HomeMy WebLinkAboutzR-3967SetM
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BRH ENGINEERING 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 THE
ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR
IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY 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, OF AN UNUSUAL NATURE,
DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS
INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR
AND/OR THE 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. (WSDOT SECTION 1-04.7).
3. THE 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 INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SECTION 1-07.17
APWA SUPPLEMENT).
4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING
AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT
EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING
UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE
ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION.
(WSDOT SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE
MEANS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS.
5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL
NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.
6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND
ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE
RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL
ENGINEERING REPORT.
7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE
PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE
PLANS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SURVEYOR TO
REFERENCE EXISTING MONUMENTS ON OR ADJOINING SITE PREVIOUS TO DEMOLITION OR
CONSTRUCTION AND TO RE—ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS
RE—ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER RECORD AS
DESCRIBED IN W.A.C. 332-120.
SITE AND GRADING QUANTITIES:
LOT TOTAL SQUARE FOOTAGE: 134,074 SF (3.0779 AC)
AREA OF WORK: 5,578 SF
TOTAL CUT: 140 CY
TOTAL FILL:
90 CY
THE PROJECT'S TESC PLAN SHEET MUST BE LOCATED ONSITE DURING THE
DURATION OF PROJECTS CONSTRUCTION. THE PROJECTS TESC PLAN SHEET MUST
REFLECT ALL TESC CHANGES MADE ONSITE DURING CONSTRUCTION AND THOSE
PLAN REVISIONS MUST BE INITIALED AND DATED BY THE PROJECTS CERTIFIED TESC
REPRESENTATIVE.
TEMPORARY DEWATERING:
IF A PROJECT REQUIRES TEMPORARY DEWATERING, PLEASE CONTACT THE
CITY OF RENTON CUSTOMER SERVICE AT 425-430-7200 TO ESTABLISH A
PLAN FOR DEWATERING.
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2009 MINOR AVE. EAST (206) 323-4144
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SEATTLE, Washington 1-800-935-0508
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US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WA 98057
C-17003123
N. 1/4 COR. SEC. 30
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NO. REVISION BY DATE APPR Tm
PROJECT CONTACTS
PROJECT ADDRESS:
SURVEYOR:
2500 EAST VALLEY RD.
BUSH, ROED & HITCHINGS, INC
RENTON, WA 98057
2009 MINOR AVE E
SEATTLE, WA 98102
OWNER:
CONTACT: TAYLOR SHULTE, P.LS.
STRADA DA VALLE, LLC
tayors®brhinc.com
CONTACT: BRAD MERUNO
PHONE: (206) 323-4144
PHONE: (206) 658-0950
5050 1ST AVE S, STE 102
ENGINEER:
SEATTLE, WA 98134
BUSH, ROED & HITCHINGS, INC
2009 MINOR AVE E
ARCHITECT OF RECORD:
TAWA 98102
CORNERSTONE ARCHITECTURAL GROUP
CONTACTCT : TED DIMOF, P.E.
CON
KENMORE, WA 98028
CONTACTS:RICK UTT
PHONE: (206) 323-4144
PHONE:tedd@br (20) 3
rutt®comerstonearch.com
PHONE: (206) 325-2553
UTILITY CONTACTS
SANITARY SEWERS, STORM POWER AND NATURAL GAS
DRAINAGE, AND WATER PUGET SOUND ENERGY
CITY OF RENTON 10885 NE 4TH STREET, SUITE 1200
1055 SOUTH GRADY WAY PO BOX 97034
RENTON, WA 98057 BELLEVUE, WA 98009-9734
(425) 430-7200 (425) 454-6363
TELEPHONE (888) 225-5773
CENTURY LINK
1600 7TH AVENUE
SEATTLE, WA 98191
(800) 244-1111
MMEIAAII111J0I
Cl COVER SHEET
C2 CITY OF RENTON UTILITY NOTES
C3 HORIZONTAL CONTROL AND TOPOGRAPHY PLAN
C4 SITE PLAN
C5 DEMOLITION AND TESC PLAN
C6 TESC DETAILS
C7 GRADING AND DRAINAGE PLAN
C8 WATER PLAN
C9 RENTON STANDARD WATER DETAILS
L1.0 TREE RETENTION/LAND CLEARING (TREE INVENTORY) PLAN
& IRRIGATION PLAN
L1.1 LANDSCAPE PLANTING PLAN AND DETAILS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
jtjohnson 09/01/2017 rstraka 09/05/2017
REGIONAL FIRE AUTHORITY WATER UTILITY
dAPPROVEDho 7 Abdoul Gatour 09/05/2017 0
COVER SHEET `8/18/17
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
R-396701
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS:
4.
5.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD
WITH THE CITY OF RENTON PLAN REVIEWER.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA),
AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
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.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
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 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
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15.
16
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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.
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.
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.
GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
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.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
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.
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.
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.
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.
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.
SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION
AREA (APA)
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WATER PLAN GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY 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 IS IN PROGRESS. A PRE -CONSTRUCTION
CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. 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 1-800-424-5555 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, THICKNESS CLASS 52 PER AWWA
C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE
FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS
SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF
10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL
WATER MAINS SHALL BE 60 INCHES. 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 MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE
COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD
(MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN
UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. 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 ALL VERTICAL AND
HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE 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 BEING
FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE
PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL
SUPPLY, INSTALL 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 FOAM
-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE
WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI
PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST,
THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING
BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT
LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR
SHALL EXPOSE THE 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 RESTORATION
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST (206) 323-4144
SEATTLE, Washington 1-800-935-0508
98102-3513 FAX# (206) 323-7135
WATER UTILITY NOTES AND SPECIFICATIONS:
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 430-7301. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE
RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
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 PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON
THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR
LATEST 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 BEDDING TO BE CLASS C.
ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93
STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND
IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH
ANSI/AWWA 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 DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR
FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF
ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE 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
ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND
0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE
DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14,
MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING
AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN
VALVE OPENING (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 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 OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
(LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT
OF 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.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH
STORZ. 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 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.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY
YELLOW OR APPROVED EQUAL.
SURVEYED: SCALE:
JMH
DESIGNED: AS SHOWN
ZJE
DRAWN:
ZJE ONE INCH
CHECKED: AT FULL SCALE
TFD IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: TFD SCALE ACCORDINGLY
WATER UTILITY NOTES AND SPECIFICATIONS (cont.):
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST
REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE.
ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE
UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS" PRIOR TO
DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU.
FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG" ONLY.
17. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
CLEANING OPERATION.
18. ALL WATERMAINS 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 WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM
CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 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. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR
TO ANY CONSTRUCTION. A MINIMUM OF FIVE WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
20. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION.
22. 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.
23. 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.
24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S 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.
25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE-IN.
26. 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.
27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) 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
HORIZONTAL- NAD 1983/1991 CITY OF
10 RENTON
DATUM
Planning/Building/Public Works Dept.
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELD S- PERFORMED BY ME OR
UNDER�IRECTION.
TED DIMOF, P. 0. 024
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD
DRAWINGS HAS NOT WITNESSED ALL ELEMENT OF
CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR
OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR OR THE
SURVEYOR OF RECORD.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NOTES SHEET
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
DATE:
12/6/2018
FIELDBOOK:
PAGE:
SHEET: n 2 OF.
1 1
R-396702
SURVEY NOTES:
REFERENCES:
0')
HORIZONTAL DATUM:
— RECORD OF
SURVEY, REC.
NO.
8202189001
C
WASHINGTON COORDINATE SYSTEM, NAD 83/91, NORTH ZONE,
— RECORD OF
SURVEY, REC.
NO.
9111089007
pI
PER CITY OF RENTON HORIZONTAL SURVEY CONTROL NETWORK.
— RECORD OF
SURVEY, REC.
NO.
9509059008
Nt
— RECORD OF
SURVEY, REC.
NO.
9606199001
0
VERTICAL DATUM:
— RECORD OF
SURVEY, REC. NO. 9902129009
NAVD 1988
— CITY OF RENTON
HORIZONTAL
SURVEY CONTROL
W
NETWORK
BASIS OF BEARINGS:
— WSDOT SR167 HIGHWAY MAP —
S. 228TH. TO
CITY OF RENTON HORIZONTAL CONTROL POINT NUMBERS 1160 AND 230,
RENTON
SOUTH 89'58'08" EAST 2659.31' (CALCULATED AND MEASURED).
INSTRUMENT:
SET 5/8" REBAR
THIS SURVEY WAS PERFORMED WITH A LEICA TCR 1105 TOTAL STATION,
& CAP
SERIAL NO. 621961, AND A LEICA GPS1200 SURVEYING SYSTEM SERIAL NO. 160230.
LS#44634
(TYP.)
PRECISION:
~
PRECISION EXCEEDS 1:10,000 GROUND TRAVERSE METHODS AND WERE IN ACCORDANCE
WITH WAC 332-130-090.
FIELD SURVEY:
A/C
THE FIELD SURVEY WAS PERFORMED JUNE 2008.
ANGLES AND DISTANCES SHOWN HEREON ARE ON GROUND, UNLESS OTHERWISE NOTED.
SR 6-7
SECTION SUBDIVISION:
TRASH
SUBDIVISION OF SECTION 30, TWP. 23N, RGE. 5E, WAS CALCULATED PER RECORD OF
"REC,
ENCLOSUB_E
Qrg6.6$
—
SURVEYS NOS: 8202189001 AND 9111089007".
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BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135
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AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELD SU PERFORMED BY ME OR
UNDER�MIRECTION.
TED DIMOF, P. 0. 024
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS
NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT
RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE
CONTRACTOR OR THE SURVEYOR OF RECORD.
SURVEYED:
JMH
DESIGNED:
ZJE
DRAWN:
ZJE
CHECKED:
TFD
BY DATE APPR APPROVED:
TFD
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N
vERnCAL: NAVD 19a8
HORIZONTAL- NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
19 20
SECTION CORNER
19
QUARTER SECTION CORNER
30
O
SURVEY MONUMENT
A/C
ASPHALTIC CONCRETE PAVEMENT
BSBL
BUILDING SETBACK LINE
(C)
CALCULATED
®
CATCH BASIN
CC
CONCRETE CURB
CD
CONCRETE DRIVE
PCC
PORTLAND CEMENT CONCRETE PAVEMENT
CW
CONCRETE WALK
EC
ELECTRICAL CONDUIT
ELEC.
ELECTRICAL
❑ ET
ELECTRICAL TRANSFORMER
REV
ELECTRICAL VAULT
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FT.
FEET
G
GAS MAIN
E51
GAS METER
$
GAS VALVE
&•
HANDICAP PARKING SPACE
®IRR
IRRIGATION CONTROLLER
LIGHT POLE
WALK LIGHT
NO.
NUMBER
O/H P
OVERHEAD POWER
_<
OUTFALL
OWS
OIL/WATER SEPARATOR
PS
PARKING STALL
STD STANDARD
COMP COMPACT
C4
POST INDICATOR VALVE
REC.
RECORDING
RET.
RETAINING
SD
STORM DRAIN
Q
STORM DRAIN MANHOLE
�-
SIGN
SQ.
SQUARE
SS
SANITARY SEWER
Qs
SANITARY SEWER MANHOLE
®
STREET LIGHT JUNCTION BOX
TIC
TELECOMMUNICATIONS CONDUIT
TELECOMMUNICATIONS SENTRY
oS
TVLT
TELECOMMUNICATIONS VAULT
UTILITY POLE
W
WATER MAIN
®
WATER METER
%
WATER VALVE
Z30 15
0 30 60
SCALE IN FEET
1 "=30'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
HORIZONTAL CONTROL AND TOPOGRAPHY PLAN �1:2/6/2018
US BANK EXPANSION FIELDBOOK:
2500 EAST VALLEY ROAD PAGE.
DRAWING N0:
RENTON, WASHINGTON 98057
STRADA DA VALLE SHE: C3 OF.
1 1
R-396703
TRASH —
ENCLOSU.R� ' rpS'
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"SPEED LIMIT
0 35" SIGN
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to
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135
NO.
REVISION
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SCALE IN FEET
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SCALE:
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IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL- NAVD 19M
HORIZONTAL• NAO 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
SITE PLAN
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
DATE:
12/6/2018
FIELDBOOK:
PAGE:
R-396704
w
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LIMITS OF BLDG ADDITION
PROJECT LIMITS LOT 3
cn I U ---�
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---111 10I
NEW CURB (TY .10 III 1 2500 EAST VALLEY RD
---D
SEDIMENT TRAP W/ SUMP PUMP A
MINIMUM WATER SURFACE AREA=92 SF
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Ll. VAULTMTU-IRE AI RIM:20.08
Llr. VHIJ 1 0 C PCC (N)IE:13.18 36" CONC P C C
C STRAW WATTLE AS NECE SARY TO RE E LID 4�OUTE9Nc (E)IE:14.98 6" PVC \
PREVENT CONS RUCTION STO WATER '-- LID PROP4191C1,RADES. (S)IE:13.43 36" CONC
FRO BYPASSIt�IG EX CB TO SW a BTM:10.88 7 STD PS
10 STD ' CB TYP 1 10 STD P S -
I RIM:19.00
(W)I 18.30 (2) 4" DI 8 . 10 STD P S \ I
U J BTM:17.60 1 8„ CC I 18 CC
\ 7
----------
49 5.9 3'----------- - ----- LIP------
_---------- --- ------ -------------------
--- 32 Lam TS SWALE ---
--- W - -- ---
�v
3 a ° a I • -'d v.
n °
LEGEND:
STRAW WATTLE
CATCH BASIN PROTECTION
LIMITS OF CLEARING
FOUNDATION EXCAVATION LIMITS - -
St H' rc'yi
0R,9�
SEAL
1969
kgSH I NGA
F
g
A
02 �
'po CIS �'
11 U ORN
CONTRACTOR NOTES:
1. CONTRACTOR TO PREVENT ALL CONCRETE WASH FROM ENTERING STORMWATER SYSTEM. ALL CONCRETE
WASH SHALL BE DIRECTED TO FORMED AREAS AWAITING CONCRETE OR ASPHALT.
2. CONTRACTOR SHALL LIMIT DUST GENERATION AND SPRINKLE UNCOVERED AREAS AS NEEDED.
3. THIS PROJECT IS SUBJECT TO RAINY SEASON REQUIREMENTS. SPECIAL APPROVAL FROM THE CITY OF
RENTON IS REQUIRED TO BEGIN OR CONTINUE CLEARING AND GRADING ACTIVITIES DURING THE RAINY
SEASON (OCTOBER 1 THRU APRIL 30)
4. ALL SLOPES ON SITE SHALL BE MAINTAINED AT MAXIMUM 2H:1V
5. SEE LANDSCAPE PLAN L1.0 FOR TREE RETENTION PLAN
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-71 35
ml
REVISION
SURVEYED:
JMH
DESIGNED:
ZJE
DRAWN:
ZJE
CHECKED:
TFD
BY DATE AP P R APPROVED:
TFD
Z20 10 0 20 40
SCALE IN FEET
1 "=20'
EROSION CONTROL NOTES:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING
MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
2. 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.
3. 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.
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 PERMITEE SHALL
ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO
ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY THE 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 NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT 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.
7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS
ANTICIPATED FOR A PERIOD 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. 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 PERMITEE, 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 IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES.
9. IF NECESSARY, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES
OF 4 TO 8 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND
EGRESS TO THE CONSTRUCTION SITE.
10. DEVELOPER TO REMOVE ALL SEDIMENT CONTROL DEVICES AFTER CONSTRUCTION IS COMPLETE.
GENERAL CONSTRUCTION SEQUENCE:
1. HOLD THE PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH
THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED.
5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
6. CONSTRUCT SEDIMENT TRAP.
7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) CALLED
OUT ON THE PLAN SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX 'D' OF THE 2017 RENTON
STORMWATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
9. RELOCATE EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE
CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE
CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS.
10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY
SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST,
PLASTIC SHEETING, OR EQUIVALENT.
11. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE.
12. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
13. USE PERMENANT STORMWATER DETENTION AND WATER QUALITY FACILITIES TO CONTROL CONSTRUCTION
STORMWATER ON -SITE FOR THE REMAINDER OF THE CONSTRUCTION SCHEDULE.
14. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF
APPROPRIATE.
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELDS PERFORMED BY ME OR
UNDE�DIRECTION.
TED DIMOF, P N0. 6024
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS
NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT
RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE
CONTRACTOR OR THE SURVEYOR OF RECORD.
SCALE:
HORIZON
AS SHOWN HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
+ CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEMOLITION AND TESC PLAN
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
DATE:
12/6/2018
FIELDBOOK:
PAGE:
sHEU. C 5 OF. 1 1
R-396705
C'7
I
O
W
I-
4' MIN
V OVERFLOW DEPTH
t'EDEPTiL2" �k .RS)CK � OUTFLOW
j CHANNEL IF
CONSTRUCTED BY
S - 9 EXCAVATION.
2' SETTLING DEPTB 1 r 1 5'MAX
SEDIMENT STORAGE
FILTER FABRIC FENCING
,1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL
CROSS SECTION
NTS
NOTE:
MAY BE CONSTRUCTED BY EXCAVATION
OR BY BUILDING A BERM
Y
PUBLIC WORKS', SEDIMENT TRAP STD. PLAN — 211.00
DEPARTMENT
MARCH 2O08
r
g H'r�p ORq� tip,
1969
Sq iING
F
g
2 GIs �
AL A I A 115 ORN
'r ADJACENT ROLLS
SHALL TIGHTLY
ABUT
SEDIMENT, ORGANIC MATTER, ,\
AND NATIVE SEEDS ARE \\
ROLL SPACING
CAPTURED BEHIND THE ROLLS
DEPENDS ON SOIL
TYPE AND SLOPE STEEPNESS
VY/
STRAW ROLLS MUST BE
PLACED ALONG SLOPE 1
CONTOURS
("-125mm)
8"-10" CIA.
(200-250mm)
LIVE STAKE
NOTES 1" z i" STAKE
1. CONDITION OF USE
1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN
UNWORKED FOR MORE THAN 30 DAYS.
1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR
EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM)
1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED.
1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE
THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER.
1.5. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED
IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET
SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND
MULCHED.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN
JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED
DURING THE WINTER MONTHS, BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD
TEMPERATURES.
2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED_ THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN
INSTALLED.
2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED.
2.4. IN GENERAL, 10-20-20N-P-K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING
SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED.
DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO-PHOSPHORUS FERTILIZER.
2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING
2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:1V
2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED
2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE
SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED
AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER.
2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING.
2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING
THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON,
THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE
WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION.
2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP
SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE
THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL.
tiZY STD. PLAN — 213.40
PUBLIC WORKS' STRAW WATTLES
'AIVTO� DEPARTMENT
MARCH 2O08,
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST (206) 323-4144
SEATTLE, Washington 1-800-935-0508
98102-3513 FAX# (206) 323-7135
1. CONDITION OF USE
1.1. ,SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS
THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
1.2. 1MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM.
1.3. 'THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE
CURB IS OVERTOPPED BY PONDED WATER.
2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY
LIMITED AND DISCOURAGED.
3. MAINTENANCE STANDARDS
3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED
WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE.
tiZY � PUBLIC WORKS' FILTER FABRIC PROTECTION STD. PLAN — 216.20
DEPARTMENT MARCH 2008
SURVEYED: SCALE:
JMH
DESIGNED: AS SHOWN
ZJE
DRAWN:
ZJE
ONE INCH
CHECKED: Al FULL SCALE
TFD IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TFD
vERnCAL: NAVD 19a8
HORIZONTAL" NAD 1983/1991
DATU M
0 CITY OF
RENTON
Planning/Building/Public Works Dept.
AS —BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELD SURVEY- PERFORMED BY ME OR
UNDER M IRECTION.
TED DIMOF, P. 0. 024
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS
NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT
RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE
CONTRACTOR OR THE SURVEYOR OF RECORD.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TESC DETAILS
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
DATE:
12/6/2018
FIELDBOOK:
PAGE:
SHEET: C 6 OF.1 1
R-396706
It
C'7
Lu
I-
w
Q
Z
4
H' rc'yi
0R,9�
SEAL
1969
kgSHlN l
•ss � ?O
Zo ?'� -ROOF DRAINAGE FROM EASTERN
`J JO < ' 0.99 21.40. PORTION, 0 DISTURBED AREA SHEET
z,.ss FLOWS CATCH BASIN TO
I I ° 21'04
�'+o 21.5Q
SOUTFAS . `SEE SITE PLAN ON SHEET C4
�0 2
I. • J d., d a ,I p .� 9 64, pC O ) 2,
� ? 71
I °' �O a I S
O6 %S 1 a . .d •S X•d OS)X f I X
e
J °I
6 IajJ. °.9' ° �� ea/ `Y /•°e a/J-.Q
I TC=21.15 X a d X 'A .TCi=21° 45° .. .
BC=(20.6,5).
I i s J d .C=(20.96) o1-(21 46)
TC=21.15
°
2O� I qi I d ° d /
R I 'TC=21:19 /
17 8C ,20.69 .
f°,a
II tl 0 I 'd
A d I I I/J tl J °
20 �s2X ° I. ° 'd.
EXISTING BUILDING
BUILDING ADDITOIN FF-21.67
TC=21.10
BC=(20.60)
°.. ; FF=21.67
�e a
• /J eJ.° I° a I
I I
I e .a.
I I C.11
ROOF DOWNSPOUT
AND 6" C.O.
d �.:° n ° IE=18.17 �m
w . .TC=20.92.
os�
d ° I . ,..1OLF 6" PVC /
u. n I ® 1 2.7% /
° .d �\a Q '.°�. ° O a d 0 b TC=21.97 / a °o. d
ITC=21.70
°IE=16490 BC=21.20 --- --- -
-10 LF 6" PERFORATED PIPE CONNECTION A
d: o T=2�0:83 d ° J LAY PIPE LEVEL AT IE=16.90
TC=20.85
BC=(2d,33). a BC=20.35 ° CQNNE.CT ROM, DRAIN N TO EX SDMH -
d J .e tl. TC=21.28
BC=29:JZ8
=20.82 ° o �m C=21.05 ° a 1X. " J°.: J P 6'" pVC .45- E A °s °s
65=(20.32) -12LF 6 PVC :' J d C=20.55 3
a ' ° �' ®2% MIN. a d IE= 6,90 '
I°. e °'. , TC-20.83 °.. ° d d , a 'e PROTECT EX WATER VAULT
BC=(20.33).. 20,35
0 I ids $c5'J RAJ. °6"a P C °
d B: a REMOVE EX PSE VAULT AND
AND 59J EL J � °. , � REPLACE W/ NEW 575
d #-LA.
d /'A., ? LID SHALL BE TRAFFIC RATED
e A .J° mz. j ° .. ' q° Al <d ";a a •' a ° ?O ?O)
d/ .. / E r dam'
/ c
N17LF 6" PVC 2°
C :N ®I.J.0.34 TC=20.79
O 2� MIN- � J °'
!y I / a / J , BC=(20.29)
CONNECT TO EX MH p °. a °
IE=16.31 I
4
,�`57- I / I o f 2O
EX TYP. 2 CB
RIM=20.18 \
IE- 88 (30" CONC., N)
12. (30" CONC., S)
i
k X
)9 2 ry°' ti0 k0
O
70
o�
98,
9EX TYP. 1 CB
's rye �(9 I RIM=19.00
'00 I IE=18.30 (4" DI, W)
�R z 10 5 0 10 20
"?
20 ,o,• S°cly %
°-_JSCALE IN FEET
0 "=10'
N
F
g p
02 V
A'po CIS �'
ORN
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-71 35
mI
REVISION
310;
I�
11
MONOWFv
iiR*�4 FILTER FABRIC
O -'- 6" OR 8" PERFORATED PVC
2.00' 142" TO Y4" WASHED ROCK
MIN
PERFORATED PIPE CONNECTION
N.T.S.
a
FRAME & COVER PER
STD PLAN NO 280 GRADE
2'-6" X V-0"
CONC PAD
12"DIA DIP, 12" LONG
o FIBER JOINT PACKING
�6"MINERAL AGGREGATE
TYPE 2
NOTE:
USE LOCKING CLEAN -OUT IN ROW.
DRILL AND TAP, APPLY ANTI -SEIZE
COATING AND BOLT DOWN WITH %"S.S.
ALLEN-HEAD BOLTS -2 PLACES.
NOTE TO CONTRACTOR:
-1/8 BEND BRASS TOPPED PVC
CLEANOUTS MAY BE
PERMITTED IN LIEU OF CAST
IRON IN NON TRAFFIC AREAS.
CONTRACTOR TO CONFIRM
PRODUCT AND LOCATIONS
WITH ENGINEER.
i PLUG SHALL BE SEALED
I' IN SAME MANNER AS
MAIN SEWER JOINTS
CLEAN OUT
N.T.S.
AMENDED SOIL QUALITY NOTES:
NEW LANDSCAPED AREAS SHALL HAVE AMENDED SOILS DEMONSTRATING THE FOLLOWING:
1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN BEDS, AND
5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A pH FROM 6.0 TO 8.0 OR MATCHING THE pH
OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES
EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET
THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH
SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.
2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL.
3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS:
a. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING
COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6)
WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE
COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON
TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1
FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS
REGION.
b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING
"A)" ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN
RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING
PARAMETERS, IN WAC 173-350-220.
4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED.
NOTES:
1. PROPOSED LANDSCAPING SHALL HAVE AMENDED SOIL PER SECTION
C.2.13 OF THE RENTON SWDM. SEE LANDSCAPE PLANS FOR DETAILS.
SURVEYED:
JMH
DESIGNED:
ZJE
DRAWN:
ZJE
CHECKED:
TFD
BY DATE AP P R APPROVED:
TFD
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELD SU PERFORMED BY ME OR
UNDER MY RECTION.
TEE) DIMOF, P.E,iI 0. 324
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS
NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT
RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE
CONTRACTOR OR THE SURVEYOR OF RECORD.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GRADING AND DRAINAGE PLAN
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
DATE:
12/6/2018
FIELDBOOK:
PAGE:
SHEEP: C 7 OF.
1 1
R-396707
C'M
I
0
Lu
W
l I I CUU I C CC C1 �
I I �
I
69 9 I I .7 2.5' R I
9 9 I I FEMOVE EX FH I PROPOSED 15' WATER EMENT I I I I.E.=15.68
I I I Ecc
TURN TO CITY I I I I
6 CC
I ; ,—____—__ ___--_--__-----____-I--_-�-
o-------------------- ------ --- --------------I- -
}I I I I/
w ' a I I I %/ cn c \\ S .0, 4.1' R
I.E.=15.68
/' I -=�---- = -- -- 2'-`90 --- �- Ste. 2+14.7, 4.1 R �--------
N STA. 9.6, 4.8 R 3.00' N64LF 10 D.I.P.
0+I00 I I II 1+00 \-----------------------�\ ,O3 2+49 1
I
_ i - \\
I � �
-�--- -- — ------ ---- -- I I
I A CAP EX 10"x6" TEE AND INSTALL �I ' ' I E.=15.47 4, 2.5 R " I I
I _ 1 N6" END CAP, MJ ABANDON N104LF EX 10 D.I.P
1,-6" E BLOCK I \ EXISTING 15' WATER EASEMENT I I
°� 0,4.8'R 8.7,4.7'R \ I 1
I I
------------------
TTZF
I I� -PROPOSED1 I
RE -LOCATE EX PIS/ T SOUTH
_ �-
° I WEST END OF VAUILTI --- BUILDING
1I I ADDITION \
NEW LOCATION 0 E*I PIV I I II 1
— — I 10 _ _5— — 0 I 10 20 I
— — — — — — — _ rn ° SCALE IN FLET I
I I I I 1"=10' I I
N — ° I C I
° �� ' I
° PROTECT X ETER ULT ' 1 1
cn
I
I I I
r
I I /
_j
7.77'
II
I
I I� -
I �
INTALL TEM ORARY 10 A (MJ)
AN TEMPOR RY 2" BL FF
SEMPLY W TEMPORA RUST
CKIN
INSTALL POLY PIG STATION
TESTING DETAIL
CONNECTION DETAIL
SCALE: 1" = 10'-0"
�g,Hi
ORq��yc�
SEAL z
m
1969
�gSFI I NG��
g P
eL� 1$ ORN
�I6�
_j
11 Ili — F,— — — —
I I1�1 IL
REMOVE POLY IG STATION
AND INSTALL
^' " 0
- I K_ -
1-1 " SLEEVE 1
II
II
FINAL DETAIL
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-71 35
NO.
INSTALL POLY PIG STATION
--INSTALJ= T€MPORARY-10" -GAPAND TEMPORARY 2" BLOW -OFF
ASSEMPLY W/ TEMPORARY THRUST
- BLOCKING - -
I
I
TESTING DETAIL
CONNECTION DETAIL
SCALE: 1" = 10'-0"
REVISION
SURVEYED:
JMH
DESIGNED:
ZJE
DRAWN:
ZJE
CHECK TFD
BY DATE APPR "0PR0" D:
TFD
�I
I
I
I
\
\
REMOVE POLY PJG-SIATIOLL
AND INSTALL
\ 2N10" SPOOL
1-10" SLEEVE
FINAL DETAIL
vv
I I
SCALE:
HORIZON
AS SHOWN HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
' RENTON
Planning/Building/Public Works Dept.
NOTES:
1. SEE SITE PLAN ON SHEET C4 FOR LOCATIONS OF
EX FIRE HYDRANTS ON SITE.
2. ALL WATER MAIN SHALL BE POLYWRAPPED PER
CITY OF RENTON STANDARDS
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELD SU PERFORMED BY ME OR
U _D IRECTION.
i
TED DIMOF, P. NO. �3 024
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS
NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT
RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE
CONTRACTOR OR THE SURVEYOR OF RECORD.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER PLAN
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
DATE:
12/6/2018
FIELDBOOK:
PAGE:
W-396701
R-396708
�y�
co
0
I
0
W
I -
w
Q
Z
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY 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
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. 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 1-800-424-5555 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, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
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 MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. 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 ALL VERTICAL AND HORIZONTAL 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 BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL 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 FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 1SO PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE 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 RESTORATION.
1�Y o STD. PLAN - 300.0
PUBLIC WORKS WATER PLAN GENERAL NOTES
�F p� DEPARTMENT M \RCH 2010
471
11-1/4' BEND 22-1/2° REND 45"BEND
0-J
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND &GRAVEL
90
45' BEND
11 1/4°
90'
45' BEND
11 1/4`
9o`
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2`
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
TEE
CAP OR PLUG
& 22 1/2•
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6
LIS
1.0
6"
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. .COVER .FOR WATERMAIN 12" OR .GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
iRUST BLOCK BE
2EA REFERS TO
..ICE OF BLOCK M
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
° PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 33b:2
a HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2O10
St H' rc'yi
0R,9�
SEAL
co 1969
kgSH I NGI
F "
g p
A02 V
'po CIS
AL�'� 11 U ORN
TESTING DETAIL
f 10 FT
II _I.XIS,TING WATER, _LINE
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
0 f7 2
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY ,CITY FORCES
`TY o + PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP
MARCH 2O10
WATER MAIN
2" CLOSE NIPPLE
2" 90' ELBOW
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT.
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
f2" IFS TAP SHALL BE A
ROCKWELL 482 END CAP
COUPLING.
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" GALVANIZED IRON PIPE, 12"
LONG.
2" GALVANIZED IRON PIPE 12" LONG
PUBLIC WORKS
DEPARTMENT
PLAN
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 / PAGE B090)
INSTALL 2" 90` ELBOW, SCREWED
T 2" PLUG, SCREWED
18"
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
f SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
2" BLOW -OFF STD. PLAN - 340.2
TEMPORARY ASSEMBLY
MARCH 2O10
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-71 35
era
REVISION
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-112"
HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NOT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3'
SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
�e
EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION
BACK OF SIDEWALK AS REQUIRED.
2„�
CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
/�OR
PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE
36 MIN
COVER CONCRETE BLOCKING
"
CONCRETE
THRUST BLOCK
MAIN LINE TEE. WITH &" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING
1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
EIIRE HYDRANT ASSEMBLY
�{
y�
LEVEL ALL GROUND'
LEVEL ALL GROUND MIN 3' RADIUS
,MIN .3' RADIUS
ONE MAN ROCK
1
6" CONCRETE PAD �6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
.•,,� PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENTS
NORM z01 G
THE BY-PASS ASSEMBLY SHALL BE
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
5/8" x 3/4" METER SHALL BE
SENSUS SRII WITH TOUCHREAD PITUD
(TR/PQ ICE REGISTER.
(METER OWNED BY CITY)
PRECAST CONCRETE VAULT WITH 2 - 3'x 3'
HINGED STEEL PLATE COVERS. DIMENSIONS 5'-D"
x 9'-0" z T-2" UTILITY VAULT CO. 4484-LA OR
EQUAL
CITY PIPING PRIVATE PIPING
z 4" FL. z P.E. D.I. PIPE
W7 TFi COLLAR 18" FROM
P.E. 3'-4" LONG
TEE (MJ z FL)
GATE VALVE (FL x MS)
5'
TO CITY MAIN
12" ALL AROUND -
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE COVER
THROUGH 2" DIA.. DRILLED. HOLE IN.
COVER.
4" PIPE FL.x FL
2'-0" LONG 1
I���!���,
•
�►yll
��
Q►111��1��;11�
III►�►plus
JCONCRETE BLOCKING -�
MAN
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL
INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TESTDOUBLE CHECKT'VALVE ASSEMBLY INCLUDES
COCKS. AND APPROVED CROSS -CONNECTION CONTROL_ TWO RESILIENT SEATED SHUTOFF VALVES.
ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST 4"" FLANGED COUPLING
APPROVED LIST. ADAPTER EGUAL TO ROMAC.
TOUCH READ PIT LID SENSOR M
ON STEEL PLATE COVER THROUI
DIA. DRILLED HOLE IN COVER.
6" MIN. DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM WITH
CATCH BASIN OR MA
2 X 2Y2- FIRE DEPARTMENT SIAMESE.
CONNECTION FOR STANDPIPE WITH
BREAKABLE CAST IRON HOSE CAPS,
4" SWING TYPE GRAVITY OPERATED CHECK VALVE,
FL. EQUAL TO MUELLER CO. A-2600-6 WITH ALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK GROUT (TYP.)
PIPE, ,FL. -
FL S." LONG
/-4" SHORT RADIUS 90' BEND FL.
TO BUILDING -�
DEADMAN
BLOCK
REQUIRED.
4"x4"x4" TEE
FL.
4" GATE VALVE MJ X FL WTH INDICATOR
POST INDICATOR POST VALVE SAME SIZE AS+
DOUBLE CHECK VALVE (MUELLER CO. OR
EQUAL). PAINTED RED,
4" DUCTILE IRON CLASS 52 PIPE,
CEMENT LINED, LENGTH TO FIT
4" 90' BEND FL.
EL LADDER
CADJUSTABLE STEEL PIPE
COMPACTED FOUNDATION
SUPPORT, STANCHIONS BOLTED
GRAVEL
p7: TO FLOOR
1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING. END VIEW
2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT
LINED.
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES
AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN
VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE
THE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE
SUPPORT.
4. GALVANIZED LADDER FOR ACCESS.
5, AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS
DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF
HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TO CITY OF RENTON WATER
UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW
LINE.
6, INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS.
•j� PUBLIC WORKS 4" DDCV ASSEMBLY WITH STANDPIPE STD. PLAN - 380.11
DEPARTMENT OUTSIDE CONNECTION MARCH 2O10
SURVEYED:
JMH
DESIGNED:
ZJE
DRAWN:
ZJE
CHECKED:
TFD
BY DATE AP P R APPROVED:
TFD
SCALE:
AS SHOWN
ONE INCH
AT FULL --
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAND 1988
HORIZONTAL• NAD 1983/1991
DATUM
A A
PLAN VIEW
LAWATER
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
12" MIN.
"WATER" CAST INTO IT
18' MAX:
1'-4"
CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
1/8' MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUS
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
�3 ?
T-
38"
6"
(IF,ll
'24"
VALVE MARKER POST
-
• PUBLIC WORKS VALVE BOX, MARKER & OPERATINSTD. PLAN 330.1G,
' `•` -` DEPARTMENT NUT EXTENSION
%i Ao I110
CITY OF
RENTON
Planning/Building/Public Works Dept.
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELD SU PERFORMED BY ME OR
UNDENDE�IRECTION.
TED DIMOF, P. 0. 024
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS
NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT
RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE
CONTRACTOR OR THE SURVEYOR OF RECORD.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON STANDARD WATER DETAILS
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
W-396702
DATE:
12/6/2018
FIELDBOOK:
PAGE:
SHEEP: ^ n OF.1 1
R-396709
LANDSCAPE PLANTING PLAN LEGEND
15" ABH
TO REMAIN
17" ABH
TO REMAIN
14 1 /2" ABH
TO REMAIN
7" ABH
TO REMAIN
0
OF
SR 167
3
W
N og• a 5 I
LIMIT OF
PROJECT................
X. EL 20--------�_-
---------- -
- ------------------
_ - -- ---
-W
I -
I -
- 15" ABH-
TO REMAIN_
I--- W -
_ __ - - LIMIT OF
- - - - PROJECT
' I
I �
I I I
I � I
I I TRANS.
EX S@0 NO(
EX. LIGHT
PROTECT FROM DAMAGE
EX. LANDSCAPE
TO REMAIN
F 77
7// 7 �7/
/7
OR
54"
ACER RUBRUM 'RED SUNSET'
RED SUNSET MAPLE
SEE PLAN NOTES FOR
DIAMETER ABH ® 54"
2 EXISTING TREES TO REMAIN
2 EXISTING TREES TO BE REMOVED
1. CO-ORDINATE PROJECT WITH GENERAL CONTRACTOR AND ALL OTHER TRADES.
2. VERIFY LOCATION OF ALL UTILITIES ON CIVIL DRAWINGS AND WITH GENERAL CONTRACTOR. CALL
BEFORE YOU DIG (811 OR 1-800-424-5555) PRIOR TO PROJECT START TO VERIFY ALL UTILITY
LOCATIONS.
3. NO PLANT MATERIAL SUBSTITUTIONS OR ADDITIONAL WORK WILL BE COMPLETED WITHOUT PRIOR
WRITTEN APPROVAL OF THE OWNER OR HIS REPRESENTATIVE AND THE LANDSCAPE ARCHITECT IN THE
FORM OF A CHANGE ORDER.
4. LANDSCAPE CONTRACTOR TO HAVE PRE -CONSTRUCTION MEETING WITH GENERAL CONTRACTOR AND
LANDSCAPE ARCHITECT PRIOR TO PROJECT START.
5. LANDSCAPE CONTRACTOR TO DEMO EXISTING IRRIGATION SYSTEM AND CAP/PROTECT EXISTING
IRRIGATION LINES WHICH WILL BE RECONNECTED TO RESTORED/NEW IRRIGATION SYSTEM.
6. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR WATERING ALL EXISTING PLANT MATERIAL ADJACENT TO
AND IN THE AREA OF THE 2500 BUILDING WHICH WILL HAVE THE WATER SOURCE ELIMINATED DUE TO
PROJECT CONSTRUCTION.
7. ALL DEODAR CEDARS SHALL BE PRUNED PRIOR TO ANY DEMOLITION UNDER THE DIRECTION OF THE
ARBORIST TO A HEIGHT WHICH ALLOWS FREE PASSAGE OF VEHICLES/EQUIPMENT UNDER TREES.
8. PROTECT ALL TREES REQUIRED TO BE RETAINED BY COMPLYING WITH THE TREE PROTECTION
MEASURES DURING CONSTRUCTION PER THE CITY OF RENTON (RMC 4-4-130H.9). THIS INCLUDES
EX. I BUT IS NOT LIMITED TO:
A. DEFINING AND PROTECTING THE DRIP LINE.
EX. LIGHT EXISTING B. ERECTING AND MAINTAINING A TEMPORARY SIX -FOOT -HIGH CHAIN LINK CONSTRUCTION FENCE WITH
I TO BE REMOVED II I� / BUILDING PLACARDS AROUND THE TREE TO BE RETAINED INDICATING THE WORDS "NO TRESPASSING -
PROTECTED TREE" ON EACH SIDE OF THE FENCE.
ELEV. 21.67' C. PROTECTING THE TREE FROM GRADE CHANGES.
SIDEWALK I IRRIGATION NOTES:
SI
- - SI BE REMOVED I 1. LANDSCAPE CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS PER CITY OF RENTON ORDINANCE
I I NO. 5528 "1 IRRIGATION REQUIREMENTS" AND STANDARD DETAILS AS APPLICABLE.
2. A PRE -CONSTRUCTION MEETING WILL BE HELD WITH THE GENERAL CONTRACTOR, LANDSCAPE
ARCHITECT AND LANDSCAPE CONTRACTOR PRIOR TO PROJECT START.
I I
3. THE DEMOLITION/CAPPING OF THE EXISTING IRRIGATION SYSTEM AND TRANSPLANTING OF PLANT
EXISTING RAISED I MATERIAL SHALL BE COMPLETED PRIOR TO ANY OTHER PROJECT DEMOLITION BY THE GENERAL
PLANTER TO REMAINI I CONTRACTOR.
4. VERIFY LOCATION OF EXISTING IRRIGATION WATER METER, DOUBLE CHECK ASSEMBLY AND WATER
PRESSURE.
I5. INSTALLER TO USE CARE WHEN TRENCHING TO PROTECT ALL EXISTING UTILITIES FROM DAMAGE.
CALL LINE LOCATORS PRIOR TO ANY EXCAVATION AT 1-800-424-555 OR 811.
- - - - - - - / 6. THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR DESIGNER -BUILD DEMOLITION AND
RESTORATION OF THE NEW AND EXISTING IRRIGATION SYSTEM. THE INPUT FOR THIS WORK WILL
INCLUDE INCORPORATING INFORMATION FROM THE IRRIGATION PLAN, PRE -CONSTRUCTION
CONFERENCE, GENERAL IRRIGATION INDUSTRY STANDARDS AND LANDSCAPE CONTRACTOR
VERIFICATION OF ALL SITE CONDITIONS.
7. CONTRACT DOCUMENTS WHICH DESCRIBE THE EXISTING PROJECT SITE AND CONSTRUCTION ARE
BASED UPON FIELD INSPECTIONS BUT ARE NOT BASED UPON EXTENSIVE SITE SURVEYS OR
IRRIGATION VALVES EXCAVATION OF CONCEALED CONDITIONS AND BURIED ITEMS. THIS DRAWING AND ALL THE
& MAINLINE �� SUPPORTING INFORMATION ARE INTENDED AS A GUIDE FOR THE INSTALLER, WHO SHALL VERIFY
ALL ACTUAL SITE CONDITIONS AND BRING TO THE LANDSCAPE ARCHITECT OR OWNER'S ATTENTION
PROBLEMS OR ANY DIVERSE SITE CONDITIONS.
J LIMIT OF 8. PROVIDE 18" MINIMUM COVER FOR THE MAINLINE AND WIRING AND A MINIMUM OF 12" FOR ALL
I
- PROJECT LATERAL PIPING. USE ROCK FREE MATERIALS TO BED PIPING AND SPRIKLER HEADS.
9. BACKFILL ALL TRENCHES WITH "ROCK FREE" MATERIALS AND COMPACT TO 85% DENSITY.
I
EX. SIDEWALK- 10. THE INSTALLER SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE
- _ = INSTALLATION, FOR THE CREATION OF THE EXACT AS -BUILT DRAWING OF THE INSTALLED SYSTEM.
T T ®® 11. INSTALL (VERIFY IF EXISTING) A NEW RAIN SENSOR NEAR THE ROOF GUTTER, FREE FROM ALL
OVERHANGS. PROVIDE A BY-PASS SWITCH ON THE SIDE OF THE CABINET.
J ® 12. INSTALL ALL SPRAY HEAD SPRINKLERS USING A FLEXIBLE STYLE SWING JOINT, %" FUNNY PIPE
I WITH AN EXTRA MARLEX STREET 90 ELL AT EACH END OF THE SWING JOINT. FOR THE ROTARY
SPRINKLERS USE 3%" TRIPLE MARLEX STREET 90 ELLS AND ONE 3%" X 8" SCH-80 PVC NIPPLE.
13. PROVIDE A 24" EXPANSION LOOP FOR ALL WIRES AT EACH CONTROL VALVE. SPLICE WIRES
�( O J ® INSIDE VALVE BOX ONLY, USING 3M-DBY WIRE SPLICE KITS. DO NOT SPLICE THE SIGNAL WIRE
----- BETWEEN THE VALUE AND CONTROLLER.
14. FROM CONTROLLER DRAW TWO SPARE YELLOW WIRES TO FUTURE EXPANSION BOX IF REQUIRED.
�-------------- -- W---------- - NOTE, ALL VALVE BOXES TO HAVE THE SPARE YELLOW WIRES VISIBLE INSIDE.
FH - - - - - - - - T - 15. ADJUST ALL SPRIKNLER HEADS TO MAXIMIZE COVERAGE AND MINIMIZE THE OVERSPRAY ON
- - 7 = I WALKWAYS AND BUILDINGS.
77 7-7 + _ _ _ _ _ _ _ 16. THE EXISTING IRRIGATION SYSTEM FOR THE 2500 BUILDING WILL BE IMPACTED BY THE --U - - W - - - CONSTRUCTION OF THE NEW ADDITION. THE MAINLINE WHICH SUPPLIES THE ZONES FOR MOST
LIMIT OF OF THE PLANTING ADJACENT TO THE BUILDING ON ALL SIDES AND THE WEST PERIMETER
LIMIT OF PROJECT PLANTING WILL NO LONGER WORK UNTIL RECONNECTED.
PROJECT_ 6y „ ABH 10Y" ABH 17. THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL OF THE EXISTING
--- --- - REMOVE L - - -RE-WV-E - - J PLANT MATERIAL WHEREVER WATERING IS IMPACTED BY ADDITIONAL WATERING TO KEEP THE
-- --- M.H. - - -------- T D PLANT MATERIAL IN OPTIMUM CONDITION AND AS EXISTING PRIOR TO PROJECT START.
EX IN 18 EC•\20' PLANTMATERIALDEMISEEACDUOE TO SHALL BE
O F RESPONSIBLE FOR
AS DETERMINED MBYTTHE KINDOF
Y CAPE
- - ARCHITECT.
TREE R E TE N TI 0 N 1 LANT HK 8/16/17
LAND CLEARING TREE I N VE N TOR Yj P LAN 2 LANDSCAPEENIOTESOREVISED REMAIN&TRANSPLANTED REVISED HK 8/16/17
SCALE: I "= 10'-0" oak
3 ADD IRRIGATION PLAN & NOTES HK 8/16/17 0w1ft K 5 0 5 10 15 20 25 30 BB/LS
o 4H RU/HK
z
Scale Feet NO. REVISION BY DATE APPIR K
I I
I I
I I
�I
I I
I I
TO REMAIN
O_LO_TRANSPLANT
7 RHODODENDRON X 'DAPHINOIDES' PRUNUS LAUROCERASUS 'OTTO LUYKEN'
DAPHINOIDES RHODODENDRON OTTO LUYKEN LAUREL
SPECIMEN 5-6' H EXISTING HEDGE 24" HEIGHT t
5 TO BE TRANSPLANTED PER SHEET L1.1 TO BE REMOVED
2 EXISTING TO REMAIN
3 JUNIPERUS CHINENSIS 'TORULOSA'
HOLLYWOOD JUNIF'LK
SPECIMEN 8-9'
TRANSPLANT AS SHOWN ON SHEET L1.1
1 PINUS MUGHO MUGHUS
MUGHO PINE
4' MULTI -STEM
TO BE REMOVED
JUNIPERUS CHINENSIS 'OLD GOLD'
OLD GOLD JUNIPER
24-30"
TO BE REMOVED
ILEX CRENATA CONVEXA '
JAPANESE HOLLY I
EXISTING HEDGE 30" HEIGHT f I
TO BE REMOVED
EXISTING OTTO LUYKEN HEDGE
TO REMAIN
2 PINUS MUGHO MUGHUS
MUGHO PINE
3'x3'
TO BE REMOVED
UNKNOWN VARIETY
3'x2'
TO BE REMOVED
EX. SLEEVE_ &___
MAINLINE -CROSSING
-
AREA #5 DRIVEWAY TO REMAIN
111111
LIMIT OF
4 PROJECT
AREA
I, I TRANS.
I V#4
EX. SLEEVE
TO REMAIN
CUT, CAP &
/ PROTECT EX
LATERAL LINES
D. KEEPING THE AREA CLEAR OF IMPERVIOUS SURFACE MATERIAL.
I
_
FOR FUTURE
E. RESTRICTING GRADING WITHIN THE DRIP LINE.
I
ZONE RESTORATION
F. PROVIDING 3" OF BARK MULCH WITHIN THE REQUIRED FENCING.
I
i
EX. IRRIGATION
G. RETAINING A CERTIFIED ARBORIST TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES.
CONTROLLER
H. ALTERNATE PROTECTION/SAFEGUARDS AS NECESSARY.
I
II
9.
ALL PLANT MATERIAL TO BE TRANSPLANTED SHALL BE B&B WITH A FIBROUS ROOT SYSTEM
!
I
PROPOSED
EXPANSION
EXISTING
SUFFICIENT TO SUPPORT THE CONTINUED SURVIVABILITY AND GROWTH OF THE PLANT MATERIAL EQUAL
I
I
BUILDING
TO ITS CONDITION PRIOR TO TRANSPLANTING.
I
(SAME FLOOR ELEVATION
I
ELEV. 21.67'
10.
ALL TRANSPLANTED PLANT MATERIAL SHALL BE:
I !
AS EXISTING BUILDING)
I
I
MAX HEIGHT: 19'-6'
A. HELD ON SITE AS DIRECTED BY THE LANDSCAPE ARCHITECT AND HEELED IN WITH TOPSOIL OR BARK
TO PRESERVE/PROTECT ENTIRE ROOTBALL.
I
Q.0
I
B. WATERED TO INSURE OPTIMUM WATER LEVEL AT ALL TIMES BY USING THE AUTOMATIC IRRIGATION
I
I
CUT, CAP &
SYSTEM AND HAND WATERING FROM DATE OF DIGGING TO CONDITIONAL ACCEPTANCE OF PROJECT.
I
I
PROTECT EX.
C. MAINTAINED BY WEEDING, STAKING AS NECESSARY, PROTECTING TOP GROWTH /CANOPY OF TREES AND
I
I
LATERAL LINES
SHRUBS TO ENSURE ALL PLANT MATERIAL IS AS EXISTING PRIOR TO DIGGING.
FOR FUTURE
11.
ANY TRANSPLANTED PLANT MATERIAL NOT RESPONDING POSITIVELY AS DETERMINED BY THE
I
// ZONE RESTORATION
LANDSCAPE ARCHITECT SHALL BE REMOVED FROM SITE.
TRANSPLANTED PLANT MATERIAL TO BE REPLACED SHALL BE SELECTED BY THE LANDSCAPE
I
o 0 0 0
T12.
ARCHITECT AND PURCHASED/DELIVERED/INSTALLED BY THE LANDSCAPE CONTRACTOR.
I
13.
ALL PLANT MATERIAL TO BE REMOVED SHALL HAVE ENTIRE FIBROUS ROOT SYSTEM AND ALL TOP
I
\
NEW 2, 4" SCH
GROWTH REMOVED FROM PROJECT AREA.
I
\
V 22 40 SLEEVES_
14.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURTHER SITE DEMO AFTER PLANT MATERIAL TO
I
-7
EX. SIDEWALK
BE TRANSPLANTED/REMOVED IS COMPLETED AND EXISTING IRRIGATION IS CAPPED AND PROTECTED.
I
AREA #2
r T
19. CUT, CAP AND PROTECT EXISTING LATERAL LINES TO BE RESTORED AS SHOWN ON PLAN.
20. REMOVE EXISTING VALVES, QUICK COUPLER, WIRES AND/OR OTHER IRRIGATION SYSTEM
COMPONENTS IN EXISTING PLANTING AREAS .
21. THE AREAS NOTED ON THE IRRIGATION PLAN ARE TO INCLUDE BUT ARE NOT LIMITED TO THE
FOLLOWING:
A. AREA #1
• CAP AND PROTECT EXISTING MAINLINE IN PLANTING ISLAND ON SOUTH SIDE OF DRIVEWAY.
• CUT AND PROTECT EXISTING WIRES IN VALVE BOX IN PLANTING ISLAND ON SOUTH SIDE OF
DRIVEWAY.
• INSTALL 2 NEW 4" SCH 40 SLEEVES ACROSS DRIVE AISLE AS SHOWN ON PLAN.
• SPLICE WIRES IN VALVE BOX AND PULL NEW WIRES TO EXISTING CONTROLLER FOR NEW VALVES
AND RESTORATION OF EXISTING IRRIGATION SYSTEM.
• 2" OR 2 J" MAINLINE TO BE REPLACED (VERIFY SIZE).
B. AREA #2
• INSTALL NEW 1" VALVE #1 FOR ZONE TO WATER NEW PLANTING BEDS ON THE NORTH AND EAST
SIDE OF THE NEW BUILDING ADDITION.
• INSTALL NEW MAINLINE AND WIRES ENTIRE LENGTH OF NORTH/EAST PLANTING BED TO
RECONNECT TO EXISTING CAPPED MAINLINE & TO EXISTING CONTROLLER.
• INSTALL 1" QUICK COUPLER IN NORTH PLANTING BED AS SHOWN ON PLAN.
• INSTALL NEW SPRINKLER IRRIGATION HEADS TO COVER ALL NEW & EXISTING TO BE RESTORED
PLANTING BEDS.
C. AREA #3
• INSTALL 2 NEW 4" SCH 40 SLEEVES ACROSS DRIVEWAY FOR RESTORATION OF EXISTING PLANTING
AS SHOWN ON PLAN. INSTALL NEW 1 J" VALVE #2 FOR CONNECTION TO EXISTING LATERAL
ZONE FOR COVERAGE OF WEST FACE OF EXISTING BUILDING.
• VERIFY AND RESTORE SPRINKLER COVERAGE OF PLANTING BED ADJACENT TO VAULT TO REMAIN
AND EXISTING PLANTING BED AT NW CORNER OF THE EXISTING BUILDING.
D. AREA #4
• CUT, CAP AND PROTECT EXISTING LATERAL LINES TO BE RESTORED AT NE CORNER OF EXISTING
BUILDING AS SHOWN ON PLAN.
• INSTALL 1 J" VALVE #3 FOR CONNECTION TO AND RESTORATION OF LAWN ZONE FOR EAST SIDE
OF EXISTING BUILDING.
• INSTALL 1 J" VALVE #4 FOR CONNECTION TO AND RESTORATION OF SHRUB ZONE FOR EAST
SIDE OF EXISTING BUILDING.
E. AREA #5
• LOCATE EXISTING 4" SCH 40 SLEEVE UNDER SIDEWALK AT NE CORNER OF EXISTING BUILDING.
• LOCATE EXISTING 2" OR 2 J" (VERIFY SIZE) OF EXISTING MAINLINE IN SLEEVE CROSSING
DRIVEWAY AS SHOWN ON PLAN.
• INSTALL NEW CONNECTION FROM SLEEVE UNDER SIDEWALK AND THROUGH PLANTING BED WITH
EXISTING TRANSFORMER TO EXISTING SLEEVE UNDER DRIVEWAY.
• CONNECT NEW MAINLINE FROM SLEEVE UNDER SIDEWALK TO EXISTING SLEEVE AND MAINLINE
CROSSING DRIVE AISLE AS SHOWN.
• VERIFY MAINLINE CONNECTION TO EXISTING VALVE.
AS SHOWN NN''°�991� CITY OF
RENTON
°NON DATUM
Planning/Building/Public Works Dept.
IF Nor = m
► SWU AC
AREA #3
LIMIT OF
EV' T PROJECT
_II l
------- - LIMIT OFF ---- - __- - --- -----
PROJECT
\\ D -- - NEW 2, 4° SCH H. -- f -- LIMIT OF SD -----
40 SLEEVES PROJECT_4`1- - - - - - - -
- - - - - -
CUT CAP & PROTECT ~---
EX. MAINLINE & WIRES AREA #1
FOR RECONNECTION T
TO NEW & RESTORED
IRRIGATION SYSTEM EX.
j Q.C.
1 t
DRIV WAY EX. PLANKING TO REMIAIN, TYP.
F-11 _
IRRIGATION PLAN
SCALE: I "= 20'-0"
z 10 0 10 20 30 40 50
Scale Feet
STATE Cr
WA:i#iiNGT0N
REGISTERED
C.EiinWATE W. 274
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TREE RETENTION / LAND CLEARING 7/3/17
(TREE INVENTORY) PLAN & IRRIGATION PLAN 'a°°M
pma
US BANK EXPANSION
oawNNo Noe
2500 EAST VALLEY ROAD L 1.0
RENTON, WASHINGTON 98057 "m 1 cr:2
R-39671 0
W 496�8
LIMIT OF _ — —
I PROJECT—
... 7
_ —___ _
�- W�
_ LIMIT OF
— — PR JECT
+
15"
ABH
I I I
I � I
TRANS.
WATER MAIN SIDEWALK��
EASEMENT
EX. LIGHT TO REMAIN
� PROTECT FROM DAMAGE
cfl EX. LANDSCAPE
r� I TO REMAIN \
N I
N
w �/ I
EXISTING PLANTING AREA
00 — _
o /' i I
CONCRETE CURB
CONCRETE PAVING
POT / CONTAINER
REMOVE POT OR CONTAINER AND
ROUGHEN / CUT SIDE OF ROOTBALL
IF ROOTS ENCIRCLE OR ARE
HEAVILY MATTED
B&B
REMOVE TWINE AND 1/3 TOP OF
BURLAP ON ROOTBALL
00 :
V) NEW PLANTING + + +
AREA + NtW.WAL+c. I.
o
zo
5,-5„
i I —I
17" ABH
2'-0" OR AS DIRECTED
BY LANDSCAPE ARCHITECT
+ PROPOSED
EXPANSION
(SAME FLOOR ELEVATION I EXISTING
BUILDING
AS EXISTING BUILDING)
MAX HEIGHT: 19'-6" ELEV. 21.67'
+ C
EXISTING RAISED POWDER COATED
PLANTER TO1 REMAIN METAL PANELS
SEGMENT OFIIPROPOSED +
10—INCH DIA. OF + I
REPLACEMENIT WATER +
MAIN — I
7'— 5
I
0 0 0 I o
NEW PLANTING
• AREA I
., AREA OF NEW
14 1 2" ABH I ;� c PLANTING
FH 3' WORK ° LIMIT OF
CLEARANCE I PROJECT
1 RADIUS FROM
OF FH EX. SIDEWALK
F.H. F_ I
7" ABH
�— 2 EX. —————
---------------fi---- I
--------------------
RHODODENDRON
TO REMAINo �` J
° uGP _______� EVI FDC 3' WORK
- - - ! --I— -------- ------ UG ----- � _ /
CLEARAN E RADIUS
• FROM OF FDC
---------------------�
— — — — X. PLANTINGI
— — — -- — —
I AREA I ----I--------- �--�--1—�\ -- - —
LIMIT OF
\� PROJECT
I LIMIT OF I I � —c,�
------- -- -- — PROJECT D--------- L ------- -----------J�---- - --— -
--- MLH. --- S�
I I
1 PLANTING PLAN — ADD PLANS / NOTES
LANDSCAPE PLANTING PLAN 2 LANDSCAPE NOTES REVISED
5 0 5 10 15 20 25 30 SCALE: I °= 10'-0"
0
Z Scale Feet NO. REVISION
2" MULCH.
HOLD DOWN 2"
FROM TOP OF
CURB AND ROLL
BACK INTO
PLANTING BED
MAKING A "V"
TRENCH
— TOPSOIL AS
—_ SPECIFIED
SUBGRADE HOLD
DOWN 4" FROM
TO OF CURB
CONTRACTOR SHALL REMOVE ALL
LABELS, TAGS, OR OTHER FOREIGN
MATERIALS FROM BRANCHES.
PRUNE ONLY DEAD OR
BROKEN BRANCHES ----i
'NRICJ — RCFCR IV VI
CENTER SPECIFICATION
MULCH — 2" UNIFORM
DEPTH EXCEPT ADJACENT
TO THE ROOTBALL HOLD
MULCH DEPTH TO 1"
FINISH GRADE
TOPSOIL AS SPECIFIED.
ROUGH SIDES AND BOTTOM
OF PLANTING PIT
UNDISTURBED SUBGRADE.
PLANT SHALL BEAR SAME
RELATION TO FINISH GRADE
AS IN NURSERY.
SCARIFY PIT BOTTOM.
VERIFY POSITIVE DRAINAGE
BEFORE PLANTING SHRUB.
,SHRUB PLANTING DETAIL
'L1102 SCALE: N TS
'DISTANCE OF O.C.
SPACING PER PLAN
LEGEND
TRIANGULAR LAYOUT OF
PLANT MATERIAL, TYP.
PLATING BED
CURB
TYPICAL SHRUB/GROUNDCOVER
TRIANGULAR PLANTING DETAIL
'Drawing1 SCALE: NTS
HK 8/16/17 sum:
HK 8/16/17
oemo�e HK
01M"ft BB/LS
amomm HK
BY DATE APPR AK
saw
AS SHOWN
�a wu soKa
IF Nor oN[ Npl
SOMA
LANDSCAPE PLANTING PLAN LEGEND
m
DATU M
N
N FOR
54"
2 ACER RUBRUM 'RED SUNSET'
RED SUNSET MAPLE
EXISTING TO REMAIN
SEE PLANTING PLAN FOR
DIAMETER ABH ® 54"
7 RHODODENDRON X 'DAPHINOIDES'
DAPHINOIDES RHODODENDRON
SPECIMEN 5-6' H X 6-8' W
5 TO BE TRANSPLANTED
2 EXISTING TO REMAIN, PRUNE ALL
RHODODENDRONS UNDER THE DIRECTION
OF LANDSCAPE ARCHITECT
3 JUNIPERUS CHINENSIS 'TORULOSA'
HULLYWUUD JUNIPER
SPECIMEN 8-9'
TRANSPLANT AS SHOWN ON PLAN
n 26 MAHONIA EURYBRACTEATA 'SOFT CARESS'
PLANT PATENT #20,183
SOFT CARESS MAHONIA
5 GAL. ® S-0" O.C.
7 PRUNUS LAUROCERASUS 'OTTO LUYKEN'
OTTO LUYKEN LAUREL
21-24" @ S-0" O.C.
EXISTING OTTO LUYKEN HEDGE
TO REMAIN
15 DRYOPTERIS ERYTHROSORA 'BRILLANCE'
AUTUMN FERN
2 GAL. ® S-0" O.C. OR AS SHOWN
231 GAULTHERIA PROCUMBENS
WINTERGREEN
1 GAL. ® V-0" O.C.
96 RUBUS CALYCINOIDES 'EMERALD CARPET'
EMERALD CARPET BRAMBLE
1 GAL. ® 1'-0" O.C.
NOTES:
REFER TO CIVIL SHEETS FOR PLANTER SIZES AND DIMENSIONS.
STATE OF
•
REGISTERED
e
•
1 CITY OF
RENTON
ling/Building/Public Works Dept.
LANDSCAPE NOTES:
1. SEE SHEET L1.0 LANDSCAPE NOTES AND IRRIGATION NOTES
FOR GENERAL PROJECT PROCEDURES, PLANT MATERIAL
TRANSPLANTING, IRRIGATION DEMO AND RESTORATION, TREE
PROTECTION AND OTHER ITEMS AS NOTED.
2. ALL WORK AREAS SHALL BE KEPT CLEAN, NEAT AND
ORDERLY AT ALL TIMES. DIRT AND RUBBISH SHALL BE KEPT
OFF PAVED AREAS DURING CONSTRUCTION. PROJECT AREA
SHALL BE LEFT CLEAN AND NEAT AT THE END OF EACH
WORKDAY.
3. ALL NEW PLANTING AREAS SHALL HAVE PAVING, DEBRIS,
LITTER, ROCKS OVER 2" AND ALL EXISTING SOIL REMOVED
FROM PLANTING AREA TO A CONSISTENT DEPTH OF 2'-0" OR
AS DIRECTED BY LANDSCAPE ARCHITECT.
4. ALL PLANTING AREAS SHALL EXHIBIT FREE DRAINING
CONDITIONS FOR THE ENTIRE PLANTING AREA. SCARIFY
PLANTING AREAS AS NECESSARY.
5. TOPSOIL TO BE USED FOR ALL NEW PLANTING BEDS AND/OR
PLANTING PITS PER DETAILS.
6. INSTALL TOPSOIL PER CITY OF RENTON ORDINANCE NO
5528/J/SOIL REQUIREMENTS:
SOIL WILL BE PREPARED ACCORDING TO INDUSTRY
STANDARDS TO BE CONDUCIVE TO THE HEALTHY GROWTH OF
NEW PLANTS. TOPSOIL SHALL BE RICH IN ORGANIC MATERIAL
OR AMENDED TO BE SO. CLAY SOIL IS NOT ACCEPTABLE
AND MUST BE REMOVED FROM LANDSCAPE AREAS IF
NATURALLY PRESENT ON SITE.
7. TOPSOIL SHALL BE A 3—WAY MIX FROM CARPINITO
BROTHERS/KENT, WA CONSISTING OF 60% KENT VALLEY
LOAM, 30% STEER MANURE AND 10% SAND OR EQUAL .
8. MULCH SHALL BE MEDIUM BARK MULCH AS PROVIDED BY
CARPINITO BROTHERS/KENT, WA OR EQUAL.
9. PROVIDE SAMPLE OF TOPSOIL AND MULCH TO THE
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION ON SITE.
10. ALLOW FOR COMPACTION IN PLACING TOPSOIL IN ALL
PLANTING AREAS.
11. LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR
ADJUSTING ALL VALVE BOXES AND WATER METER BOXES TO
CORRECT FINISH GRADE DRUING INSTALLATION OF TOPSOIL
AND FINISH GRADING.
12. PLANT MATERIAL WILL BE FIRST QUALITY AS DETERMINED BY
THE LANDSCAPE ARCHITECT AND WILL BE REMOVED FROM
SITE AND REPLACED IF REJECTED.
13. PLANT MATERIAL WILL BE FULLY ROUNDED, BRANCHED
EVENLY AND UNIFORM IN SHAPE.
14. ALL PLANT MATERIAL WILL BE MAINTAINED AND WATERED TO
INSURE OPTIMUM WATER LEVEL AT ALL TIMES DURING
PROJECT WHETHER IN HOLDING AREA OR PLANTED.
15. ALL ROOTBALLS OF B&B AND WIRE BASKET PLANT MATERIAL
WILL BE COVERED WITH TOPSOIL, MULCH OR OTHERWISE
PROTECTED AS APPROVED BY LANDSCAPE ARCHIECT PRIOR
TO PLANTING UNLESS PLANTED IMMEDIATELY UPON DELIVERY.
16. INSTALL "V" TRENCH PER DETAIL IN ALL BEDS ADJACENT TO
SIDEWALKS OR CURBS.
17. ALL PLANT MATERIAL WILL BE PLANTED IN TOPSOIL WITH THE
TOP OF ROOTBALL LEVEL WITH FINISH GRADE. PLANTS
INSTALLED ABOVE GRADE AND BACKFILLED WITH MULCH WILL
BE REPLANTED OR REJECTED.
18. PROVIDE AND PLACE 2" BARK MULCH IN CONTINUOUS LEVEL
MANNER IN ENTIRE AREA (WIDTH/LENGTH) OF RAISED
PLANTER AND ALL OTHER NEW OR EXISTING PLANTING AREAS
WITHIN LIMITS OF PROJECT.
19. A FINAL WALK THROUGH WILL BE SCHEDULED FOR POJECT
COMPLETION AND PUNCH LIST GENERATED AS NECESSARY.
ALL ITEMS ON THE PUNCH LIST MUST BE COMPLETED BEFORE
CONDITIONAL ACCEPTANCE OF THE PROJECT.
20. LANDSCAPE MAINTENANCE OF THE ENTIRE PROJECT SHALL BE
THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR UNTIL
CONITIONAL ACCEPTANCE. THIS INCLUDES, BUT IS NOT
LIMITED TO, WEEDING, RE —STAKING OF PLANT MATERIAL,
DEBRIS/LITTER AND LEAF REMOVAL, WATERING, REPAIR OF
VEHICLE OR PEDESTRIAN DAMAGE TO PLANTING BEDS, REPAIR
OF PLANTING BED DAMAGED BY OTHER CONTRACTORS AND
REPLACEMENT OF STOLEN OR VANDALIZED MATERIALS OR
PLANT MATERIAL.
21. WARRANTY/GUARANTEE ALL PLANT MATERIAL, MATERIAL AND
WORKMANSHIP FOR ONE YEAR FOLLOWING CONDITIONAL
ACCEPTANCE OF PROJECT.
22. REPLACE ANY DEAD OR DYING PLANT MATERIAL AS REQUIRED
BY THE LANDSCAPE ARCHITECT THROUGH THE
WARRANTY/GUARANTEE PERIOD.
23. ALL REPLACEMENT PLANT MATERIAL SHALL BE AS ORIGINALLY
SPECIFIED ON THE PLAN EXCEPT FOR TRANSPLANTED
MATERIAL.
24. TRANSPLANTED MATERIAL TO BE REPLACED SHALL BE
SELECTED BY LANDSCAPE ARCHITECT AND PURCHASED/
DELIVERED/INSTALLED BY LANDSCAPE CONTRACTOR.
25. AFTER THE WARRANTY/GUARANTEE PERIOD HAS ENDED AND
ALL PLANT MATERIAL HAS BEEN REPLACED AS NECESSARY,
THE LANDSCAPE ARCHITECT WILL CERTIFY THE PROJECT WITH
FINAL ACCEPTANCE.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LANDSCAPE PLANTING PLAN AND DETAILS 7/3/17
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
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