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HomeMy WebLinkAboutPermit Signage 2019-05-29SPRINGFIELD- - OREGON Web Address: www.springfield-or.gov Permit Issued: May 29, 2019 Building Permit Commercial Sign Permit Number: 811 -19 -000915 -SIGN IVR Number: 811060472381 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: perrnitcenter@springfield-or.gov Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811060472381 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 5/29/19 Page 1 of 2 C:1myReports/reparts//production/01 STANDARD TYPE OF WORK Category of Construction: Commercial Type of Work: None Specified Submitted Job Value: $0.00 Description of Work: Exempt drive up signs for McDonalds - electrical only per SSC 8.234.10 - 4 Menu Board signs with electrical JOB SITE INFORMATION Worksite Address Parcel Owner: MCDONALD'S CORP 5701 MAIN ST 1702334103101 36-113 Address: 2896 CRESCENT AVE STE Springfield, OR 97478 105 EUGENE, OR 97408 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone SIGNCRAFT PREMIER IDENTITY CCB 176832 541-672-3170 SOLUTIONS LLC - Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 4140 Underground Electric Elec Com Pending 6950 Electrical Service - Sign Signs Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811060472381 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 5/29/19 Page 1 of 2 C:1myReports/reparts//production/01 STANDARD CITY OFSPRINGFIELD. OREGON 225 FIF'T'H STREET • SPRINGFIFLD, OR9744777 e PH:(541)126-3753 9 FAX: (541)726-3689 City Job Number — J —5��� Plan Review Fee of $45 per sign is due with application. Site Address: 5701 Main St, Springfield, OR 97477 Assessors Map Tax Lot: 17n23341nS1n1 Owner: McDonald's Corp �~ V Phone: —, Address: City Eugene State OR _ Zip 97408 Business Name, Firm, etc. Mc onald's Description of Proposed Sign ):'I (Please check and complete all appropriate information) Wall x i FreestandingPo r' �ectmg Roof Marquee x Single Face Double Face Billboard x Other - Menu Board Square Footage: 20 SF Total Height above Grade: 5.969' Vertical Dimension of Sign or Enclosure: 4.1354' 4.83' Horizontal Width of Sign or Enclosure: Dimension from Grade to Bottom of Sign Enclosure 2.167' Electrical Installation: x Yes _ No i (If yes additional electrical permit required) Material Sign is constructed of Steel Value of Sign: $11,000 List ALL existing signage and attach a photograph of each sign: (a) Type Sq. Ftg- (b) Type (c) Type Sq. Ftg. Sq. Ftg. (d) Type Sq. Ftg. Contractor/Installer: Sign Craft Premier Identity Solutions, LLC Phone: 571-672-3170 Address: PO Box 1411 City: Rose Construction Contractors Registration Number: 176832 Print Name: State: OR Zip: 97470 Expires: OFFICE USE - Sign District: Zoning: By signature, I state and agree, that as owner'or owners agent, that I have carefully examined the completed application and do hereby certify that all information h(rein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances o rthe City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certify tht only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the. nrnim— r;.,,o CITY OFSPRINGFiELD OREGON ` 225 FIFTH STREET • SPRINGF ELD, OR 97477 • PH:(541)726-3753 FAX: (541)726-3689 City Job Number ' fi 5 cS I(:> plan Review Fee of4 $ 5 per sign is due with application. 1„ Site Address: 5701 Main S�,, Springfield, OR 97477 Assessors Map ' Tax Lot: 1:s Owner: McDonald's Corp 1 )?hone: Address: — – – City Eugene State OR Zip 97408 Business Name, Firm, etc. Mc onald's Description of Proposed Sign(s): (Please check and complete all appropriate ppropriate information) Wall x Freestanding Projecting Roof Marquee x Single Face Double Face Billboard x Other -Menu Board Square Footage: 20 SF Total Height above Grade: _ 5.969' Vertical Dimension of Sign or Enclosure: 4 1354' — — Horizontal Width of Sign or Enclosure: 4.83' Dimension from Grade to Bottom of Sign Enclosure 2.167' EIectrical Installation: x Yes _ No (If yes additional electrical permit required) Material Sign is constructed of Steel Value of Sign: $11,000 List ALL existing signage and attach a photograph of each sign: (a) Type— Sq. Ftg. — – (b) Type Sq. Ftg. (c) Type Sq. Ftg. (d) Type Sq. Ftg. Contractor/Installer: Sign Craft Premier Identity Solutions, LLC Address: PO Box 1411 Phone: 571-672-3170 � City: Rose State: OR Zip: 97470 --- . Construction Contractors Registratipn Number: 176832 ' Expires: Print Name: Signature: . ls; OFFICE USE - Sign District: Zoning: 'Y By signature, I state and agree, that as owner'or owners agent, that I have carefully examined the completed application and do hereby certify that all information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinancesthe City of Springfield, and the Laws of the State of Oregon pertaining to the work kilo."; described herein. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on this Iproject. I further agree to ens' re that all required inspections are reauested at the 10 1"4 1=1 an 225 FIFTH STREET • SP�RjINGFiELD, OR 97477 • PH:(541)726-3753 • FAX: (541)726-3689 City Job Number - 1 - l S Plan Review Fee of $45 per sign is due with application. Site Address: 5701 Main St, Springfield, OR 97477 Assessors Map Owner: McDonald's Corp Address: 2896 Crescent AA Ste 105 Tax Lot: 1702334103101 City Eugene I State OR Business Name, Firm, etc. McDonald's Phone: Description of Proposed Sign(s): (Please check and complete all appropriate information) Wall x Freestanding x Single Face Double Face Zip 97408 Projecting Roof Marquee Billboard x Other - Menu Board Square Footage: t0, [1B BF Total Height above Grade: Vertical Dimension of Sign or Enclosure: 4.1458' Horizontal Width of Sign or Enclosure: 2.426' Dimension from Grade to Bottomof Sign Enclosure 2.145'Electrical Installation: x Yes _ No s (If yes additional electrical permit required) Material Sign is constructed of Steel Value of Sign: 15-590 List ALL existing signage and attach a photograph of each sign: (a) Type Sq. Ftg. (b) Type Sq. Ftg. . (c) Type Sq. Ftg. (d) Type Sq. Ftg. Contractor/Installer: Sign Craft Premier identity Solutions, LLC Phone: 571-672-3170 Address: PO Box 1411 City: Rose State: OR Zip. 97470 Construction Contractors Registration Number: 176832 Expires: OFFICE USE - Sign District: Zoning: By signature, I state and agree, that as owner or owners agent, that I have carefully examined the completed application and do hereby certify that all information Herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinanceslof the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certify that only contractors and employees who are.in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that project address iq readable from the street, that the p4rmit card is located at the front of the property, and the approved set of plans will remain on the site at all times during the installation of the sign(s). Olgitally signed by Ryan Price Ryan Price ON! aU—rep@sRyan een once Signature emaR=rep@sfteenhancementsendces.com, SUS Date Date: 2019.04.18 0923:47 -GVOU 04/18/2019 Updated 7112018 bjones CITY OF SPRINGFIELD, OREGON 225 FIFTH STREET • SPRINGFIELD, OR 97477 • PH:(5t41)726-3753 • FAX: (541)726-3689 City Job Number `" '---'L�'"l ✓` �7'" plan Review Fee of4 $ 5 per sign is due with application. Site Address: 5701 Main S(, Springfield, OR 97477 Assessors Map Tax Lot: 1 7023341 031 01 Owner: McDonald's Corp Phone: Address: 2896 Crescent Ave Ste 105 City Eugene State OR Zip 97408 Business Name, Firm, etc. Mcpanald's Description of Proposed Sign(s): (Please check and complete all appropriate information) X Wall i Freestanding Projecting Roof Marquee x Single Face Double Face Billboard x Other - Menu Board Square Footage: in o6 SF i Total Height above Grade:ri Il" Vertical Dimension of Sign or En6losure: _4.1458' _ Horizontal Width of Sign or Enclosure: 2.426 Dimension from Grade to Bottomof Sign Enclosure 2.145' Electrical Installation: x Yes _ No (If yes additional electrical permit required) Material Sign is constructed of Value of Sign: $�Steel Si 5 00 .. i' List ALL existing signage and attach a photograph of each sign: (a) Type Sq. Ftg. (b) Type (c) Type Sq. Ftg. (d) Type Contractor/Installer: Sign Craft Premier Identity Solutions, LLC Address: PO Box 1411 City: Rose Constriction Contractors RegistraCion Number: 176832 Print Name: Signature: Sq. Ftg. Sq. Ftg. Phone: 571-672-3170 State: OR Zip: 97470 Expires: OFFICE USE - Sian District: Zoning: By signature, I state and agree, that as owner or owners agent, that I have carefully examined the completed application and do u hereby certify that all information 'herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances "of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certify #hat only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time. that project address iso readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during the installation of the sign(s). n • (Igitagy signed by Ryan Price Ryan Price DallrnreyasPdce,ance Signature 1 1 small=rep@siteenhancemeniservices.com, c=US Date Date: 2019.04.18 09:23:47 -04'00' 04/18/2019 Updated 7/12018 bjones Electrical Per, mit 22-M& Stti WNW* SPOWNUM Wim_: iG— Q c5 -SJ °his pmvit is hwed.naer 0- 91 El9-M„ 1 ft-ats are smntr-an,:.fferat . peju t-> ejpire if wark is wt started vitWm 130 days of as a or if vmkis suzVended for 134 4ar. ft CSL cost Totem fa_ r I,OW sq. it. ar1ess C S1�€.�EE S ER& SliwaallSW sq. ft- ar -s 7M tD40$ m43 (2) =0 S r'YI�!•J Ii 2 i 4t) $ F,7-�s,�+�;�,� crura Over �', k+� it �OO 5$51081 W UedeM i7j6-W M dhWWlin }4bfY1€ " �fYcb arogls less () Slain in S 7M tD40$ m43 (2) =0 S r'YI�!•J Ii 2 � r�F 401 to LOW =p (21) $M -0D Over �', k+� it �OO S vgc t C-1) +$IlKOO S Y'agxwny Sanxi es or 20D (' 201 to 400. X75 #G:I %s' 6W mom ©w WG zmPS 4DT 4WIM114,S i3 S I x EE FS iR2 $ cb a'im& WA t!w=0fx s - Fee fi + :'AftPMtbne8,f5wrkeOr beedzfPF: F�dt%ech+cist $ 74F (A) En= sn'beatal sf abm-e-f es oadmum FewFee 00) (B)MAW 12asumballp12� S 5 TOTAL tbmz and S=dwges (A &-oug# D): S r'YI�!•J Ii 2 � r�F (A) En= sn'beatal sf abm-e-f es oadmum FewFee 00) (B)MAW 12asumballp12� S 5 TOTAL tbmz and S=dwges (A &-oug# D): S Iauto"dTIMM VO z yS SCS April 24, 2019 RE: McDonald's — 5701 Main St. Springfield, OR 97477 Enclosed is the fee for $643.32 for the sign and electrical permit application and plans for the McDonald's located at 5701 Main St. Springfield, OR 97477. If there any additional permits or fees please let me know. If you have any questions or need any additional information, please contact me at 574-232-2529 or rep@siteenhancementservices.com Thank You, Ryan Price Permit Specialist Site Enhancement Services 6001 Nimtz Parkway South Bend, IN 46628 P:574-232-2529 F: 574-237-6166 rep@siteenhancementservices.com ❑ ❑ o v 0 O_ x N x 3 _ N_ (D CD CD CD a 1 i0 N CC) m 6 m C". Q m oc a 1N �� oeu!+mer CDD co O I low Ak N a Li u a O I. w O(n m 0. CD :3 - 11-1% 41j"o all a CD a=)D -v v v c �,�• �.�» ems. " ..� X X iO Tt 1N �� oeu!+mer I low Ak 0 n v 01 a r v 0) CD K m z c m O D M v En M m z v m M z G) co tR, n v O /=3 a c 0 G CD CD c ou O N Q- X X i CD N C, CD CD .-t as 2Em± .< 5'-1 11" OVER T CD O ( cn / . « 03 O 2\7\2\ \ g/ \rn q� ag§ -- -- �§��� m 9@ a \ a a / 7 :R:m 22 �2 ®# \ \ a C> - 5 . *: t =% \ co Ln . 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W F L� = s � �7 w �., z c � '"s Q o@ m v ` FFFFo�"'' k rl �N s = O > Wj B. W F L� mIoy w �., z c '"s 0 o@ m v ` FFFFo�"'' k rl �N s = O > W F � � z DATE RECEIVED /2� I JOB NO. !`!-915-S1G/V ZONE OCCUPANCY GROUP UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION LEGAL DESCRIPTION qid ADDRESS OWNER M5 -ll THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DIWNINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY -THE BUILDING OFFICIAL. CITY OF SPRINGFIELD, OREGON APPROVED BY DATE 1� REMOVE EXISTING MENU BOARD. SEE SITE NOTE 43 2] EXISTING CODICANOPY AND DETECTOR LOOP TO REMAIN 31GDUAL PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR FOOTING INFORMATION. ®SINGLE PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR FOOTING INFORMATION. _ I❑6 EXISTING SIGNAGE TO REMAIN ENLARGED GED SITE PLANSCALa0' NORTH SITE PLAN LEGEND CONDUIT PLAN KEY NOTES -'+, ONE 314" PVC CONDUIT (4.1112, 1-#12 GRD, 14121G) NEW DUAL PANEL OUTDOOR DIGITAL MENU BOARD FROM PANEL CP TO J -BOX -- ---- O ONE 314" PVC CONDUIT (2412,1412 GRD, 14121G) FROM J -BOX TO LANE 1 PRE -SELL BOARD NEW SINGLE PANEL OUTDOOR DIGITAL PRE -SELL BOARD 3 ONE 314' PVC CONDUIT (2412, 1412 GRD, 1412 IG) O _ + FROM J -BOX TO LANE 1 MENU BOARD ® ONE 314" PVC CONDUIT (2412,1-#12 GRD, 14121G) " 1 FROM J -BOX TO LANE 2 MENU BOARD EXISTING MENU BOARD TO BE REMOVED �� e, O ONE 2" PVC CONDUIT (CAT6 DATA CABLES) FROM BUILDING TO LANE 1 MENU BOARD © ONE 1" PVC CONDUIT (CAT6 DATA CABLES) FROM - - - LANE 1 MENU BOARD TO LANE 1 PRE -SELL BOARD EXISTING CUSTOMER ORDER DISPLAY (ORDER POINT) -L- O ONE 1 114" PVC CONDUIT (CATS DATA CABLES) FROM L - - - J LANE 1 MENU BOARD TO LANE 2 MENU BOARD S ONE 314" PVC CONDUIT (2412, 1412 GRD, 14121G) AND ONE 1" PVC CONDUIT 0 (CAT6 DATA CABLES) FROM LANE 2 MENU BOARD TO LANE 2 PRE -SELL BOARD 1 k- i � 4 ATTENTIONq3r on law requires you to follow rules adopted by the Oregon Utility Notification Center. Those ru in OAR 952-001-0010through AR 952-001- 0090. You may obtain copies f the rules by calling the center. (Note: t 1 telephone number for the Oregon Utili Notification Center is 1-800-332 44). 1 HI'3 RM1T SHALL EXPIRE IF THE WORK AUTK ED UNDER THIS PERMIT IS NOT COMME OR IS ABANDONED FOR (NY 180 DA nRIOD. ENLARGED CONDUIT PLAN SCALE: 114"= l' -O" D 20' 30' 1' 20'v � 0 NORTH 0 10' 15 1'=10'.0' r DATE 71ml8 PROJECT IW61-M DESIGNED ADB DRAWN ADB CHECKED DAE ENLARGED UTILITY PLANS C1.1 GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. 3. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, SO THAT THE REPAIR IS IMPERCEPTIBLE. 4. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DESIGN, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH IMMEDIATELY. 5. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALSI PRODUCTS IN STRICT ACCORDANCE WITH THE MANUPS RECOMMENDATIONS AND INDUSTRIALIASSOCIATION STANDARDS. 6. CONTACT ARCHITECT AND COORDINATE WITH TENANT ANY ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREIN ANO/OR CLARIFICATIONS REGARDING THE CONTRACT DOCUMENTS. 7. NO CURRENT SURVEY WAS PERFORMED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTALAIERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAILVERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS IPSBE), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM THE CONTRACTOR'S FAILURE TO NOTIFY THE ENGINEER AND OWNER. 8, IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENT OF ANY KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL SIGNS ARE BY THE GENERAL CONTRACTOR. 3. EXISTING MENU BOARDS AND PRE -SELL BOARD TO BE REMOVED FROM BASES AND PLACED IN TEMPORARY STORAGE, COORDINATE WITH OWNERIOPERATOR FOR TEMPORARY STORAGE LOCATION. EXISTING BASES FOR MENU BOARDS AND PRE -SELL BOARD TO BE PROTECTED FROM DAMAGE. CONDUITS TO BE CAPPED TO PREVENT MOISTURE ENTRANCE. 1. ALL ELECTRICALICONDUIT RUNS ARE SCHEMATIC ONLY. CONDUIT SIZES AND ROUTING PROVIDED BY BAILIWICK 2. IT SHALL BE THE SIGN INSTALLER'S RESPONSIBILITY TO ENSURE THE PROPOSED SIGN LOCATION DOES NOT INTERFERE WITH ANY UTILITIES AND COMPLIES WITH ALL APPLICABLE CITY CODES. SIGN INSTALLER SHALL ALSO OBTAIN APPROVAL FROM THE APPROPRIATE ENTITIES PRIOR TO INSTALLING THE SIGN OVER ANY EXISTING EASEMENTS. 3. REFER TO THE BUILDING ELECTRICAL DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 1. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO: DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 2. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS, 3. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, OR OTHER MEANS OF PROTECTION, INCLUDING BUT IS NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 8 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. REMOVE EXISTING MENU BOARDS AND CAP CONDUIT PER SITE NOTES. INSTALL NEW MENU BOARDS AND ALL REQUIRED CONDUIT AND WIRING. REFER TO COATES MENU BOARD SHOP DRAWINGS FOR INSTALLATION INSTRUCTIONS. APPLICABLE BUILDING CODE. 2014 OREGON STRUCTURAL i❑ SPECIALTY CODE APPLICABLE ELECTRICAL CODE: 2017 OREGON ELECTRICAL SPECIALTY CODE USE GROUP. M - MERCANTILE BUILDING DEPARTMENT PHONE NO: (541)728-3753 EXISTING SIGNAGE AREA TO BE REMOVED: 84 SO FT NEW SIGNAGE AREA TO BE ADDED: 82.2 50 FT PROJECT ADDRESS: 5701 MAIN STREET SPRINGFIELD, OREGON 97478 WILLIAMS I M M RKFALORT I SCHOOOL h rn MAIN STREET SITE aD NORTH NEW DUAL PANEL OUTDOOR DIGITAL MENU BOARD i❑ REMOVE EXISTING MENU BOARD. SEE SITE NOTE 43 EXISTING CODICANOPY AND DETECTOR LOOP TO REMAIN NEW SINGLE PANEL OUTDOOR DIGITAL PRESELL BOARD3 `;. DUAL PANEL MENU BOARD. REFER TO MANUFACTURER SHEET FOR ~ FOOTING INFORMATION. aSINGLE PANEL MENU BOARD. REFER TO MANUFACTURER SHEET FOR FOOTING INFORMATION. LJ EXISTING SIGNAGE TO REMAIN EXISTING MENU BOARD TO BE REMOVED �� EXISTING CUSTOMER ORDER DISPLAY (ORDER POINT) -L-10 1L✓ ---J ck Lam'" 1 iri IT I ,ll I J kAREAOFWORK I ',Bwl ®� al® r � m ME 1 � EXISTING OVERALL SITE PLANSCALE: 1"= _ a NORTH IAC, "-' V ft(Al l�oc._cv. Lc.,A,x, \ O1 ONE 314" PVC CONDUIT (4.412, 1.812 GRD, 1-4121G) FROM PANEL CP TO J -BOX OONE 314" PVC CONDUIT(2-412, 1412 GRD, 14121G) FROM J -SOX TO LANE 1 PRE -SELL BOARD O ONE 314' PVC CONDUIT (2412,1412 GRD, 1-0121G) FROM J -BOX TO LANE 1 MENU BOARD ® ONE 314' PVC CONDUIT (2a112,1-#12 GRID, 1 #121G) FROM J -BOX TO LANE 2 MENU BOARD OONE T PVC CONDUIT(CATE DATA CABLES) FROM BUILDING TO LANE 1 MENU BOARD ©ONE 1' PVC CONDUIT (CATS DATA CABLES) FROM LANE 1 MENU BOARD TO LANE 1 PRE -SELL BOARD Q ONE I1/4'PVC CONDUIT (DAYS DATA CABLES) FROM LANE 1 MENU BOARD TO LANE 2 MENU BOARD 8 ONE 314"PVC CONDUIT (2-412, 1412 GRD, 1412 IG) AND ONE V PVC CONDUIT O (CAT6 DATA CABLES) FROM LANE 2 MENU BOARD TO LANE 2 PRE -SELL BOARD ENLARGED SITE PLAN SCALE: 1'= 10'-V 0 NORTH 6 \ 1 DRIVE THIV o ENLARGED CONDUIT PLAN SCALE: I'= 11i C_o.vu, ;, a� NORTH 020' 00• 0 10' I6' 0 i im ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesep.eke, VA 23320 757)622.28280 lar (757)622-6683 NO i�� VA 9J� 01 �N z C = o fn DATE 02912016 PRO.IECT 1651615 DESII Tec I— ee LNELNFD OAE SITE AND UTILITY PLAN C1.0 SIGN CABINET DESIGN BY OTHERS 971, 2'—�„ B TOP VIEW 2'-5'" MENU BOARD DESIGNED BY OTHERS 9.8"x3.9"xO.20" FABRICATED STEEL COLUMN BASE RATE COVER SLOPE TO SHED WATER ,_,, REBAR 12 C W(3 IN TOP 5" SUPP GEN. CONTRACT( U � W a a (4)"fix 44" LONG rn of a ANCHOR ROD W/NU & WASHER (GALV.) a 1 N ELECTRICAL/ILLUMINATION DESIGN BY OTHERS ALL STEEL SHALL BE HOT DIP GALVANIZED. OVER TURN 11-1131, 2'-0" DIA. (4)#5 REBAR \--(EQ. SPACED) SUPPLIED BY FRONT VIEW GENERAL CONTRACTOR 3" MIN. CONCRETE COVER X 2'-0" DIA. SIDE VIEW Notes: 1. Design Criteria: Building Code: 2014 Oregon Structural Specialty Code Model Code: IBC 2012 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 110 MPH Exposure C Category II 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a r motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. 9. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All high strength bolts shall be tightened using the Tum—of—Nut method unless noted otherwise. 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. 611 -�'oroe P 0 KOM Tmw &mme* ate kwkmmde of the Engineers swvke for use sci* with respect to chis Project The Eiapneer etre retain d maw kw, MAW and Ww reserved rights, in W&n the copyright They are not to ba used for w7 pwpm by mw other party eMda of the scope of this work w 9wut the spe A—k written may d of the Bginea. McDONALDS'S — SINGLE FACE MENU BOARD PHILADELPHIASIGN 707WESTSPRINGGARDENST"PALMYRA.NJ" 08065" P:856-829-1460" F:856-829.8549" THE KACHELE GROUP Consulting Engineers 1000 White Horse Road V. 8563,1&7111 Suioe 406 F: 856.346-7112 Voorhees, INU 08043 BY PROJECT NO. V.E.B. ps 18039 DATE 2-5-2019 ORAMING NO. ASCE 7-10 SIGN CABINET DESIGN BY OTHERS I& 4'-10" o �cr_ oF! TOP VIEW 4-10 MI DE AREA OF SCREEN WITH BEZEL 0.92M EACH [9.9ft] AREA OF SCREEN WITH BEZEL 0.92M EACH [9.9ft] 9.8"x3.9"x0.20" F STEEL COLUMN BASE RATE COVEI SLOPE TO SHED WATER -.4-J po (3)#3 REBAR 12" oa \\ (3 IN TOP 5" SUI BY GEN. CONTRA( Cn 7'Cn U a (4)J" 0x44" LONG CN ANCHOR ROD W/1 21 & WASHER (GALV. a a a 2'-0" DIA. FRONT VIEW ELECTRICAL/ILLUMINATION DESIGN BY OTHERS ALL STEEL SHALL BE HOT DIP GALVANIZED. 0R TURN 1 ��� (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER SIDE VIEW 2'-0" DIA. Notes: 1. Design Criteria: Building Code: 2014 Oregon Structural Specialty Code Model Code: IBC 2012 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 110 MPH Exposure C Category II 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a I" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. 9. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All high strength bolts shall be tightened using the Tum—of—Nut method unless noted otherwise. 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. These dammm are imbmnm6 of the Dor* 's service tar use solely with mepact to this Pmiwt The &0w shell mtdn all common lar, statutory and atter cmmvad rights, eickidng the mWOL That' are not to be used for any papaae by mW alter party outside of 8a ewpe of thio rack -shout the opecft rri6en mnemt of the Engineer. McDONALDS'S - DOUBLE FACE MENU BOARD faPHILADELPHIASIGN 707WESTSPRINGGARDENSTPALMYRA,NJ" 08065" P:856-829-1460' F:856-829-0549" THE KACHELE GROUP Consulting Engineers 1000 White Horse Road V. 856-346-7 111 Suite 406 F. 856.346.7112 Voorhees, INJ 08043 Z BY PROJECT N0. V.E.B. ps 18039 3 DATE 2-5-2019 OFAwINO NO.&SM 7-10 FOUNDATION SCHEDULE ULTIMATE WIND SPEED (SEE GEN. NOTES) FOOTING DEPTH D1 D2 110 3'-6" 3'-6" 115 3'-6" 3'-6" 120 3'-6" 3'-6" 130 3'-6" 3'-9" 140 3'-6" 4'-0" 150 3'-6" 4'-4" 160 3'-6" 4'-6" 170 S-9" 4,-9„ 180 4'-0" 5,-0" J"O HVY H NUT (GAL J" x44" LOI ANCHOR RI (GAU J"O HVY I NUT (GA TA0 AMMUK t$ULT DETAIL W 8" I r 4" L 4" BASE RATE DETAIL -j" THICK STEEL BASE RATE (4) J'xq" SLOTS ON AN 11j"O PATTERN 9.8'x3.9"x0.20" FABRICATED STEEL COLUMN / GUSSET TO 3116, RATE TUBE TO RATE TYP. OVER 9.8'x3.9"x0.20" FABRICATED STEEL COLUMN J'0 x 44" LONG ANCHOR j' ROD W/ WASHERS & NUTS a x" STEEL BASE n f �TE )4., ANCHOR BOLT x44" LONG ANCHOR PROJECTION DETAIL ROD W/ WASHERS & NUTS SECTION A -A TWO OF THESE SIGNS WILL BE INSTALLED A } ai��fia�Fi l A; �t.PB10f� #�ITEL 3 � These documents are instruments of the Engineers service for use solely with respect to this Project. The D4naer shall retain all common law, statutory and other reserved rights, including the copyrighL They are riot to he used for any purpose by any other party outside of the scope of this work without the specific written consent of the Engineer. McDONALDS'S 3 SITE. — MENU BOARD DETAILS Il PHI LAD ELPHIASIGN �ANGIX4 TN[ 40A L"'S •.-A.- TO llil 707WESTSPRINGGARDENST"PALMYRA,NJ" 08065' P:856-829-1460" F:856-829-8549" WEB:httc://www..•hiladelnhiasi n.com THE KACHELE GROUP Consulting Engineers 1000 White Horse Road V. 856-346-7111 Suite 406 F: B56-346-7112 Voorhees, NJ 08043 BY V.E.B. PROJECT NO. pS 1 8039 DATE 2-5-2019 DRAWING NO. ASCE 7-10 _I