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Home My WebLink AboutLongares Phase II_Abdoul_v.2Legal Descriation LOT A OF LOT LINE ADJUSTMENT NO. LUA-11-049-LLA, RECORDED SEPTEMBER 13, 2013 UNDER RECORDING NO. 20130913900001 IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION THEREOF CONVEYED TO BNSF RAILWAY COMPANY BY DEED RECORDED UNDER RECORDING NO. 20131206001379 TOGETHER WITH LOTS 10, 15, 16, 17, 18, 19 AND TRACT C OF BOEING LONGACRES PROPERTY, BINDING SITE PLAN NO. LUA-02-022-BSP, RECORDED IN VOLUME 212 OF PLATS AT PAGES 63 THROUGH 69 AND AMENDED IN VOLUME 219, PAGES 67 THROUGH 73 AND VOLUME 228, PAGES 22 THROUGH 27, IN KING COUNTY, WASHINGTON. A At 1200 AND 1300 SW 27TH RENTON, WASHINGTON 2 BUILDING PERMIT RESUBMITTAL JANUARY 18, 2016 Horizontal Datum NAD 83/91 Vertical Datum NAVD 88 - CITY OF RENTON DATUM Utility Providers: SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 POWER AND NATURAL GAS TELEPHONE Site Information TOTAL SITE AREA = 17.38 AC TOTAL WORK AREA = 15.43 AC PUGET SOUND ENERGY MUNICIPAL LAND PLANNING 815 MERCER STREET SEATTLE, WA 98109 1-800-CALLPSE (206) 224-2120 U.S. WEST LOA GROUP PO BOX 625001 LITTLETON, CO 80162 Vicinity Map NOT TO SCALE D , Site Owner LONGACRES RENTON, LLC 3900 E. CAMELBACK, SUITE 100 PHOENIX, AZ 85018 (602) 322-6126 CONTACT: DAVE WILLIAMS Architect COLLINS WOERMAN 710 SECOND AVENUE, SUITE 1400 SEATTLE, WA 98104 (206) 245-2100 CONTACT: NICHOLAS FUNARO Engineer COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 CONTACT: TIM BROCKWAY, PE 12100 NE 195TH STREET, SUITE 300 Surveyor WHPACIFIC BOTHELL, WA 98011 (425) 951-4800 Sheet Index CO.00 CIVIL COVER SHEET CO.01 GENERAL NOTES C1.00 DEMOLITION OVERALL PLAN C1.01 DEMOLITION PLAN C1.02 DEMOLITION PLAN C1.03 DEMOLITION PLAN C1.04 DEMOLITION PLAN C1.05 DEMOLITION PLAN C1.06 DEMOLITION PLAN C1.07 DEMOLITION PLAN C1.08 DEMOLITION PLAN C2.00 TEMPORARY EROSION CONTROL OVERALL PLAN C2.01 TEMPORARY EROSION CONTROL PLAN C2.02 TEMPORARY EROSION CONTROL PLAN C2.03 TEMPORARY EROSION CONTROL PLAN C2.04 TEMPORARY EROSION CONTROL PLAN C2.05 TEMPORARY EROSION CONTROL PLAN C2.06 TEMPORARY EROSION CONTROL PLAN C2.07 TEMPORARY EROSION CONTROL PLAN C2.08 TEMPORARY EROSION CONTROL PLAN C2.10 TEMPORARY EROSION CONTROL DETAILS C2.11 TEMPORARY EROSION CONTROL DETAILS C3.00 PAVING OVERALL PLAN C3.01 PAVING PLAN C3.02 PAVING PLAN C3.03 PAVING PLAN C3.04 PAVING PLAN C3.05 PAVING PLAN C3.06 PAVING PLAN C3.07 PAVING PLAN C3.08 PAVING PLAN C3.10 PAVING DETAILS C3.11 PAVING DETAILS C3.12 PAVING DETAILS C4.00 GRADING AND DRAINAGE OVERALL PLAN C4.01 GRADING AND DRAINAGE PLAN C4.02 GRADING AND DRAINAGE PLAN C4.03 GRADING AND DRAINAGE PLAN C4.04 GRADING AND DRAINAGE PLAN C4.05 GRADING AND DRAINAGE PLAN C4.06 GRADING AND DRAINAGE PLAN C4.07 GRADING AND DRAINAGE PLAN C4.08 GRADING AND DRAINAGE PLAN C4.10 DRAINAGE DETAILS C4.11 DRAINAGE DETAILS C4.12 DRAINAGE DETAILS C4.20 STORM DRAINAGE PROFILES C4.21 STORM DRAINAGE PROFILES C4.22 STORM DRAINAGE PROFILES C4.30 DETENTION POND PLAN AND PROFILE C4.31 DETENTION POND PROFILE C4.32 DETENTION POND INLET PROFILE C4.33 DETENTION POND OUTLET PROFILE C5.00 UTILITY OVERALL PLAN C5.01 UTILITY PLAN C5.02 UTILITY PLAN C5.03 UTILITY PLAN C5.04 UTILITY PLAN C5.05 UTILITY PLAN C5.06 UTILITY PLAN C5.07 UTILITY PLAN C5.08 UTILITY PLAN C5.10 UTILITY DETAILS C5.11 UTILITY DETAILS C5.12 UTILITY DETAILS C5.20 UTILITY PROFILES C5.21 WATER PLAN AND PROFILES C5.22 COMM PLAN AND PROFILES C5.25 WATER PROFILES C5.26 WATER PROFILES �I� yod�7i �r7wMi�sr$ a� G S.o2 Uri LCOGIA ►am�nu^ti 475, a3o. �lLo TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACRES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: Av C 5.2b 1 G , , I, I ' PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE I NUMBER Cover Sheet P15TBB-004 SAS 1/18/2016 C0500 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK T DATE I DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PE �o y z �Q 36936 9 'CIsT0, UNAL 1118I16 SHEET TITLE I NUMBER Cover Sheet 4Z Como Construction Sequence: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1-800-424-5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION, 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS, 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. 8. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED. 9. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. 10. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. Demolition Notes 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 3. CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. 4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. 5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 6. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 8. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 11. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER, 12. NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 14. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 16. MAKE CUTS AT CLOSEST PAVING JOINT. 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING BE ON SITE. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. 18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 20. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING 21. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. Erosion Control Notes 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE,LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURI �5,QUARHE PRIOD OF NOVEMBER 1\ OUGH M 31, ALL PROJECT DISTURBED SOIL TER THAII� BE L ORKED E THAN OURS, SHALLBEVE, SODDING, OR PLASTIC CON,, 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24'x5O'x8" OF 4-6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. General Paving Notes 1. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. ALL ASPHALT CONCRETE WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CITY OF RENJON STANDARDS AND SPECIFICATIONS. 4. ALL ASPHALT CONCRETE WORK ON THE PROJECT SITE SHALL CONFORM TO TH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION". 5. ALL ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 5-04 UNLESS OTHERWISE SPECIFICALLY NOTED. 6. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 7. STERILIZE ALL AREAS TO BE PAVED WITH A SOIL STERILANT, PRAMITOL 25E OR EQUAL, AS RECOMMENDED BY THE MANUFACTURER. 8. AGGREGATE SHALL BE TYPE CLASS B, 1/2 INCH MAXIMUM MEDIUM GRADING, CONFORMING TO SECTION 9-3.8 OF THE WSDOT-APWA. ASPHALT BINDER SHALL BE PAVING ASPHALT, GRADE AR-4000, AND SHALL COMPLY WITH SECTION 9-02.1 OF WSDOT-APWA. ASPHALT CONCRETE MIXING AND PROPORTIONING SHALL COMPLY WITH SECTION 9-03.8 OF THE WSDOT-APWA. 9. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSDOT- APWA SECTION 4-04 AND SHALL MEET THE REQUIREMENTS OF WSDOT-APWA 9-03.9(3). 10. CONTRACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID IN ACCORDANCE WITH 5-04.3(5)A. 11. SAWCUT EXISTING ASPHALT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING. 12. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEW ASPHALT PAVEMENT. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. 13. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SATISFACTION ANY AREA THAT DEFACEMENT OR DAMAGE HAS OCCURRED AT NO COST TO THE OWNER. 14, CONTRACTOR SHALL AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE THE POTENTIAL FOR INSTABILITY AND EROSION. 15. CONTRACTOR SHALL NOT PAVE IN RAIN, WHEN SUBGRADE IS WET OR FROZEN, AND WHEN TEMPERATURES ARE BELOW 40 DEGREES F. 16. CONTRACTOR SHALL PROTECT ALL FINISHED SURFACES. ALLOW NO HEAVY OBJECTS TO BE MOVED OVER FINISHED SURFACES. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, AREAS SHOWING SETTLEMENT, AND ANY OBSTRUCTIONS TO POSITIVE DRAINAGE. CONTRACTOR SHALL NOT ALLOW VEHICULAR TRAFFIC ON ASPHALT PAVEMENT UNTIL IT IS COOLED AND HARDENED AND IN NO CASE SOONER THAN 6 HOURS AFTER PLACING. 17. CONTRACTOR WORK CORRECTIONS INCLUDE AGGREGATE SEPARATION, SOFT SPOTS, AND EXCESS POROSITY. CONTRACTOR SHALL REPAIR RACKS, UNSATISFACTORY ELEVATION IRREGULARITIES IMMEDIATELY UPON NOTIFICATION, AND REPLACE ANY PAVING NOT DRAINING PROPERLY AT THE CONTRACTORS SOLE EXPENSE. 18. LEAVE PREMISES CLEAN AND FREE OF RESIDUE OF WORK FROM PAVING. Storm Water Drainage Notes And Specifications 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.,anj' 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN LIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS C, WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). 19. BEF NY CO UCTION OR DEVELOPMENT ACTMTY OCCURS, A T B THE C OF P S D ER. 20. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 21. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 22. THE EROSION AND SEDIMENTATION CONT SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM EQUIREMENTS TO MEET ANTICIPATED SI DITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL C DITIONS DICT , THE PERMITEE SHALL (PATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 'IL BE NEC ARY T NSURE CO IL N CONTROL PROPOSED SITE. DU URSE OF CONS , IT SHALL TH LIGATION PON OF TH EE RESS ANY NEW IONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO P E ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 24. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 25. IN ANY AREA WHICH HAS B RIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD (30 DAYS OR MORE: ALVMTUR S MUS IMMEDIATELY STABILI WITH MULCHING, GRA NTING OR OTHER LY D RIN THE ONTF IN INTER F THE BY THE CITY OF RENTON, wino L'i�I1'u 0M. BE LOCATED CABLE 0 THE TIME OF R. S SEEDING A E WILL CCEPTABTE PTEM R, INCLUSI .SEEDING AY PROCE HOWEVER, WHE IT IS BUST D W MULCHING, N ING OTHER TREATMENT APPROVED SPECIFIED TIMPWRIOTS 'OL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, NCE EE FEET, 3:1 SIDE ES. IT ET X 50 ET X 8 CHES OF 4 TO 6 ARRY SPACES LAIR INGR EGRESS TO STRUCTION SITE. TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACRES AVE SW CONSULTANT C O U G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: , PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER General Notes P15TBB-004 SAS 1/18/2016 C0001 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 CONSULTANT C O U G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF RENTON REC'=IV'ED n JIAN ^" E U', .- PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PETS Zz �Q 36936 Cl S f cv. ONAL E I I8116 SHEET TITLE I NUMBER General Notes C0001 -,. 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I ~ I � rn was TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11 /12/2015 BUILDING D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 01;Mr.wan PROJECT NUMBER P15TB6-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Demolition Overall Plan C1.00 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT C OU G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING V PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL � o ti z 0 36936 y� ONAL E� I��OI16 SHEET TITLE / NUMBER Demolition Overall Plan C1 I II I� I� III Il,ll IIII IIII I I II II III I I � I w \1 LOW POINT TEL LINE 45.1' (72') Call before you / / / / '� SL' �� r it A I� `i // l Dg.8-1-1 ��.., 39' POPLAR \_. % / / % / / 10' ACACIA l SD i ,� a / r or 1-800-424-5555 // I D �y SD ' _w-- o io 20 40 UNDERGROUND SD SCALE 1"=20' SERVICE (USA) y c �• �' / / / I toK OPiAR / � / / / / I / I j � �_ _ ✓ / �--f"_7--`% i r � ' 42' POPLAR r REMOVE EX'CONCRETE J � #40 >o� z , �� 0 � r i l r I �, � i► t! i I <�, , � p�•- / y � 00R�ri �q I J J/Lt 49 \ \ 400p ,I r s IPR-- r. _ A I �/ ri''� 0100 ravow // 101 000 lie` ti Ct�V�ERV I� 6" E IkND 118.46 IE'V 2" W vrEN� h 8.84 I --LOW\POIN� TEL LIVE 39.5' (7�2 }'r ii I r i —.. 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END SAWCUT AND REMOVE EX SIDEWALK I - = - r llWn "o I N _ - 1 SAWC - -- - -- - - - - UT 6 RE 0 iEXJ i CURB / \ CB, TYP SOLID LID 15J1 8" CPP E 12.59 8" CPP W 12.55 SID r" SD - SD _ _ - S, SD- - SD`_--_ ==_� -- - C F .D so SW 17th Street --- FM CONDUT-IN-STAW 5- --ND REMOVE -� -E AVEMENT _ --- - ASPHAL SAWCUT A ! FOR CONDUIT INSTAL ON ` SA UT AND FO CONDUIT EX PI ITION 71 ) ASPHALT \, _ - 8 ,- - _ _ - -�--- -- P�P E 15.08 ��i - 1---_.`"�--=.� -r0. - �-- CONC - _ E 18. BR - - FBR � — _-- 2 C rt - - =_�- - -g — wow SA CUT ANj 7 r - i YsR FBR - ___ - - _�- _ f CURB AND—i' 2 �� - - so FB z rrPe� FBR CO �B 2a.5o1 R CONDFO � �-12° CPP W 20.90 APPROX S. 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PER BMP C200 - — — CONSTRUCTION FENCE - PER BMP C103 SILT FENCE - PER BMP C233 INLET PROTECTION - PER BMP C220 STABILIZED CONSTRUCTION ENTRANCE gQc�c rr` PER BMP C105 PLASTIC COVERING (ON CUT SLOPE) PC PER BMP C123 ATE SURFACE SHORING BY OTHERS CONSTRUCTION ENTRANCE CE SEDIMENT POND SP INLET PROTECTION IP OUTFALL PROTECTION OP PLASTIC COVERING PC / Legend EXISTING REMOVE PROPOSED RIGHT OF WAY PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL L_ J ROCKERY C 3 CURBING _----- CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINES= SANITARY SEWER LINE---',' - POWER TELEPHONE LINE T GAS LINE C TREE W/ PROTECTIONS yl WATER METER/VALV 45M -Q STORM CB/MH [ ] Q SANITARY SEWER MH/CO1' a GAS VALVE/METER STREET LIGHT ASSEM � TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343 0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION j 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE I NUMBER TESC Plan P15TBB-004 SAS 1/18/2016 C2001 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW YA N CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11 /2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PE ti � ro �Q 36936 9 UNAL V, I�I$116 SHEET TITLE I NUMBER TESC Plan C2001 I7 -1— !'I ► IWII 1 '„ m( r -p r ' I I I� II I 0 1 o III m INSTALL SILTfNCE � ,- A, SEE DETAIL II'00 N 10I 71� mm I in 11! 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TREE W/ PROTECTIOR SEE ETAILI f 4 1 I WATER METER/VALV IF m- C210 STORM CB/MH I m SANITARY SEWER MH/CO( ) o GAS VALVE/METER M � STREET LIGHT ASSEW�) TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 1 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 1-1 ..a 0 0 m 1%m PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER TESC Plan P15TBB-004 SAS 1/18/2016 C2002 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW iRYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID # PACKAGE 2 I ADDENDUM #1 11 /09/2015 BID PACKAGE #2 I ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL z0 �Q 36936 q 71S1��EGt SHEET TITLE I NUMBER TESC Plan C2002 h n 1f 0 ( T m� zm om o m 14 I1� / zot lzz mD A S I ER I ( INBT%1L I SILK FENCE m S E D AIL c j I I• y o A I<I m m r om VI 0 ,nl �I1Cz m m r i1 r II 1 r I m, m mll L. m II NI II ml m 01 Ln o uvr p o Imz r I I NImII ' STALL SILT FENCE mS DETAIL , 0 I I N I00 � I I II C I II I I ml I mI I. I II I I D cp Y ce I m to rn 1 rk I I I I I i IY PUMP RUNOFF STORM SYSTEf, ABOVE GRADE W/ WATER TIG I r I T I I PROTECT E; UTILITIES AND OVERHI POWER AT ALL TIMES ' II I _ I I I I I I T II I j f I ' I I I '\ I ' I \ I \ I I X � T I I I PUMP RUNOFF STORM SYSTD ABOVE GRADE W/ WATER TIC I � II I I II I I I I I I I I I I I II I _ I I Match Line - See Sheet C2.02 O� Building CI FF= 23.00 31LIZED ACCESS ROAD - DETAIL MOVABLr-5 SUMP AND SEE DETAIL INLET PROTECTION SEE DETAIL C2.10 r — — PUMP RSNOFF WATER TO EX / STORM SYSTEM WITH TEMP / ABOVE GRADE PVC PIPE r{ / W/ WATER TIGHT JOINTS i < > — — — — — — > - — — — — — �— -- ----- --_ ?�-----�---- �X---- >— ��— Qc INLET PROTECTION INLET PROTECTION SEE DETAIL INLIQ SEE DETAIL cC SEE c ?, , STABILIZED ACCESS ROAD SEE DETAIL cC2 o -- _—---—— — — — — —z I USE OF INTERCEPTOR SWALES REQUIRED UNTIL CONVEYANCE SYSTEM IS INSTALLED I 'E FLOW TO (TP) STABILIZED ACCESS ROAD SEE DETAIL c`z�o __.J TO SUMP (TYP) - Building's?` / FF= 24.00 a SURF, - - 2-- - - SUMP i Match Line - See Sheet C2.04 11 INLET SEE INLET SEE I STABILIZED ACCESS ROAD SEE DETAIL c2 FLOW TO TYP) !ac Call before you D g.8-1-1 f j l a or 1-800-424-5555 UNDERGROUND JI SERVICE (USA) I I I I�I E I I I T I � INSTALL SILT �FEN�CEI / I O SEE PETAILII Y 1 [V ;m I U I I � CONS IRU,CT0 FENI!E v I N SEE DETAIL l I — -WI LIMIT 1 1 —�--- --I IX--i C J Iy��•• II— ilwll S I Tesc Legend omommma vl I I I INTERCEPTOR SWALE - PER BMP C200 - — — I CONSTRUCTION FENCE - PER BMP C103 D I SILT FENCE - PER BMP C233— I rll INLET PROTECTION - PER BMP C220 I STABILIZED CONSTRUCTION ENTRANCE 1 ° PER BMP C105 /•J PLASTIC COVERING (ON CUT SLOPE) PC I' I PER BMP C123 I I ATB SURFACE II SHORING BY OTHERS �>--�— I II i i CONSTRUCTION ENTRANCE CE I I I SEDIMENT POND SP t i f II �I INLET PROTECTION P I I' 1' OUTFALL PROTECTION OP II: PLASTIC COVERING PC I1 Legend 1 1 m EXISTING REMOVE PROPOSED \ u \ I RIGHT OF WAY — \ 1 j I PARCEL LINE \ i ASPHALT PAVING \ 1 CULVERT, 1.sa DIJ" `1 1 C ONCRETE PAVING IL E END �21.7? IL vV END h.1d 9v BUILDINGS L 1 GRAVEL ROCKERY C2 CURBING — -- 1 CONSTRUCTION LIMITS LIMIT � SEE DETAw� C2 0 1 II j--INSTALI fLT FENC SEE D AIL 4 1 I� I 1 WATER LINE W STORM DRAINAGE LINE SD SANITARY SEWER LINE POWER TELEPHONE LINE T GAS LINE G TREE W/ PR OTECTIOtjui� WATER METER/VAL /F N STORM CB/MH LA SANITARY SEWER MH/CO! � GAS VALVE/METER R1 a❑ STREET LIGHT ASSEMB TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER TESC Plan P15TBB-004 SAS 1/18/2016 C2003 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 V4 CONSULTANT C O U G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM 41 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL wET�y' cs; 10 ti z �Q 36936 �CIST��E Gt� vi'\AL E� III$II� SHEET TITLE / NUMBER TESC Plan C2003 E14. GE TO EX STORM P SD = 39* POPLAR% / / / / k 0" ACACLA Sp / / // // // �/; /� // �� / I i SD i i 0 TREE PROTECTION FENCE / SEE DETAIL i •, 31 OPlARC_10 , 0/// 7 l / / / /O" POPLAR / s // / /. / / /// // i I z I � I zz i Ao j o I it // I /� I III � EiJIS LOW POINT i i r� V /, �, /L � / I / I CONS RUCI�N F E TEL LINE / SEE ETAI 2 45.1' (72') F> �� o o j I m ? ( �t'� / /l j -' I z - o O C INSTAL S111 FEN4EI I �+ �� >/ I I �� PUMP CLEAN WATER TO ENSURE I �� SEE ETyaIL GRADES DIRECT FLOW OFF -SITE 4 38 LAR l / ABOVE GRADE 6" PVC PERFORATED , PIPE W/ WATER TIGHT JOINTS r j � [� L (rl �/4*"--TREE PROTECTION FENCE SEE DETAIL ILI I r , o y 1 J9, POPLAR L I \ \ I 000 I0100 ,N I loom LIMITS ..�. LIMIT.... ,� _ BERM EL = 18.0 -�- J INSTALL SILT FENCE �. 0100 �"<� �/ SEE DETAIL IV 1 ' r I � i E P 0 E SL ® I / 0 MPx INSTALL 51 FENCE) SEE )ETAI QF / _ Call before you TITLE Wr Dg. 8 I I LONGACRES o 10 zo 40 or I-800-424-5555 UNDERGROUND BUSINESS SCALE 1°=20' SERVICE (USA) CENTER Sp _ -'s-- 1 1 / o0 SW 27TH ST & NACHES AVE SW /(all RYAH If, 1/ // // / BUILDING LASTING RELATIONSHIPS CONSULTANT C OU G H LI N PORTER LUNDEEN I \ 900 801 SECOND AVENUE - SUITE SEATTLE, WA 98104 I P: 206/343-0460 \I \ \_ F:206/343-5691 \ _ A CONSULTING I \ STRUCTURAL AND CIVIL ENGINEERING CORPORATION / \ ISSUED: I \ - 8"=RR r m \\ �V DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 I \� 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT I \ \ 1/08/2016 BUILDING PERMIT RESUBMITTAL \ I KEY MAP: Legend ��p T EXISTING REMOVE PROPOSED RIGHT OF WAY MOVABLE 55 GALLON I I I SUMP AND PUMP SEE DETAIPARCEL LINE L 11 --- c`,a ASPHALT PAVING CONST N FE �E I \ v SEE D III LT / �� CONCRETE PAVING C210 m I Temp Sediment Pond I , - I�. i SEDIMENT POND BOTTOM EL= 12.0 I ' BUILDINGS i \ SEDIMENT POND BERM �EL= 18.5� l- - -1 I `• � � LIMN � �+�ywE � as I � SURFACE AREA @ ELF 18.5 42,312 SF n TTT V) IE�V2" 4J EN .84 I GRAVEL I Tesc Legend �- -- -� - I LOW O NT VOL = 57,722 CF REQUIRED ROCKERY cc0z] i a- - - - - -5, - - } \ V L = 52,889 CF PROVIDED I 1 \ � ' I ' AEA = 16,506 SF REQUIRED (EL= 17.0) I INTERCEPTOR SWALE -PER BMP C200 - - - CURBING >I m J I INSTALL RIP RAP PAD � I I I SEE DETAIL/ �y � I ' AREA =37,281 SF PROVIDED EL= 17.0 I I �� 11w1 I J 11 CONSTRUCTION LIMITSIIIIIIIIIIIIIIIIIIIIIIII LIMITIIIIIIIIIIIIIIIIIIIIIIIII h`w c� I1 oQ� ✓ CONSTRUCTION FENCE - PER BMP C103 - I�I WATER LINE W ~ SILT FENCE - PER BMP C233 STORM DRAINAGE LINE —SD— INLET PROTECTION - PER BMP C220 SANITARY SEWER LINE --SS , � STABILIZED CONSTRUCTION ENTRANCE POWER P PER BMP C105 4:fi MAX SLOPE ' TELEPHONE LINE PLASTIC COVERING (ON CUT SLOPE) PC ter/ PER BMP C123 GAS LINE G �\ .' 70' ATB SURFACE '" ,; f o r _ - - r.". L TREE W/ PROTECT IOtt / SHORING BY OTHERS WATER METER/VALVE/FHH X Q - , - 4:1 � SLOPE � � lwl� .►. _ ' `� 11W1 � � -- _ �� r T 1IWIl CONSTRUCTION ENTRANCE CE STORM CB/MH o - -- - - I m -� I � I � BERM EL- 18.0 PAR , EMERGENCY SPILLWAY IonSANITARYPOND SP SANITARY SEWER MH/C0 0 GAS VALVE/METER 9 Ed INLET PROTECTION IP STREET LIGHT ASSEMBLt--;� TREE PROTECTIO FENCE \ I OUTFALL PROTECTION OP n� I �� '•� � ca �l�llWll ► � A � � �� r� / I -SEE DETAIL 10 I 1 0 I A �t r �h C.. V V AAA �, ��1 � / PLASTIC COVERING PC �� o�-�` ormir.mom PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER TESC Plan C2006 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDING LASTING RELATION&HIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL It, irty" . k�0 o- � O ti z �Q 36936 O UNAL E�G,� IIISII6 SHEET TITLE I NUMBER TESC Plan i C2006 TITLE 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE Duty Light DPavement HeavyDuty Pavement L 0 N GAC R E S PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED S Y Y VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR BUSINESS IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL CONSTRUCTION WORKING �p�arFp BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. GRADE of l CENTER 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) " ono poQQj 0 ox� 9 cy � ok� 00�0� Q � ,�� of, FINISHED GRADE PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING o` 00p Q Op�fl �a00 O o �2 0 UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THEj0O0 Gb o OO poQ CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. ��JO �CO�o�O�� C ` �DOCV �Do �O�OQ�OOC'DOQ�p O� OQ�O 00 �oOQ o0 IIIIIIIIII III III II II IIIIIII II III III IIIIIII1I o o 0 oa Oaf o �0�00 �g000 G QoQ� p p o00 0 OoO 1=II=11=II=11-11 11=1_I=11 11=11=11 11=11�i CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND ��%/�,��//!/��/��i��i��/��// /�/��/�:/�; 3 0 0=11=11=11=11=11= 11=11=I=11=II-II- SW 27TH ST & NACHES UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK SHALL NOT BEGIN EXCAVATION � �� HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER / / / //i!i // % / % //� \ /- /j ij j %/ /\�/ // j %j /= �O Q OQ" OQ DOS J AVE SW o THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. TAPERED END TYP 12' - _ , Q Q Oo �Q TNI�K 4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO (ALL INLETS AND OUTLETS) �C7 �poQ 04 Q00 SUBGRADE THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES 2" MIN THICKNESS HMA 2" MIN THICKNESS HMA p Q Q a00 p 1" CRUSHED SURFACE TOP COURSE AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. CLASS 1/2 IN PG 64-22 CLASS 1/2 IN PG 64-22 4" - 8" QUARRY SPACES�OQO 0 oQ J^ COMPACT TO 95% MAX. DENSITY SWALE PER PLAN 5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 3" MIN THICKNESS ATB 3" MIN THICKNESS ATB 00 2%" AGGREGATE BASE COURSE •1• ' COMPACT TO 95% MAX. DENSITY 6, ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. 4" MIN THICKNESS AGGREGATE FOR 4" MIN THICKNESS AGGREGATE FOR TOP OF ROCK SET COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. GRAVEL BASE CONFORMING TO SECTION GRAVEL BASE CONFORMING TO SECTION FLUSH W/ GRADE PMIRAFI 16IPE STRUCTURAL FILL SUB -BASE 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 9-03.10 OF THE WSDOT STD SPEC'S 9-03.10 OF THE WSDOT STD SPEC'S GROWN+ 1 UNDER ALOLNROCKOR EQUIVALENT (OR EXISTING SUBGRADE) COMPACTBUILDING TO 95% MAX. DENSITY 8. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, PROPERLY PREPARED SUBGRADE SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS CONFORMING TO THE RECOMMENDATIONS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL OF THE SOILS ENGINEER CONSULTANT C O U G H LI N TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. NTS 9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. NTS NTS PORTER 10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. ATB Pavement Section 2 Rip Rap Discharge Pad 3 Gravel Construction Pad LUNDEEN 11. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO 801 SECOND AVENUE - SUITE 0 SEATTLE, WA 98104 ADDITIONAL COST TO OWNER. 1. THE CONSTRUCTION SEQUENCE SHALL BE MODIFIED TO MINIMIZE THE AREA OF UNSTABILIZED SOIL, A MAXIMUM OF 1,000 SQUARE FEET OF DIRT WILL BE EXPOSED AT ANY TIME. P: 206/343-0460 NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT 2• EARTHEN AREAS THAT ARE SUBJECT TO CONTRIBUTING SEDIMENTS DURING STORM EVENTS AND WHERE EARTH MOVEMENT F: 206/343-5691 IS NOT ANTICIPATED FOR 48-HOURS SHALL BE STABILIZED USING THE FOLLOWING BMPS: PLASTIC SHEETING AND/OR VEGETATION. CORRUGATED METAL RISER EL= 20.0 A CONSULTING THAT WOULD CAUSE FLOODING, CONTAMINATED RUNOFF, OR ICING. STRUCTURAL AND CIVIL 14. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE 3 WET SEASON TESC MEASURES WILL BE EXPANDED TO INCLUDE: PROVIDE ADEQUATE STRAPPING ENGINEERING CORPORATION EL NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT A. INSTALL A SECOND SILT FENCE, 10-FEET INSIDE OF THE ORIGINAL SILT FENCE. POLYETHYLENE CAP = 22.0 RISER PIPE (PRINCIPAL SPILLWAY) THE BOUNDARIES OF THE AREA TO BE REMOVED. CREST OF EMERGENCY 6' MIN OPEN AT TOP WITH TRASH RACK ISSUED: B. BUILDING MATERIALS SHALL BE STOCKPILED ON THE PAVED ROAD SURFACE (REDUCES 'TRAFFIC" ON EARTHEN PERFORATED POLYETHYLENE WIDTH SPILLWAY PER COR STD PLAN 216.00 15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL STRUCTURES) DRAINAGE TUBING, DIAMETER OPERATIONS SHALL BE PERFORMED IN U MANNER TO PROTECT PROPERTY. z MIN 2" LARGER THAN DEWATERING 1' MIN 1' MIN DEWATERING DEVICE EL= 22.0 DATE DESCRIPTION � EMBANKMENT COMPACTED 95% 4. SOILS SHALL NOT BE DISTURBED EXCEPT FOR ACTUAL CONSTRUCTION ACTIVITIES. PARKING IS ALLOWED ONLY ON TACK ORIFICE, TUBING SHALL COMPLY PERVIOUS MATERIALS SUCH (SEE RISER DETAIL) , 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 16. MAKE CUTS AT CLOSEST PAVING JOINT. PAVED AND/OR GRAVEL SURFACES. WELD WITH ASTM F667 AND AASHTO M294 AS GRAVEL OR CLEAN SAND SHALL NOT BE USED1.5' WIRE -BACKED SILT FENCE 11109/2015 BID PACKAGE #2 I ADDENDUM #4 LNG SETTING AND MARKING ALL LINE AND LOCATION STAKES, 6 MIN SOLID WALL PIPE FOR HORIZ v - STAKED +IAYBALES_WRAPPED J, 11/12/2015 BUI LDING'D' PERMIT 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISH 5. SLOPES 8% AND GREATER WITHOUT ESTABLISHED GROUND COVER WILL BE STABILIZED WITH PLASTIC SHEETING, 6-MIL - CONTROL IS BEING PERFORMED, - P RT ON THE PERIMETER AND , % j , 4 PORTION OF PERFORATED RISER f WITH FILTER FABRIC, OR - - INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING DISCHARGE TO STABILIZED z' ✓,r 12/11I2015 CLEAR AND GRADING PERMIT (MINIMUM). THE SHEETING SHALL BE ANCHORED WITH SAND BAGS LOCATED 5 FEET A A �i�.i�.i� �. � . �� EQUIVALENT DIVIDER "' ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE ON SITE. A QUALIFIED LAYOUT ENGINEER, 10-FEET ON CENTER ON THE REMAINDER OF THE SHEETING. A MINIMUM OF 2-FEET OVERLAP IS REQUIRED FOR o, CONVEYANCE, OUTLET OR SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK. THIS OVERLAPPING SHEETS. £QNCftET. BAE../� WATERTIGHT COUPLING EL= 15.0 1/0812016 BUILDING PERMIT RESUBMITTAL EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF LEVEL SPREADER > VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. �� dIN 6. WATER DISCHARGED FROM THE SITE WILL BE MONITORED FOR TURBIDITY. MAXIMUM ALLOWABLE TURBIDITY OF DISCHARGED ALTERNATIVELY, METAL STAKES ZX RISER 0 MIN DEWATERING ORIFICE 1"0, CONCRETE BASE DEWATERING ORIFICE WATER WILL BE 5 NTU OVER BACKGROUND. PROVIDE THE MONITORING FREQUENCY AND METHODOLOGY. AND WIRE MAY BE USED SCHEDULE 40 STEEL STUB MIN. (SEE RISER DETAIL) (SEE RISER DETAIL) KEY MAP: 18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. TO PREVENT FLOTATION DIAMETER AS PER CALCULATIONS 7. WHEN RAINFALL IS HEAVY (DEFINED AS RAINFALL HARD ENOUGH TO PRODUCE SEDIMENT RUN-OFF FROM EXPOSED DIRT), RISER DETAIL SEDIMENT POND -CROSS-SECTION 19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES ALL EXPOSED EARTHWORK SHALL BE COVERED. NO OTHER CONSTRUCTION ACTIVITY SHALL OCCUR ON PERVIOUS SURFACES ER WHERE ROUTES ARE PERMITTED TO BE CLOSED PROVIDE ALTERNATE ROUTES IF REQUIRED. EAVY RAIN is 1 AND OF THE OWN DURING THESE PERIODS OF H 20. COMPLETELY REMOVE ALL GROWTH INCLUDING COMPLETE ROOT SYSTEMS OF SHRUBS, HERBACEOUS WEEDS 8, ALL DRAINAGE SWALES SHALL BE FULLY VEGETATED. SWALES SHALL BE SODDED IF THE VEGETATION GROWING IN THE AND GRASSES SWALE IS INSUFFICIENT TO PROVIDE WATER QUALITY AND TO PREVENT EROSION OF THE SWALE. rAninro Tn relcnor mrF Akin CAFE once ACF OF QPKOKIQ Tn ANn FROM 0CCIIPIFD AREAS ueu,Tru nAinr OTA kinADnc. ! - LI. HuviUL rHUILU I1 VL ML JUTNLJ I u1Jv11L „,1_1_ niw 1. SEDIMENT SHALL BE REMOVED FROM THE 22. REMOVE COMPLETELY BELOW NEW FOUNDATION SUBGRADE; POND WHEN IT REACHES 1 FOOT IN DEPTH 23. WITHOUT COST TO THE OWNER AND WITHOUT DELAY, REPAIR ANY DAMAGES CAUSED TO FACILITIES TO REMAIN. (Oct 1 Through Mar 31) 2. ANY DAMAGE TO THE POND EMBANKMENT NTS ` OR SLOPES SHALL BE REPAIRED 8 24. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY Wet Season Grading Notes v Sediment Control Pond THAT ARE DISPLACED OR MISSING. PROJECT NUMBER P15TBB-004 25. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT 1. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER WITHIN THE 48 HOUR PERIOD PRIOR TO COMMENCING ANY 12. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY 22. INSTALL CATCH BASIN PROTECTION ON ALL NEW CATCH BASINS. PROPOSED SWALE TO BE USED AS SEDIMENT BASIN DURING CONSTRUCTION, DRAWN BY SAS SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT LAND ALTERING ACTIVITY. TO ENSURE THEIR CONTINUED FUNCTIONING. NEEDED REPAIRS TO TESC SHALL BE MADE IMMEDIATELY. SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR 812016 ALLEY OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF COMPLETETION OF ANY CONTROL MEASURES WITHIN 48 13. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED 23. CONTRACTOR SHALL CLEAN ALL EXISTING AND NEW CATCH BASINS AND SHALL REMOVE SEDIMENT FROM ISSUE DATE 1 1 HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. 2 HOURS OF THEIR INSTALLATION. FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, SWALE PRIOR TO PROJECT COMPLETION. CONTRACTOR SHALL NOT FLUSH SEDIMENT DOWN STREAM. 3, THE CONTRACTOR MUST OBTAIN PERMISSION IN WRITING FROM THE CITY PRIOR TO MODIRYING THE CONTROL PLAN. MULCHING, NETTING, EROSION BLANKETS, ETC.) 24. ALL TEMPORARY EROSION CONTROL FACILITIES, SUCH AS ROCK CHECK DAMS, SILT FENCES, COLLECTION SEAL NTS ('� 14. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN DITCHES, (INCLUDING ALL APPURTENANCES) SHALL BE REMOVED PRIOR TO FINAL ACCEPTANCE. General Demolition Notes 7 4. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OR ANY SILTATION OR EROSION DAMAGES TO ADJOINING FIFTEEN (15) DAYS. SURFACESOR DRAINAGE FACILITIES RESULTING FROM THE LAND ALTERING ACTIVITIES 15. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH 5. A COPY OF THE APPROVED TESC PLAN MUST BE ON SITE AT ALL TIMES. OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREAS THEIR BUFFERS, AND ADJACENT PRIVATE 16. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL PROPERTIES, AND PUBLIC RIGHT OF WAYS OR EASEMENTS FROM DAMAGE DURING GRADING OPERATION, THE CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL CONTRACTOR SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF PERMIT ISSUANCE, SENSITIVE NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. AREAS, THEIR BUFFERS, PUBLIC PROPERTIES AND IMPROVEMENTS DAMAGED BY THE CONTRACTOR OPERATIONS. 17. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION 7. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ECS) PLAN DOES NOT CONSTITUTE AN APPROVAL OF AND MAINTAINED FOR THE DURATION OF THE PROJECT, ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (ROW 46.61.655). CHANNELS, RETENTION FACILITIES, UTILITIES, ETC). SHEET TITLE / NUMBER 18. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 BE UNWORKED FOR E THAN 12 HOURS 8 UPGRADING OF THESEOESCHESE ESC FACILITIESPLANS ISTHEAND THE REESPONSIBILITY CONSTRUCTION,OFE APPLICANT/CONTRACTOR UNTIL ALL THHEARE FEET FOLLO NGHAT COVEREMEASURES:�MU MULCH, SODDING OR PLASTIC SHALL BE COVERED BY ONE OF THE IMPLEMENTATION PLASTIC COVERING. p Tem" orary Erosion CONSTRUCTION IS APPROVED. 19. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED 9. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE Control Details PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE DURATION OF CONSTRUCTION. USED AS A TEMPORARY SETTLING BASIN. 10. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND 20. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 11 21. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM 11. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. THICKNESS OF TWO INCHES. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, NTS 12 Not Used 1 0 General Temporary Erosion Contro C2, NTS RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. otes TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW �1� 1 BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I 1ATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL � O z 0 36936 'c19 T 6%��1 UNAL ti 118116 SHEET TITLE I NUMBER Temporary Erosion Control Details C221 1 i R 14, Call before you ,D;g. 8-1-1 f — — — — _~ Y_ ,- . - no - -' _ l *� — tj 0 40 80 160 or 1-800-424-5555 _ UNDERGROUND -- — -- _-MMIMMMEMMOMMMM SCALE 1 $0 SERVICE (USA) p� 3 •U 6 1 I Jill —.—.--..---- \� —_— rnneT 20 , L Ex Parcel Line _ wI Y X\ n I \ \.� v ( o},.v.-- r f`."a' `'.. ' "'� I i � I \\� ■ r^.. a pt C r ../ - � j— I Planter Island (typ), See L'scipe Plans , I LI Site, Entrance Axit 7 i II a TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION F'10*111:101 DATE I DESCRIPTION 10/2712015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING V PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1118/2016 SEAL I ' r 1> -- L_ iH17I Q� SHEET TITLE / NUMBER C30 C3*081 �� Nv - "" li �� .� III PavingAnd Horizontal w V m m ` m ..I m ■� ■� .. m mom ' .. mI . f �° , ' �., Rigt�i - f ay [� {� � � Contrl Overall Plan I ,' 1 �� ° 1, 3 0 00 _n n .. .- a. w <� I , i i 'r' 11 t •.-_ mom.°w---..__ ..:........ m TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW Q RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 2061343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2l ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING V PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL r PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL r 36936 UlL TV�� Cyr ANAL 111gJlb SHEET TITLE I NUMBER Paving And Horizontal Control Overall Plan 0 a\ S �O D r'- z --- l I� z m LIMIT — LIMIT ■ — llWl� — llWlj mm% Match Line - See Sheet C3.02 �w Q Cccc- e -moult III I 11 II I I Call before you Djg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) l (� Legend EXISTING REMOVE PROPOSED RIGHT OF WAY PARCEL LINE ASPHALT PAVING CONCRETE PAVING L BUILDINGS. 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ROCKERY CCCC :l 099 CURBING - - CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE WATER METER/VALVE/FIHEIN -C�- B3 IC STORM CB/MH L J j SANITARY SEWER MH/CO() a GAS VALVE/METER 9 o❑ DA STREET LIGHT ASSEMBLt>-� 0-0 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT C O U G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 111;mr.mmm PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER P15TBB-004 SAS 1/18/2016 Paving And Horizontal Control Plan C3001 TITLE PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER P15TBB-004 SAS 1/18/2016 Paving And Horizontal Control Plan C3001 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW kiYA CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PtTL�' ti � 2z p� 36936 G�y 'GlsTr v' OVAL E� 1181I6 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3001 Match Line - See Sheet C3.01 ----------- L- 1 I I :o'er J I I J- I I I. i ANC I �N I_ c� N J - LIMIT - LIMIT J I I. J I � I ` I PERIMETER CONC SIDEWALK ` SEE L'SCAPE PLANS Match Line - See Sheet C3.03 (If -1101, � o Call before you Dg.8-1.1 I or 1-800-424-5555 UNDERGROUND SERVICE (USA) O 10 20 40 �!I I 1 - �, , SCALE 1n=20' I ICI I, � I I I �I CONC VERIT� SEE DETAIL 9 3.11 I I Isl II I IIII I IIII ,j III III CONCRETE PAD FOR GENERATOR 8" UNREINFO C CONCRETE14,QC5 SEE DETAI45 1 3.1 I I I I I Legend EXISTING REMOVE PROPOSED RIGHT OF WAY - - U PARCEL LINE ASPHALT PAVING CONCRETE PAVING Vi BUILDINGS 7 GRAVEL F 7 L _J V) ROCKERY Er I� CURBING � CONSTRUCTION LIMITS LIMIT J WATER LINE s U STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE ? ,. " WATER METER/VALVE/FHH X 4 B3 I STORM CB/MH SANITARY SEWER MH/COr_) GAS VALVE/METER 11 0❑ 00 E2 STREET LIGHT ASSEMBLY?- 0-11 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 01;mr.mum PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER P15TBB-004 Paving And Horizontal Control Plan SAS 1/18/2016 C3002 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUIIIIING CONSULTANT C OUG H LI N PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM 94 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL 0� PETS ��0 ti � Zz �0 3693IST Ut\;4L I�18►16 SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3002 PERIMETER CONC SI SEE L'SCAPE PLANS NEW PROPERTY LINE Match Line - See Sheet C3.03 Match Line - See Sheet C3.05 i I, 1 r I I N CONICRETE E FOR GENERATO 1 8° UNREIN Ed I F— CONCRETE 1,000 P$1 SEE DETAIL 1 ji I L_ A ER I C A,KR r � na nA I � 1 1 LIGHT DUTY ASPHALT PAWEMENT SEE DETAIL\I I I I I I I I I I 1 I 1 I 1 �I 1 I I I ATER �\ MARKER is Call before you Dg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING FT7„ BUILDINGS 7v�v GRAVEL F L_ ROCKERY cl= 99 CURBING --- --- CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE �. TREE WATER METER/VALVE/FHH M -9- EB I STORM CB/MH SANITARY SEWER MH/COS o GAS VALVE/METER N 0 p STREET LIGHT ASSEMBI-t\-- O-❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 DVAN BUILDING LASTING RELA IONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3004 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL �O 36936 ICI S T ERA (;� ONAL E� 118116 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3004 Match Line - See Sheet C3.042717 _ \77 \ r (I ` l a - - TITLE i r-F ► + 9p' I-S.D' R-3.0' . 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R 3 0' R-5:0' ~ i- I 9.0' RYAN F M BACK - -V"� I t ] {TYP) ti i R; F ..0R6 - L ((( �4 ?5.0' ASPHALT .r �' �� _ CONSULTANT �' � � UGHLIN I - - _ SEE DETAIL ti- *T � � ' 24.0' 16.0' 16.0' 24.0' � � � I � �� _ 'I-�- '- I � l PORTER _ I } N�a 70402, LU N D E E N y N j I � ' E:1294091.48 I. � � � ;' I y 1 11 i i � 19.0' � I I� 4 } � � I � , R=3.0' R-3.0' i I ? 801 SECOND AVENUE - SUITE 900 ' i R 3 0 V (TYP) ji R-3.0' R` SEATTLE, WA 98104 __i j R=3.0' R=3.0' 1s5 N 169951.92 �� L1 LIGHT DUTY P: 206/343-0460 E :1294089.25 � / I `�`�\; R=3.0' R=3.0' ASPHALT PAVEMENT F:206/343-5691 LIGHT DUTY ASPHALT PAVEMENT SEE DETAIL c3.ID R=3.0' R=3.0' 3 A CONSULTING \ ti SEE DETAIL cs110 R=3.0' _ r G e r 7 - G c ;4 G j C c STRUCTURAL AND CIVIL PERIMETER CONIC SIDEWALK ' { �\ \ . � \ R-3.0' 4 I ` I j.17037 .17 � �-` � � » � ENGINEERING CORPORATION SEE ESCAPE PLANS N :169972.72 E .129411543 c I` G c G ( c c I 4 E :1294115.09 e TYPt E:12941 1.29 - R�3.d' y i I 1 - 'I` ISSUED: ( ) o ' =i y DATE DESCRIPTION N:1 0057.E! ». r N :170029.70 E:1 94131.42 - 1----- - � r 4.0, t� �, 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 m } E :1254139.23 ?.0' CONIC CURB` AND GUTTER _� � / _..:' ,� e 11 r`t -1� PERIMETER CONIC SIDER LK -- /09/2015 BID PACKAGE #2 / ADDENDUM #4 N .169993.51 SEE DETAIL _ - m (,ft o SEE L'SCAPE PLANS �✓ �e 10 �I 11/12/2015 BUILDING'D' PERMIT E .129414D.9.54.,%� c` o ' 0 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL f t `_-•,- ' -d- - �. - - - - KEY MAP S' E :1294T 7 ryVa.�tIWR-�'�-""' -�iii -a- w {'- '__-' wALK -- - - - - w _- - - - RELOCATE EX STREET LIGHT -- - - _ - CONCRETE DRIVEWAY AP ------- --- - _ _ _ - - J --- -- - - .�_-.- SEE DETAIL -- -- -�- �. -- a PROJECT NUMBER mK� Oakesdale Avenue SW P15TB6-004 N N 1 n/ DRAWN BY SAS z= mN` ISSUE DATE 1/18/2016 ----------------- WALK O ✓Xd `�--------- _ - ------ - ----,IL_- -----4- - - - - -- SEAL o---------- �,��----------------------- - J.._. �. _. - . _-. -- WALK _- ---------- - - - - L^ - ---- Call before you _ SHEET TITLE I NUMBER D g. 8- I - I PavingAnd Horizontal 0 10 20 40 or 1-800-424-5555 PE 6 UNDERGROUND Control Plan SCALE 1"=20' SERVICE (USA) C3mO5 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW BUILDINGRYAN, CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2l ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PCT� ti � J zz Q 3693E 'GISTV, VA'AL �� I�ISI16 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3005 I I II ,III PER IMETEF' CONCRETESIJLK SEE L'SCAPE�PINS I�III II !I 'I CONE VIER ,��-U� SEE DETAI�� " 1 43.1 I III I ` r CONCRETE PAD FOR GENERATOR 8" UNREINFORC CONCRETE 14,Q0 PSI SEE DETAI4 -5 L T 4 I II Em 0 III 10' ACACIA f J9' POPLAR0011' / 000 0000000 UMW 0100 � .`4 \ � r^. oo --- ..._.._ ••� LIMITS � -- PERIMETERr, I � �► \� LIMIT _ — — — !!!!!! CONCRETE �yty'NLS I �� — — —\ — — - CLy ' ��M�T� SEE L PP� yp - !+� i i 'Iff r a-00 CONC VER � SEE DETAILRI� / all IV I 1 I ` 1�1 LIMIT =ONO TTT I :I I TEL LINE Detention Pond '��LOW POINT I ' ci I 39.5' (7F-) o \ / I 1 \ / a LIGHT DUTY i — GRAVEL ACCE S ROAD ViW1�� ' ..ftSEE 1Ah j _ mmum_ — _ _ , LNW�� ASPHALT PAVEM T SEE DETAIL t r _� , ` ltwn _oftft ilwn wow s'I' _ vv 0.1 � � 58" POPLAR I i I / I `1 0,00llwn` `--- — 000 0y wL� ftft 000 I 11 0=0� �o��o��oo��SCALE 1w=20' D�g.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) ` Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING';I BUILDINGS GRAVEL F- 7 ROCKERY Cl= CURBING CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE WATER METER/VALVE/FIB A ® I STORM CB/MH SANITARY SEWER MH/CO GAS VALVE/METER A 72 1A NJ STREET LIGHT ASSEMBLE= r 0-0 FIRE LANE STRIPING 0 H TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDINGBlow" agugoom CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: I I PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3006 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN RELATIONSHIPSBUILDING LASTING CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL LIoL PE�� Q 36936 GIST eR�G1` bNAL i 118116 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3006 5W 17th treet ---- - - --- —� - — HALT _ - -- ASP 4-1 ASPHALT all _ ------- _ _ —.__ ".--_. -- ----�- — — CONC P I I — ` CON �$ I mj —.—.--- ® � � .� .... 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WALL /C 36798 I R/C I 4A 367981 1 I1 I� I II o 10" DEC. 16" 0 0 0 0 -uulLLluuLIIJII-I- o I �I I �I LOT B, LUA-11-049—LLA TAX LOT NO. 088670-0270 1 I I II I I I �I �I I I el "�7 dA Call before you Dg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) 07 SCALE 1'=2 17 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE - ASPHALT PAVING L J CONCRETE PAVING BUILDINGS GRAVEL ROCKERY E__T _�J Q99 CURBING _ CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE WATER METER/VALVE/FIF/X ® IC STORM CB/MH SANITARY SEWER MH/CO c GAS VALVE/METER lc: 1 44 EN STREET LIGHT ASSEMBLY0-0 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: ml;mr.mum PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER P15TBB-004 SAS 1/18/2016 Paving And Horizontal Control Plan C3007 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 12YAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL ov ti " x0 �0 36936 G O AL SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3007 atch Line - See Sfhe _ �, l � mom LIMI I 000 _ X�. �4000 NEW ADA RAMP R 1� SEE DETAIL 2 -5 CONC SIDEWALK c 3.11 U MATCH EX --' _ _152 cY ►�1N\ 4-j - Nr� _ G6NC'CMB AND GUTTER S SEE DETAIL O $$_AEIt �I C3.10---- 4o N.11W1"1 WINS '�RLPING \ SEW AD RAMP J' CONC 2 i f ----- I I SEED L _ -7, �I SEE DETAIL Y J 3 0 0 U /. I U I zl o. U i Match Line - See Sheet C3.03 I 1 o SS MH RIM 22.63 000 30" RCP E—W \\\ \ T 3„D / �l __ 3'D 435.0'j EX PAVEMENT up 3°D 0 6q TRAFFIC LIGHT 000 s J� ssco m o ssco's ssco o GUARD ssco CONC WALK SHACK CONC 0 n_ sscoo MECHANICAL ECHA IC LSOOTHARDS, ssco 0 0 0 ASpNAL ROUE) \ V \ 3„D CdNC y, Gb r Uj P i YC�o5 ,6d Call before you Dg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) 010 20 40 SCALE 1"=20' Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL F- L—j ROCKERY C0 099 CURBING - -_ CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE A TREE < WATER METER/VALVE/FW M 83 I STORM CB/MH SANITARY SEWER MH/COS GAS VALVE/METER [�! P�7 STREET LIGHT ASSEMBLY^�� a-❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: rm 0 1 ;m E. ^ PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3008 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDING CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PETS 36936 =� 11 cG ONAL E� 118116 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3008 1, A e TITLE LONGACRES 2" HMA PAVEMENT BUSINESS 3" HMA PAVEMENT FINAL FINISHED FINAL FINISHED GRADE 8" HMA PAVEMENT GRADE FINAL FINISHED GRADE CENTER s I I I I I I I=11 11I O '� o0O �0 O `? GEOTEXTILE FABRIC: GEOTEXTILE FABRIC: - - — - - - - - - - ��=-=� =� �=�===�= - -__ - _ _ -1 MIRAFI 500X OR = �=� = = = MIRAFI 50OX OR = = APPROVED EQUAL = = = = = 1=II-II-II=II=11=11 II=11 ll=ll=ll-ll-1 APPROVED EQUAL-II=II=I1=I1==ll=ll==II=11- I=11=II=_-II-II-II-II= II_II_=-I_I=II-II= SW 27TH ST &NACRES 1=11=11=11=11==11==1-I-I-I =I_I=--11=11-11-11-11-11-1I-1 AVE SW VA iA/ A COMPACTED SUBGRADE SUBGRADE 2" THICK 5/8" TOP COURSE SUBGRADE THICK 5/8" TOP COURSE , COMPACTED TO 95% MAX DENSITY OMPACTED TO 95% MAX DENSITY 4" THICK 1 1/4" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MAX DENSITY 4" THICK 1/4" CRUSHED SURFACING BASE W14" US SURF G E COURSE COMPACTED TO 95% MAX DENSITY TO 9 M IT BUILDING LASTING RELATIONSHIPS STRUCTURAL FILL AS REQUIRED (FILL AREAS) STRUCTURAL FILL AS REQUIRED (FILL AREAS) OR EX 12" (MIN) SUB -GRADE (CUT AREAS) STRUCTURAL FILL AS REQUIRED (FILL AREAS) OR EX 12" (MIN) SUB -GRADE (CUT AREAS) COMPACTED TO 95% MAX DENSITY OR EX 12" (MIN) SUB -GRADE (CUT AREAS) COMPACTED TO 95% MAX DENSITY PER ASTM:D 1557 COMPACTED TO 95% MAX DENSITY PER ASTM:D 1557 PER ASTM:D 1557 CONSULTANT COUGHLIN NOTES: NOTES: NOTES: NTS 1. SEE SPECIFICATIONS FOR GENERAL NTS PORTER 1. SEE SPECIFICATIONS FOR GENERAL NTS 1. SEE SPECIFICATIONS FOR GENERAL NTS Not Used 3 ASPHALT PAVING NOTES Right Of Way Asphalt Paving LUNDEEN ASPHALT PAVING NOTES Light Asphalt Pavement I ASPHALT PAVING NOTES Heavy Asphalt Pavement 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 CONCRETE SLAB A CONSULTING STRUCTURAL AND CIVIL °° ENGINEERING CORPORATION THICKENED ASPHALT EDGE 2% (MIN.) UNLESS SEE DETAIL OTHERWISE NOTED ON PLANS 4 WWF. 6x6 W1.441.4 LIGHT BROOM FINISH 4" CONCRETE SIDEWALK 1/8" R (4000 PSI) _ DATE DESCRIPTION NO,2° _ / i / / / / / /i ii i !^, // 10/27/2015 BID PACKAGE #21 ADDENDUM #1 _ _ _ _ _ _ \\\\ \/\\i\\\\\'� 11/0912015 BID PACKAGE #21ADDENDUM #4 I I El _1I11=11 I 111I1 ill _ _ _ _ _ _ _1 _ _ ,\,>\ \\ , /,\/ / /, , - - - - - - - - - _ - - _ _ _ __ II III=11=-II_I1=11=1 0 0 0 0 o `o 0 0 0 0 0 0 0 �,� `� ��/��ii��i i�� , /� /, I II II=11=11 II II-II=11=11 II II=II=11 II II II=1 II II II II-II_II II II -II II _ _ � �0 0 0 000 0r�,0 0 0�p,0 �j0 , 0 ^� 0 � ' =11 II=11=11 II II II=11-11 II II=11=11 II=11=11 gog 12/11/2015 BUILDING D PERMIT -II -II -II II II -II -II II II II _ _ _ _ _ ��j (�8� O°o��j U8g g 1T8� Uoc �8� U�� , 12/11/2015 CLEAR AND GRADING PERMIT N = _ - = = I-II=11=11 II=11=11=1 II II II-II=11=11 II 11=11=11 II II-11=ll-11=11-11=1 � < r _' . .,\i,�i,. ,�% \ \ \ \ \ / i\/ / h / , /„/i. i1„1i,! 1ili,/ 1 ii, ;/i/i,,i !r. i`/%i /i!< i \\/\\/�/\\ \\!\\ \\ \\/\\<\\/</\\ \ \\<. /``/ 3" HMA PAVEMENT ROW) 1/08/2016 BUILDING PERMIT RESUBMITTAL =II=11=11=11=11=11=11=I I_I I_I _I I_I I_II_II I_I _ _ , , , / / / / / / _1IEI =�1_1 1=1 El1_1-I Al=1 1 4" 5/8" MINUS CRUSHED ROCK /i\ \/`// // ASPHALT PAVING 2" HMA PAVEMENT ON -SITE) -�=II =d OR CU SOIL PER LANDSCAPE WITHIN 10' OF STREET TREES '\''"' '\\' PER PLAN \�v/�7/A//v/� /� ?��/ v/�� vj/A/w�/�/w/�/��//��/� /��// CONCRETE PAVEMENT 12 SEE DETAILS 2" GRAVEL BASE COURSE KEY MAP: / STRUCTURAL FILL AS REDID OR NATIVE COMPACTED PER PLAN TO 95% MAX DENSITY PER ASTM: D-1557 SEE DETAILS COMPACT SUBGRADE TO 95% CRUSHED SURFACING BASE -COURSE iffY PER ASTM: D 1557 (MOD. PROCTOR) COMPACT TO 95% MAX DENSITY AND INSTALL STRUCTURAL FILL AS REDID �12" COMPACTED STRUCTURAL FILL PER PROJECT SPECIFICATIONS , NOTES: SCARIFY AND RECOMPACT TOP 6" OF EXISTING SOIL TO 95% MAX DENSITY 1. SEE SPECIFICATIONS FOR GENERAL ASPHALI PAVING NOTES (SOILS ENGINEER TO APPROVE EX SUB - GRADE PRIOR TO PLACEMENT OF CONC) 2. IN AREAS WHERE NEW CONCRETE IS INSTALLED ADJACENT TO NTS NTS ATB PAVING, INSTALL ATB RAMP TO CONCRETE AT 12:1 SLOPE. NTS NOTES: NTS �}i( ^ r 7 Concrete Pavement J Concrete Sidewalk 6 Concrete / Asphalt Transition I 1, SEE PROJECT SPECIFICATIONS FOR INSTALLATION. Asphalt Sldew', PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 TRUNCATED DOMES SEAL 5-1 SEE DETAIL 2" SLOPE VARIES C3 " 6" CONCRETE SIDEWALK OR / � HEAVY DUTY �PAV�ING 1"R ASPHALT PAVEMENT SEE DETAIL( 1 SEE DETAIL (� C3'1 PAVEMENT FLUSH CURB O � , a (1) #4 CONT. o ' / / • " :�yVArAA,AAiAArj SHEET TITLE I NUMBER a CAST -IN -PLACE CONCRETE 2 - #4 CONT.\/ o Paving Details f 4" MIN CRUSHED SURFACING 7-3/4" CAST -IN -PLACE CONCRETE TOP COURSE 4" MIN CRUSHED SURFACING TOP COURSE 7-3/4" NOTE: FOR FLUSH CURB, ELIMINATE TOP REBAR NOTE: IN AREAS OF INTERIM ATB FINISH CONDITION, THE CURB TO NTS NTS BE INSTALLED IS TO PROVIDE A 6" CURB FACE FOLLOWING NTS C110 NTS Not Used I I FUTURE ASPHALT PAVING. THE INTERIM DIMENSION IS TO BE 12 Concrete Vertical Curb 9 Not Used 10 9" ON CURB FACE. Depressed Curb TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW G+ RELATIONSHIPSMORAINE WAIRAI BUILDING LASTING CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 2061343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM 41 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL OV 20 y z 36936 9 ONAL V, 1�18�16 SHEET TITLE I NUMBER Paving Details C110 DUMMY 6'-0" MIN. CEMENT CONCRETE SIDEWALK AND RAMP 12:1 a � SECTION A -A s-V DETECTABLE WARNING STRIP -/"" SEE DETAIL 10 c FLUSH WITH PAVEMEDT NOTES 1. TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING. MATCH EXISTING SURFACE EXISTING ASPHALT CONCRETE MIN. MAX. A 1 5/8" 2 3/8" B 5/8" 1 1/2" C 7/16" 3/4" D 7/8" 1 7/16" 3/6" PREMOLDED JOINT MATERIAL JT. PERP. OR RADIAL TO CURB (TYP) NOTES: 1. RAMP AND APP ACHES SHALL BE KEPT CLEAR OF OBSTACLES LUDING HYDRANTS, POLES AND INLETS, 2. DETERMINATION OF RAMPING OF SIDEWALKS SHALL BE AS DIRECTED BY THE ENGINEER. 3. 24" WIDE WARNING STRIP SHALL BE PROVIDED ADJACENT NTS r TO THE EXPANSION JOINT AS SHOWN. In -Line Access Ramp J VERTICAL CONCRETE CURB OR EXTRUDED CURB 0 � T�nrn I I UD ELEVATION B RAMP TRUNCATED DOMES DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) NOTES PLAN 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF DETECTABLE WARNING PATTERN OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. DETERMINATION OF RAMPING OF SIDEWALKS SHALL BE AS DIRECTED BY THE ENGINEER. NTS 3. 24" WIDE WARNING STRIP SHALL BE PROVIDED ADJACENT NTS Standard Access Ramp 2 TO THE EXPANSION JOINT AS SHOWN. Curbed Access Ramp DECTABLE WARNING STRIP SEE DETAIL VERTI L CURB SEE ETAIL SLppE 2� << A c 24" slL FLUSH WITH 1 ° CONCRETE a 3/6" PREMOLDED JOINT MATERIAL T PERP OR RADIAL TO (TYP CONCRETE SIDEWALK SEE DETAIL C3.11 3/8" PREMOLDED JOINT MATERIAL �F I, ° 9 9 DEPRESSED CURB FLUSH PAVEMENT SEE DETAIL c1 STRIP CONCRETE VERTICAL CURB SEE DETAIL I 1 c DRIVING APPROACH OR �ASPHALT PAVING SEE DETAIL (a)OR ( 1 NOTES C3.12 C3.11 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF NTS L OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. Corner Access Ramp v FLUSH WITH PAVEMENT b. 0 a 0000 ° CONCRETE PAVEMENT 24 SEE DETAILL CURB END TAPER C SEE DETAIL ECTABLE WARNING PATTERN c SEE DLfiAIL 4{}_ < CONCRETE VERTICAL CURB DEPRESSED CURB SEE DETAIL SEE DETAIL 2 C3.12 CURB END TAPER SEE DETAIL C ITS �J Curb Access / CAST IN PLACE CONCRETE W/ MIN 4" CRUSHED SURFACING TOP COURSE AS BASE MATCH FLUSH TO CUR (ANj GUTTER TYP DEPRESSED CURB FLUSH W/ AC PAVING �6" CONC VERT CURB SEE DETAIL L 6" CONC VERTICAL CURB SEE DETAIL n T T� TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN NTS PORTER 4 LUNDEEN Directional Access Ramp CEMENT CONCRETE SIDEWALK \moo" 12:1 TAPER TO MATCH EX SURFACE CLASS 'B' ASPHALT RAMP MATCH NEW CONC CURB NTS (� Temporary Asphalt Ramp 8 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM #1 11 /09/2015 BID PACKAGE #2 I ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: MEN PROJECT NUMBER P15TBB-004 RIGHT-OF-WAY LINE DRAWN BY SAS MATCH EXISTING LVAR'l 8' 6" DRIVEWAY GRADE �. ISSUE DATE 1/1812016 e 0.02 Fr./Fr. 5. -- SEAL CEMENT CONCRETE DRIVE 5" THICK �\ DUMMY JOINT" e SECTION A -A CURB TAPER Q- LT PAVEMENT GRADE li - ��/�� CURB TAPER DUMMY RESIDENTIAL I'll SIDEWALK 1 Yet I, r 10'-0" MIN, 20'-0" MAX. ms �6, � �,' � COMM.JINDUSTR. PLANTING STRIP 25'-0 MIN. 35'-0" MAX. IF ANY NOTES: JOINTS: WHERE DRIVEWAY EXCEEDS 16' WIDTH A 2" DUMMY JOINT SHALL BE PLACED LONGITUDINALLY ALONG CENTERLINE. CLEAN AND EDGE ALL JOINTS. TRANSVERSE DRIVEWAY JOINTS, AS SHOWN OR DIRECTED BY ENGINEER. FLARES: MUST BE OF EQUAL WIDTH./" BASE COURSE: 4" OF 5/8" MINUS GRAVEL OR AS DIRECTED BY ENGINEER. V✓\z- CONCRETE: HIGH EARLY STRENGTH, 4,000 PSI MIN., 5-3/4" SACK.✓ PROCEDURES: FORMS, PLACING, FINISHING AND FORMS, PLACING, FINISHING AND CURING PER SPECS. NTS THICKNESS: SIDEWALK TRANSITION, FLARES, AND DRIVEWAY SHALL BE 5" THICK MINIMUM. NTS 10 Tapered Curb End 9 Concrete Driveway Apron FINISHED GRADE SUBGRADE 11h" CRUSHED SURFACE TOP COURSE COMPACT TO 95% MAX. DENSITY 2%" AGGREGATE BASE COURSE COMPACT TO 95% MAX. DENSITY STRUCTURAL FILL SUB -BASE (OR EXISTING SUBGRADE) COMPACT TO 95% MAX. DENSITY NTS Gravel Access Road Not UseNd 12 SHEET TITLE / NUMBER Paving Details C301 1 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL 0 oL PEr� w Zz �Q 36936 O CI STE�� ONAL V' I�I$I16 SHEET TITLE / NUMBER Paving Details C3011 PLACE FIRST PAIR OF STRIPES AT CENTER OF ROAD (TYP) CROSS WALK (AS REQ'D PER PLAN) STOP BARD NOTE PAINTED WHITE 1. CROSSWALK STRIPING ALL BE STOP -BAR LENGTH PER PLAN PAINTED PER PROJEC SPECIFICATIONS \ 2. CROSSWALK DIMENSONS SHALL MEET v (� SPECIFICATIONS OF MUTCD 313-18 AND FIGURE 3-14C NTS I Crosswalk And Stop Bar Striping NTI ADA Symbol 5 ITS Not Used 9 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 1.1< 1 CONSULTANT COUGHLIN ADA STALL ACCESS STRIPING PORTER NTS NTS WIDTH PER PLANS WIDTH PER PLANS NTS Channelization Arrows 2 Blockout Striping 3 ADA Stall 4 LUNDEEN METAL SIGN; BOLT SITE SIGN 2" TO PIPE COLUMN SEE �8- 3/8" X 4 1\2" GALV. U.S. STD. 2" X 2" SQUARE TUBE I I BOLTS GALVANIZED METAL SIGN 2" X 2" SQUARE TUBE SUPPORT POST PER WSDOT 9-28.14(2) GALVANIZED METAL SIGN SUPPORT POST PER WSDOT GAILY. SQ. TUBING 4"X4"=12.02#/FT. ¢ z 9-28.14(2) CAST IN CONC. - PROJECT 2" ABOVE GALV. SQ. TUBING 4"X4"=12.02#/FT.- FIN. GRADE o o CAST IN CONC. - PROJECT 2" ABOVE CROWN 1/2" FIN. GRADE 12" CONC. ENCASEMENT CROWN 1/2" (3000 P.S.I.) 12" CONC. ENCASEMENT (3000 P.S.I.) o N 2'-0°%:. 4" MIN GRAVEL BORROW NTS Str et Sign Installation Detail 6 Not UseNd 10 Cn 0 GRADE 0 PAINTED BLI BACKGROUNI PAINTED WH LOGO 3'-0" INTERNATIONAL ACCESS SYMBOL PAINTED ON PAVING o RESERVED PARKING ffAlE OBAHHI Mam re..r D RESERVED PARKING N1 WAlE OMRID NIflA �fr 1enf® vary ACCESSIBLE 4" MIN GRAVEL BORROW DISABLED ACCESSIBILITY SIGNAGE ITS On -Site Sign 7 Not UseNd EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE CENTERED BETWEEN 3 AND 5 FEET AT THE HEAD OF THE PARKING SPACE. FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE, TOWED VEHICLES MAY BE RECLAIMED AT ------------ OR OR BY TELEPHONING NTS (� ADA Parking Stall Sign 8 Not UseNd 12 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL OrM.&MME PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER Paving Details P15TBB-004 SAS 1/18/2016 C3012 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RELATIONSHIPS52YAN BUILDING LASTING CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL 41 �O 36936C �nAL E� I�Igll6 SHEET TITLE / NUMBER Paving Details C3012 ip 0� TITLE l%f Call before you I X, LONGACRES D g.8-1-1 or 1-800-424-5555 16 0 40 80 0 BUSINESS M, ---_t L UNDERGROUND SERVICE (USA) -Z07.6 sf _1 Total Site Area 75 SCALE 1 =80' CENTER � Graded Site Area 696,963 sf uo 73 -5, Sf :--j. Pond Graded,) I L I i _j Jim,; w T tiowiPtri Site EartltfIworIiJ:I�'V6kpes SW 27TH ST & NACHES ---------- itti I \ �\ ',\ - AVE SW 7.1l at 13,400 cy X T 14 Fill J 1\ 'Pond earthwork V F 6IAe Lir Jill 20 Cut 12,356 Ly "Y' 1i F L --- i L :A,' I D", T ra�p G "r 49S A -AccIJ If CONSULTANT COUGHLIN PORTER 17- Conveyance, pe 7- LUNDEEN w m VA Detention Pond 7' -7- tpi 3 The •80 1 SECOND AVENUE -SUITE 900 ll Do Not Disturb-Ex'Utilities 5� SEATTLE, WA 98104 Exlki y J 206/343-0460 -5691 R it 5 1001 F 206/343 fit �VQ. A CONSULTING STRUCTURAL AND CIVIL --1777 �t!241AAII &140( ENGINEERING CORPORATION I I Ar 4-flK I K I rf T I LI'Dk1l, ISSUED: I , i DATE DESCRIPTION t V// 10/27/2015 BID PACKAGE #2I ADDENDUM #1 1 1 1110912015 BID PACKAGE #2 /ADDENDUM #4 Buili II 11 11/12/2015 BUIUDINGVPERMIT t 12/11/2015 CLEAR AND GRADING PERMIT t1/08/2016 BUILDING PERMIT RESUBMITTAL oll if 7J!j P: KEY MA 0 00 J-1-L 77- 1 [1U , 7 i i I . 1i I . I * it m..19mm IN if ilk i ISSUE DATE 1/18/2016 ii - �._. it i �V l�h� i SEAL Ex Pa:ttelbne VI I - __ if z/ Ii � i ; ' � will Jill It SHEET TITLE 1 NUMBER Grading And Drainage !ay t l Ex\,R mmmmmmiii m mv Overall Plan A— `t`K_ , I i a I a'fit 4�= ........... _7 ----- --- It v W 7- J. C4500 t t TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW r..I.T I a CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P 206/343-0460 F 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10127/2015 BID PACKAGE #2 it ADDENDUM #1 11/09/2015 BID PACKAGE #2 if ADDENDUM 9 11/12/2015 BUILDINGD'PERMIT 12/1112015 CLEAR AND GRADING PERMIT 1/0812016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL ;Q 3636 G jr, , SHEET TITLE I NUMBER Grading And Drainage Overall Plan C4000 I� II ;I 100 I I I 0 o� 0-0 m 1 ND ICs' mZ N N I N O I w �I N—Z A N 2 mN r m �I w �! 17 m m m I r 3 Z G D I j rrI II III m m , m w r r I w cn! m', m II 'I 'I r � I 11 ml m Match Line - See Sheet C4.01 Match Line - See Sheet C4.03 1 1 I �€ IoII I I j 17 }5*4CB PEI1.48" N:170320.I8 E:1292917.7�J� RIM 21.17 I IE=12.43 118* W IE=17.62 112' (INI W IE=16.96 6"(IjJ) IE=12.43 18' 0 T)E I I 1 �, II 1 I\ Call before you DIg.8-1-I or1-800-424-5555 UNDERGROUND SERVICE (USA) 0 20 •• SCALE NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEVATIONS. ALL CURBS ARE TO BE 6" CURBS UNLESS OTHERWISE SPECIFIED. Legend G I I EXISTING REMOVE PROPOSED I I II I I lii I_ I I II D*A3 CB TYPE III .48" :170315.33 E:1R9302j RIM=21.37 I GRAVEL L 1. 4 — _ J )� ; ✓1 ROCKERY IE=10.78 2 "O<!T)E ) LI CURBING — IE-14 C CONSTRUCTION LIMITS LIMIT L' J WATER LINE dd (' m U STORM DRAINAGE UNE--SD— SANITARY SEWER LINE --SS P POWER P —P— TELEPHONE LINE - —T— II 1 I GAS LINE S — G 1 TREE ?!IMI WATER METER/VALVE/FFF D4 Q ® 1:4 Ap- / 8®•0 STORM CB MH '- 1 m I SANITARY SEWER MH/C0(_ o 'j GAS VALVE/METER N ❑o kl O j STREET LIGHT ASSEMBLY �: < j —� TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE 42 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER P15TBB-004 SAS 1/18/2016 Grading And Drainage Plan C4002 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW OVA BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PE r� Q 36936 'CJ57E�� G1� ANAL �� I � 18116 SHEET TITLE I NUMBER Grading And Drainage Plan C4002 / I� .,../.. -mom m - 7 4� G7 D P �� c zD r o � -0m o I � Z� m n �M I I ' I v Ommm \\ �0Z I I I I wXV) 0- Z' N = Cm m y�2o Im : Match Line - See Sheet C4.02 Match Line - See Shekt C4.04 knK 0 d S —J 19 N � m r SD# I C TYPE 11- 48" N1 3 2 E:1293262.721 RIM JE= 21. 05 4°(IN)W � T � � IE= 6.0 8"(IN)SW IE=j.O5 4"(OUT)E �I SD#Z4 CB jTYPEII! - 54" ` , U NW:/170�66O35L9544L RIM= "1 IE=7. =7. NGL9 � I3D1.,1 O(ICNEI):g11SIN)2—L 1 NS LF 24" N t — 1 SD#ZS CB TYPE 1 -54" \ I 1 N:170313.26 ''E C J 1294249.�1 RIM=22.091 I r i IE=8.40 24"((N)E ! I -J IE-8.90 1$"(IN)S f to IE=8.40 24"(IN)W I IE=8.40 24"(OUt)N I I I I I I D I T. SD#HI CB iYPE I -4"' j o 1:170307A E:1�29330. RIM=21.351 P r IE=9.25 24"(IN) t 1 I ( IE=17.50 N"(IN)S, IE=9.25 24"(OUfi�W I + + III I, I I m I i I CULVERT, 1, 61� IE E END 28-14, 19.79 / IE W END I I m I I 1 SD#H2 CB 1'Y'pE II.48" N:170302.8b E:1�93464. 3 RIM=21.35 IE-10.45 18"(IN) IE=17.00 6�00s I 1E=9.95 24h(OUT W Call before you DIg•8-1-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) \� � m NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEVATIONS. ALL CURBS ARE TO BE 6" CURBS UNLESS OTHERWISE SPECIFIED. Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL F L__J ROCKERY CS= CURBING CONSTRUCTION LIMITS LIMIT WATER LINE w STORM DRAINAGE LINE —SD SANITARY SEWER LINE SS POWER —P— TELEPHONE LINE —T— GAS LINE —G— TREE '?V WATER METER/VALV 4FM ® 04- - STORM CB/MH L J �L ® ® • SANITARY SEWER MH/CO! ) c Q GAS VALVE/METER lcl o❑ kl O STREET LIGHT ASSEM� c-❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 DVA BUILDING LASTING RELATIONSHIPS CONSULTANT ``OUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER P1 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Grading And Drainage Plan C4003 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'U PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL ti � f 2z Q 36936 O GJST¢Rf ONAL �� II OII6 SHEET TITLE / NUMBER Grading And Drainage Plan C4003 N IS 18 RBA=21.69 " IEII 12"( U U V *a %TYPE 1 170017.62 E:12939 A=21.77 =19.27" 12"(OUT)E Im 0 L U n x \, VI _I U! Uj Match Line - See Sheet C4.03 07 - I 24.00 w I 2.4 1 S6#FI1C ARLA'DRAIN "- Ii70093.34 E:1293555 $� ` L_ 84 1 / '� /.• I � I 4 � p I J z d ` 7 _ r i \ U \ I 1 \\ U HIGH PN, 1 Building' I � I FF= 200 6" SDCO 700 13 E:1293 .91 a RIM TO GRADE 618.15 e(IN)N V21-1 IE117.65 T2" OUT W '`"" '-� A 5LF6"SD02.1 2.84 22.58 6° STORM POC w IE=18.75 - r^ - SEE MECH'L PUNS, 7 ._. • SD#F7A AREA DRAIN w FOR CONTINUATION \\ W 22.5 N,170094.80 E:1293664.9 I - -- 48 LF\$B..® .0% lfl 6i gfl IE=19.00 6"(IN)E #3 1 IE=19.00 6"(IN)W N:170244.84 E 1293666. + w 29 IE=19.00 6"(OUT)S RIM=18.I IE=17.75 6"(IN)E IE=17.75 6"(IN)W 1 \ ® W �• A IE=17.75 6"(OUT)N o y Null Structure --� I,i RIM TO GRADE \ U \t�I IE=18.65 I JI,�i s ;. IE=18.65 I �K , Cleanout � 1 6" STORM POC-�\ o IE=18.7 \ _ n - - - - - SEE MECH'L-PLAN , v i - - - r�TION I � FOR �ONTINUA _ �'LF 6N-SD'� 2.0% HIGH PM E E E _ s SD#F78 AREIiDRAIN - - - T N:170089.73 E:1293750.11 V I \ RIM=22J5 I � i j ' • �� IE W I �- � 22.84 � I 1 � v 1 22.16 22.50 •_, \\ \ � \ ,. r, \\ I 1 206 • v _ o I SD�lFB CB TYPE I N:jj70024.48 E:129 RIf�=21.75 N IE418.8312"(IN)E IE418.83 12"(OUT)W I 34I LF 12" SD ®•;1 ^, I I + ( i S 1 �2. 122.74 I •09 I I I awl I I I I I I I 1 I f I I I E I _ � a_I 70 LF112" SD I I I I I I _ \ I 1 '- -1 Call before you 1.55, 2 1 i -L ;g 21 22.1 SD#Ff3 CB TkP IL- 48'. RIM=2198.9§1 93544.16 or 1-800-424-5555 ` ;RIM=21.35 ' , ¢\1 IE=11.2018-M)E I UNDERGROUND 1€�11.20 18"�oUt)w SERVICE (USA) _ 0 0 20 40 I t `vi SCALE 1"=20' ,1 11 ICI , 2.10 ,yI-��y,yj A�}}E�� v Ali'K `\ m SD#H4 CB PE II 48" I N:170292.9 I1 41293668 58 RIM 21.40 IE-16.81 6J(II S �r IE=12.37 1 (1 �� IE=12.37 1 "(OUT)W I � I 22.10 1 X TER RKER I o I 1' SD#HS CB Ti r48" _ . N:170287.85 E;1293773. RIM-21.36 \ " i 1 wl IE-13.39 18(IN)4W � - 22.94 � NOTE: - ALL SPOTS SHOWN ARE BOTTOM OF CURB \ \ g ELEVATIONS. ALL CURBS ARE TO BE 6" 3766.61 CURBS UNLESS OTHERWISE SPECIFIED. 21. j 22.64 t w .70 A \ , Y \ 'NATEP_ _�.� MARKI Legend D#H6 TYPE I .48" 00 :17025 .94 E:1 938b4. 8y \ = 2 - - - -1� ` EXISTING REMOVE PROPOSED IM=22.2 V - \ 1 =14.60 12"(IN) \ RIGHT OF WAY - - I =14.10 18"(IN) \ PARCEL LINE N 10 LF 12 • \ \ \\ \\ ASPHALT PAVING f SD181 B I N:170 528 CONCRETE PAVING F 12" SD D 6.2%RIM=2 .67 7-_ IE=18. 5 12" T)N \ BUILDINGS SD#H6A CB TYPE k GRAVEL F - - 7 I I I \ N:170323.26 E:129399.99 L - _ J (M=22.49 V ` ROCKERY ccc)�] EE12*3836.55 4 ( I -18.94 12"(OUT)S \ o 127(CURBING _ 1 \ \ OUT)SW 3 I \ F CONSTRUCTION LIMITS LIMIT WATER LINE I \ I yI L STORM DRAINAGE LINES 1 d s SANITARY SEWER LINESv-- __ POWER .62 \ TELEPHONE LINE - -T- \ RI ge �, Rrdge j �' 1A i \ \ R 4e - ------------------ GAS LINE -G- \------------- 23.62 ® ( \ ( \ TREE E E E-7---E E E E ` WATER METER/VALVE/FIE D4 E-�� - - _ 2- 1 -1 STORM CB/MH LA \ 3.57 8 ��%� 1 1 \ 23.56 ! 4355 1 ( m - - - I SANITARY SEWER MH/C0( c ® + m I - GAS VALVE/METER M L p p r F l\ F _ ti STREET LIGHT ASSEMBLI o Q Match Line - See Sheet C4.05 '. • 24.00 24 00 - 4.0022.6 { TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Grading And Drainage Plan C4004 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW mrsim BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF REN I ON RECEIVED JAN 2 0 2011- PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL z� ti z O� 36936 -GISTV, 40NA1, E� Q I I I OI16 SHEET TITLE I NUMBER Grading And Drainage Plan C4004 TITLE LONGACRES FRAME AND GRATE 6" MIN COMPACTED BACKFILL SLOPE BUILDING WALL SEE MEETING GRADATION REQ'TS FOR FINISHED GROUND STRUCT'L PLANS STRUCT'L FILL (SEE NOTE 2) PER PLAN BUSINESS 12' MIN SLOPE TO DRAIN AWAY CONCRETE CENTER '12 MIN ii i�i%� FROM STRUCTURE 4 � -, A :� \ COLLAR i ^if 1. ,'�f i�J^f i. i-IJq� /\\i/\i \\ j \\/ \ 6" / \ , \ Z 4 WRAP IN NON -WOVEN t, at t, j,ca t 12" v \\i FILTER FABRIC u\-\ c \i MAX 4 MAXhi 2-12" RISERS MIN - 00V OG� (MIN) GRAVEL BACKFILL FOR DRAINS o v� /v PERF PIPE SOLID PIPE[C) Gocl OUTLET PIPE ,L� �g,Our ��U� � 4" - 8"0 AVG U��udgl QUARRY SPALL \ ' SW 27 CHES \ o� �- C \ DISCHARGE PIPE BUILDING FOOTING, n , a >; <AVEW D TH T c ( ) AV S MAX DESIGN WSE , "� o . \'\ `' \; PER PLAN �) 12" SEE STRUCT'L PLANS o O C PAD IS 4' WIDE MIN TYPE 2-48" CB BASE UNIT 6" SDR 35 PVC PERF PIPE i i�� va�� ,y , p li 1' MIN LA SEE APPLICABLE STANDARD DETAILS. SURROUNDED BY 6" OF v / SECTION A -A CONFORMS TO WASHINGTON STATE GRAVEL ON ALL SIDES. �� l" ,:� vv V� "v A'� THICKNESS APWA/WSDOT STANDARD CONNECT TO STORM��y SPECIFICATIONS & STANDARD PLAN. T-SECTION CONVEYANCE SYSTEM.' MIRAFI - EROSION FABRIC RYAN SUBDRAIN PIPE OR APPROVED SUBSTITUTE STRAP TO WALL. (4) PIPE CLAMPS 2 STRAPS MIN REQUIRED. 1. 6" MINIMUM DIAMETER PERFORATED OR SLOTTED PIPE; TIGHT JOINTS; BUILDING LASTING RELATIONSHIPS SLOPED TO DRAIN (6'/100' MIN SLOPE). u'' r 2. PERFORATED PIPE HOLES (3/16" TO 1/4" 0) TO BE IN LOWER HALF OF THE DIRECTION OF FLOW_ PERFORATED PIPE SOLID PIPE I 48" PIPE WITH LOWER QUARTER SEGMENT UNPERFORATED FOR WATER FLOW. 3. SLOTTED PIPE TO HAVE 1/8" MAXIMUM WIDTH SLOTS. CONSULTANT COUGHLIN FLI , NOTES: NTS PORTER RUBBER BOOT NTS 1. ALL METAL PARTS AND SURFACES MUST BE MADE OF NTS 1MSH JP D WER T N NTS ? Rip Rap Pad 4 LUNDEEN Dis-Similar Pipe Connection I CORROSION RESISTANT MATERIAL OR GALVANIZED. Spill Control Device 2e GG Footing Drain J 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 #4 BARS @ 6" CENTERS ACCESS RISERS, CORRUGATED METAL BOTTOM FACE WITH MANHOLE PER STANDARDS, WITH LADDERS PROVIDE THREE 1" DIA LIFT HOLES P: 206/343-0461 2" CLR 1" MIN COVER (MIN 2 PER PARALLEL PIPE) SEE NOTE 1 SPACED FROM20 CENTER 9F (TYP.) R F: 206/343-5691 TYP. N INSTALL PRECAST GRADE FRAME & COVER/GRATE A CONSULTING �_ �J 2" RAISED LETTERS RINGS, RISERS OR RKiD �� R=a/a^ A L � A LEVELING BRICKS AS LIMIT OF EXCAVATION (TYP.) STRUCTURAL AND CIVIL i 30" MAXIMUM FOR PIPE UP TO AND INCLUDING 12" 20" �M o -� NECESSARY TO MATCH 12" 12" ENGINEERING CORPORATION PROPOSED PAVEMENT ( -) e �J - FINAL GRADE. F SURFACE ISSUED: FOR PIPE LARGER THAN 12", O.D. OF PIPE PLUS 16". � HAND COMPACTED BACKFILL F i1 EXISTING PAVEMENT O SPRING LINE 48' 54" & 60" TOP SL B N6 DEFORMED - DRAIN a 4" MIN SEE NOTE 1. DFFORM. DATE DESCRIPTION COMPACTED BEDDING GRAVEL PER SECTION 9-03.12(3), REBAR - o E F �� L 1� ASPHALT CONC. 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 "GRAVEL BACKFILL FOR PIPE ZONE BEDDING", OF THE �I STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. 5 BARS ® 6" CENTERS p7 GALV. , - IC L PAVEMENT CL 'B' 11/09I2015 BID PACKAGE #21 ADDENDUM #4 # ] - _ 0 FIRST STEP FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) BOTTOM FACE WITH SMOOTH sTee� " I '' MAXIMUM 18° PLACE &COMPACT 11/12/2015 BUILDING'D' PERM T � 1" MIN COVER L C \ B BELOW COVER CRUSHED SURFACING 12111/2015 CLEAR AND GRADING PERMIT - TOP COURSE 2" CLR 1-7/B" (TYP.) 1/08I2016 BUILDING PERMIT RESUBMITTAL TYP N 11 3/4" - NON-SKID INTEGRAL PATTERN TO :[12" \ /\ �PR FA RI .AT ❑ A D R BE CAST ON TOP OF COVER EXIST. MANHOLE OR N X PIPE �� COVER AN FOUNDRY NAME CATCH BASIN KEY MAP: SEE ABOVE FOR TRENCH WIDTH ( 1� HAND COMPACT BACKFILL j20 j /� PAVED AREAS �\ /) COMPACTED BEDDING GRAVEL PER SECTION 9-03.12(3), / / - - __FT 12" WIN U BEDDING MAILKIAL FUN IHLKMUFLAJNC FIFE Or I I - - " ' 1 1 I-� ` STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. " T Y 4 Fr :-•f-r-r PVC PIPE ;� I- F1 FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) � * ALL STEPS &V RUNGS 8 CATCH BASIN STEP # FRAME & COVER/GRATE GALV. DEFORMED REBAR INSERT BOLTS: 8 WEBS LIMITS OF OR COPOLYMER PROPYLENE. DRILL & TAP: 5/8" - 11 N.C. 1/2" THICK 12" 3000 P.S.I. CEMENT CONCRETE CONCRETE ENCASEMENT EXCAVATION 12" D SEE ABOVE FOR TRENCH WIDTH 2" C 120 DEGREES (TYP. 3PL.) `a 12" MIN � PLAN PERIMETER SEAL N CONCRETE, 2000 PSI (SEE NOTE 3.) nP. 1z=MIN I��I 8" N 3/8" 1 0 PROJECT NUMBER P15TBB-004 O FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) #6 BARS ® 7" CENTERS R (� � 2 % \i BOTTOM FACE WITH l`-�J r r a 1 MIN COVER INSTALL PRECAST GRADE DRAWN BY SAS eltvArloN PAN DROP RUNG '' RINGS, RISERS OR LEVELING 20" CATCH BASIN STEP CONCRETE 1/18/2016 n NOTES; 1" PERIMETER BRICKS AS NECESSARY TO ISSUE DATE SEAL SHALL FINAL GRADE • .. 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE 26 3/8" EXTEND 2" DETENTK)N PIPES YVRFI UNDERDRAINS (SEE NOTE 4) ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, 25" SEAL RIGID OR FLEXIBLE PIPE BEDDING (PER ABOVE). 96" TOP SLAB ASTM C478, AASHTO M199 AND MEET ALL WISHA REQUIREMENTS. 25 1/4' BELOW GRADE 3ECT10N A -A 1° FILTER FABRIC ABOVE GRAVEL BACKFILL FOR DRAINS. 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR RINGS OR PROVIDE 12" MIN OVERLAP AT SEAMS. APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, BRICKS \ EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR. EXISTING MANHOLE GRAVEL BACKFILL FOR DRAINS SHALL CONSIST OF OR CATCH BASIN 8" 1" WASHED ROCK FROM BOTTOM OF UNDERDRAIN PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. � �o= PIPE TO SPRINGLINE OF DETENTION PIPE. UNDERDRAIN PIPE (TYR) 6" MIN PERF. PER STANDARDS 3. HANDHOLDS AND STEPS SHALL HAVE "DROP" RUNGS AS SHOWN (SEE NOTE 5.). ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. UPPAVED AREAS 1 1/4" 23 3/4" FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) 5" 4. SLAB OPENING MAY BE 24" X 20" OR 24" DIA 3/4" 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC 33 3/4' HAVING A MIN AREA OF 0.12 SQUARE INCHES PER FOOT MAY SECTION B-B BE Used. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497. NOTE -a- SHEET TITLE I NUMBER 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF COVER NOTES R'NOTE& 1. WHERE DEPTH OF NECK EXCEEDS 24 INCHES, ADJUST MANHOLE/CATCH BASIN TO 4 CATCH BASIN. 1. USE WITH THREE LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 1. DRILL AND TAP THREE 5/8"-11 NC HOLES THROUGH GRADE BY INSERTING NEW BARREL SECTION BETWEEN THE CONE/SLAB AND Storm Drainage Details STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2 LONG. DRILL HOLES RING AT 120'. EXISTING BARREL. NOTED 7. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY SPACED 129, TO MATCH HOLES IN RING. 2. RING MATERIAL IS GREY IRON, ASTM A-48 CLASS 30, 2. GRADE RINGS, RISERS AND BRICK SHALL BE SET IN 3/4" NON -SHRINK GROUT, 536 GRADE 80-55-06PLASTER SMOOTH INSIDE AND OUT. 1. COMPACTED CRUSHED SURFACING TOP COURSE SECTION 9-03.9 3 , "CRUSHED SURFACING", HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. () EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. 2. COVER MATERIAL IS DUCTILE IRON ASTM A. 3. SHALL CONFORM OF THE STANDARD SPECIFICATIONS CAN ALSO BE USED AS BEDDING GRAVEL. 5 OF THE STANDARD S. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD SPECIFICATIONS, SPECIFICATIONS, AS SEC. MODIFIED HEREIN. 3. STEPS OR HAND HOLDS SHALL BE ADDED AS NEEDED. 2. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION GRAVEL TYPICAL ORIENTATION OR UNUSUAL STRUCTURES. AS MODIFIED HEREIN. 4. PRECAST GRADE RINGS AND RISERS MUST BE CAST WITH GROOVE TO ALLOW FIELD 4. APPROXIMATE WEIGHT OF COVER IS 150 LBS. PER SECTION 9-03.9(1), "BALLAST", OF THE STANDARD SPECIFICATIONS FOR ACCESS AND STEPS 4. APPROXIMATE WEIGHT OF RING IS 215 LBS. INSTALLATION OF SAFETY STEP. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING PIPE TO PREVENT FLOTATION 5. RATING - H2O. 5' za" s"� 5. RATING - H2O. 5. REPLACE EXISTING FRAME AND COVER/GRATE IF NON-STANDARD. �� DURING CONCRETE PLACEMENT. OliMPlCi��'�EQUAL C40 1 1 CLEANOUTS ON UNDERDRAIN PIPE, EVERY 100 FEET, AND AT BENDS OR JUNCTIONS. 6" OR 12" 4. PROVIDE NTS 1-#3 BAR FOR 6" NTS12 NTS NTS Pipe Bedding 9 2-#RISERR FOR 12" CB Ladder, Step and Slab Top 10 P g 24" Bolt Locking Manhole Ring and Cover I I Manhole / CB Rim Grade Adjustment d� TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW IiYAN RELATIONSHIPSBUILDING LASTING CONSULTANT C OUG H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'U PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PETS � 2 � 36936 Q 'C, S7 V,% G, °NAL E� I�i8116 SHEET TITLE 1 NUMBER Storm Drainage Details C401 1 15 LSD#L3, CB TYPE I LSD#L2, CB TYPE I RIM=22.01 IE=19.51 12 (OUT)N RIM 22.67.... IE=19.20 12"(IN)S IE=19.20 6"(IN)E IE=19.20 12"(OUT)N 10 5 SAME STRUCTURE 30 25 20 15 10 .............. LSD#H6, CB TYPE 11. 48 RIM=22.52 IE=14.60 12"(IN)S IE=14.10 18"(IN)E IE=14.60 12"(IN)N 5 IE=14.10 18"(OUT)NW 10 RIM=2t.36 IE=13.39 18"(IN)SE IE=13.39 1 B"(OUT)W PROPOSED SEWER IE=12.66 L-SD#H8, CB TYPE 11.48" RIM=22.45 IE=17.13 12'(IN)S IE=17.13 12"(IN)N SAMESTRUCTURE STORM PROFILE: SD#L3 toSD#H6 SCALE: I "=S' V. I"=20`: H 3+1 25 . 20 k, 20 ........................... 15 AS-B LT ELEV \ y TOP OF LIVE STORAGE 17.00 — — — — _ — — — - 1 EL= 1 93 — 15 1 ...... ....... w z J ..._ 1. _..... ... _ __....._ ......... 5, : ..... ..... �-t _ _ I ..E BOTTOM OF LIVE STORAGE=14,00' JUTE FABRIC BETWEEN I ..... .....1 W a w a ( JUTE FABRIC BETWEEN ELEV's 14' AND 17' / \ SEE L'SCAPE PLANS a ELEV's 14':AND 171 / \ j/ 73.5' PIPE SEE L'SCAPE PLANS 4 10 I \ / \ DETENTION POND ...... / _..... ...... ... /.. \ 5 / .. 7SppHI,CBTYPEII.48"...... __...... _ ..... ...... ........ _.. RIM=21 35 2' FROM FACE OF CB IE=9.25 24"(IN)E 80 FOOT FUSE WELD HDI SD#ZS, CB TYPE II • S4" IE=17.50 6"(IN)S RIM=22.09 SOLID WALL PIPE ®0.99, IE=9.25 24"(OUT)W IE=8.40 24"(IN)E 0 . _ .... JE..8.90.18"(IN)S... ..... .. IE=8.40 24"(iN)W IE=8.40 24"(OUT)N DETENTION OUTFALL'TO POND IE=7.00 4 4: \ / \ / 4 BOTTOM OF DEAD STORAGE=6.00' \ BOTTOM OF DEAD STORAGE=6.00' / 5 \^ Anr n�� nF vnNn= nn' % \ BOTTOM OF POND=5.00' /. M TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 RyikH BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 2061343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: F- .- PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Storm Drainage Profiles C4020 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL r �o y z 36936 q C� c]ST@��1'i. UNAL III$I16 SHEET TITLE I NUMBER Storm Drainage Profiles C4020 Y S° Call before you TITLE , / , / , / , /, , 5° / 39',` D . 8.1.1 LONGACRES PoM.W / � i 1o•.�Aa4 I s° / ; i _p I , /SO ( "- 0 10 20 40 or 1-800-424-5555 / ,' z� / �s° mm Roam UNDERGROUND BUSINESS I / / I / / �; _ AN / SD SCALE 1"=20' SERVICE (USA) SO- CENTER 31 / // _D_so a �11 o w yp SW 27TH ST& NACHES /// AVE SW SDIRI CB N:17 0833.;PE:1293054.08 � / / / / /� / i RIM-19.45 / RYANRSDpA7 CB�8-IA" il / / � � N:170315.3�3 1�302li/ , / I / / /A / / o IE=10.35 "(IN)SE RIM=21.37 iil!l/'IE=11.28 1�"IN I I I l / '/iACONNECT T =EXISTING LONGACRES //A�/ IE=19.74 I` i l l l l l /// ' i z 48" STORM STEM d/ ' h/ (A) I I l l l / / , { CONTRACTOR TO VERIFY LOCATION IE=10.78 2(}"QOU�E II' I I' l / / / l/ / i 1�AND off/ / / / / / / / PRIOR TORC( STRU TIONM PIP ��ti �� / / / / ! / BUILDING LASTING RELATI / / I 0 it n / I� m / / 'o it �� f j 11 1 1 // ' CONSULTANT COUGHLIN �I LOW POINT / , IIIn / I \ I PORTER TEL LINE f I / I I I I I / SDR3CB TYPE II-n,, I I li �m" / I I I I I I I\ �� LUNDEEN 45.1' (72') I i / / I I / / N:170698.56 E:1293162.92 RIM=20.23 1 lil I I I I V A \\ w 1 I I o 0 1 ! / IE=14.00 24"(IN)SE I I .1�° I j I I I \ \ '\`\ - 801 SECOND AVENUE -SUITE 900 l �l I I I I Z c o IN 00Z/ / W/ IE=124"OFLOW CONTROL RISER I �SO� �y>� � I I I AV '- \ SEATTLE, WA 98104 r r J E SHEET C4.30 FOR/ SPECIFIC POND DETAILS ti° v ( F• I /i l I 1 I `� SEE DETAIL I \ \ 1 `�r0�t 2y P:2061343-0460 o I m AN M DISCHARGE OUTFALL PIPE PROFILES. J �� / 5 F:206/343-5691 X CBTYPE I N:170693.99 E:129318 4.0 / "II� ACONSULTING STRUCTURAL AND CIVIL RIM=17.01 ��/ I I I \ --' ENGINEERING CORPORATION / 11 LF 24" SO 0 6.6% l - - j l E=13.50 24'(OUT)NW / 1 I \ �\ \ - BIRD CAGE TOP ISSUED: / - � SEE DETAIL 11 / � � c4vw I err DATE DESCRIPTION I 8"IRR M - 37 LF 24' SO ® 0.0% 39' PL4%AP I / LIMIT �-LIMIk rt T N 4 10/27/2015 BID PACKAGE #21 ADDENDUM #1 24° SD OUTFACE\\ \ \ 11/09/2015 BID PACKAGE #21 ADDENDUM #4 IE/ � 14.00 o'� wan tp TYPE II.72" \ \ \ \ - - _ 1111212015 BUILDING'U PERMIT W RIP RAP PAD N:17070 88 EA29314.12 1 SEE DETAIL 1.0" RIM=20: \ l I \n \ 12/11/2015 CLEAR AND GRADING PERMIT � ow, - E=13.25 94°(IN)S \\ l I �yv 1108/2016 BUILDING PERMIT RESUBMITTAL IE=13.25 2�'(IN)SE � 19 IE=13.25 24�(OUT)NW \ • �' 1a IE=13.25 24°(QUT)NE \ KEY MAP: 0,ml 6 _ I q / '� �OR$WJ'DE B M� ' �= 16 \ q \ 2�S000TFALL �L=14.00 '1'?.•�� t415 I I�=7.00 i 8 T m /W/ RIP RAP PAD''' // 13-e0 SEE DETAILi - /6 12 �\ 1 \ TYPEII•I8" dd 2 E:12932�2Z2 1/ \ 4•(IN)W 4'(OUTW 4°(OUT)E SDMZ •11" I A� / I 6 1 N:17 RIM= IE=7. � -' I I I I I � I I I I I IE=7.65 \ OVER j I I I � /BOTTOM OF POND EL=5.00 " LIMI �1' 6" E D 19 46 'I f l BOTTOM OF POND EL=5.00 I I� I I LOW\PO TEL LI�' 7 21 LF 24" SDI ® R 39.5' 1 5 0 5 I i 7 8 SDOIS CBE • 54" A 10 9 / I N:170313.29 E 9�249.�4 \\ �' \ 19 A / RIM=22.081 41A I1 _ / I 4O I I 12 / N , IE=8.40 24'(I) IE=8.40 2¢%,q I / V AN 7417 �- 1820 000 4000A\ \\ ilwn *Wv CESS ',ROAD SEEDT SDBBICBfY44 I) TI v v V I 10 LF 24' STUB 6 �`. � � 1 \ VTR I / ,I hl 1� Oq �T TORE BOEING CON €CTIO c �� \ \\\\,ICI \ � o I / 24 LF D ® 1.0% o - .` yo Le end NUMBER ` EXISTING REMOVE PROPOSED RIGHT OF WAY - - PARCEL LINE -- 1 ----- PROJECT NUMBER P15TBB-004 ASPHALT PAVNG�. CONCRETE PAVING DRAWN BY SAS BUILDINGS ® ISSUE DATE 1/18/2016 F _ _ GRAVEL 'L _ _ J SEAL ROCKERY Cl= I CURBING CONSTRUCTION UNTIES IIIIIIIIIIIIIIIIIIII LIMIT WATER LINE W ti STORM DRAINAGE UNESD SANITARY SEWER UNESS- POWER -P- -P- TELEPHONE LINE - -T- SHEET TITLE I NUMBER - - GAS LINE Grading And Drainage TREE t�o / WATER METER/VALVOM ¢ 0 pQt Plan STORM CB/MHLlj •� SANITARY SEWER MH/CO! _' o O GAS VALVE/METER LM O kl G NOT: STREET LIGHT ASS M L O-E] C4006 ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEVATIONS. ALL CURBS ARE TO BE 6" CURBS UNLESS OTHERWISE SPECIFIED. TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 R. 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2l ADDENDUM #1 11/09/2015 BID PACKAGE #2l ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/1812016 SEAL wk O ti z CISTERN o�L E� IIISII6 SHEET TITLE / NUMBER Grading And Drainage Plan C4006 - . ,.. ...... SD..® 1.0%................. ....... _... .. ......... _ ..... 113 LF 12" SO 0 1.0% 130 LF 12": SO 0 1.0% 15 SD#F 10, CB TYPE I - RIM=22:65..... _.... SD#F9,CBTYPEI SD#F8,CBTYPE.1.... _ _..... ......_.... .... ......... ... .......... ......... .. ..., _......... 15 __. IE=19.68 12"(OUT)SW RIM=21,69 IE=19.18 12"(IN)NE RIM=21.75 IE=18.83 12"(IN)E SD#F7, CB TYPE IE=19.1812"(OUT)W IE=18.8312"(OUT)W RIM=21.58 SDpF6,CBTYPEI IE=17.6512"(IN)E Rlld=21.57 10 IE=1815 6"(IN)N IE=16.57 12"(IN)E RIM21CBrrPEll-48" 10 _....... .............. ..... ..: _ .._.. ..:........ . ........ ...... ......1.Ee1765..12"(OUT)W........_.. ... _...... . .. .......... ....... ......... ..IE�1.6.57 12"OUTW _. ( ) ......... ...... _. .... .43 IE 1325 12 IN E 12"(OUT W IE=15.25 ) STORM PROFILE: SO#FI0 to SD#F5 30 SCALE: I -S' V. I "220' M 30 0+00 1+00 2+00 3+00 4+00 5+00 SAME STRUCTURE SAME STRUCTURE 25 25 L ... ._. ........ '_ ......... ................. _ PROPOSED GRADE . _ _ ....... ........ 10 !_-SD#FS,CBTYPE 11.48" RIM=21.43 ... .... 1E=15:25_12"(IN)E _. IE=15.25 12"(OUT)W 5 0 1+00 IE-1p.73 SD#F4, CB TYPE 11.48" RIM=21.17 IE=14.23 12"(IN)W IE=14.23 12"(IN)E -SD#F3, CB TYPE 11.48" RIM=22.64 IE=12.99 18"(IN)SE IE=17.63 6"(IN)E IE=12.99 18"(OUT)N STORM PROFILE: SD#FS to SD#ZS SCALE: 1 "=5' V. I "=2V H 2+00 -SD#F2, CB TYPE 11.48" RIM=23.74 IE=12.21 18" (IN)S IE=18.73 6"()N)E IE-17.55 6"(IN)W IE=12.21 1817(OUT)N 3+00 SD#F I, CB TYPE 11.48" RIM-22.87 IE=11.42 18"(IN)S IE=19.73 6"(IN)W E=11.42 18"(OUT)N lU 5 7SD#ZS, CB TYPE 11.54 RIM=22.09 E=8.40 .24"(IN)E IE=8.9018"(IN)S 0 IE=8.40 24"(IN)W L IE-8.40 240(OUT)N _ _..... - - SAME STRUCTURE - SEE SHEET C4.20 4+00 4+40 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT ``OUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 01;Mr.mon PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Storm Drainage Profiles C4021 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW R RYA�N BUKOING LASTING RELATIONSHIPS CONSULTANT C OU G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11/09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PETS ti z0 36936 9 �G1ST&� UNAL E I�ISI16 SHEET TITLE / NUMBER Storm Drainage Profiles C4021 �> IIGH PINT 01 I I I , c L, II m I+I I LOW POINT I TEL LINE r J I I I I I o / lil I 24'SO OUT'. lE=7.00 m ; W/ RIP RAP I II i SEE DETAIL � Ili ul I I ' I /R� I g J Er �I +wli LIMIT mm icy E 1G I LOW PO.V TEL LIN 39.5' (7 T ' I I I I I I I I >I� `„ z o �I I I I I I I I � It �� II I I it \ TITLE g o qv loop N�j ONGACRES BUSINESS CENTER 1 > z► 7Y f >�N I oz SEE SHEET C4.30 FOR SPECI -STORM DISCHARGE OUTF, \AND zz o i Y *V�INNACCESS ROAD: *goo EE DETAILM�IWn M C3.1 t A DOPL4R \ V, \ \ \ P rr 17 r I - I 48' POPLAR I \ I Z SW 27TH ST &NACRES /i I I AVE SW I 1 ♦ ' � I I I(� �a rc7 / I ' P ECT EX WATER VALVE > I I I I I ,�. / I i l l l vv � F2YA N JILES/ ' ' ^ \ / �� IK BUILDING SD#Z2A CB TYPE 11- 54" 4:170693.99 E:1293184.0 RIM=17.01 II IE=13.50 24" OUT)NW� CONSULTANT BIRD CAGE TOP �s' I { COUGHLIN SEE DETAIL(a) ON THIS SHEETHARGE PROFILE I� A \\ \V PORTER C4.m LUNDEEN 24" SD OUTFALL I 801 SECOND AVENUE -SUITE 900 IE=14.00 SEATTLE, WA 98104 W/ RIP RAP PAD �j , '� �\ I �,\ \ �\ �'\ SEE DETAIL V0M / ' \ P: 206/343-0460 ,-�M � •\S c� _ q� `, � I \ F: 206/343-5691 A CONSULTING MSS I� 18 \ V A A STRUCTURAL AND CIVIL I- 16 � y9 �\ ENGINEERING CORPORATION 15 � T OVERFLO P® LF 24" STUB FOR �� T R SEE POND DI`61CRAWBOEING CONNECTION ISSUED: 14 NOFILE THIS SHEET / 13-- �� 9 \ DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT g 1/08/2016 BUILDING PERMIT RESUBMITTAL A I 6 \ ---- KEY MAP: Ks BOTTOM OF POND EL=5.00 I ml;mr.mmm —5 — — 6 7 s 4 10 / PROJECT NUMBER i 11 DRAWN BY 12 J ISSUE DATE / 15 v� --�-- -- SEAL _ 1718 mown_ 20 _ �� / �11WI1 _. _ aftft � � WOO v P15TBB-004 SAS 1/18/2016 \ / SHEET TITLE / NUMBER Detentiion Pond Plan CP C4030 r TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN I BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM 41 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PETS �Q 36936 -GISTE�ti C1 11 V, 118116 SHEET TITLE I NUMBER Detern Pond Plan C4030 J I V � N co L 15 1 LF 24" SD ® 6.6% 30 25 20 15 JVIL rHomu oLI VVLOV— 73.5" PIPE ELEV's 14' AND 17' SEE L'SCAPE.PLANS 1 L / 4 4 V �, 37 LF 24 : SD (� 0 0% �1 1� 10 80 LF 4 . SD 0 0.9% -; 4 \ / \ ...... __ _ 10 70-Lf 24 SD � 0:9% _ DETENTION OUTFACE: TO POND � \ DETENTION -POND __ __ IE=7.00 /� 1 SD#Z3, CB TYPE II.12" SD#Z2, CB TYPE II.12" / \ / 4 RIM=20.23 RIM=20.22 ' / \ E-14.00 24"(IN)SE IE=13.25 24'(IN)S onrrnu nr nrnn CTnnnnr_c nn' / - - - \ �Dnrrnu nr nrnn-crnonrr_c nn' 30 25 20 15 E / IL- L9 IIV JL dullum ur uuw alurwu�-o.vu 1 I S TYPE II 84 5 / IE 13:50 24"(OUT)NW IE=13.25 24"(OUT)NW D#Z1,C8 5 _.—.—._.BOTTOM OF POND=5.00-._i _ _ ......... .... ......... ......... .. ......... .. ......... ..RI.M=19.45 ........ .. .................. _. ......... y IE=13.25 24 (OUT)NE 1+00 STORM PROFILE: DETENTION POND to SD#ZI SCALE: I "=T V. 1 "=20' H 2+.00 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: ml;mr.mmm PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Detention Pond Profiles C4,31 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 12YAN CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF REN T Or�N Rr.:. JAN 2 0 z016 U1LDI PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL pt �Q 36936 9 GJSTCV S ANAL V, I I I8116 SHEET TITLE I NUMBER Detention Pond Profiles C4031 ri Call before you Ito" . } 1 ti � I a =r __ _ ❑ 0 40 80 160 or 1-800-424-5555 - _ -- — I � �---- � � UNDERGROUND SERVICE (USA) SCALE 1 =84 ti . o E•..-`5*06Ei1 e': _ -�.:-, -- -:1 ` I a'tTr• i� /• ll II I , f. Ir I I 1 II � k / R _.- � _...- `'``_"'.� Mom'•.' , - _- _ t- .,.. � - - - -.-.- ILI I I _ E I 11 E I i� I ,; . I v E �� ; - = _ I Ili E I EX -Ine SSMHt For`Futur Expansion I �/ o ti I"w F SSE/ 11 {, `; � ' �� Do Not pisturb Ex Utilities=vv . -. ay _._ — _ `_ •— —�-- — — — -- ____ — _ — _______ —_ice �� ,.''• . : - � 20' Sew_ rlW t it _� _ Comb%n d �. —_ v, 4• -. _ .. .rmysF,,..+, _ •,.---'a - ."'-••ar,-"--r,... - -••'may, w. _. ,�, �i I k,I 3':.,. _ i - ! FH e . 4 X �� Sewer/Water 1 1 . Water In -- Combined Easement 1 11 a __ _ + , --. ( --' �._. r 15 Sewer Easeme -- Warr a_ nt 1 I - --- -_ - 4 - , Building C , _I l.,a_ I� —r-- _ — !j 12" Water Main Lo I 1 — 8_ PV S nita� a �r [Bu ldl�g 1 W r. P o Right -Of -Way �_ P. O Y. 1.•• f ., - A F FH f;" r — --- &I L—�FH 15 W�t�'r EEas ent L------- r .. I to i _.. U (� 8 PVC nitarY 12"Zer Mai Loci W I 1 U V able Width r . I annect To Ex S wer aln �� 1' Water asemen Utl erY n E a Nit I :..1 I. . ;�� Ax I I TITLE EONGACRES BUSINESS CENTER SW 27TH SIT & NACHES AVE SW CONSULTANT C O U G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE 421 ADDENDUM 41 11/09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: I;mr.mo PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Utility Overall Plan C5000 TITLE EONGACRES BUSINESS CENTER SW 27TH SIT & NACHES AVE SW RYA11111 I BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'UPERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL 0 PET OV 4 � o n z f,7 36936 T rlS'Cy,��'j:.. OVAL IIISIIG SHEET TITLE I NUMBER Utility Overall Plan C5000 w ( I w I I c N Z C I r i y I r I I I Z I. N { rn I m I w r_ LIMIT LIMN cps=owe--pow aar �� IWI 4OP OF COMM CO DUIT TO BE BELOW IOTTOM OF FUEL JNE$. ASSUME FUEL LINES 6' DEEP TO: TOP, OF PIPE. TOP OF COMM = 9' BELOW FINIS GRADE m OR - SEES`PROFILE; �WER 2T" ALDAR 1 ;f I I (4) 4' COMM CONDUITS SEE DETAIL (]E) - -- L11 l I G OUR HEALTH UV-444 - y I C MM VAULT { �,ti,r 10' BIRCH 0 Match Line - See Sheet C5.02 ASPHALT le`,.16' CEDAR I 20' COMBINED SEWER/ WATER EASEMENT I�I I II I 1 8" DECIDUOUS {i I N i I � iI TIL I I I I II II I T I '.'I L I I I a 20' L. WATER PLANS REVIEWED BY: ABDOUL GAFOUR 12/9/15 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7-10 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS ; GRAVEL L 7 LJ ROCKERY CURBING _- CONSTRUCTION LIMITS LIMIT WATER LINE ., STORM DRAINAGE LINES SANITARY SEWER LINE - POWER —P— TELEPHONE LINE T T GAS LINE � G TREE' s WATER METER/VALVE/FHPD 0 Nt STORM CB/MH „ ICI v 1 SANITARY SEWER MH/CO! ' o ® • GAS VALVE/METER X 0 b O STREET LIGHT ASSEMBLY,----�� 0-0 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 11;mr.mmm PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Utility Plan C5001 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL �Q 36936 qC' =GISTVY � OVAL E III$I16 SHEET TITLE / NUMBER Utility Plan C5001 Match Line - See Sheet C5.01 MEOW 1) - -0_77_ I (1) 1-2- 45' BEND (MJ) I Jf W/�NRUSI BLOCKING STA t3+67.9 (0.0' Rt.) \b jb 101 \ • 26 LF 1F�� DI CL52 / - - - 12°-45' BEND (MJ) V W/ THRUST BLOCKING (4) 4" COMM SEE DETAIL i 771-20-LF-1 2-"DI CL5 STA 3+4 0.0 Rt)ti------------- / CONDUITS TO BE 12" CLEAR BELOW) I RIGATION1 ER.. �� t `'� ✓/ LINE. DEPTH= 6.5'+ EELOW O z I E� ICITY O�PTON ST s �, I / FINISHGRADE EFL DETAIL � \� II oIt • 7 5LF 2" TYPE PE A� -o 1 O 12x E ) -00 NACKFLO REVENT{ON ( 0 0.0 Rt I�, rn ODNEl CONTINUAiI11N E 'SCOPE P1ANS _ GROUP HEALTH UV-444 IMIT_ w (LIMIT .rr ( COMM VAULT 1 7 NLill] TOP OF CpMM CON UT TO BE B�L W (4) 4" COMM CONDUITS BOITTOM FUEL L NE ASSUME 'F EL SEE DETAIL I n I LINES 6' QEEP TO OP OF PIPE. OP OF COMM = 9I BELO INIS GRA�q OR 'OWE - 3EE ROF�LE T T 1- I� � `� I 6" SSCO I �r *' I I m I RIM TO G E .. " .. 3 I 33 LF 6" Sj M 20% t` w z 15' WATER EASEMENT 115' I, E _.1ION ( FIELD V RIFY LO�A I �) 12 WA ER STUB AND J ` 1 12'x6 TEE fL I L T / RIM T OG4D " AND ELEVATION QF 1 rr ` y BLpW' OF ASSE ND ( )' f 2 12 GATE VALVES (FLxMJ) I I fE 15.� FI E HYD EMBLY ca PE �C F RE N ON ST � � THRUST 1 6' GATE VALVE (FLxMJ) e, _ I ' CL5 SP 3 S A 12+01.6 BLOCKING o 0' f) i ram, 5.1 . 1 ) I� �1 12`xJ6" E (WxFL) F - - - 1� 6" GATE VALVE (FUM{CV W/ TH UST LOCKING n} ..y, ,. 12" DI CL52 £x 2" cross LF 2" DI CL52 f14" 2 GATE VALVES-(FLxMJ) GATE VALVE (FLxMJ) r b STA 4+87.5 (0.0' Rt.) W►etYr✓ v$�c+►Lr✓ 1 12"x6" TEE FL - 1 6" GATE VALVE W/ THRUST BLOCKING STA 15+17.1 (0.0' Rt.) 3" WATER M R PER C STD's (1) 12" 45' BEND (MJ) I 1 SEE 1 W/ THRUST BLOCKING c5 t� STA 15+88.7 (0.0' 1 1 I I - ` -A30 -- -- ------- -----' F_]2" 01CL52 72 LF 12" DI CL52 - ----- - 4555" E 2,, li J - 9> o 15' WA ER EASEMENT- x�� PIV J (1) 4" 90• BEND (MJ) O jW/ THRUST BLOCKING sL 36 LF 4' DI CL52^L - -T III I 'I II III I m III I II�I I �I Irll ' I� I I II I I o `I o 22 LF If "70I I CL52 I � 1 12"x6" TE t (FL) 2 12" GA E IVALVES (FLxMJ) 1 6" GAT VALVE (FL41J) W/ THR ST BLLOCKING STA 16+1 (0.0' Rt.) I 15 LF 1" DI ICL52 II I I I 1 4' 90' BEND ' MJ IV ' IRANSFO _ _ A LT / I W/ 12 ST! BEND (MJ M { , � W/ THRUST BLOCKING O ) ri { fi STA 16+$3.4 15.0' Lt.) ti Wf THRUST BLOCKING � Ins � �(4) 4" COMM CCINDUJS RIM TO GRADE IE 17.65 6" SANITARY SEWER POC IE=17.75 SEE MECH'L PLANS FOR CONTINUATION 6" \i 6" SANITARY SEWER POC IE=17.75 \ \ SEE MECH'L PLANS ' FOR CONTINUATION RIM TO GRADE \ IE 17.50 FIRE HYDRANT ASSEMBLY PER CITY OF RENTON ST11 310.1 �\ 20 LF 6" DI CL52 SPOOu STA 12+01.6 (20.0' RL) Ex 4J 12 GVs a 1Q . - 11+00 _ + a4 m �33 12" GATE LVES (FLxMJ) \ 2a552a W/ THRUST BL CKING s 83 LF 8 SS ®0:5% s2 a5'ss"v 5 i a %'I Ex� - -` Rrm= 7 2 _ - - - - 40+OO:OD � � #14 SSMH � 1EX 1 5H 12" rt I 1 ' % _ " Rim 25,94 R M=2 .88 ---- I IE= 84e12" N E .3 E w - - - - - - - I ..III IE=9.41- 8 (IN)E / �& (drop Pipe In J CONDUITS TO BE 12" EAR MI" { IE=14.46 5-(IN) LOW = I I IE=9.24 8"(OU 6.5'+ BELOW FINISH GRA ,I CON Ct TO EX S MH as- - AN U9,T RIM TO DE IM=2 O6 p 7 IL 7.46 8"(IN)E m m (INjN' /y o IE=8.72 8"(OUT)S ow A i a 0 N INSTALL NEW 12" WATER OVER EX 0. / IIWI (m u D * Co 12" AND 14R" pPp�ETROLEUM LINES o � IWI9 PROVIDE JOINTTC ING -TEST kTIQ I I' v m rn * AND ANODES I NOTE: = W 12" WATER FROM EX 4 VALVE CLUSTER \ I INSTALL NEW \ 00 � � ' {_ �i 111F EX STUB IS NOT INSTALLED AT CORRECT ELEV AS *CONNECT T 12 WAIL \ SHOWN ON PROFILE SHEET C5.21 ON LI - 12" C ST rn� m A 10+21.9 13. ,A \ � ��ry�,`� _� I I _-- �L f� �- - `- �• -A Match Line - See Sheet C5.03 Wk�L- 44OWTED FOCI \\ 6" FIRE SERVICE SEE MECH'L PLANS �RrJdlmb FOR CONTINUATION 1 _ IacN 1lill 4 DOMESTIC W� �TER 77�� Y7ALIED 1% FOR CONTINUATION RPBA AND DDC# TO BE LOCATED WITHIN THE BUI DINGS SPRINKLER ROOM SEE MECH'L PUNS NOTE: CITY OF RENTON FIRE MARSHAL TO BE,PRESFNT WHEN PIV IS INSTALLED - WhY ? Building'C' FF= 23.00 20' COMBINED -SEW..' \ WATER EASEMENT IRE HYDRANT ASSEMBLY ER CITY OF RENTON STD 310.1 2 LF 6" DI CL52 SPOOL $TA 18+26.9 (16.7' Rt.) I I � ► { 5 FROM EASEA Gn✓ Wdfa/ I P�Ui a "FROM ,FACE.. 1-J I 1 I I J II' I I 20' I I I I � iI I � I I � IFC -- i I I, w' I, FIRE HYDRANT ASSEMBL PER CITYI OF RENTON S D 310.1 d ✓� ��1T �� 19 LF 6 DT CL52 SP L TA 16+ 02 (18.9' Rt.1 \ CURB I J 4 � V ICI I I WATER PLANS REVIEWED BY: ABDOUL GAFOUR 12/9/15 I WATER UTILITY SUPERVISOR I CITY OF RENTON (425) 430-7210 Legend A EXISTING REMOVE PROPOSED I I C) RIGHT OF WAY - - I j n U PARCEL LINE I 4.j ASPHALT PAVING [ Q CONCRETE PAVING --� N BUILDINGS GRAVEL L - - -1 ( Vi ROCKERY (T-'CDQ 1 12"x " Eq (FL) I CURBING --- I 2 12" AT ALVES (LxMJ) � (D 1 6" G TEV VE (FLxMJ) W/ THRUST �13L)CKING I "i CONSTRUCTION LIMITS LIMIT STA 18+26.4 (.0' Lt) J WATER LINE U STORM DRAINAGE LINE--SD �I 4-) (. I SANITARY SEWER LINE --SS POWER -- P- TELEPHONE LINE T (� I GAS LINE G G- I TREE1147 WATER METER/VALVE/FHBD4 -9- io Nt i I I STORM CB/MH L � � J { I I SANITARY SEWER MH/CO(-) o • GAS VALVE/METER ❑o kl O g I STREET LIGHT ASSEMBLt-\� LJ A � ( aL C�S� � Pews TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM #1 11/09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 01;MiGmE PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Utility Plan C5002 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 4Q CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL � zz �Q 36936 UNAL ��Gti� I � 18116 SHEET TITLE / NUMBER Utility Plan C5 .2 Match Line - See Sheet C5.02 - - ---- - - --r-� �---------� -- �- I ANI - ��>� T pT < 6" SANITARY SEWER POC j . Call before you I I - - ° a b f + 5 IE=17.75 - - c c -,- - I 1 s" SSCO' m m SEE MECN'L PLANS o zo ( ( I I RIM TO GRA ® FOR CONTINUATION 8-1-1 D g 4 m� v� o I I " ". IE 17.72 I I v• o_ r a m > I I 8 x6 WYE \ 6" SSCO 29COMBINED SEP7E I N ' N Z mz m v I UNDERGROUND WATER EASEMENT Or I-800-424-5555 ( I ( I ( - RIM TO GRADE I '. o Iz m r - I I IE 17.65 G� t" �cn •' � I 4 LF 6" SS @ 2.0% MIN � i �+ /�o I 6" SANITARY SEWER POC Building �C� I SERVICE (USA) ER `-� •4r GROUP HEALTH UV-444 \ IE=17.75 m e c COMM VAULT N I SEE MECH'L PLANS FF= 23.00 N I KII` FOR CONTINUATION b I 0 10 20 40 I- I o t I I I I N � � I \\ , � � I I I I - I (4) 4" COMM CONDUIT m N I SCALE 1"-20' (4) 4" COMM! CONDUITS W m � ti� m -- - - I-- N I 3 ow I I FIRE HY A SSEM _ ( Q y 20R FIfi I C 52 SPOOL 310.1 � �a, 7Ln z ( ( a - ELECL VAULT UV7575, W , .. y ata °< a } (1) 12 2�R BEND (MJ) I r W THRU CK L - - STA 4T+41. - (1 .0 „x,xxxx , I� s W c L ING 1 ® 7 / r STA 19+7 . 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Renton Std Dtl 406.1 (1 Side Sewer Installations 7 11:-114- SEMI 22-Try BEND.. 15• BEND G sAF HD' RENDP. i �4 ,r'.k� �al Wm t1iiTES 1.WUMA EMGG Pux,AS AETN M'a _ SC4 1vKe pRM2NT u.w SrOWI W'A" M. Fklt*u1XF, Qv M 4HTMLN w.e[awxc a [P.W nA2 ARwsr wsrvMrt I. m2vum. vb<t aw. AAIc : POxc¢�e kAASS �`.. Hcu alb RAW . xE NTPaO a AJ. A:aww s,Alyaz } P YA 1.1T AU .' C46ALM AArM P ✓AW OXII IA MEn IEibryWlf AUE=5 TO e.^<E .u10 aYusWat eA mdrt¢G PUBur WORKS CONCRF.TF SI LICKING FOR SRD PUS - 990E •• FiORICON IAI_ AND DOWNWARD DEPARTbtEN9' VERTICAL SENDS MARCH 2010 N m ✓dA N wvbx CSr (us ) i[a µp enwww riXxe eIn'V Poi �' c«wu s<+p Aci sub! m✓.+<a KKAu: x}guo R[CAPIT�PL,M Sf eiI/Y'. YW 1E[ AP lx y.'AMn tff 'i+�aRlb: ti,x,/P.'. ]4!!R ftfl ARRFIK q xQi APa<. nuu L(.,u o qi Y4S . ,N (ITJ b mxd I u wgNS[ aoY IFrI . ua tce f Renton Std Dtl 330.2 Concrete Blocking For Bends L R . IIMAX PPIS N SNµ IXE IND BFN4 't' IWk tlyLDOgNB F(fr-i5 t1RTIGL BENBS G � .E IT hVIT �.. .. S 1. F rPE a 1 PLl IAH WORKS • • CONCRETE_ BLOCKING FOR VERTICAL SlD PLVY Y30.3 HI IING..S -- - -- DEPAFTMENT Alnit-CI 1' W Renton Std Dtl 330.3 Concrete Blocking For Fittings A¢MIv�LL RY fF A WYF tlEM, AW� YW A K Md+IMU {xd¢dyyStlK � A., <5 5EM AE' 6NW <cttxtagE (qt. xort , ) :MN T"tl W T. 15'tt... MA LW '4G4Ai NU RUIYRFAhAAW 'Sa, tt 44vUi Fit. (Yr N6R 111 I I + L NYSC A Np.SE i� i IgVff H3YSE 3 Y � O Nx ® - .' R Ml � ' 'mM f \ WT f Iti AT mtn •M€S:,MYIeM�11M M /ETAS I.uv \LIl Lni ceF/NC4 N.- BREPOMMMOI °u_ "E (TNDWJ: tta#NY K __ J M 6F -{TtNCAL�DUG£a A B NGTES: xc+EWR Y,'FlM U1TUA.-.1 .« _ u Paa' .m MLaWELT lai.: rtIA a e w.:ex„e x> wttxx r q« « nma y SnE s NxhR4W WTA t M' o[ c#ar Ax NYIC'?% P d rzq 4K IX u'rM'k9 hVH ?xlli QE: 2 bamuna Y RronmwA� W WNxn' gaWeivmpmhM 4Y lks. M \ .M nM .�Px1! 4i Rf4iNi. ✓.N m �Iv De.IE......, a 6 .MI.1 X. +.TM 3vM± w n+ 1 A'awxG :i* nbwa µm xyme M a W PIAN A., F49? LSA E.LYANON I,RS. '-'Wai M WA <e'NIT =trv. q sw x .. aW.pMa1 APIA IOAMo w.A pM wl.Y1.l ,MI ..A To ISISS . L�I.J�-u' s'-a. NY MJN.'I Aft..- MM.. n ..A h NAI `M a M,., mF SLWw Mm.celq sMA. KA. F,A ABYSM MIN M A'M IM1 c of • L M MA �' �$ 4 bQ c s aa � 8 $ kA�ppA S� 3 Wi'8 R a °..*n In<wn ; E�>I�pRi AvP� :gt� 5 DR xw. w.. .<. AI.x l p' b D -III; A s 8 91 � � �A W Aa Nsq, enl m. oN+. mAx m.°, M r _ &��m� ^J. �.�+ vai Mwq wIIwM M ME m%F.drtml xmtli ra.IOKKM muFWImN: W ReN 5 Mtl LFwnle. bti) g •S 0. MMMAp '4 b[dAb d s 10. ", IPAiis. 4W4, mt NL IT- L 16 GAL f('.B COTAiIONS BFPI}tl (DIG li °Imby31 w4 naP mn E.UB,1 mI E. 4DIR LQTLA.TST1 k {]flfdC WRRKS TYFICAL BUILDING SEWER FROM PROPERTY LINE TO AUGUST 2013 OE!'ARTLLENT BUILDING YONNEC'"ON Renton Std Dtl 406.2 Building Sewer Connection 10 E.ST. BM. 11VA A,N 3 ET uM C54S, 4i0-1 k DIAMETER W� ) < ET NM COVER (12-INCH DIAMETER AND OREt NEM WATER .9 FILYPIC WPFC L 'RGi FORP OLVIRIOONG ATATION RMASROU,. Z' GALVANIZED PIPE ANp ]' OAIE WLVE F§' VSf.4L:.3' RW QI f('!J GLMD ftN16E AEE a HPIICAI .'MSS sWLL � RiF 4uE As S� � IM.W 1AE �TWAL>cwNs tN x EV. A.O I ' Lw SR Y:iFNPawn+ e.oNM'.uEENpt, at enm n )BAR m emONa : Nq Ar,tx neww a w+xwc vw.�c IXiEaLLVA (Wj M>ENP of CK65 YL DEMME AIA 1M.tx9W S AU K RLN(MD rtIXN 51LP M'tfR'.IVi GN65.ftrM£ M[v18FCIXW ,W.NM1 WRJR NNx n •�-A+� PLALIC WORKS POLY RID STATION FOR CLEANING OF 31D PLAN - ME J DEPARTMENT WAIERMAINS NeRCH 2010 Renton Std Dtl 300.6 Poly Pig Station W (SEE NOTE 7) --� LIMITS OF PIPE 70NE REDOING MAT=2IAL FOR SANITARY SEWER PIPE (SEE NOTE 5) OD, OF PIPE FOUNDATION LEVFL BEDDING FOR SANITARY SEWER PIPE PR, OIJp1E UNIFORM SUPPORT UNDER BARREL. 2. NAND TAMP UNDER'HORICHET 23. COMPACT MIXI MATFREAI, TO 85% MAX, DENSITY EXCEPT DIRECTLY OBER PIPE. HAW TAMP ONLY 4 PART INS3ALIARD: SHALT. BE PER SECDCN 7-08 OF THE STANDARD SPEABROATIONS S. PIPE TUNE MATERIAL MAIL RC PER SECTION B-OTI2(3)' OF THE STANDARD SPECIFIGAiIONS. OR P£A GRAY£l WIN A SAND CONTENT EQUAL TO SECTION S-U312(3),, 6 PIPE QUIET BE AN` RED W BEGIN A MASHER AS TO ENSURE OUOM 3,E IS MAINTAINED, > iftENCH WOTH 5MAU. 9E PER SEDBDJ. 2-D9.A OF THE STANDARD S2£F'ICAiICNS. L� PU814C RORKE PIPE BEDDING M. no - 406 DEPARTENT FOR SANITARY BOWERS ( 0Cf00ER 20:2 Renton Std Dtl 405.0 7 Pipe Bedding / MAN IT FRAME •^_KN 4E SN TERN ,, ADTUTTMEIIT RAG T< .MCI) SEE NOTE 6 bORTAF MAM(5) I311, WN-) SEE MOTE 5 COVE (X"XBFRIG, RUBBER OW TED .EMUS M AUCRMMR WTI, ASTN. C-.3 STEPS PDLIPROF M1EHE STEPS SM LL6E II0.RM OEWCISIE STIPP. RY NPE .G. IW APPRO\ED E.. LADCEA4 ATTACHED W SNtit 8E ATTACHED Tfl MANWgE: MAX ,ME 92E E' GNOMIC IC SHELF PRECAST BASE INGTION CA ODT IN STELE t. NOT TO !:GALE I APT MN 54" MN fill- NN 1 SICFS G BE POLWIv'StLENE iAEETY S1EFS '. STEPE (JiE TO BE IN RACE MI. APPOINT, SEG"TUNS ARE 1N51A1L£D } LAST' SHALL BE MR STD P.AN JUT, A NAeAIG+i SEcilpls 10 BE CF 4116MV{£p PRECAST ROIRETE 5. AL tM15 SET THE GONE M$R PoHGS BMCKS AND C'ASTM4 MOO BE dIWTEO. o. DJUSMflNT U THE ,.ASRNC TO IXADE 5HAJ_ T0A ACGEMFUS U MT A vONBMATCW D AO WSIMEN' RINGS, RR CNS ANp NDRYAR BiIIXS LTAIL BE RT OGERM TO CREATE A PURIN, wOri OR t/2 BQVC Mf KP dEgMut pl'n1-n J SANTANY SEWER MANNLiES jMM4 MAWE ALL MRR OR PINT All' NCWGNI4 GNANNFUNG. CWTm REA<ED) WIN A I. ypJDS MROBANE C...; SSER NC-AROSWELO CM AMBITION [.A': OG_0R M CGA. $NA4 M WHITE 8 WBBER GASKETED JOINTS SHALL BE EN iIXNFDNAMR WA ASTM C-Jq 9, ENAEAHEL NEST SNR1 SE A WITRI 1- 3/4 Y THE NSUE c AUETER TE INE IARQ SI PIPE. 1M. OBAWCIONS TO MAM4CLE MM.L 9E WADE USN. TAP ANIINX` xCP rv-SEEM 9IX)15 ,N APERWIT) FWAL 11 IN INNPRO ED AREAS, MANOWS STALL DUCND A WNMUM CT 6' 00 A MAXIMO DT 2" ABOVE EMISYED GBALC Pi MUST 4Ali. A NWMAUM Z' DIAMETER CONCRETE RIGS PGIWED AT OTAIN IN PAIED.NEAS, COVER MUST aOt IN &I DPECTIWIS 10'MA%H PAYMC P4'ROC YOFT(S 81D. PUN - 400.E DEPARTMENT STANDARD: SANITARY MANHOLE SEPTEMBER 2G11 A B' C D IB' 6' 60 8" MN 5 9JIN. fT MIN 30 ID. Renton Std Dtl 400.1 I I Sanitary Sewer Manhole £-t !2' tNU^9" dPttV SRmPf ori>n 11 `-,�M LT MO M. o TA aiMZI ti `nF'=1 1 EI A A 0.G Ep IWr W 1I, [WfLWG IAN Y A' .Y xECH}i XDfi /APYxM 6P@ �Frt p�,'gC!f M HIRE MlG S. -_/�1+--LIE- LNx" 1A` cax zcE a reFu Ae. iw++ ENE Au WERAI P igrpq t Y M x ,mP. roW N R ^w ear «.ate. 1 ( U 1_ t w ,rxN sMn m wew w a na•« eax N1 lu AI,W ( w)N NPM b t 16Wrw 1 /^RW+Y Nw PY I m _ 6 1111M E.A�A _�. +1.Aw NMN.T 4IM.uM�wn �u M, rr -e. .T. » .rM a b . R ] M @ Revd U vM . 1R V eq t wd P 9. W4 3 peua W W �u4 � ��: uWreroalN.: `µ tle4 Yi•I 9-. N x AaA� �MN..xw WWI wN..w Mqw ..m mN«+.-.."IxD'<i.A: AWN eeW «.J �'iia wAMI,. Wx ca w r NMA+.; My a.+q MM(.°, R N-vm- 'e � MR. TA M NM¢A n Y A wM a +d b. v+A. A, -I i�✓ME nn�iw Kru NH 9c( Mukn x'. e. MC I]30.R Z. 1 deaf 4 1 a.PMWm r m mc.M.X 'R 1 TmO.agm..�ele x arA N GTE ut ,dirt Bov{5 14TM:t[➢ ry cwrnEK tv P U wiL & CWI- Wu tv.N. xl+ grx✓L sgArpARV TINIT M G 1N,..L.11 I: -ii,M IIE iI11 -,E, pT xLTP Pt IGIC WORA3 1'!T` ANOf WATERSER ✓ICF I OE;ATED 3220.E •� ' DEPARTMENT IN PLANTING STRIP IN, HL.N 2G1G TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN Renton Std Dtl 320.2 PORTER 1-1 /2" And 2" Water Services 4 LUNDEEN PM`NES. RANT ${' - iH AA. SGCKT NO T-D" CIAME cR 0D' 3 IA LONG I {� IF + Z' RASED PADS. ' B' cuss BEAN 'R A45ALT EXFANUAB_G -DAM -I2$" 14' WATER 11-HP PLUG �- ham$ u` oI_ h f2 - L. a CAS' IRQN RIND AN • CQVR PIPE MATERIAL AS STEORED 0Y 1FW OJGNEER AT (1/41 RAM 1453 f B' .V10 8- GUANGVTS DN WAR HAMS SNALL.S EAST JONUAN ROM WOWS, WU Na. SAM OR EWA.. MAPS OUT --SHALL BE A WATER T1 T ASSEMBLY J. IN UNMPROKO WAS, PURR A 1'-0' if11CK, 3'-0' SWART (GW RER, C�5 300B, PAD MaxD TR RwG 1. GDVER. BED PUN 4091 v PUBLIC ING ED; 8 OR 6 INCH CLEAN -OUT A, DWARTMM FOR SANITARY SEWER MAINS $ Renton Std Dtl 403.1 (� 6" And 8" Sanitary Sewer Clean Outs �8 4 U-1 0 COVER & FRAME PLAN VIEW JI III- t2Wa+] '13rIN1 � I M112: [2f<Smt tE.PmT TIP COVER SECTION VIEW 4 (2]nn] pIP OAwCT a-' µ 23 S[B' DIA CL.rPEN,� ..n. f59T_n, {Y S46" WA CRIA-T )/B' W4 COVER BOTTOM VIEW HL1 4M 4.-E H T7, RUBBER U,C ip, EON BOLTING DETAIL 1/Y 1 vE' I I!F• P)Ae1S GASKET GROOVE DETAIL ?B6TMI MOLES FRAME SECTION VIEW I AM covets SHALL BE LDCKNO T) PER EAST "DAN INCH WDNKS INC No 3717Y UP EQUAL 2 USE FRAME AND CGVM FOR STORM (SPECIFY 'CHAIN ON COSCIO SANITARY (SPEEVFY "SEWER'), OR WATER (SPEYTFIT "WATER" ). III BUT WOf 0, "D FUB - ' .' DE11"rMEET MANHOLE FRAME AND COVER DWEMBER 2008 Renton Std Dtl 401.0 Manhole Frame And Cover 12 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING D PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: Mr emu PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Utility Details C501 0 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW rJL/ ' CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11/09/2015 BID PACKAGE #2 I ADDENDUM #4 11/12/2015 BUILDING D PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL oL�PETH' ��p W Z O ti z 36936 CI STF. 4 UNAL E �g 16 II I SHEET TITLE I NUMBER Utility Details C501 UPPER UTILITY PIPE LESS THAN 12" CLE) PACK GAP BETWEEN W/ 6" THICK ETHAF( LOWER UTILITY PIPE YIN NTS Eatha Foam Pad NEAT ACTUAL SIDE SLOPE BY CONTRACTOR MINERAL AGGREGATE PERJ SEATTLE STD SPEC 4-01 TYPE 9 FOR RIGID PIPE TYPE 22 FOR FLEXIBLE PIPE NEAT LINE ID 3'-4" 1'-3"ID & SMALLER 1.51D+1'-6" 1'-6"ID & LARGER NOTES: TYPICAL TRENCH SECTION 1. A= 4" WHEN ID IS LESS THAN 2'-6" (SEWER & DRAIN) A= 6" WHEN ID IS 2'-6"OR MORE 2. FOR CLASS D BEDDING EXCAVATE FOR BELL WATER PLAN GENERAL NOTES Standwd Plan NCI 30D 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDMON OF THE CJTY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON, A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION 15IN PROGRESS. A PRE-CDNSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF OCIMTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-BDD-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL. MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THLCATIEM CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE F1TT1NGSSRALLBECL4SS2SGAS PER ANSI/AWWA C11D/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL BLACK,TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS, 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALLBE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF L2-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINSSHALL BE 60INCHES, ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACFURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKHLL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DAMEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACFION SHALL BE 95 MOD. S. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALLVERTICALANDHORMOI BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO OEM FLUSHED, DISINFECTED, AND TESTED. CLEARING, PRESSURE AND PURITY TESTING SHALL BEGONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, WSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAWPIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE IATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTE'S WITH AMAXIMUMOF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THEUNIESHALLBE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY'THE PUBLIC WORKS INSPECTOR- 9. THE CONTRACTOR SHALL NOTIFY THE L7TY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSAT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALLTHE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING,AND COMPLETE SURFACE RESMRAnON_ PUBLIC 'WORKS WAFER � (3ENERAL. NOTES DEPARTMENT STD. PLAN - 300.0 MARCH 2O10 NTS 10Water General Notes SURFACE Water Utility Notes And Spec'rfications 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION, AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF WAY. THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE, FOR UTILITY LOCATES CALL 11,THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD x 5 INCH STORZ. 48-HOUR LOCATORS 800-424-5555. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. OR APPROVED EQUAL. 6. AL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 15.ALL WATER MAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. C104/421/4-90, IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH 16.ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS' PRIOR TO DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA DISINFECTION. THE 'POLY PIGS' SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT, DENSITY C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG' ONLY. PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN 17.'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED CLEANING OPERATION. BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. NTS 8 STUFFINGGATE VES BOXSHALL BE IRON (AWWA C500) OR BODY, F RESILIENT SEATED TYPEDUBLE (AWWA DISCWITH VALVES ZSHALLWEDGING DEES GDEVICE NEDAND FOR A RING MINIMUM Pipe Bedding WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&H. REGISTER $11ALL. BE TOUCH.: READ PIT LID (rR-PL) AND BE INiELLIG€NT'. COMMUNICA BON ENCODEP TYPE OCE) METER MUST READ IN I F 4 I'QSt k ICATOO VALE (Ml=) PAINTED BLUE 2_Tji SHACKIE R16`-, FED LIT! 4 s I-F.. HA 'A00Y N(JIJ-sHPINv -T" ".� SRLM.IT -S T' TEE (MJxFl) GATE VA].VE (fLWJ) c I e FL.MJ ADAPTOR I � FyOW-r OF RENTON SPECIFICATIONS �P 4- 90' BEND (MJ) INSTALL IN TEST PORT A 2'x,2` •. _c c' 11 n BRAS« NIPPLE WITH A 2 RESILIENT -. - 41,D[P NTH � f SEATED BRASS LA'L VALVE AND 2" 111 IiPP4RT BAD f .2.5-4. 4' FLxMJ ADAPIx 4- TEE (W.FLI WELDED STEEL COLLAR TOUCH .READ PIT LID SENSOR MOUNTED ON _/ STEEL. PLATE COVER THROUGH 2' CIA, DRILLED HOLE RI COVER. LOCATE HOLE 2)j" FROM.. ED4E OF PIT LID AND RIBS - PRECAST CONCRETE VAULT WITH 2 3'.3' HINGED STEEL PLATE COVER: :DUT5WE DMENVO45 4'-8'x7'-O" (EQUAL TO FIRE ONC.. OR UTILITY VAULT MTH 57 7L-B. 2 3'xT DIAMOND PLATE DOGS) 0-,C OR -RISING SM WIN TQ NAN6 W7)#EL� EQUAL: TO M.. DOA-2380-5. I jr"PE) CEMENT LINEIT / N4 PIPF aA" S1 Y-S' POW- 12, TO M11,04111 PT- I%%NC %NNG DEADMA14 BLOCK 4' TEE REQUIRED. WITH (FL) SHACKLING TO. TEE TWO REM CAST IRON VALVE SO, EQUAL TO OL.YMPIC FOUNDRY CO, STANCARO 8" TOP SECTION, METH REGULAR BASE SEC" ..LENGTH, TO FI' 4+ / VALVE NOT EXTENSION IF: REQUIRED (DWG BR46/PAGE 8690) / 7r/ B', 4' OR S" GATE VANE (FL.MJ) EQUAL TO MUELLER CO A-2360-.26. CITY rtrrn GENERAL.NOTES- ADJUSTABLE STEEL FIRE SUPPORT STANCFIID04 DOLTED TO FLOOR ALE.... METERS AND SACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS: IF YOURt COMBINATION IS NOT H VIN AP DRAY PARTICULAR CQUIRN DN 5 0 AN PROVED. DRAWING WILL BeDE REQUIRED BY THE uTlUir ENGINEERING DEFT FOR ITS INSTALLATION. t P5 NCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE OF FITTING5 OR THEIR CLEARANCE FROM THE VAULT WADS.. i WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENOS AND THE SIDE CLEARANCE SHOULO BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS) NOTE- DEADMAN BLOCK SMALL BE DESIGNED AND INSTALLED SQ IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO "PORT THE DESIGNED THRUST. PUBLIC WORKS I 3 4" & 6" COMPOUND DOMESTIC DEPARTMENT WATER METER ASSEMBLY a au"DW43 C OR e PEIPE CEI.IEn: NJ DUCTILE IRON : I r.._5 52 LENG^ T I FLANGED ROMAC STD. PLAN - 320A MARCH 2010 NTS Water Meter Assembly 18.ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19.ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED INTHE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON, 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25,INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN, 27, ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. NTS A Utility Notes And Specifications 41 SAND FILL GH COMM I DUCT BANKO (4) 4" GH COMM 2x2) ITS (4) 4" Communications Duct Bank 12 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11/09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: MEN J PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Utility Details C501 1 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW V4 • CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PETS' Q 36936 9 cTSTE��G1 OVAL E III$I16 SHEET TITLE I NUMBER Utility Details C501 1 20 15 KIM=2U. /4 IE=12.42 8"(OUT)S PROPOSED STORM _ IE4.77 30 0+00 25 5 15 30 25 20 15 10 # 73 SSMH RIM=21.89 IE=11.00 8"(IN)N IE=11.00 8"(IN)E 5 ......... .................... .......... ............ _...... .. ........ 1..IE=10.84 8"(OUT)W 20 15 IL=12.01 # 3 SSMH RIM=21.89 IE=11.00 8"(IN)N IE=11.00 8"(IN)E 5 8"(OUT)W_ _ L_IE=10.80 SSMH Sewer Profile - South running West SCALE: I "=S' V. I "=20' H 30 ....... 1 +00 2+00 3+00 4+60 4+80 ADJUST RIM TO FINISH GRADE SAME STRUCTURE — — —SAME STRUCTURE' PROPOSED GRADE ; - — _ 25 ....... .:.... .......... _ . / Ex Rower - -- --------�--- —'_ I I I 20 — _ — ----- --- .... ... �E ...,.... Er,..Yae Ex Grade Ex Power" Bot Of Pipe E 1753 I P'o; PP' ; SEE SHEET C5.21 FOR WATER P �6" PROPOSED' STORM IE=18.47 �12" E_„�6 got Of Pipe f'=16.43 is i� 5 WTR WTR i I _ ......... _.... ............. Q� __ I I '`PROPOSED STORM INVERTS LCOINFRMED I IE=1343 157 LF 8" SS 0 0 5% BY POTHOLING 10 " 117 LF 8" SS 0 0.5% I10 83 LF 8"_SS 0_0.5% ...... # 3, SSMH 57 LF 8" SS 0 2.9% is RIM=21.89 8"x6" WYE i r IE=11.00 8"(IN)N IE=10.02 #4SSMH LF IE=11.00 8'(IN)E 5 RIM=21.88 - IE 9.44 8' IN E �) = RIM524 O6 IX SSMH 5 _ _IE=10.80 8"(OUT)W ..... __ _ __ _ _ IE=14.46 6 (IN)NWPVC lE=8.82 8'INN _ O _� ...... .._ _.... IE=9.24 8"(OUT)S IE4.72 8' (OUT)S #6 RIM=7.79 Alignment-South4de IE=7.06 8"(IN)N SCALE: I"=S'V.I"=20`,H 0+00 ... ..... 1+00 2+00 3+00 4+00 - 4+80 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM #1 11/09/2015 BID PACKAGE #2 I ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: ml;mkvmom PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 V, I SHEET TITLE / NUMBER Utility Profiles C5020 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN BUILDING LASTING RELAttGBN$1HIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PE �Q 36936 OVAL E� I�18116 SHEET TITLE I NUMBER Utility Profiles C5020 SW Z%th St WATER MAINTO BE INSTALLED'. C/L ABOVE O.P.L. CO PIPE LINES FILL AND COMPACT ROADWAY TO FINISH GRADE ... __ _ _ . INSTALL TEST STATION AND FLANGE BEFORE INSTALLATION OF WATER MAIN i INSULATING KITS AND ANODES INSTALL TEST STATION AND FLANGE Ex Pavement : INSULATING KITS AND ANODES TRAFFIC ISLAND fx Grcde 25 PROPOSED GRADE r FIRE HYDRANT ASSEMBLY _..... .... _.—.� ..... —.T T. ..... CONCRETE SIDEWALK Err^/ EX 12" WATER MAIN _ ASSUMED 4' COVER)-- � — Lf- 1?" B CL5T — — — — — — — — — — — 20 �TO BE FIELD VERIFIED) o — — — — - — --- _ CLEAR MIN Ex l ec t CONNECT TO EXISTING 12" WATER MAIN (1) 12" COUPLING Ex 12„ e 0 INSTALL NEW 12" WATER FROM EX 4 VALVE CLUSTER p Gf °'e cl'ss3O 1 N 28 LF 12" DI CL52 15 IF EX STUB! IS NOT INSTALLED AT CORRECT ELEV AS Sot CI °'c 17,5j rix 4 Euel 12" CLEAR SHOWN ON PROFILE SHEET C5.21 22-1/2• VERT BEND M op 0 ce EI 7853 P STA 10+21-9 (13.2' Lt.) CONC;BLOCKING GPI- W'4' (4) 4" COMM CONDUITS INSTALLED (1) 12" TEE (FL) Auk 1115� ALLBELOW WATER MAIN (3) 12" GATE VALVES (FLxMJ) 10 25' 25' W/ THRUST BLOCKING _... - - 01a 'wP aF PROVIDE PIPE JOINT BONDING �� Due S CATHODIC PROTECTION SYSTEM REQUIRED Piet, AACROSS OPL CO's PIPE LINES 5 (SSE '$01N� • O6 kk00 25' FROM EACH LINE _ PIPE ............ ... _. .............. _.......... I....... .......,... '...0... ... ;.I 3Q�, J5t ary Sewer._.. O.P.L. CO's REPRESENTATIVE SHALL BE ON SITE 'Ur i�eSSRAiVe�n- 5tiw"; �� /E-a DURING ANY EXCAVATION NEAR PIPE LINES Water Main Profile - At Main Entry Drive Scale: I "=S' V. 1 "',=20' H. w f1n IP, �1,qi�1 I�� I� I � 0 VVtan M1n Code ,Y 14 cane Avon wf eras vkk v4't nn m .*dt flex=25.06' 4J � V v m I IF = �s -- ro fx 22" Gass ' fX 4 /z'Us �� a r �Ra { li lREEir=m lS�c3.M5N4 ;2 4"2-r-.•_._ ._.-, - - j— .�-----`_—--- �58 25 940100.00 2:C s L f-W' I / T r •t w (diap �/ `�� t I w '.r i'.'�ie.♦.. ?3 �:•' .a L a� + III r ".•'-•• • — \\\ C ..,r •.w Y I Y ' i i p I \I J j$ 1 4 I m fi U '. b VJ i I N '— z M b u: rq � m I � y oL pp ANb "oo I zy m n , SAS 12 C,1( �> I ;75e ,I I P ! I U o :L �- r U U I I „ TYPE FI FLUSH MOUNTED TEST STATION W/ GALVANIC ANODE SEE DETAIL ASPHALT ROADWAY 12" WATER MAIN. I I, ANODE12' 1-0 INSULATED FLEXIBLE COUPLING 0 (TYP) SEE DETAIL L 14" OPL TYPE FI FLUSH MOUNTED TEST STATION W/ GALVANIC ANODE SEE DETAIL b 4 ANODE INSULATED FLEXIBLE.. COUPLING. (TYP) SEE DETAIL! n TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: rem ;M PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Water Plan And Profile At Olympic Pipeline Crossings C5021 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 0 BUILDING LASTING RELATIONSHIPS CONSULTANT C OU G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL oL PETS, �Q 36936 9 ICI S T E��j1 ORAL I�I$I16 SHEET TITLE / NUMBER Water Plan And Profile At Olympic Pipeline Crossings C5021 SW 27th St o I o �I 25 G r Ex crude _ PROPOSED GRADE 20 M �' M '�' Ex DecIF fJ� 2 COMMUNICATION CONDUIT ret Fr 72 vial SEE', DETAIL � 12 dot O� a.e r I C5.11 � IJ 115 Ey - -, Pipe 2E1=17 60 PROED 1' CLEAR MIN ° P OPOHS CROSSING)MVAULT 2' CLEAR MIN 10 5 h; JO" Sanitary Sewer F4.34+ L Comm Conduit Profile - At 27th Street - North Crossing Scale: I "=S' V. I =20' H. 25 20 15 PROPOSED COMM VAULT 10 5 SW 27th St CAL 25 I = 25 PROPOSED GRADE _ _...... Lo_. .... ....._�e.r-erode..... p.l....... _.... _ _...... __ _....._ _.. JW N I ---- z _ 20 Ex'` Ve' ----- "6p Of °Ipe EI=7553 20 N _ Ex Or M _...... _..... __.. N _.._. ... .. _ I._._. ,.,.,. .3.6 Of P,pc El=1753 rJj I IF x c ei J 15 fuel. P,pe EI , 60 15 PROPOSED _ _ 1' CLEAR MIN �5 _ Lo f R, e 0_+o.47. PROPOSED COMM VAULT COMMUNICATION CONDUIT COMM VAULT SEE DETAIL 12 10 2' CLEAR MIN 10 130 Sc„itcry Sewer 5 ,,E42t II 5 Comm Conduit Profile - At 27th Street - South Crossing Scale: I "=S' V. I" =20' H. Z `1 ! �V)'I I r l oM I, I I N � I I � M ft4 ono (A S s J o �I �N�Ivzz I U — IZ/� ,gym_, � 'I ¢� rl � ' S -M \ I IT Iy}.41 cam �.rl LIMITS LIMIT. - I eau caw Qy � � LIMIT. `-.� _..... iIhIl Y I i BR rs �_ R I I I �OD If I ;•:. ! I 'I wItz . J CU OS I I 1E= 18' 'I-p j I Pim=26.68 I L L_J I1E=2d78 1 G'PP N z I� n I I f TITLE LONGACRES BUSINESS CENTER SW 27TH SIT & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 01;Mr.mon PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Communications Conduit Plan And Profile At Olympic Pipeline Crossings C5022 TITLE LONGACRES BUSINESS CENTER SW 27TH SIT & NACHES AVE SW RYAN BQILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL Q� 3 9936 9 Gt7 G1STOX�Gtii. UNAL SHEET TITLE I NUMBER Communications Conduit Plan And Profile At Olympic Pipeline Crossings U5022 O 25 20 12" STM - 1E=19.20 1' CLR 1.5 - CONNECT TO U 12" WATER 1 12" TEE (FL) 3 12" GATE VALVES (FLxMJ) 2 12" VERT 49 BENDS (AS NEEDED) W/ THRUST BLOCKING STA 49+40.6 (0:0' Rt:) - PROPOSED GRADE -- - -- --------------- - - 12" STM E=1sso1' CLR - - -- - ----- --- - 3.5' MIN COVER _ £x Dade ..._.... 200 LF 12" DI CL52 203 LF 12" DI CL52 POWER - SADDLE 1L .. ......... (1) 12"x2" CONDUITS TO BE 12" CLEAR STA 47+42.0 (0.0' Rt.) - BELOW WATER LINE. DEPTH= a 6.5'+ BELOW FINISH GRADE 1 12"x6" TEE (FL) 2j12" GATE VALVES (FLxMJ) a 1 6" GATE VALVE (FLxMJ) THRUST BLOCKING STA 47+31.8 (0.0' Rt.) m m ... ..._...... ((1) 12""" TEE (FL) (2) 12" GATE VALVES (FLxMJ) (1 6" GATE VALVE (FLxMJ) W/ THRUST BLOCKING' STA 45+26.5 (5.0' RL) J o 25 m IN N - - - - -- - - - - - - -- - _ I w 20 J 334 LF 12" DI CL52 t V 4-+ 15 49+00 48+50 48+00 47+50 47+00 46+50 46+00 45+50 ........ 45+00 44+50 44+00 ........ _ .... ............ ..... 0411 cC 4!l . �•S`� n�° 25 N I > �y ati 0 25 ,� . ...... ............ \(^......�Sr........ _......., ......_ __ ......._ ....,,,,..... PROPOSED GRADE. ...... _ ..... ' --- IN 20 �, ----------- --- --- --- ---- --------------------- ---- --- ------ ------------------_ _ E 136 CLR..... 20 3.5' MIN COVER -Ex Grade _ 0 1' CLR lE 18.6 j 1' -J 334 L 12" DI CL52 200 LF 12" DI CL52 Q 45 LF 12" DI CL52 V 15 15 Comm'I - [CONDUITS TO BE 12" CLEAR 1 12"x6 TEE (FL) 1 12 TEE �3� (FL) 1 12 TEE (FL)' BELOW WATER LINE. DEPTH= 2 12 GATE VALVES (FLxMJ) :12" GATE VALVES ((FLxMJ) 2 12" GATE VALVES (FLxMJ) €1 6.5 + BELOW', FINISH GRADE 1 6" GATE VALVE (FLxMJ) W/ THRUST BLOCKING 6" GATE VALVE (FLxMJ) W/ THRUST BLOCKING STA' 11+56.1 (0.0' RQ W/ THRUST BLOCKING STA 41+41.9 (5.0` Rt.) - _ .... _ ........ _ - 'STA 12+01.6 (0.0' Rt.) _ - - 43+50 43+00 42+50 42+00 41+50 ......... ....- 41+00 40+50 40+00 0 11+50 12+00 12+40 o ..... L $ sb0l �bt, k,+o Ce T\Q rtT To h tifS1A I A VE MEetc S up,CnM I3EkmE t'KcP"Jic'ctrJ d lNs's-k'wA�rT u of w irn tAAi ►.l J 25 > I �y.�/ \P1 u.� fiY� NFiu-~ /f(26-AZ I o - 25 I ..itfA PROPOSED GRADE pp N 20 II 20 C 35' MIi� COVER - - - _ _ -- - --- - -- -- - ----- ...-...- -_ __ _ ___ (T� - - - - -- -3 60 J J 140 LF 12" DI CL52 ` Ex Glace 203 LF: 12" DI CL52 t 120 LF 12" D1 CL52 iE,1saM 1' CLR 72 LF 12" DI CL52 W M V V 0 30 LF 12" DI CL52Cz 15 15� : ��I , 18" STM I� - - _ 1E-1JJ (1) 12" 45° BEND (MJ) (1) 12" 45' BEND (MJ) 1 12"x6" TEE (FL) (1) 12" 45° BEND (MJ) O (1) 12" 45° BEND (MJ) W/ THRUST BLOCKING W/ THRUST BLOCKING �coMM 2 12" GATE VALVES (FLxMJ) W/ THRUST BLOCKING €1) W/ THRUST BLOCKING STA 13+41.9 (0.0' Rt.) STA 13+B7.9 (0.0' Rt.) 6" GATE VALVE (FLxMJ) STA 15+88.7 (0.0' Rt.) STA 16+23.4 (5.0' Lt.) 8"SO 26 LF 12" DI CL52 L CONDUITS TO BE 12" CLEAR BELOW WATER LINE. DEPTH W/ THRUST BLOCKING 22 LF: 12" DI CL52 STA 15+17.1 (0.0' Rt.) 15 LF 12" DI CL52 /f 9.2 Q _ _ _ _ 6:5 + BELOW FNISH GRADE 1 12"x4" TEE (FL) 1 12"x6" TEE (FL) 2 12" GATE VALVES €1) (FLxMJ) 2 12" GATE VALVES ((FLxMJ) 4" GATE VALVE (FLxMJ)1 6" GATE VALVE (FLxMJ) W/ THRUST BLOCKING W/ THRUST BLOCKING' STA 14+87.5 (0.0' Rt.) STA :16+10 2 (0.0Rt 12+40 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 ..... ......... 17+00 17+50 17+60 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE I DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: F1 ml;mr.mmm PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Water Profiles C5025 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY Or RCI 1 Cil REC, ',i�-F) JAN 2 0 2016 IC PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL oL PETS k�0 Q 36936 O ICI S T ER�G1 UNAL E I I81 I6 SHEET TITLE / NUMBER Water Profiles C5025 �Ln 25 o l I 25 - PROPOSED GRADE - _- - Q I N 20 �, -- -� -- --- ---- — ------------------------------- - 20 _I ---- _ _ — — ------ --- --- —_—--..---- —. ---- _.. 3. ' MIN C 5 OVER ;.. C 203 LF 12" DI CL52 152 LF 12" DI CL52 41 LF 12" DI CL52 Ex trade 84 LF 12" DI CL52 315 LF 12" DI CL52 J 15 15 _ 1 12 A" TEE (FL) (1) 12" 45' BEND (MJ) (1) 12" 45' BEND (MJ) 8• 1 12"x6" TEE (FL) 2 12" GATE VALVES (FLxMJ) W/ THRUST BLOCKING W/ THRUST BLOCKING �E=�z.� 2 12" GATE VALVES (FLxMJ) s° Srm s" STY 1 6" GATE VALVE (FLxMJ) STA 19+78.3 (5.0' Lt.) STA 20+19.6 (5.0' Lt.) U 1 6" GATE VALVE (FLxMJ) IE-11.4 iE=11.4 W/ THRUST BLOCKING 24' SFY 18" Srm W/ THRUST BLOCKING 00 STA 18+26.9 (5.0' Lt.) E=a.� E=s.z 0 _ _ STA 21+05.0 (5.0' Lt.) __ ...... ........... _ .......... .. ............. ......... 17+60 18+00 18+50 19+00 19+50 20+00 20+50 ... 21+00 21+50 ......... L 22+00 22+50 22+80 I_ -_ 1_ 22+80 23+00 23+50 25 20 15 CONNECT TO EX 12" WATER (1) 12 TEE (FL) (3) 12" GATE VALVES (FLxMJ) W/ THRUST BLOCKING STA 27+34,9 (59.2' Rt.) 1 27+50 28+00 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: F] ml;mr.mmm PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Water Profiles C5,26 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 12YAN BUILDINGLASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF F REr` JAN `? 0 CUio BULL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL z0 0 36936 O GIST0L 0NA1, E 1 18116 SHEET TITLE / NUMBER Water Profiles C5026