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Plans (32) • Eagle Hardware • : - - , - view ' PC #: 11-43c .BUP#: 98 -0048 Page #2 B. Copies of all special inspection reports shall be filed with this office continually during construction [OSSC, Section 3305]. C. A final signed report must be on file before an occupancy certificate will be issued [OSSC, Section 3318]. In addition to Building Department plan review comments, you will find a copy of comments from one or all of the following departments: Engineering, Water, and Planning, referencing deficiencies in that departments requirements for your site. If you have questions regarding their comments, please call or respond to them personally. All corrections, including those from the building department shall be incorporated in your revised plans. A site permit will not be issued until all corrections have been made and approved by the respective department, therefor it is paramount that you reply expeditiously. Contact Stewart Davis, Senior Engineer, Tualatin Valley Water District, P.O. Box 745, Beaverton, OR, 97075, 503 -848 -3025. 7. The storm drainage plan shall adequately address the number of catch basins required to handle the parking lot and hard surface runoff. The Uniform Plumbing Specialty Code [UPSC, Section 1108] allows a maximum 6" outlet on each catch basin, and Table 11 -2 limits the maximum surface area one catch basin can serve to 7,133 squ feet at 1% slope of the horizontal line from the catch basin. Additional catch basins are required to adeq serve the area. A. Sizing of all storm drain piping is determined by OPSC, Table 11 -2. If an engineered system is to be used in lieu of a table 11 -2, two sets of plans stamped by an engineer licensed in Oregon and the hydrodynamic calculations must be submitted for review and approval. iv 1 A & The 62 I.f. of 10" s.d. pipe at the NE parking lot is undersized. / S v� ,, 2. The 200, 54 and 209 I.f. of 12" s.d. pipe along the SW and South building I Q n /l A perimeter are undersized. ✓3. The volume of drainage area exceeds the capacity of the 205 if. of 15" y r 1 s.d. pipe south lateral. V 4. The volume of drainage area exceeds the capacity of the catch basin in the south parking lot. Provide additional catch basins as determined by S `'~ the Oregon Plumbing Specialty Code, Section 1108 and Table 11 -2. ✓ 5. The 57 I.f. of 15" s.d. pipe continuing to M.H. "A" is undersized. — 2, w A V B. Provide the engineering calculations for s.d. M.H. "A" and piping to the outfall..... 1 i, " ,- 1/C- How does the pert pipe behind retaining structures connect to the S.D system and has that piping been sized for its volume? • . Cleanouts are required on all drainage piping every 100 linear feet and at each aggregate change of direction exceeding 135 degrees [OPSC, Section 707.4 and 707.5]. Show /, location of clean outs on the plans. r.. Submit revised plans with details and specifications for the Lynch -type catch basin. The design shall be in accordance with OPSC, Section 1108 requirements. Catch basins shall be trapped by using the inverted one - quarter bend or welded baffle. Provide catch basins ) • Eagle Hardware Site Plan Review • • PC#: 11-43c BUP#: 98-0048 Page #3 constructed to OPSC, Section 1108 specifications. Flow through catch basins are not permitted. '40 The installation of piping from the city vault, and the backflow device shall be installed by .a licensed plumber. Installation, inspection and test shall be in accordance with NFPA 13. t.1 / No building shall be constructed, altered, enlarged, moved or repaired in a manner that by • reason of size, type of construction, number of stories, occupancy or any combination � --- thereof, creates a need for a fire flow in excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flow at the site of the structure [UFC, Section 903.3]. i L fil ��� Provide Fire Flow Testing pursuant to NFPA 291 using the enclosed "Hydrant d'' Flow Test Report Form." Hydrant flow test reports shall be submitted to the City _. f7 Building Department prior to commencing construction of the building. Complete the enclosed "Fire Flow Work Sheet' and retum to the City of Tigard, attention Plans Examiner. Note: These documents shall be on file before a building permit will be issued. I ACCESSIBILITY" I u Curb ramps. Curb ramps shall have detectable wamings which shall extend the full V t P width and depth of the curb ramp, including the flairs, complying with Section 1109.16 V c 4,.O r (OSSC, Section 1103.2.3.1). Details of the curb ramp design shall be incorporated in V°' ' revised plans. / V Slope. The running slope of the accessible sidewalk route shall not exceed 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). Handrails are not required on walks with a slope of 1 unit vertical in 20 units horizontal (5% lope), or Tess (OSSC, Section 1103.2.4.3). Slope of the sidewalk segments between the 5.5 ft. landings of the 5.5 sidewalk and the sidewalk route from 72nd Avenue to the East Plaza area exceeds 1 in 20. to/ Provide handrails in accordance with OSSC, Section 1109.7.6. Provide a detail of the accessible route from the East Plaza monument to the floor level of the store. Provide landings and handrail in accordance with OSSC, Section 1109.7. Accessible parking stalls for the disabled shall have signs and pavement markings of the 3. e intemational symbol of accessibility clearly visible and designated to standards adopted by the Oregon Department of Transportation [OSSC, Se ' . n 1104.1 and ORS 447.233]. Correct elevation of accessible parking sign from 48" 40) detail sheet 8/9. Development requirements for Building A will include an accessible route to the public way. Why are you not showing the proposed accessible route connecting to SW Beveland? Provide an accessible route connecting all exterior doors, designated as exit doors, along 5. g the north and west building perimeter to the public way (OSSC, Section 1106.2.4). • • Eagle Hardware Site Plan Review • PC#: 11-43c BUP#: 98-0048 Page #4 . I FIRE ND LIFE SAFETY I Provide the location of the Fire Department Connection (FDC) and a detail of design. Provide 4 ports on the six inch riser/lateral. A. FIRE HYDRANT /FIRE DEPARTMENT CONNECTION: A fire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire hydrants and FDC's shall be located on the same side of the fire apparatus access roadway. (UFC Sec. 903.4.2.5) FDC locations shll be approved by the building official. (1998 Oregon Structural Specialty Code, Sec. 904.1.1) B. FIRE DEPARTMENT CONNECTIONS ON BUILDINGS: Fire department connections shall not be located on the building that is being protected. (UFC Sec 903.4.2.5) ISTRUCTURAL I 0 Provide the engineering calculations for the keystone wall. Design details specified by the Geo- technical engineer shall be incorporated on Sheet c5/9 or an additional sheet. Rockery retaining walls shall be designed by an engineer licensed in the state of Oregon. 0 2. The design's engineering shall address intemal forces as well as shear and overturning. Design details specified by the Geo-technical engineer shall be incorporated on sheet c5/9 or an additional sheet , EXCEPTION: Rock walls constructed to the design specification of the Associated Rockery Contractors standards. Publication dated 12/2/92. Provide the engineering calculations for CMU and concrete walls exceeding 4 feet in height. V Provide the engineering calculations for the triangle monument. r Every page of each set of plans containing drawings and specifications required to be prepared by a State of Oregon licensed engineer must be stamped and signed with the expiration date of that engineer's license written below his or her signature [OAR 820 -10- 620 and ORS 672 -020(2)]. A. One set of revised plans, specifications and engineering shall have a fresh stamp and signature. i. Provide plans and specifications stamped appropriately/ I/. Deferred submittals are defined as those portions of the design not submitted at the time of the application [OSSC, Section 106.3.4.2]. A. The architect or engineer of record shall list the deferred submittals on the plans. B. Each deferred submittal shall be first submitted to the architect or engineer for their review and then forward them to the plans examiner with a notation that each of the deferred submittals has been reviewed and that they have been found to be in conformance with the design of the building [OSSC, Section 106.3.4.2]. Eagle Hardware Site Plan Review • PC#: 11-43c BUP#: 98 -0048 Page #5 NOTE! The deferred submittal item[s] shall not be installed until the design and submittal documents have been approved by the City Building Department's Plans Examiner. Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639 -4171 if you have any questions. Sincerely, Jim Funk PLANS EXAMINER oC„� DOC SITE PLAN REVIEW 40 COMMENTS CITY OF TIGARD Community (Development Shaping Better Community Date: la-3-9$ Staff Person Commenting: v � tdak-- Department f Iq n p Phone Number /Extension: 63 '- y/ $ y o7 Project Name: 6 j/ W roit-Ave lk GQ Site Permit Noy SD4 98 -v oO ' /PD 2 9 3 - .szq 9s- o/L Land Use Case File No[sle THE PROPOSED PLANS SUBMITTED FOR A SITE PERMIT HAVE BEEN REVIEWED BY OUR DEPARTMENT AND WE HAVE THE FOLLOWING COMMENTS: ❑ Plans are approved. All land use conditions related to this department have been satisfactorily met. Plans are generally consistent with the land use approval, but there are still land use • conditions that must be met prior to release of the site and /or building permit, or prior to a final building inspection. Specifically, All or fvrf - ;ols or earien . Ca1dIions (I- /7) ev ale S b / 01 dig P /e4se. aged p /v,,s JS#iow eqe.4 Cfinel ,n ls4'teA L*4 4 sud.,2, ' acv, s d f /41 s . rks e....w rsv - e Mole r � ravi g w of 60404 itt o lom 144 ❑ Plans are NOT consistent with the land use approval and must be revised. Specifically, • ❑ Revised plans are approved. NOTE: IF THE PERMIT APPLICANT HAS ANY QUESTIONS WITH REGARD TO THE COMMENTS ABOVE, THEY MUST CONTACT THE STAFF PERSON SPECIFIED AT THE TOP OF THE PAGE. i:\brianr\masters\siteplan.frm