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20160125 ROW Permit 04192016City of Yelm Permit No. PUBLIC WORKS 901 Rhoton Rd NW Application to Perform Work on Yelm, WA 98597 Public Right of Way and /or Connect Phone: 360- 458 -8406 to Utilities FAX: 360- 458 -8417 Name: a 1 R r v_Qr Tr► C J'G . k. i APPLICATION The undersigned hereby makes application to: c7 ►^ Location of work: I agree to perform the work in strict compliance with Yelm Municipal Code, Chapter the special conditions enumerated herein and the attached conditions I have read and will adhere to the general provisions applicable to permits contained on this form. The Public Works Department (360- 458 -8406) must be contacted for inspection 24 hours before work commences or this permit will be void. The Underground Utilities Coordinating Council (1- 800 - 424 -5555) must be contacted two (2) working days before proceeding with any excavation associated with this permit. Name: a 1 R r v_Qr Tr► C J'G . k. i Address: C ©I Porn 9 p Phone: 3 O 70 . S-8 Proposed starting date of installation: T p Duration: —r 2Y' f f sr Date: �y j (o Signature: -. c�` A PERMIT REQUIREMENTS I For Official se Pnly Fee $ /ZS. -- Issued V11 M, Fee Received $ 17�, '-- Applicatio Approval-- ' t Signature: Receipt Number To Be Completed By City Permission is hereby granted to perform the above described work subject to the general provisions contained on this form, and the following special conditions: A bond in the amount of is required to insure compliance with the above conditions, refundable upon satisfactory completion of work. No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with and received instructions from: Remarks: First Inspection Date: Inspector Final Project Completion Approval: __[_Dat_e Revised 03/09/2011 c U BY: -------------- - - - - -- 7 U City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: INTERCITY TRANSIT Address: 526 PATTISON RD SE OLYMPIA WA 98501 Property Information: Site Address: All YFI M AVF W Assessor Parcel No.: 82800001300 Contractor Information: Name: INTERCITY TRANSIT Address: CHERYL ARNETT 526 PATTISON RD SE OLYMPIA WA 98501 Contractor License No.: Project Information: Project: ROW Description of Work: Sq. Ft. per floor: Fees: Item RIGHT OF WAY Permit No.: 20160125 Issue Date: 4/19/2016 (Work must be completed within 180 days) Phone: 360- 705 -5877 Owner: Subdivision: Lot: Phone: Expires: 0 /00 /0000 CONSTRUCT AND /OR IMPROVE TRANSIT BUS PADS IN VARIOUS LOCATIONS, CITY WIDE. DATES OF PROJECT TO BE DETERMINED. F rst Heat Type (Electric, Gas, Other): i Second Third Garage Basement Contractor INTERCITY TRANSIT TOTAL FEES: Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and re ictions of record. If ap lyin as a contractor, I further certify that I am currently registered in th t e Washington Signature Date Firm k ,!� 1 A 1 /110 ,//►/1 .lam. \ d/%1% /• Fees $ 125.00 $ 125.00 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: cju Of Yell (36 ) 458 -3244 REC #: 00229122 OPER: CO TERM: REF #: 20393 PAID BY: TRAN: 33.0000 20160125 INTERCIT Y 611 YELM ROW TENDERED: APPLIED: 4/19/2016 11:42 AM 001 BUILDING PERMITS 125.00CR TRANSIT AVE W 125.000R 125.00 CHECK 125.00- CHANGE: 0.00 rrr(- JTERCITY N TRANSIT 1 I / BUS STOP PA,.D"G bNS�i�J�TION AND IMPROVEMENTS / t � YE, - ;QLXMPIA, t -AdEy, TU%1WATEk -WSDO "AND THURSTON COUNTY WA MASON COLkM i- - n*FISTOr -- - - - - I �I �I SH€u- wL)E -X I 1 I g: \Projxl \2015 \15212 it bus stop impro mwt YELM.Nq Eolt ^� -% 1 r5 OLYMPIA LACEw r' . r • j TUMWATER 1 v� v� #737 #747 ` 1739 1 h � w SKILLINGS CONNOLLY 5016 Lacey Boulevard SE, Lacey, WA 98503 Ph.: (360) 491 -3399 www.skillings.com GENERAL MANAGER ANN FREEMAN- MANZANARES INTERCITY TRANSIT AUTHORITY JOE BAKER BUD BLAKE JEFF GADMAN NATHANIEL JONES, CHAIR DON MELNICK KAREN MESSMER DEBBIE SULLIVAN RYAN WARNER, VICE CHAIR ED BRICKER APPROVED FOR CONSTRUCTION BY: -------------- - - - - -- NAME AND TITLE DATE APPROVED "L" JVI DATE I REVISIONS J JOB NUMBER DESIGNED Y: E OTT 12 15 I LEE 12/15 N0. DATE ��° w ` SKI LLI NGS NT E R � 1 VICINITY MAP 15212 ENTERED BY: ���' C 1 HECKED : T.HORTON 12/15 E Po� CONNOLLY BUS STOP PAD CONSTRUCTION SHEET PROJ. ENGR.R.: i.HORTON 12/15 ��rsreo TRANSIT 2 u. Plotted By Eric Ott on 1/28/16 4:21 PIA Q 4�r0HALENb•� 5016 Lacey Boulevard SE, Lacey, WA 98503 OF Ph.: (360) 491 -3399 www.skillings.com WA AND IMPROVEMENTS 6 Pro' cl 1015 15212 it bus stop im ow:ment 2016 CAD Drown 5 construction oductbn 15112_YELM NCINITY_dw Eotl 1/28/16 4:08 PM YELM SHEETS EXISTING CONDITIONS 6'* - MATCH EXISTING A 1.5% ` RE 2' ALL TRANSITIONAL RAMP (TYP) PROPOSED BUS PAD DATE REVISIONS BY: IAN LEE 1 12/2015 INO.1 DATE PROJ. ENGR.: T Plotted By. Eric Ott w 1/28/16 4:22 PY CONTRACTOR TO VERIFY DEPTH Of EX CULVERT & PROTECT -IN -PLACE MAINTAIN 2" LIP AROUND BUS PAD GENERAL NOTES (STREET CONSTRUCTION) 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. 6't MATCH EX SIDEWALK WIDTH SECTION A -A N. T. S. 5.5'± EX PLANTER STRIP WIDTH 4" 1.5X 1 • 2' MIN -- - - -- LEGEND O4.. CEMENT CONCRETE CRUSHED SURFACING TOP COURSE (CSTC); MAY BE REPLACED WITH EQUAL DEPTH OF CONCRETE. PROPERTY RESTORATION (SEE SPECIAL PROVISIONS) ® COMMERCIAL HMA s�"'� SKILLINGS � STOP #737 - i`"' I N T E RC? 1507 YELM AVE W CONNOLLY BUS STOP PAD CONSTRUCTION TRANSIT U & Q�9rONALEN 5016 Lacey Boulevard SE, Lacey, WA 98503 Ph.: (360) 491 -3399 www.skillings.com YELM WA IMPROVEMENTS 6 NUMBER 15212 OF 6 SNn TRASH RECEPTACLE 'p%,T..TO BE REMOVED BY OTHERS Y� /t. �'•ii� v EXISTING CONDITIONS 5.5'1 r MATCH EXISTING A/ PROPERTY RESTORATION; 2- ALL SIDES, MAINTAIN 2- LIP A yy a� a PROPOSED BUS PAD GENERAL NOTES (STREET CONSTRUCTION) 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. 5.5'1 EX SIDEWALK WIDTH — 1.576 4^ - -- - -- -- ---- - --- -- r - --- -s - -• 2' MIN LEGEND 4., CEMENT CONCRETE CRUSHED SURFACING TOP COURSE (CSTC); MAY BE SECTION A —A REPLACED WITH EQUAL DEPTH OF CONCRETE. N.T.S. PROPERTY RESTORATION (SEE SPECIAL PROVISIONS) ® COMMERCIAL HMA DATE I REVISIONS PN Syg�� • STOP *738- 15212 NUMBER DESIGNED Y: IAN LEE 12/2015 N0. DATE �� °fw�+i G' ` 5CONNOLLY SKILLINGS ENTERED BY: E OTT 12/2015 �` "' � I NT E R? 1117 YELM AVE W CHECKED BY: T HORTON 12 2015 c BUS STOP PAD CONSTRUCTION & SHEET PROJ. ENGR.: T HORTON 12 2015 T R A N V ' T 610YJ � Q d�Po18TeR�G \ 5016 Lacey Boulevard SE, Lacey, WA 98503 a Plotted 8g Eric Ott m I /28/16 A:22 PAI r°H.�F11 Ph.: (360) 491 -3399 www.skillings.com 6 Pro ct 2015 15212 it bus stop in rov wt 2 016 CAD Drown s conslruclian oduction 152t2_Ydm_73B.dw IMPROVEMENTS Eott 1 20 I6 6:A5 AM YELM WA SHEETS EXISTING CONDITIONS TION GENERAL NOTES (STREET CONSTRUCTION) 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. I SECTION A -A N. T. S. I 2" LIP AROUND BUS PAD COMMERCIAL `I- 6r r LEGEND HMA, TRANSITION 1�5 A ' I � 4., CEMENT CONCRETE PROPOSED BUS PAD REPLAC DSNTH EQUAL DEP HOOF CONCRE�TE.AY BE PROPERTY RESTORATION (SEE SPECIAL PROVISIONS) ® COMMERCIAL HMA DATE REVISIONS �F,,.� JOB NUMBER DESIGNED BY: IAN LEE 12/2015 NO, DATE �pNBH'G SKILLINGS STOP X739- 15212 INTER I ENTERED BY: E OTT 12 2015 Qq``�. -. 611 YELM AVE W CHECKED R.: T HORTON 12 2015 CO��O�� a- Y S` � BUS STOP PAD CONSTRUCTION & SHEET PROD. ENGR.: T HORTON 12 2015 TRANSIT-- A N V ' T r 5016 Lacey Boulevard SE, Lacey, WA 98503 OF Rotted By: Eric Ott on 1/28/16 4:22 PM 7011ALE Ph.: (360) 491 -3399 www.skillings.com 6 Pro' ct 2015 15212 it bus stop im ov wt 2016 CAD Drowin s construction oduction 15212_Yelm_739.dr Eott 1/28/16 408 P4 IMPROVEMENTS YELM WA SHEETS EXISTING CONDITIONS R MP AL TYP PROPOSED BUS PAD MAINTAIN 2" LIP AROUND BUS PAD 2' NERAL NOTES (STREET CONSTRUCTION 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. 6't MATCH EX SIDEWALK WIDTH SECTION A -A N. T. S. 5.5'± EX PLANTER STRIP WIDTH 4" 1,5X 2" MIN - - LEGEND 4" CEMENT CONCRETE CRUSHED SURFACING TOP COURSE (CSTC); MAY BE REPLACED WITH EQUAL DEPTH OF CONCRETE. PROPERTY RESTORATION (SEE SPECIAL PROVISIONS) ® COMMERCIAL HMA DATE REVISIONS N Sy STOP #747- JOB NUMBER DESIGNED BY: IAN LEE 12 2015 NO. DATE �v u� ,yN J 15212 ENTERED BY: E OTT 12/2015 Q��` ` SKILLIIyGS I NTE RC I 1120 YELM AVE W CHECKED R.: T HORTON 12/2015 CONNOLLY BUS STOP PAD CONSTRUCTION & SHEET J. .: T NORTON ,2 2D,5 T R A N S 1 T a• �I 8TER4 \� � 5016 Lacey Boulevard SE, Lacey, WA 98503 OF Plotted ct Eric Ott 12 t bus 6 4:22 ro rONAL6N Ph.: (360) 491 -3399 www.skillings.com IMPROVEMENTS 6 Pro' ct 2015 15212 it bus stop in rovement 2016 CAD Drown s construction oduclbn 15211_Ydm 747.dw Eott 128 16 4:08 PIA YELM WA SHEETS