Loading...
10-103617y a Sign City of Federal Way � � Community Development Services = + erRit #; 10 -'103617 -00 -SG P.O. Box 9718 Federal Way, WA 98063-9718 h: (253) 835-2607 Fax: (253) 835-2609Inspection Request Line: (253) 835-3050 Project Name: ORIENTAL GARDEN CENTER a 33 Project Address: 30650 PACIFIC HWY S Parcel Number: 092104 9120 Project Description: Relocate monument sign to meet new street right-of-way setbacks. Includes electrical connection to existing power source. caner Atmlicant Contractor ORIENTAL GARDEN CENTER INC CULBERTSON SIGN SERVICE CULBERTSON SIGN SERVICE 30650 PACIFIC HWY S 5209 122ND ST E CULBESS984MU (8/30/12) FEDERAL WAY, WA 98003-4824 TACOMA WA 98446 5209 122ND ST E Yes 2 TACOMA WA 98446 Free Standing Signl"nformation Reg. # Sign Type Illuminated # Sign Faces Setback (Ft.) Sign Face Width (Ft.) Sign Face Height (Ft.) Sign Height (Ft.) Base Height (Ft.) Landscape Area (Sq Ft.) 10-0147 Monument Yes 2 3.00 7.83 5.10 12.00 6.56 128.00 Additional Permit Information Comprehensive Plan Designation..........................Community Zoning Designation ................................................ BC Business CONDITIONS: See notes on plans. PERMIT EXPIRES Saturday, May 28, 2011 Permit Issued on Monday, November 29, 2010 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and theCity ederal Way. Owner or agent:- `�� Date: 1� CITY OF Federal Way PERMIT 9: 10 -103617 -00 -SG THIS CARD IS TO REMAIN ON-SITE , Construction Inction Record Q l INSPECTION RE UE TS: (/) 253 835-3050 r Address: 30650 PACIFIC HWY S Project: ORIENTAL GARDEN CENTER INC FEDERAL WAY, WA 98003-4824 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. ❑ Footings/Setback (4110) Final - Electrical (4055) E] Final - Sign (4085) Approved to place concrete Approved Approved By��' " Date/_ lam;_ By 1 Date , _ �' —1 By Date,�_, —C c G Attachment (4010) Approved By Date Rough Electrical Approved Final Electrical Approved Right of Way Approved By Date By Date By Date :�-F -lv clrY OF G N P A, Federal Wa 3 ���� ERMIT � aur �A P�I CATI O N �. ER /....ERTY •/ SITE ADDRESS /,, is �. ,5',- /—rte: ASSESSOR'S TAX/PARCEL # Q q_ Z -,1-- 4 41 - !�L_ _L 2— Y_JLt'. SUITE/UNIT # ZONING DESIGNATION TYPE OF PROJECT (Check all that apply): ❑ PERMANENT ❑ TEMPORARY ❑ NEW ❑ ALTERATION ❑ REFACE ❑ EXEMPT ELECTRICAL (To attach to existing J -box - include on this permit) ❑ ELECTRICAL (New/altered circuit & J -box added - separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: ` TOTAL ESTIMATED PROJECT COST: $ �C'/E DETAILED P/R1OJECT,�ESCRIPTION: T�- e BUSINESS NAME ON SIGN: PEOPLE•' • SIGN OWNER: CONTRACTOR: Copymqui-d b wuh .-h .pptl..U. APPLICANT PROJECT CONTACT NAME: PRIMARY PHONE PRIMARY PHONE OFFICE PHONE �.3J MAILING ADDRESS (STRE ADDRESS; CITY, STATE, ZIP): ' FAX NUMBER ` � �¢ CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: CITY OF FEDERAL WAY BUSINESS LICENSNU BER: / E-MAIL ADDRESS COMPANY NAME APPL NT NAME PRIMARY PHONE OFFICE PHONE �.3J MAILING ADDRESS (STREEIT ADDRESS; CITY, STATE, ZIP): CELL PHONE CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER E-MAIL ADDRESS ❑ Contractor ❑ Tenant ❑ Other CONTRACTORS REGISTRATION NUMBER: EXPIRATION DATE: E-MAIL ADDRESS c "l -OZ -75-5 __nIlia ZG /GJ COMPANY NAME - APPLICANT NAME PRIMARY PHONE MAILING AD ESS CITY, STATE, ZIP FAX NUMBER RELATIONSHIP TO PROJECT E-MAIL ADDRESS ❑ Contractor ❑ Tenant ❑ Other PRIMARY PHONE E-MAIL ADDRESS: Alter I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of the above premises to perform the work for which the permit application is made SIGNATURE DATE: COMMUNITY DEVELOPMENT SERVICES - 33325 8TM AVENUE SOUTH - PO BOX 9718 - FEDERAL WAY, WA 98063-9718 - 253-835-2607 - FAX: 253-835-2609 TYPE/PURPOSE OF EVENT: DATE OF INSTALLATION: DATE OF REMOVAL: DESCRIPTION OF PROPOSED SIGNAGE: TOTAL CALENDAR DAYS: TYPE OF PERMANENT FREE STANDING: yMONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER (Describe) Y3 - S7. !7 l-t-� I /. /7` "� ZONING DESIGNATION: PROFILE: ❑ HIGH 0 MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUN'i"ED SIGNS FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: �z AREA PROPOSED: 1/d 3 R LARGEST BUILDING FACADE; STREET FRONTAGE: NUMBER OF SIGNS ALLOW: NUMBER OF SIGNS ALLOWED:._ LAND USE APPROVAL BY: DATE: J, jo STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: 70-oNT REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: i SIGIOERMIT APPLICATION CHESW ■ MINIMUM SUBMITTAL REQUIREMENTS APPLICATIONS WILL NOT BEACCEPTED AT THE COUNTER UNLESSALL REQUIRED INFORMATION IS PROVIDED U COMPLETED PERMIT APPLICATION ❑ APPLICATION FEES ❑ TWO (2) COMPLETE SETS OF PLANS (ASSEMBLED AND STAPLED INTO SETS) ❑ MINIMUM PLAN SIZE- 11"x 17" ❑ PLANS DRAWN TO SCALE AND SCALE PROVIDED ❑ SITE PLAN: ❑,fS le (1" = 20') ❑ Location of ALL proposed signs, including refaces ..North arrow k�- t ❑ Each sign alpha labeled consistent with application Property lines and building footprint ❑ Location of all existing signs to remain ❑ oc tan��suite ulti-t ni_ &Location of all existing signs to be removed ❑,0LEVATION DRAWINGS ❑ Scale ('/s" = 1') ❑ Location and size of all signage including: ❑ Existing signs to be removed ❑ Existing signs to remain on each facade ❑ Proposed signs ❑ Dimensions of each building face or suite facade ❑ Calculated total building face area ❑ Calculated total sign face area OR Calculated total area of individual signage components (letters, numbers, logos, etc.) ❑ Each proposed sign alpha labeled consistent with application Minimum scale 1" = 20' ,,,,�-Footprint and dimensions of sign Setbacks from property line(s) t ( ❑ Show point of measurement for location of property line(s) using fog -line, sidewalk, and/or edge of pavement yr OUr —Shoffcation of driveway and street Footprint and dimensions of landscape area Type & location of landscape vegetation ❑ Calculated landscape area (minus footprint of sign) 10 -Z rt-- ❑ DETAILS j:i Foundation/footing information ❑ Wind load calculations (for signs 6'& over) ❑ DETAILS ❑ Scale ❑ Sign materials, color and illumination type ❑ Actual weight of sign or individual letters ❑ Cross-section showing scaled width of sign: if canopy or awning, show entire building including awning/canopy and color scheme ❑ Method of attachment, size/type of connector AND ❑ Site-specific installation details (what sign is attached to in field), placement and construction ❑ Each proposed sign alpha labeled consistent with application ELEVATION DRAWINGS Scale Sign materials, color & illumination type Sign face/panel/base dimensions ❑ Calculated total sign/panel area ❑ Base materials & how harmonious w/building cr Foundation type ❑ Alpha labeling consistent with application ❑ CROSS-SECTION % Y)m [r' � Scale 4:1 _ Edge -of -landscaping area 1�► ,-,a--Existing & finished grades surrounding sign ��,, Q Notal sign height from average grade VI u'`� I COMMUNITY DEVELOPMENT SERVICES - 33325 8T" AVENUE SOUTH - PO BOX 9718 - FEDERAL WAY, WA 98063-9718 - 253-835-2607 - FAX: 253-835-2609 0 os - Robin Baker From: CulbertsonSignService[culbertsonsignservice@comcast.net] - Sent: Wednesday, October 27, 2010 7:52 AM To: Robin Baker Subject: Re: Sign Permit for Oriental Garden Center Hi Robin, Thanks for checking in on this permit. You might want to check with Brian Roberts there in your building about this. He catn a little info. I spoke with him last Friday Oct. 22. He said he had passed the dollar figures for th nhich is required by the building dept.) On to the finance dept. and that he would have an answer by Tuesday at the latest. I haven't heard anything yet. I can tell you my customer is getting a little iratent about no having a sign. Thanks I Michael Tckx� Culbertson Sign Service Phone: 800 -925 -6011C3 -- Fax: 253-538-0778-- ----- Original Message ----- From: Robin Baker To: 'culbertsons gnservice ccrncast.r at' Sent: Tuesday, October 26, 2010 3:21 PM Subject: Sign Permit for Oriental Garden Center Good afternoon, 4 jI; "� 1� Vr' I am just following up on this permit application with an intake date of August 23, 2010. 1 would like to know if this is still in the development stage and the changes are forthcoming or not. There is a possibility that this project may be assigned to another development specialist due to upcoming layoffs in November. Please let me know if it is still in the works. Thank you, Robin Baker Development Specialist City of Federal Way 253.835.2626 or, 253.835.2607 Permit Counter robin.baI<er@cityoffederalway.com 1 Oriental Garden Center Sign ion (Right -of -Way Acquisition) (d) Sign area. For any multi -tenant complex, sign area allowed for a medium profile sign shall be calculated at the rate of two square feet per lineal foot of frontage on a public right-of-way not to exceed a maximum sign area of 128 square feet for the total of all sign faces on each permitted sign with no one sign face exceeding 64 square feet. For other uses, sign area allowed for a medium profile sign shall be calculated at the rate of one square foot per lineal foot of frontage on a public right-of-way not to exceed a maximum sign area of 80 square feet for the total of all sign faces on each permitted sign with no one sign face exceeding 40 square feet. Notwithstanding the foregoing sign area calculations, every applicant is entitled to a minimum sign area of 50 square feet for the total of all sign faces with no one sign face exceeding 25 square feet. E (ii) The sign substantially complies with the requirements of the sign ,code for the land use district in which it is located. For purposes of this ` !subsection, "substantial compliance" means that the height of the sign is within 10 percent of the sign height required by Chapter 19.140 FWRC and that theA, sign area of the sign is within 20 percent of the sign area required by Chapter IVB 19.140 FWRC. Minor deviations from these percentages may be approved by the Jf g administrator if he or she concludes that the resulting sign is harmonious with the character of the primary structures on the subject property and with the signs and `structures on surrounding properties; (iii) The enforcement of this Code would result in a substantial `hardship to the applicant due to the size, shape, topography, location or surroundings of the subject property and such hardship was not created by any faction of the applicant;__ (9) Government acquisition of property for right -of- (a) A sign that becomes nonconforming with respect to its setback from ithe edge of a public right-of-way as a result of a local, state, or federal ,government acquisition of property for right-of-way expansion shall be characterized as a legal nonconforming sign and shall be allowed subject to the requirements of subsection (9)(c) of this section. (b) The city may, using process I, allow the placement of a new sign or 'relocation of an existing sign within a required setback if it meets all of the following criteria: (i) The enforcement of this Code would result in substantial hardship to the applicant because no feasible location exists to place a sign on the subject property other than in a required setback, and such hardship was created solely by local, state, or federal government acquisition of property for right-of-way expansion and not by any action of the applicant; Lig. �W�� l 9 (e o 30� o P,4�r_ +Lc� _S Qaac�r�� 1E1MgR&&1nng0 h@0 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS & DETAILS D 0C rn C.- 7C rn r7 n v OF 03:C n O C Z o CD D 0 r rn Z n D � n 70 7 _ O Zn ORIENTAL GARDEN CENTER SIGN FOUNDATION rn cp Z `- 30650 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA 98003 70 FOR 0 CULBERTSON SIGNS INC. 5209 122 ND STREET E., o Tacoma, WA 98446 '� z tr ,s E T� 11103 S �"RAL ti ONAL E� REI Job No. 10075 4 - AUGUST, 2010 RECEIVED i b i s vvest vauey Hignway ivortni5uite 1 U1 Post Office Box 836/Auburn, WA 98071 AUG 2 3 2��0 253-833-7776 Fax 253-939-2168 CITY OF FEDERAL WAY CDS 9 • nuprR 0[2@. CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 Brief: A new sign pole and sign foundation will be designed in accordance with the design codes of IBC 2009 and ASCE7-05/ASCE 7-10. The sign is located at 30650 Pacific Highway South, Federal Way, WA 98003. Design loads: The sign dimensions are: Width = 2'-0" Length = 9'-6" Depth = 12'-0" Overall Weight = 600.0 lbs Assumed Wind (Per ASCE - 05) Wind Speed, V = 85.0 mph Gust effect factor, G = 0.85 Wind directionality factor, Kd = JOB 1ov1 Wind Exposure B Importance factor, 1 = 1.0 Velocity pressure, qz = 0.00256 Kz KZ, Kd V2 Velocity pressure coeff, KZ = SHEET NO. 1 OF 1.00 Assumed - Seismic (Per IBC 2006) CALCULATED BY �G``"- DATE.- ATE SDS = SMS * 2/3 = CHECKED CHECKED BY DATE D IE = 1.000 SCALE Per ASCE section 13.3.1 Brief: A new sign pole and sign foundation will be designed in accordance with the design codes of IBC 2009 and ASCE7-05/ASCE 7-10. The sign is located at 30650 Pacific Highway South, Federal Way, WA 98003. Design loads: The sign dimensions are: Width = 2'-0" Length = 9'-6" Depth = 12'-0" Overall Weight = 600.0 lbs Assumed Wind (Per ASCE - 05) Wind Speed, V = 85.0 mph Gust effect factor, G = 0.85 Wind directionality factor, Kd = 0.85 Wind Exposure B Importance factor, 1 = 1.0 Velocity pressure, qz = 0.00256 Kz KZ, Kd V2 Velocity pressure coeff, KZ = 0.70 Topographic factor, KZt = 1.00 Assumed - Seismic (Per IBC 2006) Seismic Zone D SDS = SMS * 2/3 = 0.830 Seismic Design Category = D IE = 1.000 Per ASCE section 13.3.1 FP = 0.4 * aP * SDs * IP (1+2 z/h) * WP /RP = 0.9960 WP a P = 2.5 RP = 2.5 FP = 1.6 * SDS * IP * WP = 1.3280 WP z/h = 1.0 WP S g� = 0.6 Kips FP= 0.3*So, *IP*WP= 0.2490 WP D PRODUCT 207 •'00 RUPERT ENGINEERING, INC. Job No. 10075 1519 West Valley Highway North, Auburn, WA 98001 8/19/2010 PROJECT NAME: ORIENTAL GARDEN CENTER 30650 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA 98003 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2009 International Building Code and ASCE 7-05 & 7-10 immaterial and conneec b s to column by others. �SMIC CHECK ASCE 7-10 Section 26.9.3 0.946 DESIGN 0.893 DESIGN CRITERIA: ASCE 7-10 Figure 29.4 0.809 ASCE 7-10 Figure 29.4 Basic Wind Speed: V = 85 MPH ASCE 7-10 FIGURE 26.5 Exposure Category: ASCE 7-10 Figure 29.4 B ASCE 7-10 Section 26.7.3 Wind Importance Factor: Iw= 0.87 Total Height of Sign: 12 FT Nominal Height of Atmospheric Boundary layer: z9 = 1200 FT ASCE 7-10 TABLE 26.9-1 Power Law Exponent: a = 7 ASCE 7-10 TABLE 26.9-1 Exposure Constant: zm;,, = 30 FT ASCE 7-10 TABLE 26.9-1 Turbulence Factor: c = 0.3 ASCE 7-10 TABLE 26.9-1 Integral Length Scale Factor: 2 = 320 FT ASCE 7-10 TABLE 26.9-1 Integral Length Scale Exponent: EdVe = 0.33 ASCE 7-10 TABLE 26.9-1 Mean Hourly Wind Exponent: aave = 0.25 ASCE 7-10 TABLE 26.9-1 Mean Hourly Wind Factor: bave - 0.45 ASCE 7-10 TABLE 26.9-1 Period Coefficient: Ct = 0.02 ASCE 7-10 Table 12.8-2 Period Coefficient: x = 0.75 ASCE 7-10 Table 12.8-2 Approximate Fundamental Period: Ta = 0.13 SEC ASCE 7-10 Eqn. 12.8-7 DESIGN LOADS Top Sign: Height: 11.75 FT Width: 9.50 FT Point of Wind Load Application: 6.13 FT Sign Area: Af_t.p = 111.6 FT z Velocity Pressure. qh = 0.00256KhKrtKdV'lw Exposure Coefficient: Kh = Kzt = Kd = qh = G = 0.925(1+1.7gaI,Q)/(1+1.7gvI ) I� = 9a = 9v = Gust Factor: Intensity of Turbulence: Equivalent height of structure: Background Response: Rigid Gust Factor: Clearance Ratio: Aspect Ratio: Net Force Coefficient: Design Seismic Force: Overturning Moment: nave = Q= Lz ave = G= Height,;9„/Heighttotal = Widths;9„/Heights;9„ _ Cf = Fp = 0.4`ap`So,lp (1+2 z/h) ' WdRp = 0.57 ASCE 7-10 TABLE 27.3-1, NOTE 2 1.00 ASCE 7-10 SECTION 26.8.2 & FIGURE 28.6-2 0.85 ASCE 7-10 TABLE 26.6 7.9 LB/FTz 0.305 3.40 ASCE 7-10 Section 26.9.3 3.40 ASCE 7-10 Section 26.9.3 30.0 ASCE 7-10 Section 26.9.3 0.946 310.0 0.893 0.979 ASCE 7-10 Figure 29.4 0.809 ASCE 7-10 Figure 29.4 1.51 ASCE 7-10 Figure 29.4 600.0 LB S� 3675 LB -FT ASCE 7-10 Figure 29.4 Bottom Sign: Height: 1 FT Width: 0.00 FT Point of Wind Load Application: 0 FT Height of Top of Sign Above Grade: 1 FT r5A RUPERT ENGINEERING, INC. • 1519 West Valley Highway North, Auburn, WA 98001 Velocity Pressure: Exposure Coefficient: Gust Factor: Intensity of Turbulence: Af-bottom = q, = 0.00256KhK,&V21N, Kh = Ke = Kd = qh = G = 0.925(1+1.7gQIzQ)/(1+1.7g„IJ I= = 9Q = 9v = structure: Zave = Background Response: Q = 1 Lz ave = Rigid Gust Factor: G = Clearance Ratio: Heigh%i,n Heighttotal= Aspect Ratio: Width,i,dHeigh%i,,= Net Force Coefficient: Cf = Design Wind Force: F = ghGCfAf = Overturning Moment: Columns: Number of Columns Column Type (TS or Pipe): Section Size: Column/Cladding Width: Horizontal Projection: Centroid of Column: Height of Column Above Grade: Total of Column Areas: I: Modulus of Elasticity: Stiffness: Velocity Pressure: qh Exposure Coefficient Gust Factor: Intensity of Turbulence: 1= E_ k= = 0.00256KhKnKdV21,,, Kh Kzt = Kd qh = 0.925(1+1.7gQIzQ)/(1+1.79v1z) 9Q = 9v = structure: Zave = Background Response: Q = 1 Lz ave = Rigid Gust Factor: G = Clearance Ratio: Heigh%i,n Heighttetal= Aspect Ratio: Width519„/Height...= Net Force Coefficient: Cf = Design Wind Force: F = ghGCfAf = Overturning Moment: TOTAL OVERTURNING MOMENT: TOTAL WIND FORCE: HEIGHT OF RESULTANT FORCE: n 0 FT` 0.575 ASCE 7-10 TABLE 27.3-1, NOTE 2 1 ASCE 7-10 SECTION 26.8.2 & FIGURE 28.6-2 0.85 ASCE 7-10 TABLE 26.6 7.9 LB/FT` 0.305 3.40 ASCE 7-10 Section 26.9.3 3.40 ASCE 7-10 Section 26.9.3 30 ASCE 7-10 Section 26.9.3 0.995 310.0 0.922 ASCE 7-10 TABLE 27.3-1, NOTE 2 1.000 ASCE 7-10 Figure 29.4 0.000 ASCE 7-10 Figure 29.4 1.80 ASCE 7-10 Figure 29.4 0_0 LB 0 LB -FT ASCE 7-10 Figure 29.4 1 Pipe 6" 6.0 IN 6.0 IN 0.125 FT 0.25 FT 0.1 FT 26.5 IN 29000 KSI 1334.20 K'IN2/FT3 0.575 ASCE 7-10 TABLE 27.3-1, NOTE 2 1 ASCE 7-10 FIGURE 28.6-2 0.85 ASCE 7-10 TABLE 28.6-2 7.9 LB/FT` 0.305 3.40 ASCE 7-10 Section 29.4 3.40 ASCE 7-10 Section 29.4 30 ASCE 7-10 Section 29.4 0.961 310.0 0.902 1.000 ASCE 7-10 Figure 29.4 2.000 ASCE 7-10 Figure 29.4 1.40 ASCE 7-10 Figure 29.4 1_2 LB 0 LB -FT ASCE 7-10 Figure 29.4 3675 LB -FT 601 LB 6.11 FT Job No. 10075 8/19/2010 3 • RUPERT ENGINEERING, INC. ` 1519 West Valley Highway North, Auburn, WA 98001 STEEL COLUMN DESIGN: AISC Section: ASTM A 53 Grade B FY = Second Moment of Area I = S= Fb = 0.66*Fy*4/3 = Fb = M(base) fb = Deflection at Top 6 = Allowable Deflection per ASCE Table 12.12-1 5 = 0.025 hsx = Torsion Design: Applied Torque = T = Outside Diameter = rouade = Torsion Constant = J = Maximum Shear Stress = tmax = FOUNDATION DESIGN: Lateral Bearing Pressure: Allowable Increase: CONSTRAINED: Combined Footing? Shape of Footing: Length: Width: b= Allowable Lateral Pressure: S, _ S3 = A = 2.34*F/(Sl*b) = A = Footing: d = AtJob No. 10075 8/19/2010 35 KSI 26.5 IN 7.99 IN' 30.80 KSI 3675 LB -FT, each column 5.52 KSI < 30.80 KSI OK 0.10 IN 3.60 > Cd * deflection/I 0.31 IN OK ASCE 7-05, Figure 6-20, Note 3, Case B 1053 LB -FT 6.63 IN 52.9 IN 1.58 KSI < 30.80 KSI OK 100 PSF/FT IBC TABLE 1806.2 2.0 x IBC 1806.3.4 d2 = 4.251M9/(S3b)j No Square 6.00 FT 4.00 FT 7.21 FT 203.5 PSF 610.4 PSF 0.96 —7 3.05 FT S"�LE� ( �`L RUPERT ENGINEERING, INC. • 1519 West Valley Highway North, Auburn, WA 98001 PROJECT NAME: ORIENTAL GARDEN CENTER 30650 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA 98003 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2009 International Building Code and ASCE 7-05 & 7-10. All sign material and connections to column by others. DESIGN CRITERIA Basic Wind Speed: V = 85 MPH Exposure Category: B Wind Importance Factor: Iw = 0.87 Total Height of Sign: 12 FT Nominal Height of Atmospheric Boundary layer: z9 = 1200 FT Power Law Exponent: a = 7 Exposure Constant: Z- = 30 FT Turbulence Factor: C = 0.3 Integral Length Scale Factor: = 320 FT Integral Length Scale Exponent: EaVe = 0.33 Mean Hourly Wind Exponent: cl- = 0.25 Mean Hourly Wind Factor: base = 0.45 Period Coefficient: Ct = 0.02 Period Coefficient: x = 0.75 Approximate Fundamental Period: Ta = 0.13 SEC DESIGN LOADS: Top Sign: Height: 11.75 FT Width: 9.50 FT Point of Wind Load Application: 6.13 FT Sign Area: Af_tev = 111.6 FT' Velocity Pressure. ch = 0.00256KhKnKdV'Iw Exposure Coefficient: Kh = 0.57 Kit = 1.00 Kd = 0.85 ch = 7.9 LB/FT2 Gust Factor: G = 0.925(1+1.7gQI,Q)/(1+1.7gvI ) Intensity of Turbulence: I, = 0.305 go = 3.40 9� = 3.40 Equivalent height of structure: nave = 30.0 Background Response: Q = 0.946 Lz ave = 310.0 Rigid Gust Factor: G = 0.893 Clearance Ratio: Heights;9n/Heighttetai= 0.979 Aspect Ratio: Widths;y„/Heights;9„= 0.809 Net Force Coefficient: Cf = 1.51 Design Wind Force: F = ghGCfAf = 1179.6 LB Overturning Moment: 7225 LB -FT Bottom Sign: Height: 1 FT Width: 0.00 FT Point of Wind Load Application: 0 FT Height of Top of Sign Above Grade: 1 FT ASCE 7-10 FIGURE 26.5 ASCE 7-10 Section 26.7.3 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 TABLE 26.9-1 ASCE 7-10 Table 12.8-2 ASCE 7-10 Table 12.8-2 ASCE 7-10 Eqn. 12.8-7 ASCE 7-10 TABLE 27.3-1, NOTE 2 ASCE 7-10 SECTION 26.8.2 & FIGURE 28.6-2 ASCE 7-10 TABLE 26.6 ASCE 7-10 Section 26.9.3 ASCE 7-10 Section 26.9.3 ASCE 7-10 Section 26.9.3 ASCE 7-10 Figure 29.4 ASCE 7-10 Figure 29.4 ASCE 7-10 Figure 29.4 ASCE 7-10 Figure 29.4 Job No. 10075 8/19/2010 06 RUPERT ENGINEERING, INC. • 1519 West Valley Highway North, Auburn, WA 98001 Columns: Number of Columns Af-bottom = 0 FT` Pipe Velocity Pressure: qh = 0.00256KhKnK,V21w Column/Cladding Width: - Exposure Coefficient: Kh = 0.575 ASCE 7-10 TABLE 27.3-1, NOTE 2 0.125 FT Krt = 1 ASCE 7-10 SECTION 26.8.2 & FIGURE 28.6-2 0.1 FT Kd = 0.85 ASCE 7-10 TABLE 26.6 29000 KSI qh = 7.9 LB/FT` Velocity Pressure: qh = 0.002561<hKnKdV21w Gust Factor: G = 0.925(1+1.7gQI,Q)/(1+1.7g„ Iz) Kzt = Intensity of Turbulence: Iz = 0.305 qh = 7.9 LB/FT` go = 3.40 ASCE 7-10 Section 26.9.3 go = g„ = 3.40 ASCE 7-10 Section 26.9.3 structure: Z- = 30 ASCE 7-10 Section 26.9.3 Background Response: Q = 0.995 0.902 Clearance Ratio: Heights;gn/Heighttotai= Lz ave = 310.0 2.000 Rigid Gust Factor: G = 0.922 1_2 LB Clearance Ratio: Heights;,„/Height,,,,,= 1.000 ASCE 7-10 Figure 29.4 Aspect Ratio: Widths;,,/Heights;,„= TOTAL WIND FORCE: 0.000 ASCE 7-10 Figure 29.4 Net Force Coefficient: Cf = 1.80 ASCE 7-10 Figure 29.4 Design Wind Force: F = ghGCfAf = OA LB Overturning Moment: 0 LB -FT ASCE 7-10 Figure 29.4 Columns: Number of Columns 1 Column Type (TS or Pipe): Pipe Section Size: 6" Column/Cladding Width: 6.0 IN Horizontal Projection: 6.0 IN Centroid of Column: 0.125 FT Height of Column Above Grade: 0.25 FT Total of Column Areas: 0.1 FT I: 1 = 26.5 IN Modulus of Elasticity: E = 29000 KSI Stiffness: k = 1334.20 WIN 2/FT' Velocity Pressure: qh = 0.002561<hKnKdV21w Exposure Coefficient: Kh = 0.575 Kzt = 1 Kd = 0.85 qh = 7.9 LB/FT` Gust Factor: G = 0.925(1+1.7gQI,Q)/(1+1.7g„Iz) Intensity of Turbulence: Iz = 0.305 go = 3.40 g„ = 3.40 structure: z- = 30 Background Response: Q = 0.961 Lz aye = 310.0 Rigid Gust Factor: G = 0.902 Clearance Ratio: Heights;gn/Heighttotai= 1.000 Aspect Ratio: Widths;gn/Heights;,,= 2.000 Net Force Coefficient: Cf = 1.40 Design Wind Force: F = ghGCfAf = 1_2 LB Overturning Moment: 0 LB -FT TOTAL OVERTURNING MOMENT: 7225 LB -FT TOTAL WIND FORCE: 1181 LB HEIGHT OF RESULTANT FORCE: 6.12 FT ASCE 7-10 TABLE 27.3-1, NOTE 2 ASCE 7-10 FIGURE 28.6-2 ASCE 7-10 TABLE 28.6-2 ASCE 7-10 Section 29.4 ASCE 7-10 Section 29.4 ASCE 7-10 Section 29.4 ASCE 7-10 Figure 29.4 ASCE 7-10 Figure 29.4 ASCE 7-10 Figure 29.4 ASCE 7-10 Figure 29.4 Job No. 10075 8/19/2010 RUPERT ENGINEERING, INC. • 1519 West Valley Highway North, Auburn, WA 98001 STEEL COLUMN DESIGN: AISC Section: ASTM A 53 Grade B Second Moment of Area Fb = 0.66*F,*4/3 = M(base) Deflection at Top Deflection Ratio = Height/ Torsion Design: Applied Torque = Outside Diameter = Torsion Constant = Maximum Shear Stress = FOUNDATION DESIGN: Lateral Bearing Pressure: Allowable Increase: CONSTRAINED: Combined Footing? Shape of Footing: Length: Width: Allowable Lateral Pressure: A = 2.34-F/(St`b) _ Footing: F, S= Fb fb = s= T= routside — J= 1— _ 35 KSI 26.5 IN 7.99 IN3 30.80 KSI 7225 LB -FT, each column 10.85 KSI < 30.80 KSI OK 0.20 IN 709 > 150 OK ASCE 7-02, Figure 6-20, Note 3, Case B 2068 LB -FT 6.63 IN 52.9 IN 3.11 KSI < 30.80 KSI OK Job No. 10075 8/19/2010 100 PSF/FT IBC TABLE 1806.2 2.0 x IBC 1806.3.4 d = 4.25[M9/(S3b)] No Square 6.00 FT 4.00 FT b = 7.21 FT St = 262.4 PSF S3 = 787.1 PSF d = 3.94 FT �( -t:;- /.!- - C.>�t ���/Ta `(� --O Ai mer 0 At CONSULTING ENGINEERSICIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 JOB SHEET NO. OF CALCULATED BY DATE -V-Q(sl t Zcl� Q CHECKED BY DATE SCALE D PRODUCT 207 4(a A 5\12--tXtF— 6� p Uk! \ s� oo tQ .I` T:1 U3 T T• — �2 24X2. 0,5l Ks� h� sit lq-� 4Z'4,r,-L D PRODUCT 207 STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of design drawing details shall not be made without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment per the applicable code requirements. DIVISION 1 - GENERAL REQUIREMENTS 412 BUILDING CODES International Building Code (IBC) 2009 Edition. Washington State Building Code (Washington Administrative Code (WAC) Chapter 51-30) 01415 DESIGN LOADS AND CRITERIA WIND: Basic Wind Speed: 85 mph Exposure: B Importance Factor (IW): 0.87 01455 TESTING AND INSPECTION All special inspection and testing shall comply with IBC Sections 1701, 1703, 1704, and other applicable building code sections and are in addition to the inspections made by the Building Official under Section 109. Special inspections are required for the following work: Field Welding: Structural and miscellaneous steel Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be approved by the Building Official, and shall be certified by the Washington Association of Building Officials (WABO), if required by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications. The special inspector shall furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor for correction, and also to the Building Official and the Engineer. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. Special inspections per IBC Section 1703.7 are required unless fabricator is approved per Section 1704.2. DIVISION 5 - METALS 05120 STRUCTURAL STEEL Materials, fabrication and erection of structural steel shall conform to IBC Chapter 22 and the AISC 360-05 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless noted otherwise Structural shapes: ASTM A 36 Bars and plates: ASTM A 36 Pipe: ASTM A 500, Structural tubing/HSS: ASTM A 500, Bolts: ASTM A 307 High -Strength Bolts: ASTM A 325, Nuts: ASTM A 563 Washers: Filler metal: ASTM F 436 E70XX Grade B, Standard Weight Grade B where noted Substitution of other materials requires approval of the Engineer. Galvanizing of structural shapes and fabricated parts shall be done in accordance with ASTM A 123, after fabrication. Galvanizing of threaded parts, bolts, nuts, and washers shall be done in accordance with ASTM A 153. Welding shall be performed only by WABO certified welders and shall conform to AWS D1.1 and AISC specifications. E70T-4 weld material is not permitted. Minimum fillet weld size shall be 3/16" unless noted otherwise. Field welds shall have special inspection per IBC section 1704.3.1. Reinforcing steel welding to structural steel shall conform to IBC Standard 19-1 (AWS Welding Code D1.4-98 with modifications). Provide 3/4" diameter air relief holes @ 12" OC each way in the horizontal surfaces of all embedded bearing plates and angles over 6" in width, when they are above the bottom of the concrete member in the casting position. amp�)TR 191@qjm1@@@ARgq o[@@o CONSULTING ENGINEERS/CIVILAND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 09-t u61 yL - f (=kA i�mvoYA"t � Q` JOB \x-75 3�'�� llttllv��Eo S�_9-a�. SHEET NO. SC\ OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES: YES* INDICATES THE REQUIREMENT OF SPECIAL INSPECTION IS SUBJECT TO THE BUILDING OFFICIAL'S FINAL DECISION. / t1 SPECIAL INSPECTIONS REQUIRED COMPONENT OF SIGN SUPPORT REQUIRED JUSTIFICATION IBC SECTION SOIL BEARING PREESURE YES* SOIL TO SUPPORT FOUNDATION 1704.7 CONCRETE STRENGTH NO s 2,500 PSI STRENGTH NOT REQ'D 1704.4 CONCRETE REINFORCEMENT YES* REINFORCING STEEL FOR NON STRUCTURAL 1704.4 BOLTS AND ANCHORS NO NONE PROPOSED IN ENGINEERING 1704.1, EXCEPTION 2 FIELD WELDING NO NONE PROPOSED IN ENGINEERING 1704.1, EXCEPTION 2 SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WORK OF A MINOR NATURE OR, AS WARRANTED BY CONDITIONS IN THE JUSTIFICATION, AS APPROVED BY THE BUILDING OFFICIAL. NOTES: YES* INDICATES THE REQUIREMENT OF SPECIAL INSPECTION IS SUBJECT TO THE BUILDING OFFICIAL'S FINAL DECISION. / t1 - 5Oo Tse ) -r �( %7 ....... .... . . THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL LATERAL BEARING PRESSURE TAKEN FROM TABLE 1804.2 OF THE 2009 IBC AND SOIL TYPES BASED ON THE COUNTY SOIL SURVEY. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO REFLECT ACTUAL SITE CONDITIONS. D PRODUCT 207 f: 4-0 v C r• , f L _ s t 'v 1 rsrt�z.g t,� X - 5Oo Tse ) -r �( %7 ....... .... . . THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL LATERAL BEARING PRESSURE TAKEN FROM TABLE 1804.2 OF THE 2009 IBC AND SOIL TYPES BASED ON THE COUNTY SOIL SURVEY. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO REFLECT ACTUAL SITE CONDITIONS. D PRODUCT 207 FINAL INSPECTION required. Please see inspection card for inspection details. REVIEWED UNDER 2009 I -CODE C;I` Y OF FEDERAL WAY DEPT. OF COMMUNITY DEVELOPMENT F Fermit #:10 -103617 -00 -SOT Address: 30650 Pacific Hwy S Name:. ORIENTAL GARDEN Sign F Late: DATE SUBMITTED 1 ro DATE PROVED i 12 04 APPROVED BY T - APPRO''AwD a 01- P.0a NW 114 SEa 9, T 2: N_ R_ 4 S, W to ti PARCEL NG} fi { 092104-9112,' n� r-7-7 1—. .O OPEP 1 Y LINE PARCEL NO. r192104-9120 -•�ar- s,•p r shru and a1 gra th usi N_r eu) S i n �f o be 4,4 f�+a? Gni t R=1Z 00• sI I rlg >_=25.83' J fin ce . 3'Mi n - its or ` 54.29' E4317NG pate S. 308TH ST ROW CENTF RUNE S 65'3,327' E Sept_ 8 2008 tlo. 9 ACAD tia, 092104-9120 ro�v EYN1R1 T PARCEL NO. 092104-•9120 R1 GH T OF LVA Y r FILE Iscaping can include evergreen shrubs, deciduous s, vines, and groundcover or grasses. If low shrubs ;roundcover are to be used, at the time of planting, inimum of 50 percent of the required landscaped area should be planted with low shrubs and indcover such that within two years, 90 percent of landscaped area is covered. If all grasses are to be I, the landscaped area must be covered 100 percent time of planting. Low maintenance plantings are recommended. (FWRC, 19.140.170(3)) 15 = a 7.5 FILE An area adjacent to the base of each freestanding sign must be landscaped equal to the sign area- however, that the city will square feet of landscaped areanot require more. This landscaping must P 20 � include vegetation and may include other erials and components such as brick or concrete bases stevidenced in plazas, patios and other pedestrian areas, boxes, pole covers or decorative framinglanter (FWRC, 19.140.170(5)) RESUBMITTED 4- PARCElYQ Y2l.6*%l910 CITY OF FEDERAL WAY BUILDING DEPT FILE 08 1 .0 f 9001 ft QO W*TW �-1 n v. I ,ata -0921,049121 F Federal Way - *Ot" S Wo ST 4v*v w,4-wd 092104912U,.& -11,8!5 3 6 f -k -112 0 20 10 King Gb u nty Parcel Number 0921049120 Site Address 30650 PACIFIC HWY S Zip code 98003 RESU13MITTED Taxpayer ORIENTAL GARDEN CE14TER21NC CITY OF FEDERAL WAY BUILDING DEPT. STA 68+75 SHEET 47 MATCH i o7/Al Q STA 68+97.50 BEGIN PLANING - 00 col - ._.- _-_ --__- -- -- - _ __ --- yam. `�►+� +11111 *SAWCUT AND REMOVE Pi %VEMENT AS :1 M E71-414 REQUIRED TO CONSTRUCT MEDIAN, i REFER TO CORRESPONDING ROAbWAY PLAN SHEET Nam 1 0 �• F . ��o�Y a LEGEND - — — - SAWCUT LAKE glllaoWRD STA 9+21.5, 96' LT ii1H 127-926 VILLAGE pim 31 HIr Tot-9EWM S AT(ACHEO END SAWCUT APARTMENTS ic45 \ El 1 r 11 BILLBOARD SILT FENCE -IWRnz N1�s 46a TREE 4 n 4 . ACP SHRUB(8� ILLUMINATION PLAN Sr RU :'W 8 A 1+80. , g ' : Rus STA 68+75 SHEET 47 MATCH i o7/Al Q STA 68+97.50 BEGIN PLANING - 00 col - ._.- _-_ --__- -- -- - _ __ --- yam. `�►+� +11111 *SAWCUT AND REMOVE Pi %VEMENT AS :1 M E71-414 REQUIRED TO CONSTRUCT MEDIAN, i REFER TO CORRESPONDING ROAbWAY PLAN SHEET Nam 1 0 �• F . ��o�Y a LEGEND - — — - SAWCUT RIGHT OF WAY PLAN REMOVE CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT D REMOVE ASPHALT PAVEMENT 4 BUS PLANING BITUMINOUS PAVEMENT ® GEOTEXTILE ENCASED CHECK DAM El HIGH VISIBILITY CONSTRUCTION FENCING o SILT FENCE X X X X X- REMOVE CURB -f cfGf REMOVE 4" STW GAS MAIN. VERIFY EXACT LIMITS WITH PSE 0 DATE I BY I APPR CATCH BASIN INSERT. SEE DETAIL SHEET 18. I REVISIONS STA Br CExTER 30.6 RT sw� P,Asnc .14 �O 1£.464.1• NE. ,%)2 P.ASRC I.E. 4641•1- Y SD y � Roo S� 117-1 sox . --4. :.11 11SNRUB %w „\ R 8 ��� ofi - 4 -`--=� 474 off — — — --474—O ...A P - PIASYiC- P I.Z. 4 47 T T.— --i — — T -- . PACIFIC_ HIGHWAY SOUTH j TA 71+35.95y�NDND PLANINMATCHI,NE ST+50 SHEET 47 La w 0 0 w z J U Q SITE PREPARATION NOTES Qt SAWCUT & REMOVE ASPHALT PAVEMENT. 02 REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVING. Q3 REMOVE CURB & GUTTER. ® REMOVE EXTRUDED CURB. © UTILITY TO BE REMOVED AND RELOCATED BY OTHERS. ® REMOVE. 10 REMOVE AND RELOCATE BY OTHERS. 11 DO NOT DISTURB. 17 CLEAR AND GRUB LANDSCAPED AREA BETWEEN RIGHT OF WAY AND PRIVATE SIDEWALK. CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLAN 28 iEL 4 4 BUS 50 ROADWAY PROFILE 61 DRAINAGE PLAN 73 DRAINAGE PROFILE 85 WATER & SEWER PLAN & PROFILE 97 IRRIGATION PLAN 137 LANDSCAPE PLAN 150 ILLUMINATION PLAN Sr RU :'W 8 A 1+80. , g ' : Rus A T ORIENTAL SIGN 10 ywEFlc Q_ PLWNTER n GARDEN :. s F— 1 i Rio D ER CENTER i 0 FENCE STA 11+62.9, BEGIN w1W SAWCUT DIRT 10 ACP op'01WL CENTER NCE CARDEt! YD 1as4 R6! 4711 6• PVC .'.1 I.E. 470• j TA 71+35.95y�NDND PLANINMATCHI,NE ST+50 SHEET 47 La w 0 0 w z J U Q SITE PREPARATION NOTES Qt SAWCUT & REMOVE ASPHALT PAVEMENT. 02 REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVING. Q3 REMOVE CURB & GUTTER. ® REMOVE EXTRUDED CURB. © UTILITY TO BE REMOVED AND RELOCATED BY OTHERS. ® REMOVE. 10 REMOVE AND RELOCATE BY OTHERS. 11 DO NOT DISTURB. 17 CLEAR AND GRUB LANDSCAPED AREA BETWEEN RIGHT OF WAY AND PRIVATE SIDEWALK. CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLAN 28 SITE PREPARATION PLAN 39 ROADWAY PLAN 50 ROADWAY PROFILE 61 DRAINAGE PLAN 73 DRAINAGE PROFILE 85 WATER & SEWER PLAN & PROFILE 97 IRRIGATION PLAN 137 LANDSCAPE PLAN 150 ILLUMINATION PLAN 162 CHANNELIZATION & SIGNING PLAN 182 JOINT UTILITY TRENCH PLAN 192 SNELUlaJ RAILRQAD TIE GENERAL SITE PREPARATION NOTES '�'�_ 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE AND SEWER STRUCTURES. CONTRACTOR 1S DIRT RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE iI SECTIONS AND CATCH BASINS. i 2. PRESERVE AND PROTECT ALL ABOVE & BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTIING 4. FOR INSTRUCTIONS ON HOW TO DEAL WITH SIGNALIZATION EQUIPMENT SUCH AS POLES, VAULTS, CABINETS, TRAFFIC DETECTOR LOOPS, ETC., SEE SIGNAL PLANS AND DETAILS, SHEETS 171-178. RESUBMt T 5. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION FnR ILLUMINATION REMOVALS SEE SHEETS 160-169 0 5 10 20 40 60 6. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING N 0 V 19 2 1 C SCALE IN FEET IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBIN.I 7. FOR WATER AND SEWER RELOCATIONS AND REMOVALS SEE WATER ATSdTY OF FEDER L SEWER PLAN AND PROFILE SHEETS 95-104. BUi G D P I Approved By BS56PRI- ° IN � I KCP FILENAME ,jam, BATE CITY OF K cm DATE DESIGNCONTRACT USER DESIGN® BY DATE153 Federal Way 9tlI AYenue N 250 2 JeBersOn Ave DOCUMENT � °a^0 1 Sea01e,WA98109ITaMAWA98402 GATE D uwneY DATE (206) 286-1640 (253) 621-0120 t DATE CNECI®BY DATE www.1g.com 8. FOR MODIFICATIONS TO ROADWAY SIGNING SEE CHANNELIZATION PLAN ysoN r.og` MEETS 180-189. 9. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES SEE DRAINGE PLAN SHEETS 71-81. 070+�� 10. IF SIDEWALK IS REMOVED, PROVIDE SIGNAGE TO ALERT FOOT TRAFFIC oxnL THAT SIDEWALK IS NOT ACCESSIBLE IN THIS AREA. PACIFIC HIGHWAY SOUTH SITE PREPARATION PLAN HOV LANES PHASE IV STA 9+00 To STA 13+00 SCALE H:1"=29 V: N/A SHT 39 of 200 ED WAY x 0 0 910 il. 64 � o(F -1 t �3�0, PROFILE VIEW NEW OF INT/ ILLUM. SIGN PAINT CAB. DK BRONZEl� '_2" � NEW LEXAN PAN FORMED FACES # 76 HOLLY GREEN VINYL BGRND. IN ,AD WHITE COPY i� 43 d- mast be dose in ,rbe We Of tbae sip titer. is sucb as coBstrs►cti°° °'teatore�l wood, >��tacal►e �, statae`�ork� 'ask rirat brllck SIU uta concrete or' der of the Cn tile or I '*nth the rtY a pec �b �t pr°pe�, p salary tstrare nctures o Ist or`s appTO Ski, $z sebiect to the0.170(3)) _ No visible gap shall be allowed between the sign base & the finished 3 LINES OF 6" READERBOARD grade or between the sign face cabi- net & the sign base. (F W RC, 19.140.170(3)) _ NEW FAB. ALUM. COLLAR PAINT } PMS- WARM GREY #8 '1 ' NEW FAB. ALUM. BASE PAINT PMS- WARM GREY #8 NOTE: ONE SIDE OF SIGN TO HAVE TOP HINGED RETAINER FOR SERVICE ■ DK BRONZE ■ #76 HOLLY GREEN 2 PMS- WARM GREY #8 VINYL 5209122nd St. East, Tacoma WA 98446 WA Lic.# CULBESS984MU • Customer: ORIENTAL GARDEN CENTER • Site Address: • Sales Representative: MICHAEL TILTON • Drawn By: JOHNNY LY (Date: 10-19-10 Scale: '/s" = 1' ---) Description: RELOCATE EXISTING DOUBLE FACED MONUMENT SIGN TO NEW LOCATION ON SAME PROPERTY Approved RES U BM ITa work shown is the property F1 ulbertson Signs Ltd. It is 9 requested that this and all prints NO V 1 Z 1 [generated for presentation remain within our customers organization and not be given out for general TV !1C CCr1COtl Ld �iItion without a design III MID 11Q Qpost . s` PROFILE VIEW 11-211 4'-0 " 61-011 5209122nd St. East, Tacoma WA 98446 WA Lie.# CULBESS984MU • Customer: ORIENTAL GARDEN CENTER • Site Address: • Sales Representative: MICHAEL TILTON • Drawn By: JOHNNY LY Coate: 11/19/10 Scale: Y2" = 1' Description: RELOCATE EXISTING DOUBLE FACED MONUMENT SIGN TO NEW LOCATION ON SAME PROPERTY Approved The artworks own is the property R E S U B M I 0ertson Signs Ltd. It is red that this and all prints generated for presentation remain 9 thin our customers organization NOV nd not be given out for general distribution without a design STING SIGN TO BE REMOVED FROM HERE C 0 5209122nd St. East, Tacoma WA 98446 WA Lic.# CULBESS984MU 01 • Customer: ORIENTAL GARDEN CENTER • Site Address: • Sales Representative: MICHAEL TILTON • Drawn By: DON CHARBONNEALI (Date: 5/18/10 (Scale: '/2" = 1' Description: RELOCATE EXISTING DOUBLE FACED MONUMENT SIGN TO NEW LOCATION ON SAME PROPERTY RESUBMITTED NOV 19 2010 gUILDI"EDEP RALWAY IIhe art work shown is the property of Culbertson Signs Ltd. It is requested that this and all prints generated for presentation remain withinour customers organization and not be given out for general distribution without a design deposit. J R3 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC- 10+27.48 GUTTER - 45.00' LT ELEVATIONS: A = 87'0709" BEGIN 473.99' R = 35.00' %4A 473.76' L = 53.17' %2A 473.16' T = 33.23' 3/4A 472.56' PT- 69+18.35 END 471.97 23.58' RT LANDSCAPE PLAN R5 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 10+49.86 GUTTER 45.00' RT ELEVATIONS: A = 82'31'20" BEGIN 471.52' R = 35.00' %4A 471.65' L = 50.41' I/2A 471.78' T = 30.71' 3/4A 471.73' PT- 70+74.58 END 471.31' 18.00' RT LANDSCAPE PLAN 8` \:l 785360-024 LINE STA 68+75 SHEET 58 MATCH [� I. R6 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC- 70+88.40 CUTTER 29.00' LT ELEVATIONS: A = 9719'58" BEGIN 471.38' R = 35.00' 14/4A 471.72' L = 59.46' %2A 47206' T = 39.79' 3'4A 47240' PT- 11+69.34 END 47274' 45.00' RT LANDSCAPE PLAN �EET 58 MATCH LINE STA 71+50 0 5 10 20 40 60 SCALE IN FEET 1 sD R4 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC- 69+26.64 GUTTER 2200' LT ELEVATIONS: A = 82'31'20" BEGIN 473.16' R = 35.00' /4A 473.91' L = 50.41' %2A 474.66' T = 30.71' 3/4A 475.03' PT- 11+41.84 END 475.16' 45.00' LT LANDSCAPE PLAN RR -10 BUS SHELTER FOOTING STA 12+76.77, 56.84' RT STA 12+86.55, 56.84' RT DIRT POINTS LAYOUT TARI_F MEDIAN 1 SHEET STATION OFFSET DESCRIPTION RADIUS 4 10+17.15 8.00' LT PRC 2.00' 5 10+17.15 4.00' LT PRC 5743.21' MEDIAN 2 STATION OFFSET DESCRIPTION RADIUS -_L,11+74.62 4.00' RT PC 5735.21' 15 11+74.62 8.00' RT PRC 2.00' W, CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLAN 28 SITE PREPARATION PLAN 39 ROADWAY PLAN 50 ROADWAY PROFILE 61 DRAINAGE PLAN 73 DRAINAGE PROFILE 85 WATER & SEWER PLAN & PROFILE 97 IRRIGATION PLAN 137 LANDSCAPE PLAN 150 ILLUMINATION PLAN 162 CHANNELJZATION & SIGNING PLAN 182 JOINT UTILITY TRENCH PLAN 192 CONSTRUCTION NOTES Ol MATCH EXISTING. Q2 CONSTRUCT CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CFW STANDARD DETAIL 3-6A. ® CONSTRUCT SIDEWALK RAMP TYPE 1 PER CFW STANDARD DETAIL 3-11. OS INSTALL BUS SHELTER FOOTING RR -10 AND ELECTRICAL CONDUIT STUB UPS PER DETAILS IN APPENDIC C OF THE SPECIFICATIONS. Q CONSTRUCT MEDIAN. SEE POINTS LAYOUT TABLE, THIS SHEET AND MEDIAN EXTRUDED CURB DETAIL SHEET 18. 10 ADJUST GAS VALVE TO GRADE. (4 PLACES) 13 ADJUST SEWER MANHOLE TO GRADE. (2 PLACES) 14 CONSTRUCT MODULAR BLOCK WALL. SEE WALL PLAN & ELEVATIONS AND WALL DETAILS, SHEETS 113-131 18 INSTALL CEMENT CONCRETE EXTRUDED CURB, PER CFW STANDARD DETAIL 3-4. 2© CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER DETAIL, SHEET 112. © CONSTRUCT ASPHALT RAMP PER DETAIL, SHEET 18. ® RECONSTRUCT HMA DRIVEWAY PER DRIVEWAY DETAIL & PROFILES, SHEETS 105-112 29 CONSTRUCT STRUCTURAL EARTH WALL SEE WALL PLAN & ELEVATIONS AND WALL DETAILS, SHEETS 113-131. INSTALL BLACK VINYL COATED CHAIN LINK FENCE TYPE 4 PER WSDOT STANDARD PLAN L-20.10-00. 35 CONSTRUCT HMA THICKENED EDGE PER DETAIL, SHEET 18. 47 CONSTRUCT MODIFIED SIDEWALK RAMP TYPE 2 PER CFW STANDARD DETAIL 3-8B, WITH ONLY ONE SIDE OF RAMP TERMINATING AT WALL ® POWER TRANSMISSION POLE TO DE INSTALLED BY OTHERS. ® INSTALL TEMPORARY ADA RAMP FOR USE DURING PAVING & GRADING ACTIVITIES. ® INSTALL PERMANENT ADA RAMP. R ES f ' R 11 A I GENERAL NOTES I. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEETS 16-17. 2 CONTRACTOR SHALL ADJUST ALL JUNCTION BOXES WITHIN SIDEWALK TO GRADE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO MATCH FINISHED ROADWAY GRADE. 4. FOR SIDEWALK TRANSITION AND EXTRUDED CURB POINTS SEE DRIVEWAY PLAN AND PROFILES, SHEETS 105-112 CJ NOV 1 9 2010 CITY OF FEDERAL WAY BUILDING DE T. Spy] J. p �wti ° 9 LfN 70 IF L \7 NO. DAIS B'/ APM NEMUNS Approved By 03.E FILENAME 11K IP cw ENGPlFStING MANAGER DATE KCP DESIGNED BY °A'° CITY OF Federal 753 9Th Avenue N 2502 Jefferson Ave CONTRACT PACIFIC HIGHWAY SOUTH ROADWAY PLAN DATE PROJECTMANAGER - -- --- DAIS "CP OMMW 0 o DATE Way y Seame.WA98109 Tacoma,WA98402 I DOCUMENT HOV LANES PHASE IV STA 9+00 TO STA 13+00 PROJECTENGWEER DATE w0 CNECNEDBY 000 (2067286-1640 www.kpg.com (253)627-0120 ___ __ SCALE H: 1 -20' V. N,A SHT 50 OF200 DATE NW 114 SEa 9, E 21 M. R. 4 S, W,14 PARCEL NG ,32104-911D ROPED TY LINE I J ROW AREA. -y `" �z t (2) �z PARCEL MCI. Sol C s7K LoW C I R=! Z Oo' L=28. ,"-' f 20 9i' h P.QBL 54.23' EX1S7iNC Rojk s r ROW CENTERL)NE S 6d'33'27' E Sep t. 6, 2098 11to_ 9 }} ACAD log. 092104-� 9124 rear EXHIBIT A r ARCEL NO. 092104-9720 RIGHT OF WAY 15 = 1Z 7.S s akCl/ N-iwumr ,,Vow P ji AinG_ t• ,► 4- PARCEL: 092104-9120 Attachme- nspection required: provide access for inspection prior to covering with face panel Before the face panel can be approved for cover, electrical work requires a separate Final Electrical (4055) inspection request. This is in addition to the Attachment (4010) inspection request. r) CA ITC\A/Cr% 1 twvr%r-r% LLLI 1 VI 1 1. v.`. •�. .. CDS n LAKE lv-825 (19e 3D' HIGH alU90PRp STA 9+21.5, 96' LT VILLAGE � ATTncHED To I-BENAS END SAWCUT APARTMENTS '114 51-3 7 R 1 ' it BILLBOARD IpKE NIyAGE T r Ga 1.2E / Ri11 a67:-6 t�P`.ASRC IF 4642 Tl' MASTIC SHEET 47 1E. 4641' NE 1�2. P�Tl1C STA 68+75 ' S I E 4641 �. MATCH Lf 4Jr� i. . SD STA 68+97.50 BEGIN PLANING - So ,i1 3 y 11 BOO : \� 4 y ¢ HIGH - TPI sox y a.t — SHEET RIGHT OF WAY PLAN 28 SITE PREPARATION PLAN 39 ROADWAY PLAN 50 ROADWAY PROFILE 61 DRAINAGE PLAN 73 DRAINAGE PROFILE 85 WATER & SEWER PLAN & PROFILE 97 IRRIGATION PLAN 137 LANDSCAPE PLAN 150 ILLUMINATION PLAN 162 CHANNELIZATION &SIGNING PLAN 182 JOINT UTILITY TRENCH PLAN 192 �. Fe d ]53 � Avemle N JeOwwn Ave win•• PROJECT MANAGER -- DATE NCP r1cp r DATE DAT �..� e ra 111t/a�/ SeaAIe,WA98109 12502 TacOma,WA96402 D O C U M E N T �S>ttF' STA 9+00 TO STA i3+00 tw (2D6) 286-1640 (24627-0720HOV PROJECT BIGINF.ER DATE CHECI�D BY p —01 om — H: 1"_20' SCALE V: N/A sHT 39 of 200 P- •..�_w� �' wig �� `.— — — — ---OH p 475 47117 L ;u�lt� 'cis T 1 © 00fn, �����1.0�\ >•\`stn\\\A\\\\c���►\��� 000 ma N La *SAWCUT AND REMOVE PAVEMENT AS Z: REQUIRED TO CONSTRUC MF w SITE PREPARATION NOTES 01 SAWCUT & REMOVE ASPHALT PAVEMENT. QT REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVING. 03 REMOVE CURB & GUTTER. ® REMOVE EXTRUDED CURB. © UTILITY TO BE REMOVED AND RELOCATED BY OTHERS. ® REMOVE. 10 REMOVE AND RELOCATE BY OTHERS. 11 DO NOT DISTURB. 1© CLEAR AND GRUB LANDSCAPED AREA BETWEEN RIGHT OF WAY AND PRIVATE SIDEWALK. CORRESPONDING SHEETS REFER TO CORRESPONDING ROADWAY v e ` STA 70+4460 _ 'r c� PLAN SHEET ~ BEGIN LAMNG TE .' 6 TEL 4 1Tl PED 6 5D - a BUS ELTER sD 10 G u 4 as w _; w 47o U11L' POLE 6 10 J 4 °1, I y': SHELTER . • A y s d pSIpItTER 1 4 4- Q s RU 4 �? s �p HIGH YA>Du NC CARE PLUS y �uETaE 51GN SIGN 10 z 1. 8 ' HtGI A T 8 AIR�LR A E '5(94'1 -'MEDICAL', / y .= SHRUB 8 -1 5 RUB DG ORIENTAL 1° ENERAL SITE PREPARATION NOTES _ +17 GRAv. wAlx EMERALD cg 1351 1' I , :slcN tD gNTRoI pIANT R a l+ GARDEN :Jz T OV �_ 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION CENTER o N LINED YA1N 1i1pt 47139' aap _i , $ I l BOXES 1 I y4�0 E4 E CENTER aRT BOXES, DRAINAGE AND SEWER STRUCTURES. CONTRACTOR IS �u{1345 Mnc1 `' `-1 - post$ CITY NAILS 4691-.SY1.68 } wc+ E aap 1{ �• STA 11+629, 59_ ' ,,�,, t RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE ..RIM•.gb9�r.:. 4 -E4591 E,_ wwV I1 2 i v : BEGIN SAWCUT SECTIONS AND CATCH BASINS. TypE t y ST +40.8, 91' RT 0"M ALD :: _ p RT Q C- GTY NNIS 1 STA 1089.8' 2. PRESERVE AND PROTECT ALL ABOVE & BELOW GRADE IMPROVEMENTS 5w, a CON i EN 'SAWCUT END SAWCUT to oaIENTN LEGEND STA 10+15.6, 95.6' RT 470 FENCE PIC? THAT ARE TO REMAIN IN PLACE. GARDEt7 CEAl1E1i BEGIN SAWCUT Act _ ' 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS - — — - SAWCUT 1 1 WITH NO SAWCUTTING YD 1854 SS1H 45'016 (1352) 4 1 1 RIA1 4711 ' 6. pVC REMOVE CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT yt� 47198 E, „ x 1 I.E474. 4. FOR INSTRUCTIONS ON HOW TO DEAL WITH SIGNALIZATION EQUIPMENT CENTER SUCH AS POLES, VAULTS, CABINETS, TRAFFIC DETECTOR LOOPS, ETC., 1. •4626 1 a SEE SIGNAL PLANS AND DETAILS, SHEETS 171-178. REMOVE ASPHALT PAVEMENT STA 71 6.0, 30.0' RT { STA 71+35.95 AC? i BEGIN AWCUT STA 71+ PLANING o 5. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION. FOR Cs a32o 1 47 ILLUMINATION REMOVALS SEE SHEETS 160-169. PLANING BITUMINOUS PAVEMENT IE. 467.3E . alp STA 71+50 SHEET 0 5 10 20 40 60 Rlta 469.42 6 STEEL c 467.3 N. 8 MATCH iSNE 6. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING GEOTEXTILE ENCASED CHECK DAM CATEGORY SHEET RIGHT OF WAY PLAN 28 SITE PREPARATION PLAN 39 ROADWAY PLAN 50 ROADWAY PROFILE 61 DRAINAGE PLAN 73 DRAINAGE PROFILE 85 WATER & SEWER PLAN & PROFILE 97 IRRIGATION PLAN 137 LANDSCAPE PLAN 150 ILLUMINATION PLAN 162 CHANNELIZATION &SIGNING PLAN 182 JOINT UTILITY TRENCH PLAN 192 - El HIGH VISIBILITY CONSTRUCTION FENCING - 0 SILT FENCE -X x x X X - REMOVE CURB -f-GfGf REMOVE 4' STW GAS MAIN. VERIFY EXACT LIMITS WITH PSE 0 CATCH BASIN INSERT. SEE DETAIL SHEET 18. SCALE IN FEET) IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBING. Af.0 P�YPt�r/ �v�� 7 SEWERFOR ATER PLANAND AND PROFILELLSHEETS 95- OOCATIONS D REMOVALS SEE WATER AND 4. 8. FOR MODIFICATIONS TO ROADWAY SIGNING SEE CHANNELIZAT10N PLAN ��ti5°Nw °q�rm SHEETS 180-189. 9. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES SEE DRAINGE PLAN SHEETS 71-81. 070 OVAL � �J 10. IF SIDEWALK 1S REMOVED, PROVIDE SIGNAGE TO ALERT FOOT TRAFFIC THAT SIDEWALK IS NOT ACCESSIBLE IN THIS AREA. NO. DATE BY PPPR REVISIONS 4pproved By OBS6PREPo]fiw FlIENAME FNGWEERING AllJIPG6t - -- OATS I(•p CITY OF CONTRACT PACIFIC HIGHWAY SOUTH SITE PREPARATION PLAN DESIGNED BY MAT �� �. Fe d ]53 � Avemle N JeOwwn Ave PROJECT MANAGER -- DATE NCP r1cp r DATE DAT �..� e ra 111t/a�/ SeaAIe,WA98109 12502 TacOma,WA96402 D O C U M E N T LANES PHASE IV STA 9+00 TO STA i3+00 tw (2D6) 286-1640 (24627-0720HOV PROJECT BIGINF.ER DATE CHECI�D BY p om — H: 1"_20' SCALE V: N/A sHT 39 of 200 ` t_EXISTING SIGN TO BE REMOVED FROM HERaE i 5209122nd St. East, Tacoma WA 98446 WA Lic.# CULBESS984MU • Customer: ORIENTAL GARDEN CENTER • Site Address: • Sales Representative: MICHAEL TILTON • Drawn By: DON CHARBONNEALI CDate: 5/18/10 (Scale: V2" = 1 Description: RELOCATE EXISTING DOUBLE FACED MONUMENT SIGN TO NEW LOCATION ON SAME PROPERTY Approved The art work shown is the property of Culbertson Signs Ltd. It is requested that this and all prints generated for presentation remain within our customers organization and not be given out for general distribution without a design deposit. M,4 V4.1W 41-011 61-011 r The art work shown is the property of Culbertson Signs Ltd. It is requested that this and all prints generated for presentation remain within our customers organization and not be given out for general distribution without a design deposit. J 3 L 1 M,4 V4.1W 41-011 61-011 r The art work shown is the property of Culbertson Signs Ltd. It is requested that this and all prints generated for presentation remain within our customers organization and not be given out for general distribution without a design deposit. J