ; . - :: � `.,, 229,85 r , � - -x :n �� ., W �; LARGE DISTURBED AREAS. te 227 t') f s , � 230.40 a i • CATC ,.,� SECTION `.. µ� I . ti ; C � ..� '� •., P, _ AT GRADE W �..., `" ---- - -_ yf BREAKS EXCEEDIN 20 ' w 1 I 1 . 1 • I -- ,,, ® F H, ' ` ; 2 29.861 I < FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. _. 230.50 - - • _ _ __ °°�"" ; „'/� �` J l a SEDIMEN FENCES SHALL NOT BE INSTALLED ACROSS STREAMS r, : N I ` � , 229;90 , • E - • ° "- ` "" "'' � 'x C* ` DESIGN CRITERIA/SPECIFICATIONS: 14 230 p� }. t r - 1 % +� y ! ., �» �� 229.75 f i �--� I ; �' 229.76 �� SEE DETAIL 3/C2. tl + - i m 230.06 .' "' '- NT v,' x C SELE CTION OF FILTER FABRIC TENSILE AND BURS STRE NGTH '�✓' v,: - n x x.20 _ DOE OF T1 TH . N a 3 t,/,,.. " "' a -�- '' "4 ` CHAIi' ACTERISTICS DEPE NDS ON THE SUPP ORT FE NC E. FABRFC ATTACHE T O ' 0 ;, , ,'``�. a k ' , ` 230.25 �-i ' r .�. s mac a - �.�' I �p. s.. n.,5.. «h a N - y ;r CdAFN LIM< " �,�v.CE NEED NOT POSSESS THE SAME STRENG71� A$ ONE ../ • ' rn 1� ;`` 230 ' 2x0 ,051 1" j < 4 " < 230:06 ' , %w 0 06 ,, ;:" -,.,. r - 230.17 , � - " . � > N RASH / ; % f, 05 r --- -- a �� �y CI « * - 1 ' . ° ATTi�C� 4ED TO A F ENCE O 6 PY 6 INCH REINFORCING Wit?E. 5`LECTION iS �. /�%;` I ' w µ � ` '°"' �. • & 1 '- ""r S. " , ': ; ; ' ° �' "' �" £ , ' ' 91 °e i FABRIC SHALL CONTAIN BASED ON STANDARD ENGINEERING PRINCIPLES ULTRAVIOLET RA Y INHIBITORS AND STABILIZERS TO , :,, s k; :,�.... , . , o Q 00 - /.�� /h _ / E i , >' . ;; ri I i &%). _ - x NIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION IA 0 1 -- T. • - -- = • - ,•:=1 '' -____.e. - _ _ _ - "" ` r =_ . \ PROVIDE A MISTRUCTION I' �; I • pp , ( Mb �_ «.4 ' ; * " _ 5 ^;.•q .t ,:, ,, ..., ,.. ... y iF�� ^ ' ;t:.� r.-.40 r;. ,7::r. ye; •::r. :IAA '.,a :44:4 : .rttr '<•":L c,•„ - (y �.. W ' i_ Cy !`3.`':e.• . .i t•"F :r,:a: :f7'w; N .; :. m t< '1'i�' a,.,, ~..~ . .. „.., " .s.... a §' '` AT A TEMPERATURE RA NGE OF g TO 120F. �_ II , ' ;` : .s , L IF E O lJ ,� %�rwkw �`- :f < ¢ a ., $" I y b ° ° + a te : l N v t , : cx zr»+d . T. sa s a c y u':, ,�wx 7 �, . 9 F __ s i;. «f t �v ; :� > " • `..,. `:,��. <.. :::: :OPER � �; � �• b } { �" ' "_ � ° f � I ; � ALL MATERIALS TO TAE rN G ®OD :::::: � ,+ �, 226 , .0.76 :230.76 SEDIMENT RETENTION. �Z �� 230.76 230.76` '�� `30.7'° 7 E - ' ; • ` �" GE - SO. 230,76 y '+ ;,H,, „„ , . f r 44 k `� T ,� 1 f . t a ., ,X t • --1. AT Na TIME SHALL MORE THAN L •,,7<.‘c7 'gy p ter , v M `,;; :;f • r' r , 1 > 1 ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE SEDIMENT SHOULD T ( ; O I. m , � '' � ° + , ". R ' 0 BE R EMOVED ©R REGR I NTO SLOPES, AN THE SEDIMENT FENCES ,, 15 p� �'��• � �� § ` z s ' ` r , pi > R AND REESTABLISHED AS NEEDED. Ii � ,•♦ '�• 6i•e � 226.85 , • A" i a . ,• < ; f \,, w � ;• (FUTURE) I r . • ' i, , , • 2 l� • ��• •�� 1 ` `,' OFFICE , EASE SPACE '`, :' : ,1 e •, • s7 BARRIERS SHALL REMAIN Ili, PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL illo '� l���• • • / • �, I - ; ; �, ` . f` ' ' I GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO P REVENT EROSION` AND + 1R:�r•�� }� ���• •• •� I ,; s ROUGH uRA ®` • AN® t t � ��� ��• �� •�,• ���� _' � -" F F. 230.80 ; � , , k` ,' `a1' , HYDROSEED. EU 'UR .,, . UNTIL OWNER ACCEPTS WORK. . I 'r�..• ti �� • � �. " v� �• • ' Z .: ` :,, .% ' \ PAD AREA, .. k �," ` �`�� ; i fl N .. -" 'rr ' , ti + °""" ^.. x , ��" w t GRAVEL C 'ONS'RUC�'I�r'N EN�"RANCES . c(r) , ,',"`"" . . `+ � • c `w `�,, ; �. 1 PIrRPOSE: ra r QUARRY SPACES � �/ :, 4 I ' • ' '' ::.,�« . »�.,, ." .r • . i.� fl r i llllf r ' • ' �TM \ I T O REDUCE THE AMOUNT OF MUD DIRT, ROCKS ETC. TRANSPORTED ONTO ROADS r -yy , • k f' , a 7 � PROVIDE FULL WI SUBGRADE REINFORCEMENT WIDTH , . :...- ...;. <.:. - A y ........... ..��•�,,, 1 CONSTRUCTING STABILIZED .J .•'� : " „ �; BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONS GEOTEXTILE. AS REQUIRED OF INGRESS /EGRESS AREA 225.68 , � ` , 2g w" ` s PAD OF GRAVEL AT ENTRANCES /EXITS TO CONSTRUCTION SITES. ' ■ I ■ rr I • 8 ":,.,:: r M.... "., .., w ,•m.... .. �` ''' ., w,.....:. ...,"..,., KK„ , ., ":,.,,,.,,,. ` ,»..,",., ,.,,...... ' ' „.„,.„,.,,..,,,.,N a Y W "' r ' ` 8" MIN. DEPT ,<. -- . ,.w ,, »m,.. »,W, m. " GRA SS LINED SWA M f {�" � � ` \ CONDITIONS WHERE PRACTICE APPLIES: a, k ,.�► , '' "" 1 fs, ; TRUCTION SITE WHERE TRA FFIC WILL BE LEAVING THE SITE A j; AT ANY CONS 4. = • . - ► DATE• n ® � O H. MOV DIREC ONTO PU B LI C ROADS OTHER PA VED AREAS, OR OTHER 1, 4 .; 1 226.58 226.20 - �, " " -+ ,k , " " . ,;fr M1 �` 4 Y APPROVED A CCESS POINTS. ��'6 ���� k a ✓" , " + �, tg v,r .4 S, §r It s - w _ '�° DRAVYI�I YJ 2 D E S c T. z 226,62 4912 W 240. µ I Y ® / , ,, ►� '` I ESIGN CRITERIA SP C FICATIO IS. -I c3 Tu f,� f s' SLD, 655 ;.; r l , i `' 1 SEE DETAIL 2/C2. S CHECKED BY: �` 15 ' _ MATERIAL SHOULD BE 2 TO 4" QUARRY SPALLS, DLW w w., 4✓ ` a, s '' il , C "S 1 ''''' I \ ! THE GRAVEL SHALL BE A LEAST 8 INCHES THICK AND 50 FEET IN I , , $ xm a ; _; "` { TAVEL PAD SHALT T H ,P,EV1SiOl� " ^ F d i LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EDi`l S / �� , N �:� y EGRESS AREA. (A 20 -FOOT MINIMUM r�AD LErtiGTri MAY BE ACCEPTAELE A,, CLOSING ,� e APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION\ i I\ T , I 0 ' 2" X 2" WOOD POST AT 4 ' O.C., STANDARD M ADDITIONAL GRAVEL MAY HAVE TO SE ADDED PERIODICALLY TO MAINTAIN ' ci OR BETTER OR EQUAL ALTERNATIVE: / �" , PROPER FUNCTION OF THE PAD STEEL FENCE POSTS. r " I` " , ''� / f � ° e V PLAC POSTS AT 6 -0 O/C MAX. ` fr. IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM ' CO FILTER FABRIC FENCE , ` � I VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ` -.e 36" WIDE ROLLS _ , i ADDITIONAL MEASURES MUST BE TAKEN SUCH MEASURES MAY INCLUDE c s� , r r HOS OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER �® • 0 \ \ � _ }> e TECHNIQUES/WORK S P • CONSTRUCTION TN:CHNIQUES /WORK OPERATIONS MODIFICATIONS. WHEEL k '� r ' Ni H B D H AV E , A W ASH WAR UD' - „,"/ ,/ DRA WAS THROUGH G SHULD A S TRAPPING ONE ON TE STRUCTURE GR L PAD DP, 70 LE AVING TE THE SHO L -' 1' j \ , . . CONSTRUCTION SITE. T • ■ o I .,/''` CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC 4= 9 I''- -- CLEAN AT N A DDITIONAL COST TO OWNER. .� STREETS C I' I 1 I `� � f+ fi a rl N t, «. ,, MACKEhiZ1E /SAITO & ASSOCIA N USE SUBGRADE REINFORCEMENT _ GE07EXTILE UNDER GRAVEL PADS FOR ALL I' 7994, ALL RIGHTS RESERVED h I I BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON CV �; I THESE DRAWINGS ARE THE PROPERLY OF I. • _ I ts EXISTING LOTS OF RECORD. CKENZIE SAITO &ASSOCIATES, PC M 5 I I r1 � � n Y fr■ GRADING � ldil D V V T G � EDUCED IN R Y O M4 NNE. EXCEPT WI ` II -1 v PRIOR WRITTEN PERMISSION OF MSA a - III =1I11 =. ICI =111 - 11 1 = . �� ? b - 7Z n► ' " ' " " ' - - I I 1 = ! i I I r � i . " 1 =2O _O ` SHEET -1 __ I f. 0 NATIVE BACKFILL _ � 4 MIN. ,, 1 CS BU RY BOTTOM OF I l , • C-) FILTER MATERIAL 1.___:, IN 4" X 6" TRENCH. 1 RO CONTROL FENCE 0 it: a . J OB NO. t,! v • W T SET 12-29-94 9 94149 r• _ ....„ „ _ _ ... _ _ . _ ,.......,.„.._ .....,....., ..... _ , ..... „, .„ ... „ ,, . „ , ,„ . . .. .. .... „......„.„.., . . , .. . . , „,..... ..„, ..... . . „ . . , 401110141111 • . , 0 ' i . . , GENERAL NOTES LEG 1 vis ) END , . , • ' ..., .....1 , 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, I re) co • 1....- C:e CS 1 • UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION < . %. •-- ; • i i , , • PROPOSED STORM SEWER LINE OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. . 2. DOMESTIC WATER SERVICE .0^'■ i 7. 4 ".f! 0 csi , , 1 , 1 1 , ,:,: FITTINGS: WROUGHT COPPER, SOLDERED JOINTS ANSI 8-16.22 < „ COPPER SERVICE:1 ii 1/4 1 Cf) C r PROPOSED SANITARY SEWER LINE TUBING: IASTM 3 TYPE K, SOFT ANNEALED TEMPER. • e" . fil Cre) :, . p PROPOSED WATER LINE I , t r 4 ' 4. 06.: H • ,, TRACER: NO. 18 BLUE INSULATED WIRE BURIED WITH ALL NON-METALLIC PIPE. IL. , . ,,, A T E L S T v : 0 R T K E S J A M S T I L I H Z E E R A E S Q (J R I E R Q E U M I E N R E D s B O Y F TI D G W A A R T D E Rol WATER E P R A R A A A E N N D T. 0 . P . C. . . - , < F.H. PROPOSED FIRE HYDRANT i ::. 4" G 0 0 ! ' Q : La6. (:)#$ " g ••,' ______---- 12 3 / 1 d\S‘3 . DE PROPOSED CATCH BASIN ,:: ,. °colt) 0 ° e i ‘" : • ., , . , C.Po ‘.- 3. SANITARY SEWER MATERIALS: 1- ,.:foet'i "; 0 : INTERIOR AND WITHIN b' OF BUILDING: CAST IRON PIPE r, ...,,,,. th. 4= ..... k'N N• ' . CO PROPOSED CLEANOUT .:, „, . ii - . 4 -• b,.. 9.- li... en OTHER AREAS: PVC CONFORMING TO ASTM D-3034. il (/) 1 .• - : 0 0') 0) ; , .:: • . , g PROPOSED WATER METER ,,, . \ ci\ppo)( L 5 0 / c b p, " \ G o i '' N S /p5B‘.1 , 1.. 1 ) ., CLEANOUTS (EXTERIOR PAVED AREAS). JOSAM 458860 HEAVY-DUTY CAST IRON ACCESS a. 0 = "4 1 ! BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT L.I.J -7 \ .,...••• <, .. . , „.....- WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM - N 0 ••"'N i 18" X 6" CONCRETE PAD AT GRADE. 1.- kv, 1 . t 6 ' • 4 EXISTING TREES TO REMAIN Z \‘. ..0* .. I ,,,,,e f,„,..4 ,IPM„.• ,,A.„A ., ,PO ,...V. „NY I jj , . .r.. 4. STORM SEWER MATERIALS: : I ! _, ---- 0 C •• i POLYVINYL CHLORIDE PIPE (PVC): ASTM D-3034 CLASS 3 -- 0 e,.. , ...., •,''''' 0 r , 1 ' --- -- . -- :. TRACER: NO. 18, GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE. < 13 01 IT. o ! • ' „.„.-...... . „. ,,,. ,;'' ■„).G. \- '---- ...-- ---- 1 ' , .,,,,,,- , ,„-.,-,„ - ......- ....-- - I „,.„..,...... CLEANOUTS (EXTERIOR PAVED AREAS): JOSAM #58860 HEAVY-DUTY CAST IRON ACCESS ,, . .?,,. :,,,...: ...„.,..„._ , . Li , 3,4" 0 // p 5\3,0- 1. ) .„.., ---• , 0.H: ELEC __----- A Is)c,p,TIV\I „.--. 140 111‘44 -. .„. - . „ ,,„ .., - I ' 5: 3 .. "'' - 18" X 6" CONCRETE PAD AT GRADE. ..' WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM , •••,,,, ...„,....„..., VW ''.. - 1■1 ' ■ ( P‘PC) 1()‘' , .„. „,'''' \if SG . '' ' " ' A . .A. ..r ,. .„, • ,, A. • „ i . .. „ 44). . % 9 • , , ' , ,,. .7 .' „ : , . .., 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE .,,,‘' ,., 5, , , , . • , 1 t . ,..... '' t ,• ,,,, ,e, ''• ,. ,, •'' , , • ' •' :i''' ' '' ' . ' . 0 CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107 , .. ,.,,,,,,,, ,_,,,,,....-, ,•• ..„,,,,,,- .., . , . .. ( , _.-- , ,. __--- -----•-•__ ,..„,,,,, • , , . -- , . ,, _-- ---- 6. CONTRACTOR SHALL VERIFY AND CONFTRM EXISTING CONDITIONS PRIOR TO ..,,,... ,, . ------ ' '', no Cc . _,,,- c....i. (.;',..i k. i ., k,,, , -- ' ' , .„ ., • . ' COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. . e ,r ,•..r.' . ,,. ,., • " ,,,. .N.,„„, • ' - - - - - - - - ' 1\414. 6-R6 . G '' k I VE 9. -- --- ,i-r w - --_,... „,,..- . , .„„.„.„,,.- .„,,,,,„, ____- vA --------. Fgur. ii , „.,;„ Z , , _,„„..... 0 `--- OF W AL-r ‘ , --.. „•4 ..'''.• -,■ _ . , 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY DO NOT 1 , n ,,...-.--- --- • POLE., „,.... - '..,„..-......., ____---- -- " • Br w• - SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE -rt.v.. _________-- ' * ii 1011.121111111111,41 , ' ' , .• ,„., E..v.c ..,, I „..,„........,.. _ - - . ,, • .,, - • ' SPACE PROVIDED: THEY DO NOT SHOW EVERY DIMENSION, COMPONENT i ,,, 0 M ' ,,, .. , __----- . w " 4 10 1 . 1141, - 'gib 4 El li , ' . ' . ' , • • rl ,„,..--- . • PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. „ - „,.,,.,..,„-- , ..--- ........- ______- - .,sfir \ ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH .---- . , , ____- , • fr ---,,,,,_ , . EXISTING CONDIT!ONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. _____--- la . ' . , , . , ' EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION C.:- . .,•,-,„- It ...----- -. . W.--, , N . la •• , ' . . „.,.----- -- _ . ,.... ,„„------W -113841212e13- ,, ...<0.-- . - - ------.11114 , , „ , „,,,.,.. , t , . , .....0 • SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, V/••;;''A \ . \ . ; __------ ' PROVIDING SUCH 'IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH ----- „..------ .. , , .-..... i' , _ ____-- ____-- , \ , , , , , ' JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY , • ‘. , ' --- „--- , . • _--- , - , , .......--- , , • , ____-- . , • ENGINEER IF THERE ARE ANY DISCREPANCIES. (d i ; , ' , - __--- 1-7-li , . • • L . . -------- , , , - : 1 1 . , ' . I , , CB. -__--- , 1 • / RIM 231.0 /- IE 11 - ------ . : , , , 1 1 ;`: IE 228.50 '.* ; 1 Cip, . . . . I , . ,.....,„..., A..., _____ __ciao i,, BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT 2 ,, ; 1 , ' • . , . 1 I • 1 • , 1 0 , 1 0 ,..t,, i D.S. 229.00 : . • / • , . .::. • i 0 ; I ' i 1 , # ' le 1 ■ , . 1 CO ,:': , . .• - 1 i 1 • L____ . • =4 - 1 . ; ATER SYSTEM NOTES: , . , . ,,. ' - : 4 - • Ir ‘ (...) • • 1 1 k 1 R7 • • i . ) 1 4 • 1 , r i\ -.^4sR -"'''' 1 • • C.' - 1 D.S. 228.65 N C I i..........-..-..,...., ‘q4 1 • '' _ , , , „ < a ' , , • ,_ i I , k Pi . I r ' • 11 q„..........,,.... 4,40,or.w.+000,,,,,.. DEPOSIT 1. AN ESTIMATED 72% OF THE WATER SYSTEM COSTS MUST ac_ ON Lic.POSIT PRIOR TO BEGINNING , ilThr i I i I) CONSTRUCTION ON WATER ibmi■ ' LINES, AND TO RECEIVE A CITY OF TICARD WATER DEPARTMENT (COTWD) 11 WE 227.98 6 i ; i 1. ..1 r it --..! l D.S. 228.40 Z k Pl i _ . , • , 1 2 , z i i STAMPED APPROVAL ON CONSTRUCTION PLANS ,5 u) 'Ll '(7) 1 :../ .... h , .“1,,,,,,,,,, , , , I till 17: : . , d i I' 1 , ! , • 1 • to * r --- " ---- ' ---- 9 3 0 i ! , ,, , 0 Z THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD STAMPED APPROVED PLANS ON THE -4-- '- , , o , CONSTRUCTION SITE AT ALL TIMES. . . t! i (r) , 1 1 , i 1" DOMES WATER 1 I a 1 4" STM0 •,-' t.il if) .' , BACKFLOW PREVENTF.R4 j ri (n . , ., 6 1.6z MIN. i __ii'R i2. ,,=,,i___ fc, ., 1 (1 w A A C T C E E:S ig lB E L T E BOX) I i ER - 1 1 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING ONSTRUCTION, TO SET UP . w•-• . 12 ' ' ' ' A P A PRECONSTRUCTION MEETING. TELEPHONE (503) 639-1554. . , 1 F.F 231.50 „,,,,,r,,,I, ,q,. -, ,4 ; - 1 (BY CITY OF TIGARD) 1 11 . 5 ; i tz , .,, ' ,- . ..„4 ' 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. . 11 ,, , , , / .1 , * , , i \ 1 49 t H ....,,.„.• VI.V.,V94.14 MM. WM. .. ' ' . L . ei ' ; e ' •:' I 4,, , . . , " . , 0, :.,....,,,, , ,___, ,.,,T,.. : gi. D.S. 228.50 Ii , • • „.......,... ....,.. .., .. 5,0.4.SY,A 7 ' :‘ ' ' _ '' % 4 LI 1 . , --LINED. PIPE WILL SE TYrON JOINT 5 A A L L LL PIPE AND AWINDL L Ncsw I L L s BE AND DUCTILE APPROVED IR ON, BY E COTWD. EN T t, , , . N ,, ',1 ss, ti: ,4. i ,„ , ,,, . • i ; ,,,, NV i '''', , >'',..!•:','' '. ! . , • r, , . . . , > , 1 , , ____ _ I x15' RIPRAP --, ' ..-, ___/ ' ' ___ - _ _._ - . I I DUCTILE IRON, CLASS 52. 15 . , - , IE 227.66 10 1 ,. '1 4,...„,....0411 .7 ....) . CZ f L ,,,,■- - - .. ( 1 -..„ 6"W ...-' t i. :› 6"W , 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. *f OUTFALL 13.1 , Lu .../r: , , ; _ _____ _.4.. _.....,:.01.00.0000,80\ ( FH Zi )'` - 1 < a_ „, !.,,".., -„, 1-----10 - STM 0 0.6% CO ---- - _ _____ _____ _ _ , - - 1 ' CZ " 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VAL ( VE' N4 .' pri . 10" STM 0 0.4% (0.1.) 't 10" STm/ 0.4% (D.I.) ,.. h i . . ; , • ! . ' ' ,„,„,,,, ..../ r:// , RIM 229.5 i 1 4 7 : :INSTALL (3) OPERATING NUT EXTENSIONS WILL BE REQUIRED , , , n - '''' !,'•,. 4 - i-sg v : : t., , 16" MJ x1M"„ • . . /"' IE 228 / .4.5 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED IE 227 " S 3 :2: ..; AT EACH TEE, CROSS, AND BEND LOCATION. „ hmromr . .33 *--• ' ,..02 !y 4 ..." ‘\ -( 23 4 4 .0 9(. ; 6,, (/) I • r- 1E 227.82 On i • - /' 10' WIDE PUBLIC v O. : IPT TEE ' , (6 cc) ' 0 41.1. _,„,,,,,,,,,,,,,,,,,,,..„ ,,,,.. a ,.., WATERLINE ! I ' 1 ' ' a , , 1.111■Mi ■ 1 . , F (04.. f : ..,• r / , 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" M..) x 6" ELG. TEE OR 6 MJ x 6" FLG. TEE AS EASEMENT INSTALL 12" MJ x 6" .o _,,,k .. , - ,.. ..,,„ „ , . „. • REQUIRED, 6" FLG. x MJ GATE VALV 6" MJ x Mu HOLDING SPOOL, AND A MODERN MUELLER CENTURION . , r nAl .__.,, „..„, C.B. I" . ,,,,, ... yA 1 4 ,...H Al - .....,. ,i' 0 ' FLG TEE AND 6" FLG. FIRE HYDRANT, A-442, 6" MJ, 5-44 MVO, 3-PORT (2-2F NST HOSE CONNECTION, 1-4X" 1 •••:' , ;: , ' 0 \ 01 1 ;,,./„, 229.55 , .' . ./ ' ,,I. - = , x 6" MJ GATc. VALVE NST PUMPER), 1'4 PENTAGON OPERATION NUT, OPEN LEPT, COLOR: YELLOW , , . , , . 1 t kt a , ..,.. • t.,;:, k. tE 22400 -., „... .:' " 1 lk : - .-7,------- , 4. - ' '. ' '':. -',-- , . . .., . : , .. : , , „ , , ,, . , , . .. . . ,,, w/THRusT BLOCK .. , - 0 ) , .' ., mi 71 • se 0 taztv TRASH ,;.,..:,,,-,,,,,:: , . Air - , , ; ' 11. EACH FIRE HYDRANT SH,ALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1X CUBIC ; A A , as „ 0 , , , ""!.. e" " , ■''' "."' '' tiell;/ 4 , 2 % ''' ' ... 9 .: : g ' a i t w ::;, YARDS OF CRUSHED 1 - 3 ,4 DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF THE DRAIN 5 ' Li. Li C \;,. U. >„," , Ve , Al l 'I_ ____ ___1 ' •. . , , ,.•• -- ,,..,. - ., . ., . 1 ' ,.. ,-,..--.,,, - --:-......., IlSTUS. PLUG , ROCK TO SEPARATE THE ROCK FROM EARTH COVER. . . ., b . 6 77,--- ---77,7-7. ,.. ..:4,,,.;:4„,:;,,, ',:t "..., "t I.FP .:.'..•.:',. .,':'.. ,;., .% V.,: 1 , ,W ".:. Mi :.:.'..'. -.^,.=', '"...*: -^:t. m.'4>e::: .u. :,:..ek w... , ; 1 ' 4 '' 0 , 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL , z • ,c.N•,' , BE ENCASED SSING ' . (B IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES , , b c4. k '1 * 1 . WA METER . • !, 1 1 ; ' OF THE CRO. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90* WITH P' (.11 , , AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. . ' 4 LI, l' ' '0 I . • . . k \4 1 ; TER T „ 1 q• • , , . . . 1 DOMESTIC WATER R 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. , . . , . , \ „ ' . , . • ' V y CITY OF IGARD) . . . • , \ BACKPLOW PREENTER STATIC PRESSURE 100 ps. ,; . .---- i 1 , • 1 , ° : du, F.F 0 80 f lip: .. . , . .*' . . • . ' . . . • ON ACCESSIBLE Soo REMOVE/SALVAGE . . EXISTING WATER • • • '? ' ' . ' .-"- aP ' 14. ALL MAINS SHALL SE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. 1 I • BY TWO . • IL 4 , ' . • METERS. COORDINATE ., . • BACTERIOLOGICAL TESTS WILL BE TAKEN , . . ' , •, . . UTtjRE , WITH TIGARD WATER F a0 . ;' ' • . DEPARTMENT "„ , 15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE t IE 221 52 IE 22Z90 . . f , , .:,, ' . . . . OFFICE LEA I SE SPACE . . ' ' t 1 si • '1 , 11 ' INSTALLED BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE 1 , i %,,' tt . , • ' . . * . i IE 225 S co D.S. . 20 ; ' ' • ' , ' , . . • . . , • 1, . ' PRESSURE REGULATORS FOR 1X" AND 2" METERS ; . ' t.•+; ' :: til .. :. M. ' • . . . . ' / 1 ! tl. . • . , . . .', 1 v- i r IN q. /IE 228.80 • IE,228.80 . IE 228.30 . . . • • .. ' • . . 16. EVERY METER SHALL.. HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE csi.,! n / SS @ 2 0% , 1 , .,,'0, 1 ,, _, hi CO i . . . , 28.83 . , ,' V 2 . . • i . .t. . • C6 INSTALLED AND TESTED BY OWNER. 1 1/2" AND 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK 4 , i 4" . • ,Izsi RIM . .1:' . ' • , . . ,-, ' , VALVE ASSEMBLY BEHIND THE METER. [ . , ti 4 i•,..' v i 4" STM 0 :i 4" STM. 0 . . . . ' • „ , Ni • • . . • : . . I 1 ' ' • ' '' 2.0% MIN. : 2.0% MIN.. • . . , RIM 229.12 . . . , ' .' • , . 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER VVILL ADVISE COTWD . . • . I' - . ,,a,1 : 1 * x i iii , '"' SS _ ,,, , , : I.E. .225.12 (IN) ' OF THE TOTAL COINSTRUCIION COSTS TO WHICH WILL BE ADDED 10% FOR COTWD INSPECTIONS WATER LOSS, . . , „ 6 l-- " -4Z' STM -.i' . " . 6 STUB -,• 0% 1 225.02 (OUT) -- OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING AS-BUILT" , 4 , ..., 2.STUB MIN. . , , I 1 ' il‘ ,,v, ,, ........ ... Il I, M N. • w - • • DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC , . ' A4dllbk • 4:0• 1 1 , ........ , _..._ ' 7(.42Z....04-- /Pv--,1111. °...... .. . IdElgr -1 - . ' ---`'. ' 0 • . . 7 :" - ) . -- • 0 ' • ME111111111•11111, ' . A ..- ' ' . , 1 • :•"' . AK INTO i o'. . , ii....-.44=■'• ' le■NINIMInal■tA 11111111111111111•1111■=01 mir Il k ,G E #65 .1.f.t ' DO EXTG MH DATE SANITARY SEWER • • S ' ,-• ,.• igi , h I r , FORMER „ 1 WATER SYSTEEk.'. COSTS: 12 240.00 A 1 I ', P MANHOLE _ . . S 89 W ■ CLEANOUT IE 220.78 1E 222.60 S S tOiE-EY: SLD/NSS ‘ RIM 228.33 EXTEND 8 SS TO NEW STUB, PLUG II 0 I.E. IN 221.00(4"N,4"NE,4"4 MANHOLE & MARK(4.") . . , . b i , I.E.OUT 220.83(8 S) 5LF± 0 0.40% V,E ENGINEER'S COST ESTIMATE P: CHECKED BY: ., 1 . ,• , „ ' FIELD INLET 03 1 105 LE 6" DI at $20/LF $2100.00 DLW , . . ,, , • en. 7-1 ,\,' n. r. ( IE OUT 226.00(12' C4 \ 0 I , (1) - Fire Hydrant Assemblies at $1800/ea. 1800.00 Le. .,„,,, ,i =,..0,,,, , I 11 REVISION I 41 , 1/4 1 c; TOTAL: $3900.00 , . p i EDMON 0 , kr‘PIN . , ' , ENGINEER'S BID ESTIMATE -.44.4:3 CLOSING , 0 : r -% r- -4-‘, ri 1, , , Contractor's Bid (Estimated) $3198.00 L 14 1 2 DATE- :: 6 _ 7 i TWO (12% Admin., Overhead, Engineering) 468.00 Ni ---lt"--------7 ; . N , Engineering (6%) 234.00 v - ** \._ I . , . TOTAL: $3900.00 , TOTAL COSTS ••---!1 . - . 1 ; .° Pipeline $3900.00 .- 7 I II ii". (2) - 1 Meter at $2,125/ea. $4,250.00 . , . . . MATERIAL LIST TOTAL $8,150.00 , t, I I, , • , NI- f4,---6-t---1, ) . 6" TJ DI Pipe, Class 52 105 LF. " ,• ...„ -i : SITE 1 N Y PLAN r MJ x 2" IPT Tee 3 EA. r----.1 .. .,.. • •, i 1 iiil.., I Fire Hydrant Assembly. 1 EA. , ..3: ,' :'ft U '1 I T (N 771 ii i: , s, -, ., 61 71 ''.,. " t " `T,,t`w'ii 6" FLG x 12" MJ Gate Valve 1 EA. 1:5', 1=20-0 6 12" MJ x 6" FLG Tee 1 EA. M AGKENZIE/SAITO 84 ASSOGIATES,P,C. " ,,- 11 " 4 1994, ALL RIGHTS RESERVED t A 8 R c E ASMI P ,41VS 1) , ERY N OF S [ , • fa VJEN It k E j OPI CR W P ITF E 1 P"O l, .' PRIOR WRITTEN PERMISSION OF M SA THE Ct , ii , 0 , SHEET , , , • ., Q : , . . it . Q , ...'" , ,, 4 °'N -_: • 1 . , Lo" I' 11 ,: , 5 . f N r . , i \ . . . 1 PERMIT SET 12-29-94 "1 OF 4 r; [ t, , . JOB NO. ■ 414. I ■ r' ■ I CO) I I ' eN 294149 • _ BitaqiE --, u _ i24 -,- 4.9* 11 , , • i $4..d s I . . .. ... ., . , .... .... .... ,„ ,,,, .., . . „ ,..., . .., , . ii. L� 1 1 r r EL u L n ol co O N e� m o u X N co V) 0 (-- i i �� Z --- �" +- w O� X .� �,— O O ' , i V O �L E V) 0 i V / O f� Q7 a. C C `V` O ON . . IN . m O� L Pr) L D LO �r f/1 f < > O9 f O �. >, CO O _C QO CI_ 0_ i Cy 1 : �— ' ,a tA oLt_P Rr FD . < , , L _4got), Ea II. ; , S Q C\. c ( , 41. i 7kt/ft - - 0 - - - -- ;61:14 -- .■000 R lifignii. (_:.) , _� ...... �� koa ■r-- a v 1) O. ; �. _ i d s O iu „,:._ ----- .......- -.,,,,:''' N ..,.... ........„ - -..„---,4 a /00 ' „, _ __,f,�, �� SYMBOL NAME SIzE SPAC114Ca /COMMENTS �a ' 4: :: 0_______:: : � -.-^.^-,..,.,--- »~ - .. ,� ; [ TREES , 60. 1 ' \ — I : — — 0 \ 4 1-3-wg -_-_-_f gk I�t _�j ± M - � - �- �� ® ACE RU�RUM 'RED SUNSET' 2' CAL. 5w 3 FULL, N.ADED AT b' 1 - R ED SUNSET MAPLE __ _ c ACER CIRCINAT S -10I FULL, 3 STEM MIN. „, I - VINE MAPLE / _ _j °�•` - _ ' E CARPINUS E�ETULUS 'FAST IGIATA' 2' CAL. 1E3 4E3 FULL, #4EADED AT &' _ - 3 .. :s s - - EUROPEAN HORNBEAM _ = _ =j 1 x _ _ _ " i f - ® ::8L::: 3 - °, - I # o TA 'KW N AN' 2 " CAL. �3 � FULL HEAED AT g � - _ = i �� ._... _, R`'� ' PRUNUS S�RRULA A z 0 – _ _\ '� ®. dr I - KWNZAN C4ERRY t _ _1: 1 ; - , i 4• I '� _ - r r i � . (I 1 0 0 -1------_-:--:-.1-1. � - - = E o t t - - — I F. F. 231.50 1 = _ - , • :,� �... . I p6 6 - --------°- -- // \ I t, r - 1 '''\''' ,„ ......................... O I . : “ :I:7 - _ irip. +r - j y `_ _ _ 4). , ._ - _ - 51- IRI,IBS / C+ROI,INDC ©YE1<S ii Nd , °� E ;* f :C COR US STOLONIFERA 'BAILEYI' 1 GAL- CONT. SPACE AS SHOWN, '' '' v - - REDOSIER D OC°11u00D FULL PL1�T5 , • 3 - T . , .-- • I ® PRUNUS L. 'OTTO LUYKEN 1S -18" SPACE AS Sl- IOUJN, * ♦r FULL PLANTS foo •'` *...1 • " • 0 _ EDGE OF PAVE ENT _ - OTTO LUYKEN LAUREL 'r'f 1 c « , E 3 f .,. �. ++ II T : : s 1 �t : _ ` EEIS T. CIMON PYGMY 2 GAL. CONT. SPACE AS S1 -OWN, • • + - - = i t E �. CRIMSON PYGMY t3AERRY FULL PLANTS RESIDENCES € ` - _ �ti�e - •• 1 "� ii , A _ a = o -� - � _- - - --.... W _ .:. _ �.. - - -- .. 1 0 RHODODENDRON 'i�LUE DIAMOND' 15 -18" SPACE AS SHOWN, t :v � e j p i c : 1 + I / ; '~� - R1- IODODENDRON .,...... °� FULL PLANTS � T ' • • O i '••••••••• CORNUS STOLONIFERA iKF'i SEYI 1 GAL. CONT. 2 O.C. ♦ 5 ° ` • •••••••••' DWARF REDOSI DOG;lU FULL PL ANTS � "M �� SIDEWALK PARKING 1 I '0 x g nor' d I ; � • , ,`± (14 SPACES) { .,� d� + ° ARCTOSTAPHYLLOS UVA -URSI 1 CO CONT. 3' OZ., FU LL PLANTS tt" ' a ' VETERINARIAN O � _ - <INN I CKINN I CK DATE: y' -'- - + . -:'. • • F. F. 230.80 OFFICE LEASE SPACE 1 I 1 " 6/10/94 ++` #.+^ O I MAl -ION AQUIFOLIU COMPACTA 1 GAL. CONT. 2 0.0., FULL PLANTS DRAWN BY: •. +• + +.. O �' �'� - COMPACT ORECI ON CRAPE M 0 CHECKED BY: :� - VIBURNUM P.T. MART SIB CAL. CONT. SPACE AS SHOWN, MF ' ��' +• ... :� - DOUE3LEFILE VIE3URNUM ' FULL PLANTS E , -=�mm R VI 10 0 "` ♦ :�'♦ .� - ♦� . �� SAL IX PURPUREA 'NANA' 15 -18" SPACE AS SHOWN f Z6 0� EDITION m tea= . • - ♦ ; . ♦ + ♦ ' + ' +'''- + +'. +.•..•' +''' + ♦ ' + +' +'.'.'♦ • .. \, - - • - DWARF PURPLOSIER WILLOW FULL PLANTS a DATE: • � .. ; • ' ' • + +. . • • • �-1• • r , + +'•' A�' ! .+, ♦ .Yw • + ' �b. ' A y 4♦ ' ' + + + ' + • + + r ♦ + +• +'+'+ -j• y / ' j i ' 0. 0040. • C *C' .0 C) �:Q ,10Qt 000 00 00000'01 l` O. 0.000_0.0n- OOOO OO.O SEEDED FIELDC RASS SEE SPECIFICATIONS 3 -1 -9 ) l • ~ `'�W' / _ • • • • • •' SEEDED 5IO -SWALE SEE SPECIFICATIONS • 2 1'4 7 , 4-D\ . ch Y EXIST. TREES TO REMAIN - TYP. 4II ' . . DAYCARE FACILITY -- - .,�,._-.,..____- N- V A a t 01 MACKENZIE /SAITO & ASSOCIATES,P.C. N 1994. ALL RIGHTS RESERVED .- 1 THESE DRAWINGS ARE THE OP KENZIE SAITO & ASSOC IPRATES, PC ERTY M OF S A AND AR NOT TO BE US OR REPRO D CED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF M SA Q-. Q SHEET Y. k d rke Fa ha and A8soc ates 3 . � � ; -� Landscape Architects Q P N� N r'' ` kt'• 800 NW 6th Ave. U .. <. 1.._20' -0„ Suite 327 — j Portland, OR 97209 o Phone: (503) 222 -5612 Fox: (503) 248 -9251 r-H OF U JOB N O. o, ti 2- M BID SET 12 -14 -9 r . „ . . . , ..... , 1 . . .. n . 1. 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