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CONDITIONS OF APPROVAL
RENTON, WASHINGTON
STAFF RECOMMENDS APPROVAL OF THE SITE PLAN, CONDITIONAL USE PERMIT, AND REFUSE AND RECYCLE MODIFICATION FOR THE
RENTON HERITAGE APARTMENTS, FILE NO. LUA14-000933, SA -H, CUP, MOD AS DEPICTED IN EXHIBITS 2 THROUGH 5, SUBJECT TO
THE FOLLOWING CONDITIONS:
B 1. THE APPLICANT SHALL COMPLY WITH THE THREE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF
NON -SIGNIFICANCE MITIGATED, DATED MARCH 17, 2008 AS MODIFIED BY THE SEPA ADDENDUM ISSUED ON AUGUST 18, 2014.
2. THE APPLICANT SHALL BE REQUIRED TO RECORD A LOT LINE ADJUSTMENT, FORMAL LOT COMBINATION OR BINDING SITE PLAN IN
ORDER TO ENSURE THE PROPOSED MIXED USE BUILDING IS NOT BUILT ACROSS PROPERTY LINES. THE INSTRUMENT SHALL BE
RECORDED PRIOR TO BUILDING PERMIT APPROVAL.
3. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN TO THE CURRENT PLANNING PROJECT MANAGER
PRIOR TO BUILDING PERMIT APPROVAL. THE REVISED LANDSCAPE PLAN SHALL DEPICT THE FOLLOWING: SPECIFIC DETAIL FOR
COURTYARD SCREENING AND FURNITURE; AN ADDITIONAL STREET TREE ALONG MAIN AVE S AT THE SOUTHERN PORTION OF THE
SITE; AND LANDSCAPE PLANTERS TO DENOTE PEDESTRIAN ENTRY POINTS
4. THE APPLICANT SHALL BE REQUIRED TO REVISE THE PARKING PLAN TO INCLUDE THE FOLLOWING: RELOCATION OF THE THREE
NORTHERN MOST STALLS LOCATED AT GRADE ALONG THE ALLEY AND/OR LIMIT THE STALLS TO BACK IN PARKING ONLY; THE
PROVISION OF ADEQUATE ADA ACCESSIBLE PARKING STALLS; AND THE PROVISION OF ADDITIONAL ON-SITE STALLS FOR POTENTIAL
C RESIDENTIAL/RESTAURANT EMPLOYEES AND RESTAURANT PATRONS IN THE AMOUNT OF 10-20 STALLS. THE PLAN SHALL INCLUDE
ADDITIONAL DIRECT ACCESS STALLS, IN COMBINATION WITH TANDEM SPACES (IF UTILIZED). ALTERNATIVELY, THE APPLICAN'' MAY
PROVIDE PARKING OFF-SITE WHICH COULD BE SUBJECT TO A JOINT PARKING REQUIREMENT. THE REVISED PARKING PLAN SHALL BE
SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL OR
CONSTRUCTION PERMIT APPROVAL WHICHEVER COMES FIRST.
5. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A CONCEPTUAL SIGN PACKAGE WHICH INDICATES THE APPROXIMATE LOCATION OF
ALL EXTERIOR BUILDING SIGNAGE (RESIDENTIAL AND COMMERCIAL). PROPOSED SIGNAGE SHALL BE COMPATIBLE WITH THE BUILDING'S
ARCHITECTURE AND EXTERIOR FINISHES. THE CONCEPTUAL SIGN PACKAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
6. THE APPLICANT SHALL BE REQUIRED TO SUBMIT VERIFICATION THAT A CLOSURE PERMIT HAS BEEN OBTAINED AND/OR
DEMONSTRATES THAT NO DETECTABLE UNAUTHORIZED RELEASE HAS OCCURRED OR THAT UNAUTHORIZED RELEASES HAVE BEEN
CLEANED UP. THIS INFORMATION SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION
PERMIT APPROVAL.
D
7. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS WHICH INCORPORATE ADDITIONAL HEIGHT FOR THE FIRST STORY OF THE ENTIRE
STRUCTURE, TO NO LESS THAN 15 -FEET, AND THE USE OF A TWO-STORY ENTRANCE FOR THE COMMERCIAL COMPONENT AT THE
CORNER OF MAIN AVE S AND S 2ND ST. THE APPLICANT MAY ALSO SUBMIT AN ALTERNATIVE SOLUTION WHICH WOULD PROVIDE
ADDITIONAL NATURAL LIGHT TO THE COMMERCIAL USE (BOTH INDOOR AND OUTDOOR) AND ACHIEVES A MORE PROMINENT
ARCHITECTURAL ENTRANCE AT THE CORNER OF MAIN AVE S AND S 2ND ST. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO,
AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
8. THE APPLICANT SHALL PROVIDE AWNING DETAIL WHICH DEPICT ADDITIONAL APPROPRIATELY -SIZED AWNINGS ALONG THE BALANCE
OF THE MAIN AVE S AND S 2ND ST GROUND LEVEL FACADES IN ORDER TO PROVIDE WEATHER PROTECTION AND EMPHASIZE THE
COMMERCIAL ASPECT OF THE GROUND LEVEL. AWNINGS ARE REQUIRED TO ACCENTUATE THE BUILDING ARCHITECTURE AND PLACED
SO AS TO AVOID BLOCKING WINDOW GLAZING AS MUCH AS POSSIBLE. THE AWNING DETAIL SHALL BE SUBMITTED TO, AND
APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
9. THE APPLICANT SHALL BE REQUIRED TO PROVIDE BOLLARDS OR AN ALTERNATIVE MEASURE TO REDUCE THE POTENTIAL FOR
VEHICLES TO COMPROMISE THE SAFETY OF PATRONS USING THE PROPOSED OUTDOOR SEATING AREA. THE REVISED SITE PLAN
E SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
10. THE APPLICANT SHALL SUBMIT A FINAL PUBLIC ART PLAN OR AN APPROVED STREETSCAPE PUBLIC IMPROVEMENT PLAN.
ADDITIONAL STREETSCAPE AMENITIES WHICH MAY INCLUDE ORNAMENTAL BICYCLE RACKS, PUBLIC REFUSE RECEPTACLES, OR USE OF
SMALL RAISED LANDSCAPE PLANTERS WHICH COULD ALSO SERVE TO PROVIDE INFORMAL SEATING AT THE GROUND LEVEL. THE
PREFERRED PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING
PERMIT APPROVAL.
11. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED FLOOR TO CEILING WINDOW TYPES FOR THE EXTENSION OF
THE PROPOSED RETAIL SPACE TO THE WEST ALONG S 2ND ST AND SOUTH ALONG MAIN AVE S TO THE RESPECTIVE RETAIL SPACE
ENTRANCE FROM THE SIDEWALK. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
12. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER
PRIOR TO BUILDING PERMIT APPROVAL. ACCEPTABLE MATERIALS INCLUDE A COMBINATION OF BRICK, INTEGRALLY COLORED
CONCRETE MASONRY, PRE -FINISHED METAL, STONE, STEEL, GLASS, CAST -IN-PLACE CONCRETE, OR OTHER HIGH QUALITY MATERIAL.
FULL BRICK -SIZED MATERIAL SHOULD BE ENCOURAGED FOR AT LEAST THE STREET LEVEL FAQADE TO ENSURE DURABLE MATERIALS
ARE APPLIED IN HIGH TRAFFIC PEDESTRIAN LOCATIONS. ANY NON -BRICK MASONRY FINISHES PROPOSED AT THE GROUND LEVEL
THAT MAY BE ACCESSIBLE TO HUMANS SHOULD BE ANTI -GRAFFITI COATING APPLIED TO ENSURE EASY REMOVAL OF GRAFFITI.
13. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN WHICH COMPLIES WITH THE DESIGN DISTRICT STANDARDS. THE PLAN SHALL
INDICATE THE LOCATION OF EXTERIOR/ORNAMENTAL LIGHTING TO BE ATTACHED TO THE BUILDING, INCLUDING SPECIFICATIONS AND
PHOTO SAMPLES OF THE LIGHT FIXTURES. THE LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
14. THE APPLICANT SHALL SUBMIT BICYCLE PARKING DETAIL DEMONSTRATING COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED
IN RMC 4-4-080F.11.0 FOR FIXED STRUCTURES. THE BICYCLE PARKING DETAIL SHALL BE SUBMITTED TO AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. SHOULD THE APPLICANT UTILIZE ORNAMENTAL
BICYCLE PARKING ALONG THE STREETSCAPE THOSE STALLS SHALL BE USED TO OFFSET THE REQUIRED NUMBER BICYCLE PARKING
STALLS.
(a 15. THE APPLICANT SHALL PROVIDE A PAVEMENT DESIGN FOR MAIN AVE S AND S 2ND ST. THE PAVEMENT DESIGN SHALL BE
SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
16. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A RECORDED PEDESTRIAN EASEMENT IN SUFFICIENT WIDTH (UP TO 4 FEET) TO
CONSTRUCT STREET IMPROVEMENTS BEHIND THE EXISTING CURB. THE EASEMENT SHALL BE SUBMITTED TO AND APPROVED BY THE
PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
17. THE APPLICANT SHALL BE REQUIRED TO DEDICATE UP TO 11 FEET IN ORDER TO CONSTRUCT ALLEY IMPROVEMENTS ADJACENT TO
THE EXISTING ALLEY. THE DEDICATION SHALL BE SUBMITTED TO AND APPROVED BY THE PLAN REVIEWER PRIOR TO
CONSTRUCTION PERMIT APPROVAL
EXPIRATION PERIODS
SITE PLAN APPROVAL EXPIRES TWO (2) YEARS FROM THE DATE OF APPROVAL. AN EXTENSION MAY BE REQUESTED PURSUANT TO RMC
SECTION 4-9-030.
Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C001
LEGEND (PROPOSED FEATURES
STORM DRAINAGE PIPE L�
CATCH BASIN
STORM DRAINAGE CLEANOUT o
SANITARY SEWER PIPE �
SANITARY SEWER CLEANOUT o
WATER MAINS W
FIRE HYDRANT AND FDC
WATER METERS �
WATER VALVES �
FITTINGS WITH THRUST BLOCKS
GAS LINE -GAS
GAS METER
HATCH LEGEND
�� 2" GRIND do OVERLAY
a NEW CONCRETE ALLEY
$ � NEW CONCRETE SIDEWALK
CONSTRUCTION ENTRANCE
IMPERVIOUS AREAS
POLLU110N GENERATING IMPERVIOUS SURFACE (PGIS): 0.10 AC
TOTAL IMPERVIOUS SURFACE: 0.74 AC
BASIS OF BEARINGS
S88'24'40"E, THE CENTERLINE OF S 2ND ST AS MEASURED
ALONG THE NORTH UNE OF BLOCK 13, PLAT OF RENTON,
ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS,
PAGE 135, IN KING COUNTY, WASHINGTON.
LEGAL DESCRIPTION
LOTS 16 THROUGH 20 INCLUSIVE, BLOCK 13, PLAT OF THE
TOWN OF RENTON, ACCORDING TO THE PLAT RECORDED IN
VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY,
WASHINGTON;
EXCEPT THE WEST 5 FEET OF SAID LOT 16 DEEDED TO THE
CITY OF RENTON BY QUIT CLAIM DEED
RECORDED MAY 7, 1979 UNDER RECORDING N0.
7905070629;
AND EXCEPT THE WEST 5 FEET OF SAID LOT 17 DEEDED TO
THE CIN OF RENTON BY QUIT CLAIM DEED RECORDED MAY
7, 1979 UNDER RECORDING N0. 7905070628.
CONTRACTOR NOTE
ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE
VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY
CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED
UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND
SURVEY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY
FOR THE ACCURACY OF THOSE RECORDS AND SURVEY,
FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS
CRITICAL TO CONSTRUCTION CONTACT THE UTILITY
OWNER/AGENCY.
VERTICAL DATUM (NAND '88)
.BASIS OF ELEVATION
ORIGINATING VERTICAL BENCHMARKS (NAND 1988, FEET):
MONUMENT DESIGNATION 2123 -STANDARD NATIONAL
GEODETIC SURVEY BENCH MARK BRASS DISC, NGS ARCHIVE
N0. SY0624, STAMPED "Q 462 1973"1 SET VERTICALLY IN
THE SOUTHERLY FACE OF THE BRICK WALL OF THE U.S.
POST OFFICE MAIL HANDLING BUILDING, LOCATED AT THE
NORTHEASTERLY CORNER OF ROUSER WAY do WILLIAMS
AVENUE S, APPROXIMATELY 4.0' ABOVE THE GROUND.
ELEVAT10N=45.11
MONUMENT DESIGNATION 657 -NAIL IN LEAD IN CONCRETE
MONUMENT IN A CASE AT THE INTERSECTION OF S 2ND
STREET AND MILL AVENUE S.
ELEVAl10N=44.82
SURVEY LEGEND ('EXISTING FEATURES)
UTILITY PROVIDERS PARCEL #
WAT __R, SEWER
7231501245
CIT) OF RENTON WATER AND SEWER DISTRICT
7231501240
UTILE TIES DEPARTMENT
7231501235
PHONE: (425) 430-6400
7231501230
STORM DRAINAGE
FIRST AMERICAN TITLE INSURANCE
CITY OF RENTON
COMPANY, FILE NO.: NCS-627016-WA1,
UTIL :IES DEPARTMENT
DATED NOVEMBER 18, 2013.
FIRE DISTRICT
WATER MAIN EXTENSION PLAN & PROFILE ........................................................
CITY OF RENTON
WATER MAIN EXTENSION PLAN &PROFILE.........................................................
PHONE: (425) 430-7000
2ND ST. do MAIN AVE PLAN................................................................................
POWER
ALLEY PLAN &PROFILE...................................................................................... C4.1
PUGET SOUND ENERGY
C5.0
13230 SE 32ND STREET
C5.1
BELLEVUE, WA
C5.2
(888)-225-5773
C5.3
CITN, OF RENTON
Approved by:
Approved by:,
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Approved bY : ,Aw6U(
Date:
Date:
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VICINITY MAP
NOT TO SCALE
SHEET INDEX -CLEARING.
GRADING. & UTILITIES
COVER SHEET do VICINITY MAP............................................................................ C0.1
GENERALNOTES...................................................................................................
C0.2
DEMOLITION do TESC PLAN.................................................................................. C1.0
EXCAVATION PLAN............................................................................................... C1.1
DEMOLITION do TESC NOTES &DETAILS.............................................................
C1.2
GRADING do DRAINAGE PLAN...............................................................................
C2.0
UTILITYPLAN........................................................................................................
C3.0
WATER MAIN EXTENSION PLAN & PROFILE ........................................................
C3.1
WATER MAIN EXTENSION PLAN &PROFILE.........................................................
C3.2
2ND ST. do MAIN AVE PLAN................................................................................
C4.0
ALLEY PLAN &PROFILE...................................................................................... C4.1
STANDARD DETAILS..............................................................................................
C5.0
STANDARD DETAILS..............................................................................................
C5.1
STANDARDDETAILS..............................................................................................
C5.2
STANDARD DETAILS..............................................................................................
C5.3
STANDARDDETAILS..............................................................................................
C5.4
STANDARD DETAILS..............................................................................................
C5.5
OWNER/DEVELOPER ARCHITECT
STRUCTURAL
COSMOS DEVELOPMENT COMPANY STRICKER CATO MURPHY
DCI ENGINEERS
COSMOS INTERNATIONAL CENTER ARCHITECTS, P.S.
818 STEWART STREET, STE 1000
11747 NE FIRST ST. SUITE 1300 311 FIRST AVE S., SUITE 300 SEATTLE, WA 98101
BELLEVUE, WA 98005 SEATTLE, WA 98104
CONTACT: BRUCE ZHONG, S.E.
CONTACT: OSCAR DEL MORO CONTACT: ROBIN MURPHY,
AIA PH (206) 332-1900
PH (425) 451-8188, EXT 130 PH (206) 324-4800
FAX (206) 332-1600
FAX (425) 451-8498 FAX (206) 322-2875
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CIVIL
DCI ENGINEERS
818 STEWART STREET, STE 1000
SEATTLE, WA 98101
CONTACT: DARKEN SIMPSON, P.E.
PH (206) 332-1900
FAX (206) 332-1600
LANDSCAPE ARCHITECT
WEISMAN DESIGN GROUP
2329 E. MADISON STREET
SEATTLE, WA 98112
CONTACT: ANDY RASMUSSEN, ASLA
PH (206) 322-1732
SURVEYOR GEOTECHNICAL
OTAK
EARTH SOLUTIONS NW
11241 WILLOWS ROAD NE, STE 200
BELLEVUE,
WA 98005
REDMOND,
WA 98052
CONTACT:
RAYMOND COGLAS, P.E.
CONTACT:
BILL LAWRENCE, PLS
PH (425)
449-4704
PH (425)
822-4446
FAX (425)
449-4711
FAX (425)
827-9577
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UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
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(800)424-5555
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1 12
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
A 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 (425)
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
B APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL WATER MAIN 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 JOINT.
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 UNING 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 JOINT 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
C 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
D 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 NTH CAST IRON THREADED CAPS WITH
OPERATING NUT OF THE SAME DESIGN AND PROPOR11ONS 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.
E 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43655
SAFETY YELLOW OR APPROVED EQUAL.
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.
F 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 711.3(12)E
OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
G 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
CONTRACTOR'S RESPONSIBILITY TO N01IFY 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 6
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 WMTh
A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL F")R
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.
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK AND 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 PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN
APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC
RIGHT OF WAY.
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.
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING
NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED
PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER
ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE
DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT
OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH
SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
12. 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.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE 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. 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. PIPE BEDDING SHALL BE PEA
GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35,
OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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5
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE-CONSTRUC11ON MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN
REVIEW SEC11ON AND THE APPLICANT.
21.4.
2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON
MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR 21.5.
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE
AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON
PUBLIC WORKS DFPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE 21.6.
APPLICANT AND HE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR,
OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. 21.7.
ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
3. APPROVAL OF THIS ROAD, GRADING, PARKING, AND DRAINAGE PLAN DOES NOT
CONSTITUTE AN ';PPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER
CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE
PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER
ACCEPTABLE DETECTION.
PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED
TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS
OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G.
POWER, GAS, TELEPHONE, TELEVISION).
ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
LOT HOME OWNER.
STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS,
EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES,
PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A
CHECK VALVE.
CONVEYANCE, SE,-4ER CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER 22. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DRAINAGE SYSTEM' SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF
WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FORM THE APPROVED PLANS WILL LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY
REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE
SURFACE WATER JTILITY SECTION. CAPACITY. .
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER 23. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
CONSTRUCTION IS IN CONSTRUCTION PERMIT ISSUANCE.
PROGRESS.
5. GRADING ACTIVITILS (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7
P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS
OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
6. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK.
EASEMENTS REQL;,RE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
7. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN
MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
8. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER
FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
10. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND
COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR.
11. OPEN CUTTING Or EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM
DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF
RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION
STANDARDS.
12. 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.
13. 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.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN A 3CORDANCE WITH 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 SUPPORTLD
ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA
CLASS "C", WITH THE EXCEPTION OF PVC PIPE.
15. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR
BETTER INSIDE AND OUTSIDE.
16. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE
SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
17. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1
EASEMENT WIDTHS AND BUILDING SETBACK LINES.
18. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
19. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE
OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH. 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 - 209 PASSING.
20. 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.
21. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRA11ON BY THE CITY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING:
21.1. EACH OUTLE1 SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORMWATEF CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
21.2. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 21OX4" STAKE
MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE
LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
21.3. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATION DESCRIBED IN
24. 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.
25. 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. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
26. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH
SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-050).
Approved v- :
Approved bv:
Approved by
Approved by:04'
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R-382102
("TTY OF RENTON
Date:
.date:
Date: S` -
Date: 4o1231fS
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
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(800)424-5555
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REMOVE EXISTING CURB AND GUTTER ---
EXISTING 8" WATER LINE, PROTECT IN PLACE
REMOVE EXISTING ALLEY APPROACH
SAWCUT EXISTING CONCRETE
EXISTING SIDEWALK, CURB & GUTTER, AND ASPHALT, PROTECT IN PLACE
PROTECT IN PLACE EXISTING GAS
APPURTENANCES
/' �� _
LIMITS OF CONSTRUCTION
EXISTING BUILDING, PROTECT IN PLACE
SILT FENCE/ STRAW WATTLE
PER CITY OF RENTON STANDARDS 213.40 AND 214
REMOVE EXISTING ASPHALT
SAWCUT EXISTING CONCRETE
EXISTING BUILDING, PROTECT W RJ ACE
EXISTING COMMUNICATION LINES, PROTECT IN PLACE
EXISTING GAS LINE, PROTECT IN PLACE
SAWCUT EXISTING CONCRETE
SAWCUT EXISTING CONCRETE
EXISTING ASPHALT, PROTECT IN PLACE
2'�°%
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........ .......
Plotted: May 29, 2015 — 8:33am ifitzjames 0:\Dci—Civil\2014\1 4012 —0023— Renton — Heritage—Apt\dwg\ 1 4023—PLN.dwg Layout Name: C100
5 6 7
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REMOVE EXISTING DRIVEWAY
REMOVE EXISTING CURB AND GUTTER
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EXISTING SIDE SEWER, CAP AT PROPERTY UNE
CONSTRUCT CONSTRUCTION ENTRANCE
a REMOVE STREET LIGHT ,VOLE,
F =TURN TO CITY OF RENTON,
1-- REMOVE CONCRETE BASE AND JUNCTION BOX,
PROTECT AND MARK CONDUIT (TYP)
REMOVE EXISTING SIDEWALK
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-- PROTECT IN PLACE EXISTING GAS METER
�— :SAWCUT EXISTING CONCRETE
EXISTING SIDE SEWERS CAP AT PROPERTY LINE
:.PROTECT IN PLACE EXISTING SIDEWALK,
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CURB &GUTTER, AND ASPHALT
I
CONTRACTOR NOTES
1. CONTRACTOR SHALL INSTALL FENCING TO SECURE SITE.
2. ALL EXISTING BUSINESSES ALONG ALLEY ARE TO REMAIN IN OPERATION DURING
CONSTRUCTION. COORDINATE WORK ACCORDINGLY
TESC RECOMMENDED CONSTRUCTION SEQUENCE
1. 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 INSERTS.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE/STRAW WATTLE).
7. CONSTRUCT SEDIMENT TRAP.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS,
ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE
SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
11. 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'S EROSION AND SEDIMENT CONTROL STANDARDS.
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASONS OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BMPS REMOVED IF APPROPRIATE.
GRAPHIC SCALE
/ I 20 0 10 20
1
IN FEET
1 inch = 20 &
R-381103
CONTRACTOR NOTE
ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY.
CITY OF RENTON
Approved hDate:
Approved bN?:
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1. CONTRACTOR SHALL INSTALL FENCING TO SECURE SITE.
2. ALL EXISTING BUSINESSES ALONG ALLEY ARE TO REMAIN IN OPERATION DURING
CONSTRUCTION. COORDINATE WORK ACCORDINGLY
TESC RECOMMENDED CONSTRUCTION SEQUENCE
1. 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 INSERTS.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE/STRAW WATTLE).
7. CONSTRUCT SEDIMENT TRAP.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS,
ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE
SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
11. 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'S EROSION AND SEDIMENT CONTROL STANDARDS.
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASONS OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BMPS REMOVED IF APPROPRIATE.
GRAPHIC SCALE
/ I 20 0 10 20
1
IN FEET
1 inch = 20 &
R-381103
CONTRACTOR NOTE
ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY.
CITY OF RENTON
Approved hDate:
Approved bN?:
Approved hx:-:
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CONTRACTOR NOTES
1. CONTRACTOR SHALL INSTALL FENCING TO SECURE SITE.
2. ALL EXISTING BUSINESSES ALONG ALLEY ARE TO REMAIN IN OPERATION
DURING CONSTRUCTION. COORDINATE WORK ACCORDINGLY
EXCAVATION NOTES
1. EXCAVATION VOLUME IS 7,550 CY.
2. EXCAVATION DISPOSAL LOCATION IS UNKNOWN AT THIS TIME.
11MEI'T TRAP OR BAKER TANK
6' X 12') WITH GRAVEL CONE RISER
PER DETAIL SHEET C1.2
RELOCATE AS EXCAVATION PROGRESSES
R-3 81104
CONTRACTOR NOTE
ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY.
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CITY OF RENTON
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EROSION CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING
2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY
SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE
CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION
TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. 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.
5. 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 AN I' 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.
6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR
LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER
1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH
THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.)
8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH
30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM
EVENT.
12. AT NO 11ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED
FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING.
14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL
MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM,
THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE
PERMANENT FACILITY.
15. PRIOR TO THE BEGINNING OF THE WET SEASONS (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN
PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP
OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS, USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
6' MAX.
POST SPACING MAY BE INCREASED
TO 81F WIRE BACKING IS USED
2•'x2" BY 14 Ga. WIRE OR
- EQUIVALENT. IF STAT
STRENGTH FABRIC t
FIL'
MINIMUM 4•'x4" TRENCH
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. NATIVE SOIL
)101
2"x4" WOOD POSTS, STEEL FENCE
POSTS, REBAR. OR EQUIVALENT
NOTES
1. CONDITION OF USE
1.1 SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15MM) FOR SILT FILM
50-100 SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D491) 0.02 SECA-1 MINIMUM
GRAB TENSILE STRENCHT (AST"M D4632) 180 LBS, MIN. FOR EXTRA 57"RENGH FABRIC
100 LBS, MIN. FOR STANDARD STRENGHT FABRIC
GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX.
ULTRAVIOLATE RESISTANCE (ASTM D4355) 70 % MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND
THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT.
3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
i
G1 Y 06 STD. PLAN - 214.00
♦ ♦ P B1,IC WORKS SILT FENCE I.
. .._._.......... .-........... _.....-
- ._.._.- -
:=` DEPARTMENT
N.ro MARCS 12008
Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C120
INSTALL DRIVEWP
IS A ROADSIDE DI
PER CITY ROAD S
�y
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FLAT BOTTOM
SURFACE AREA DETERMINED -
AT TOP OF WEIR
NOTE: TRAP MAY BE FORMED BY BERM 0r BY
PARTIAL OR COMPLETE EXCAVATION
5
I� MIN 1
1' MIN OVERFLOW
1' MIN
GEOTEXTILE DISCHARGE TO STABILIZED
CONVEYANCE, OUTLET OR
LEVEL SPREADER
- 1' MIN. DEPTH OVERFLOW SPILLWAY III -III -III -III- i -III=
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2"-4" ROCK
NATIVE SOIL OR
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GEOTEXTILE � =III=III=III III=III=III=III-III WASHED GRAVEL
TRAP aU1lFT
1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH.
2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED.
SEDIMENT TRAP.
i
DRIVEWAYS SHALL BE PAVED TO TH' EDGE
OF R -O -W PRIOR TO INSTALLATION' rHE
CONSTRUCTION ENTRANCE TO AVC
DAMAGING OF THE ROADWAY
IT IS RECOMPAENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
I -
GEOTEXTILE is
G i
12" Nil N. THICKNESS 3 PROVIDE PULL WIDTH OF
NOTES INGRESS EGRESS AREA
1 • CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN.
GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX.
MULLEN BURST STRENGTH (ASTM D3786 -80A) 400 PSI MIN.
AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE)
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE. OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET.
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVEL) IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S) FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
Y O -
STD. PLAN - 215.10
PUB ,IC. WORKS STABILIZED
DEPARTMENT CONSTRUCTION ENTRANCE
MAt CII 2008
SCALE NTS
6 ! 7
ADJACENT ROLLS
\� SHALL TIGHTLY
AE3lJT
ROLL SPACING
DEPENDS ON SOIL \ �
TY --'E AND SLOPE STEEPNESS
!75-125m-
41
7 125m
20c) -.,r
NOTES 1 x r STAKE
1. CONDITION OF USE
1.1. SEEDING SHALL BE USED THROUGH THE PROJECT -)N DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THi, r WILL REMAIN
UNWORKED FOR MORE THAN 30 DAYS.
1.2 VEGETATION -LINED CHANNELS SHALL BE SEEDED CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEE )RE 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 WIT HOU t MDI CH DI_IRING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL FAKE MORE
THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE CO`✓ER.
1.5. AT THE BEGINNING OF THE WET SEASON. ALL t=)ISTIJRBANCFS AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES: AN BE SEEDED
IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREA SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF t HE WET
SEASON. AT FINAL SITE STABILIZATION ALL EW TURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZE[) SHALL F!- 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 SE�_DED BETWEEN
JULY 1 AND AUGUST 31. BUT IRRIGATION MAY BE RECUIRED 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 :OLD
TEMPERATURES.
22 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 CJMPA(--TEC)
24. IN GENERAL, 10 -20 -20N -P -K FERTILIZER MAY BE i-ISED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THA F AREAS BEING
SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL 1-0 DF ( FRMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NF. ' DED.
DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES ANn i,VFTL_ANDS 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 E ,.PELTED TO BE
SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE Tt) SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO -I iE 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 SIMUL IANEOUSLY BY HYDROSEEDING.
2 6 HYDROSEEDING IS ALLOWED AS LONG AS 1 RACKIFIER IS IN(_LUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ACDF -QUATE DURING
THE DRY SEASON. HYDROSEEDING WITH WOOL) FIBER MULCH IS ADEQUATE DURING THE DRY SEASON- DURING THE /ET SEASON,
THE APPLICATION RATE SHOULD BE DOUBLED FT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW JITH THE
WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINAT10N.
2 7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL :"\MENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLS. ' INTO THE TOP
SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND 1%1PROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS ,`JILL REQUIRE
THE ADDITION OF 4 INCHES OF WELL -ROTTED) 1:;OMPOS_L TO E:aF TILLED INTO THE SOIL TO PROVIDE A GOOD tiaUALITY )PSOIL
QINV,
STD. PLAN 213.40
Pli�31AC WORK,— STRAW WATTLES
DEPARTMENT
1 ARCH �O08
MAX.
<
DRAINAGE GRATE TRIM
-�
} GRATE FRAME - - --=
SEDIMENT AND DEBRIS
4,
OVERFLOW BYPASS
�. v
BELOW INLET GRATE DEVICE
-_
FILTERED
WATER
G i
SECTION VIEW
DRAINAGE GRATE
RECTANGULAR GRATE SHOWN
BELOW NI
-- RETRIEVAL SYSTEM iTYP
ISOMETRIC VIEW
NOTES
1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service.
2. The BIGD shall have a built-in high-flow relief system (overflow bypass).
3. The retrieval system must allow removal of the BIGD without spilling the collected material.
4. Perform maintenance in accordance with Standard Specification b 01.3(15).
TYP .
Y
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v~ �.� STD. PLAN - 216.r30
PKX 440RK� CATCH BASIN FILTER
..= DEPARTMI';\T
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SHEET TITLE:
DEMOLITION &
TESC NOTES
& DETAILS
(800)424-5555 SHEET N0.
CALL TWO BUSINESS DAYS �
C 12
BEFORE YOU DIG
SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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AREAS I I �: �', I'll CONTRACTOR NOTE
I I�,; v SITE AREA ................................... 29,406 SQ/FT ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
APPROXIMATE LOC SON OF STA 26+ 1 1.08
r.-
+ DISTURBED AREA ......................... 38,332 SQ/FT HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
FUTURE CURB BULB BY
CITY, OF RENTON
�, D IMPERVIOUS AREA ....................... 32,226 SQ FT EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
rAIS %EXISTING' C NICATION /
CLOSE EXISTING DRIVEWAY` PERVIOUS/ LANDSCAPE AREA.... ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
EP STA 32+80.04 „ / , QLT` W TO NISH GRADE o 2,090 SQ/FT
AND INSTALL NEW 6 CURB ,' o " LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
AND GUTTER PER , •o INSTALL Nl 12 WATER, FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
,� N C)
„'
�//��///////�% SEE SHEET
C3.1 ANS C3.2 CONSTRUCTION CONTACT THE UTILITY OWNER AGENCY.
11111-111111111 7,--� � CfTY /
� INSTALL NEW 12 CQNCRET , SIDEWALK I �' ,,� , r5 .I.
`�;�"gin T T
8I
TRIA ,
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P R,a CITY OF RENfiOi ` ST N6ARD 102 _
F
EXISTING TRAFFIC SIGNAL
r ,� DESttGN SPEED = 35 MPH _ -
)
I PROTECT IN 11 11
ACE
CLOSE EXISTING DRIVEWAY ..
_ -
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ISTING CURB AND 'GUTTER, PROTECT 11 PL ---
AND INSTALL NEW 6" CURB
'11
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AND GUTTER PER 1111,.,,,( � I '' llelll ;,, ,\\
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INSTALL NEW CONCRETE DRIVEWAY ,,� : ;,I'll - - EXISTING COMMUNICAT10N VAl1LT,
�� °'' XISTING DRIVEWAY 0
PER CITY OF RENTON STANDARDS 104.2 AND 104.4 y: RAISE LID TO FINISH GRADE•
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STA. 32+44.79, 7.47' LT d . 6a
IE= 42.17 (NEW 6",a.l., W) +, j
a, .
NEW POLYDRAIN 610 CATCH BASIN OR EQUAL % 1-4' - e . 'I '11
I 11
1 44 4 BUILDING ABOVE11 I
PER ABT, INC POLYDRAIN STANDARDS,jr � j ° �o e a � �, f NEW SDCB#1 in
f 43.13 -
STANDARD 201 R
q _, , Q r 48" TYP 25'
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d
1,.11.1_..., ,.; ..: .- , ;! .. .%'/'iimm� [it/ _I
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PROPOSED BUILDING `\ I
G � } /;< 1 =�5 1 1 .::' IE- 41.22 EX. 12 , CONC., N,S
- d., E�n ( ) SEPERATE CONTRACT ,
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/
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0
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5 N .�. EXISTING POWER EASEMENT
-I IV CROSSINGS CORNER ROW D ICATI
, 11° - : REC NO. 663856?'
ED 0
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R, D
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44.9
1
RETAIL GARAGE ENTRANCE e �? INSTALL EW CURQ RAMP
/ .J
. °
/ �`` 4418 AN INSTALL NEW 6" CURB Q
I 11,11 .ti PER CITY OF RE TON STANDARD
,,,i e' ,
.
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A GIJT R PER
��' CI�LTON STANDARD 101 AND 103 BELOW GRADE GARA E
° � 1 ,,�i i�/, /r i 111-111
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s NEW CURB
I I/`: IN ALL �V STREET TREE AND PLANTER,CORNER ENLARGEMENT PER CITY OF RENTON STANDARD 101
20�.-- I RWM10 I ��
LANS!APE PLAN (TYP) SCALE: 1 "=5'
/. „, / 11
e ri/.t/ // / , ,
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EXISTING BUILDING /' '
,: it
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d �' . SEE TYPIC ROADAWAY� �� d d E I k CITY OF RENTON STANDARD 200
PROTECT IN PLACE o� I ,.. , DEDICATION
� „ CROSS SECTION SHEET C4.0 I .
SEE ALLEY PLAN SHEET 4.1 FOR 'ICAL STORMIII I. VANED GRATE STA 31+00 TO STA 32+50
CLEARANCESI 11
P _CITY OF
RENTON STANDARD 204 20
/ _
R 44.34 „
4 4 6.0
OVER EXIS NG UT1LITlE
I I 41.73 NEW 12 D.I. E
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PROPOSED AT GRADE PARKING/p LF I 8" CL. 4000 CONCRETE WITH DOWELL
RIM ,4 �F -
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(14 STALLS) ° IE 42.8 1� , �' + y i 6" CRUSHED AGGREGATE BA
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A 11.0' ROW �; ;....' .. ' . ' .. NEW SDCB## 4.79' 4.7�
DEDIC „ 1) COMPACTED SUBGRADE PER
I 48 TYPE 2 PER CITY OF RENTON STANDARD 201 �:':. .
1 1 e .z..:'. �' ,
UPPER FLOOR/ BALCONY e I WITH ROUND SOLID METAL COVER `� GEOTECHNICAL REQUIREMENTS
° I I ,,A
e
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04 50
ti PER CITY OF RENTONaTANDARD 2
-- i
RIM= 45.08 \ \ \ \ \
1111.. -_. 1111,
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IE= 41.28 (EX. 12 CONC., N,S)
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,
d W INSTALL NEW 12' CONCRETE SIDEWALK
'' NI� PER CITY OF RENTON STANDARD 102 TYPICAL ALLEY SECTION
.23 4f
INSTALL NEW 16' W( :LEY, e
44
d °
SE,,,„�,,,,,, T a ___�;__._ �� SCALE: N.T.S. FIELD CUT POLYDRAIN
4.. u...., /i,.i//,//,, 1111., d / "f
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CURB DISCHARGE
d" W 6" CURB TO FORM 40' BEND
/ ,� _ i
r AND INSTALL NE
11"` ;„ H •Q ? I AND GUTTER PER CEMENT CONCRETE
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OF RENTON STAN ARD 101 AND 103
DRIVEWAY ENTRANCE
COMMUNICATION LINES °
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PER CITY OF RENTON
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STANDARD 104.4
PROTECT IN PLACE EXISTING GAS LINE d
� 11TYPE
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17 LF 4" POLYDRAIN
' ° 22• 7
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NEUTRAL BOTTOM -NON SLOPING
SAWCUT EXISTING CONCRETE �
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NEUTRAL BOTTOM -NON SLOPING
WITH ORNAMENTAL IMPERIAL STAR
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OR EQUAL
IE= 41.77 (NEW 1Z , D.I., E) WITH ORNAMENTAL IMPERIAL STAR PER ABT, INC
----
POLYDRAIN STANDARDS
A ; 44.78% e 2 4 IE= 42.27 (NEW ", D.I., W) DUCTILE IRON GRATE NEW
�° SEE NOTE BELOW
J
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NTH DCVA INTERIOR TO BUILDING
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SEWER NOTES
t. POT HOLE AND CAMERA TO VERIFY INVERT ELEVATION,
LOCATION, AND CONDITION. RELINE AS DIRECTED BY
ENGINEER IN ACCORDANCE WI1H CIN OF RENTON
STANDARD. THE SIDE SEWER MAY ONLY BE REUSED
IF IT IS PVC.
2. PER THE PLUMBING CODE BACK WATER VALVES ARE
REQUIRED ON ALL SIDE SEWERS WHERE THE FINISHED
FLOOR ELEVATION IS LOWER THAN THE ELEVATION OF
THE THE NEXT UPSTREAM MANHOLE RIM ELEVATION.
UPC 2009 SECTION 710.1.
NOTE
ALL NEW AND EXISTING HAND HOLES &VALVES SHALL BE
RAISED TO GRADE AND FURNISHED WITH NON-SKID LIDS
POWER AND GAS NOTE
CONTRACTOR SHALL COORDINATE WITH PSE REGARDING
SERVICE LOCATION AND SIZING OF NATURAL GAS AND
POWER SERVICE FOR THE PROPOSED DEVELOPMENT.
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INSTALL FIRE WATER LINE
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ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
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CONCRETE THRUST BLOCKINGI NEON 1-11-11111 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED11
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3 12" GATE VALVE (FL. X� M.J.)I'll ,,I'l"
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- - ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN
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I OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF
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EXISTING 12" D.I. MATER EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION
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SEE NOTE 5 .
- / I /, �111�;1'�'1,��,����51'�� ���!�;������i���I�;� ��:�������?�:�,�I
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PER CITY OF RENTON STANDARD 31C.1
FLANGE ELEVATION**x,'44.88 1111 1
36 L.F. Approved tt.y. Aftat1L ( wme,-
6" CL. 52 D.I. P( �, - , I4
70 L.F. Approved by:
4" CL. 52 D.I. PIPE
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INSTALL 12" GATE VALVE FL. X cul.. _
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12" CL. 52 D.I. PIPE
W/M STA. 4+50 = 0 0, 47'LT/MIN. 4 CSF COVER
INSTALL NEW FIRE HYDRANT S MBLY
PER CITY OF RENTON STAN D I=-
10� STA_ + 3,�= _ STA -24+91. • Q5,�25. LIQ-
FLANGE ELEVATIO 45.03 INST LL NEW FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STANDARD 310.1
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1-1111/1-'1111111" 11INSTALL 1-1 2 COMMERCIA WATER LIFE AND METER
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111// I% ' ORM DRAIN LINE
9 L.F. 15 L.F. TO BE ABANDONED BY CITY OF RENTON
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EXISTING SIDE SEWER (TYP) 12" CL. 52 D.I. PIPE 12" CL. 52 D.I. PIPE 93 L.F. AFTER 12" WATER MAIN INSTALLATION
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MIN. 4' OF COVER 12" CL. 52 D.I. PIPE
POT HOLE REQUESTED (TYP) N 4' OF
' /,
MIN. COVER GRAPHIC SCALE
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AN2NEEXISTING 66" STEEL WATER UNE, 8' COVER, VERIFY MAINTAIN 7.5' HORIZONTAL SEPARATION WITHIN BUILDING SPRINKLER ROOM INSTALL 1" IRRIGATION WATER UNE, METER, & DCVA ASSEMBLY
(OUTSIDE WALL TO OUTSIDE WALL) WITH POST INDICATOR VALVE PER CITY OF RENTON STANDARD 320.1 & 340.8
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" PER CITY OF RENTON STANDARD 360.5
EXISTING 52" STEEL WATER UNE, 8' COVER, VERIFY BETWEEN NEW 12 WATER LINE AND EXISTING STORM (IN FEET
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6
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EXISTING 66" SPU TRANSMISSION MAIN CROSSES. CATHODIC PROTECTION IS TO 6.
CONTRACTOR TO REPLACE TRAFFIC INDUCTION LOOPS AS NECESSARY DUE TO
THE ROADWAY TRENCH CROSSINGS RELATED TO THE TRANSFER OF THE EXISTING
THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND
MINIMUM CLEARANCE CANNOT BE OBTAINED, PROVIDE AND INSTALL ETHAFOAM
BE INSTALLED PER DETAILS PROVIDED BY THE CITY OF RENTON FOUND ON
WATER MAIN INSTALLATION.
WATER SERVICES TO THE NEW 12 WATER MAIN IN MAIN AVENUE S. CITY CREWS
ACCEPTED PRIOR TO ABANDONING THE EXISTING 8" AND 6"
CUSHIONING.
SHEET C5.5. UTILITY CONSENT LETTER NEEDED FROM SPU FOR CROSSING OVER 7.
APPROXIMATE SIZE AND DEPTH OF T1'E EXISTING COMMUNICATION DUuT THAT IS
WILL RESTORE THE CONCRETE
ROADWAY AT S. 3RD FOR THE ABANDONMENT OF
WATER MAINS. ALL EXISTING WATER SERVICES ALONG MAIN
2. WHERE NEW WATER LINE CROSSES AN EXISTING SANITARY SEWER, WATER MAIN
THE EXISTING SPU WATER LINES.
CROSSED AT W/M STA. 5+74 IS BASED ON ASSUMPTIONS FROM UTILITY RECORD
THE EXISTING 8" WATER MAIN
ON THE WEST SIDE OF THE ROAD. THE CONCRETE
AVENUE S. BETWEEN S. 2ND STREET AND S. 3RD STREET WILL
SHALL BE 1.5' MINIMUM ABOVE THE CROWN OF THE SEWER PIPE. IF 1.5'
4. THE PROJECT DEVELOPER SHALL SECURE BY POTHOLING THE EXCAVATION, SIZE,
DRAWINGS IN THE AREA. CONTRACTOR TO POTHOLE AND LOCATE THE EXISTING
RESTORATION WORK RELATED
TO THE ABANDONMENT OF THE 6" WATER LINE ON
BE RECONNECTED TO THE NEW 12" WATER MAIN BY THE CITY OF
VERTICAL CLEARANCE CANNOT BE OBTAINED, A FULL PIPE LENGTH SHALL BE
AND TYPE OF EXISTING UTILITIES CRITICAL TO CONSTRUCTION PRIOR TO FINAL
COMMUNICATION DUCT PRIOR TO WATER MAIN INSTALLATION.
THE EAST SIDE OF THE ROAD
TO BE COMPLETED BY CONTRACTOR UPON
RENTON. THE CITY OF RENTON WILL ABANDON 8" AND 6"
INSTALLED CENTERED OVER THE SEWER CROSSING. THE CITY OF RENTON MAY
ENGINEERING DESIGN. 8.
EXISTING WATER METERS ALONG MAIN AVENUE SOUTH THAT ARE CURRENTLY
CONNECTION OF THE NEW 12"
WATER MAIN TO THE EXISTING 12" WATER MAIN.
WATER MAINS. CONTRACTOR CAN COMMENCE WITH THE
IDENTIFY ADDITIONAL CROSSING REQUIREMENTS, SUCH AS CASING THE WATER
5. CONTRACTOR TO POTHOLE AND LOCATE EXISTING 8" C.I. WATER MAIN PRIOR TO
SERVED BY THE EXISTING 6" AND 8" WATER LINES WILL BE RECONNECTED TO
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A 1.
WHERE NEW WATER LINE CROSSES EXISTING UTILITIES (EXCEPT SANITARY SEWER AS NOTED BELOW),
50' ;
PROVIDE MINIMUM 1' CLEARANCE. IN LOCATIONS WHERE 1' MINIMUM CLEARANCE CANNOT BE OBTAINED,
�
PROVIDE AND INSTALL ETHAFOAM CUSHIONING.
2.
WHERE NEW WATER LINE CROSSES AN EXISTING SANITARY SEWER, WATER MAIN SHALL BE 1.5' MINIMUM
C7
ABOVE THE CROWN OF THE SEWER PIPE. IF 1.5' VERTICAL CLEARANCE CANNOT BE OBTAINED, A FULL
=
PIPE LENGTH SHALL BE INSTALLED CENTERED OVER THE SEWER CROSSING. THE CITY OF RENTON MAY
r
IDENTIFY ADDITIONAL CROSSING REQUIREMENTS, SUCH AS CASING THE WATER MAIN PIPE OR ENCASING
Z
THE EXISTING SEWER MAIN IN CONCRETE.
3.
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m
TRANSMISSION MAIN CROSSES. CATHODIC PROTECTION IS TO BE INSTALLED PER DETAILS PROVIDED BY
N
THE CITY OF RENTON FOUND ON SHEET C5.5. UTILITY CONSENT LETTER NEEDED FROM SPU FOR
D
CROSSING OVER THE EXISTING SPU WATER LINES.
4.
THE PROJECT DEVELOPER SHALL SECURE BY POTHOLING THE EXCAVATION, SIZE, AND TYPE OF EXISTING
CA
UTILITIES CRITICAL TO CONSTRUCTION PRIOR TO FINAL ENGINEERING DESIGN.
5.
CONTRACTOR TO POTHOLE AND LOCATE EXISTING 8" C.I. WATER MAIN PRIOR TO 12" WATER MAIN
C)54"
INSTALLATION. CONTRACTOR TO USE PIPE DEFLECTION OR SHORTER NIPPLE PIECES AS NECESSARY TO
B
CONSTRUCT THE DESIRED TLE -IN.
6.
CONTRACTOR TO REPLACE TRAFFIC INDUCTION LOOPS AS NECESSARY DUE TO WATER MAIN
(n
INSTALLATION.
7.
APPROXIMATE SIZE AND DEPTH OF THE EXISTING COMMUNICATION DUCT THAT IS CROSSED AT W/M STA.
CL
Qz
5+74 IS BASED ON ASSUMPTIONS FROM UTILITY RECORD DRAWINGS IN THE AREA. CONTRACTOR TO
0
POTHOLE AND LOCATE THE EXISTING COMMUNICATION DUCT PRIOR TO WATER MAIN INSTALLATION.
8.
EXISTING WATER METERS ALONG MAIN AVENUE SOUTH THAT ARE CURRENTLY SERVED BY THE EXISTING
:.a,
6" AND 8" WATER LINES WILL BE RECONNECTED TO THE NEW 12" WATER LINE UPON COMPLETION.
9.
THE CITY OF RENTON WATER AND STREET DEPARTMENT CREWS WILL RESTORE THE ROADWAY TRENCH
'co
o
CROSSINGS RELATED TO THE TRANSFER OF THE EXISTING WATER SERVICES TO THE NEW 12" WATER
N
MAIN IN MAIN AVENUE S. CITY CREWS WILL RESTORE THE CONCRETE ROADWAY AT S. 3RD FOR THE
�
L_
ABANDONMENT OF THE EXISTING 8" WATER MAIN ON THE WEST SIDE OF THE ROAD. THE CONCRETE
RESTORATION WORK RELATED TO THE ABANDONMENT OF THE 6" WATER LINE ON THE EAST SIDE OF
THE ROAD TO BE COMPLETED BY CONTRACTOR UPON CONNECTION OF THE NEW 12" WATER MAIN TO
THE EXISTING 12" WATER MAIN
IC
CONSTRUCTION SEQUENCING NOTE
THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND
ACCEPTED PRIOR TO ABANDONING THE EXISTING 8" AND 6"
WATER MAINS. ALL EXISTING WATER SERVICES ALONG MAIN
AVENUE S. BETWEEN S. 2ND STREET AND S. 3RD STREET WILL
BE RECONNECTED TO THE NEW 12" WATER MAIN BY THE CITY OF
RENTON. THE CITY OF RENTON WILL ABANDON 8" AND 6"
WATER MAINS. CONTRACTOR CAN COMMENCE WITH THE
REMAINING UTILITY CONSTRUCTION WITHIN THE RIGHT OF WAY.
ID
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3 _
❑ 0
EXISTING 8" C.I. WATER LINE n °,
- FUTURE STREETLIGHT (TYP)
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AFTER 12" WATER MAIN INSTALLATION
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INSTALLATION
101 L.F. PROVIDE f 75 LF, OF, PIPE JOINT BONDING
26 L.F. 12" CL. 52 D.I. PIPE PER CITY OF RENTON STANDARD
12" CL. 52 D.I. PIPE MIN. 4' OF COVER EXISTING 8" C.I. WATER LINA
MIN. 4' OF COVER DEFLECT PIPE JOINTS
INSTALL SPU TEST 2.5' MAX PER JOINT EXISTING STORM DRAIN LINE,
STATION PER CITY OF AS NEEDED TO AVOID PROTECT IN PLACE
SEATTLE STANDARD OBSTRUCTIONS
PLAN NUMBER 360 AND
SEATTLE PUBLIC PLAN
UTILITIES DETAIL A, SCALE:1 "=20'
SHEET C5.5.
EXISTING STORM AND SANITARY STRUCTURES
N
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50' ;
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CONCRETE BLOCKING WITH MEGALUGS IS TO BE USED FOR THE
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5+76. 11-1/4' VERTICAL BEND LOCATED AT W/M STA. 5+86 TO
BE SHACKLED TO THE CONCRETE ANCHOR FOR THE VERTICAL
BEND LOCATED AT W/M STA. 5+76. PIPE NORTH OF W/M STA.
5+86 TO BE SHACKELED FOR TWO FULL PIPE JOINTS. SHACKLE
RODS AND TIE -BOLTS ARE IN ACCORDANCE WITH CITY OF
RENTON STANDARD 330.5
Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C302
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2-2.5' D.I. NIPPLE (M.J. X M.J.)
12"X12" TEE (M.J. X FL.)
CONCRETE THRUST BLOCKING
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CONTRACTOR NOTE
ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY.
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11 r '� %'�T6+ 11 1 1.08 = v �, ' O1 BEGIN NEW CURB AND GUTTER('6)NEW DRIVEWAY CUT PER
11/��' + I
�- / I N D / CITY OF RENTON STANDARD 104.4
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I I'll• EST LIMITS
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/11425.46' LT
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AND DIAMETER.
,,,,,
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11 ;3
- STA 24 APPROXIMATE ELEVATION
e%//1111 ;,, 4 APPROXIMATE i //. /�/
s
ATE ELEVATION
_ 24 73' LT
AND DIAMETER
EXISTING 6 WATER MAIN
a y.
/ _ ;; ,y STA 24+41.35 4
EXISTING POWER NEW 12" WATER MAIN
o
a, d I a
B ° I 23.45 LT " " "
- - _ _/� 4.22, 2
, : 7 HOT MIX ASPHALT OVER EXISTING 8 EXISTING 12
__ e e ` s STA 24+3 "
' � I ' � 6 CRUSHED ROCK SANITARY SEWER STORM DRAIN
_ _ _ _ 22.25 LT
PER CITY OF RENTON IE 37.89 IE 41.43
/(/
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f
STANDARD 103 APPROXIMATE ELEVATION
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A y. 23.45 LT
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O 24.73' LT
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22.72' LT
2'
It It
NEW BUIDLING
APPROXIMATE ELEVATI
AND DIAMETER
EXISTING POWER
APPROXIMATE ELEVATION i
DIMENSIONS OF EXISTING
COMMUNICATION DUCT
APPROXIMATE ELEVATION
EXISTING 8" WATER MAIN
SCALE : 1:10
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Approved :
Approved :
Approved b:
Approved b:
CITY F R,E TON
Date:
Date:
Date:
Sate:
11/1-1
/`- �'
%r ,r ,>
Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civil\2014\1 401 2-0023- Renton - Heritage-Apt\dwg\ 1 4023-PLN.dwg Layout Name: C400
GRA1,HIC SCALE
20 0 10 20
( IN FEET )
1 inch = 20 ft.
AND UTAMt I K
EXISTING COMMUNICATION
401
NEW E 1 CATCH BASIN
WITH VANED GRAlE
APPROXIMATE ELEVATION
XISTING 8` C.I. WATER MAIN
APPROXIMATE ELEVATION
&STING 8" PVC SANTIARY SEWER
0+00
APPROXIMATELY
A -0 AI r • . • -
SCALE : 1:10
ETAL COVER
0+70
TYPICAL ROADWAY CROSS SECTION AT STORM CONNECTION,
PROFILE
SCALE: VERT: 1 "=5'
HORZ: 1 "=10'
NOTE:
1. NEW CONCRETE SIDEWALK WILL BE SCORED.
2. STREET TREE SPECIES SHALL BE GINKGO BILOBA "PRINCETON
SENTRY; PRINCETON SENTRY GINKGO, PER THE LANDSCAPE PLANS.
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
O
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Plotted: May 29, 2015 — 8:34am ifitzjames 0:\Dci—Civil\2014\14012-0023— Renton —Heritage—Apt\dwg\14023—PLN.dwg Layout Name: C401
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ALLEY SECTION -NO ABUTTING BUILDING
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Plotted: May 29, 2015 — 8:34am ifitzjames 0:\Dci—Civil\2014\1 4012 —0023— Renton — Heritage—Apt\dwg\ 1 4023—PLN.dwg Layout Name: C500
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The intent of this design is to facilitate the removal
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sr
A�Sul�
CEENT CONCRETE CURB STD. PIAN 101.1
PUBLI(_' WORKS,
M
+ A D E R INSTALLATION AT
P A T V, FYI,
"A AA f&d
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ANS
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{SE{SEr NOTE 1,
CEMENT DEPRESSED MONOUTWC
CONCRM CUM & QUTTSR
SIDEWALKT)
(SEE DETAIL THS
TYPE C28 - ISOMETRIC \AEW
(COMMERCIAL, WrrH BUFFER)
NOTES
When a driveway width exceeds 15 f ,,, oonstruct. a hill depti-,
expansion joint w#i 318* JolInt filter siong the drivemy lane lines > #.OX OF G(Ab
(see sid. plan W), Construct expansion )olnts parallel with the �_kf OrPREW",
�7' ON Tl!tl "EFT
centerline as required of. 1,15' maxim span spao,,,�ingwhen dirtveway CON IRACTEON, -.%J'NT
widths exceed 30', RAIN' X12,
2, See std, plan 102 for sidewalk details ,
3, Curt and gutter shown, other wrb designs may be, specded.
See std, plan 101 for curb details.
4, Not tjsed,
5, The engineer *4011 design Wil driveways to llnr.�ude elevalons, at 8111H NI E 0wVEWAY
points marked With symbol "X*, All elevations we at the back of Jr#NTS SN"I W,
mrb *,op on uphM side,
6, Not used,
7 For Driveway Widths see DRIVEWAY STAIN40ARDS
(See NOTE 10). The ex4mnsion joints, (see, std, plan 102) shall be
"oed as shown In the corresponding IsooWuric view,
8, Slopes shall comply with sections PJ03.2,1 or W331,33.21 or ;:ACF OIF AWAICEN11' CUWW
14303.2,11 of the Revue r)raft Giride"finesfbr Acmwible Public xy
y uf'N,ovan1= 23, 2005 (PR.OWAG),
9, Curb returns for any "ry
pew Dt'044wayrnay be ap
a Case -by -c -ase basis. . ...... jGIL11-MR StW-ACE
10, STREET` ST ANDAPDS Rentor, Municipal Collis (RhAQ
Thle IV Development Reg ulab
ons
CHAPTfEA 6' S"Ef;�'AND UTIL)TY STANDARDS
Sodiern 4-6-060 STREt-.TTA NDARD.1i DEPRESSED CURB DETAIL,..
AREJ90ENTIA, OR, COMWERCIAL, OR-WEWAYS, OWND
DRI'VEWAY STA R DS = Rentonmunicipal Code (RMC)
Title IVIDevelopment Regulations Drivwmy Exarniplea TYPE C11 8
C H A Fri E R 4
CITY-WIDE PROPERATY D1PVEL01,M1EN"`l'S'1TANDAAD5
,A4, �X,,,'a
,Sectior, 4-4-080 PARKING, LOADING AND DRP,/FWAY (MAsr,
REGULATIONS 9-60fer(PW".- Strip) 31arK=N'v Dew.,
97D. PLAN 104.2
CEMENT CONCRETE DRIVEWAY
+ +PTR r1l) "u,
ENTRANCES NOTES AND DETAILS
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Plotted: May 29, 2015 — 8:34am ifitzjames 0:\Dci—Civil\2014\1 4012 —0023— Renton — Heritage—Apt\dwg\ 1 4023—PLN.dwg Layout Name: C500
SEE NOTE 2
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The intent of this design is to facilitate the removal
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of the curb,
2, The expansion joints of the
adjacent sidewalk shall
be adjusted to be in
line with these curb
expansion joints.
sr
A�Sul�
CEENT CONCRETE CURB STD. PIAN 101.1
PUBLI(_' WORKS,
M
+ A D E R INSTALLATION AT
P A T V, FYI,
"A AA f&d
CATCH BASINS
ANS
N 'RfF
CFN4 'T CON 7U
;IV /01
{SE{SEr NOTE 1,
CEMENT DEPRESSED MONOUTWC
CONCRM CUM & QUTTSR
SIDEWALKT)
(SEE DETAIL THS
TYPE C28 - ISOMETRIC \AEW
(COMMERCIAL, WrrH BUFFER)
NOTES
When a driveway width exceeds 15 f ,,, oonstruct. a hill depti-,
expansion joint w#i 318* JolInt filter siong the drivemy lane lines > #.OX OF G(Ab
(see sid. plan W), Construct expansion )olnts parallel with the �_kf OrPREW",
�7' ON Tl!tl "EFT
centerline as required of. 1,15' maxim span spao,,,�ingwhen dirtveway CON IRACTEON, -.%J'NT
widths exceed 30', RAIN' X12,
2, See std, plan 102 for sidewalk details ,
3, Curt and gutter shown, other wrb designs may be, specded.
See std, plan 101 for curb details.
4, Not tjsed,
5, The engineer *4011 design Wil driveways to llnr.�ude elevalons, at 8111H NI E 0wVEWAY
points marked With symbol "X*, All elevations we at the back of Jr#NTS SN"I W,
mrb *,op on uphM side,
6, Not used,
7 For Driveway Widths see DRIVEWAY STAIN40ARDS
(See NOTE 10). The ex4mnsion joints, (see, std, plan 102) shall be
"oed as shown In the corresponding IsooWuric view,
8, Slopes shall comply with sections PJ03.2,1 or W331,33.21 or ;:ACF OIF AWAICEN11' CUWW
14303.2,11 of the Revue r)raft Giride"finesfbr Acmwible Public xy
y uf'N,ovan1= 23, 2005 (PR.OWAG),
9, Curb returns for any "ry
pew Dt'044wayrnay be ap
a Case -by -c -ase basis. . ...... jGIL11-MR StW-ACE
10, STREET` ST ANDAPDS Rentor, Municipal Collis (RhAQ
Thle IV Development Reg ulab
ons
CHAPTfEA 6' S"Ef;�'AND UTIL)TY STANDARDS
Sodiern 4-6-060 STREt-.TTA NDARD.1i DEPRESSED CURB DETAIL,..
AREJ90ENTIA, OR, COMWERCIAL, OR-WEWAYS, OWND
DRI'VEWAY STA R DS = Rentonmunicipal Code (RMC)
Title IVIDevelopment Regulations Drivwmy Exarniplea TYPE C11 8
C H A Fri E R 4
CITY-WIDE PROPERATY D1PVEL01,M1EN"`l'S'1TANDAAD5
,A4, �X,,,'a
,Sectior, 4-4-080 PARKING, LOADING AND DRP,/FWAY (MAsr,
REGULATIONS 9-60fer(PW".- Strip) 31arK=N'v Dew.,
97D. PLAN 104.2
CEMENT CONCRETE DRIVEWAY
+ +PTR r1l) "u,
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+
CEMENT CONCRETE DRIVEWAY
)�U�` j WJCIRK
+
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j�� ,,/� �;;/�' ,SEE r11wTA1;, S'Cs r=''_AN €04 z;,
TYPE ISOMETRIC V,,EW
!y¢,:y4 OR WrT' OU€ F3€.tl~.._.R SH£,>,r,{N =ifrl.H t31.sI"FERs
For NOTES see STC) PLAN 104
STI}, PLAN - 104.5
CEMENT CONCRETE DRIVEWAY
r F ,r
ENTRANCES
VARIOUS ISOMETRIC VIEWS711 _JF
DGregg Zirnmerfrian, Pubilic. arks Adm;nis" atof
V
IF
IG
FRAME AND VANED GRATE
SEE NOTE 4
NOTES
1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL_ GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUI T^ER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ES"T-ABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
Tl IE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7 05.3.
`2. SHIMS SHAL.I... NOT HE USED TO SET FRAME TO GRADE.THE USE OF SHIMS IS PROHIBITFDr
3. A GONT-INt.IOUS I-AYEF: OF MORTAR31 BF PI.AC FD f311TWEI-N A1.-).)I,)5'FMF.::NT RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARF- STAGGERED TO CREATE A RUNNING BOND OR !? BOND.
_ . I MEN T .�f, I ION WI tI f h)N . IF�IJ< U (
1 I) A).1J,TMLI) Ii�iEf30f CMAdL1 I IF_ A), 1,�
(i. GROUT ING BE I -WEEN ADAJS I MEN't SEG-1ION SHAI..I_ BE WA I L,. --R I IGI { I
t.
�. C:,F.(.)t.l f I._, 1'0 1:3E NON,,FIRINK I Yf"'I_ ('sR(.)U T MEETING INC, I HLFtf._(�UIFZE::MF.:I�! I S ()f A..;I M1..y/ PER Af'WA STANDARD ,..�f E..t,IF-IC,A (IC)t�J 9-20.3 FOR
MAXIMUM PFRCFNT DRY S',HRINKAC3F. THIF MININ.il_IM ('0Mf'RF`3SIVF STRFNGTI I <;I1AI_I RF 4,000 PSI AT 7 DAY PFR APPA STANDARD
"f'E_t II IGA I -ION 9 20,3
8 Pl(r;l< / I IFTINO HOL_F.S ARF I O I3FF- CiROI MTI) WATFR -FIGHT.
CATCH BASIN INSTALLATION
Plotted: May 29, 2015 - 8:34am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C501
<. \.
FRAME AND VANED GRATE
F; J 6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
l
SFF�0�
-
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR
PLAIN CONCRETE
ALL METAL PIPE 1G'"
CPSSP*
(STD. SPEC 9-05 20: 1
SOLID WALL PVC r„
(STD. SPEC 9-05.12(1})
PROF LE WALL PVC
(STD. SPEC 9-0512(2)11 15"
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
6)
NOTES
11AX MUM
DISTANCE
BASIN
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204 00;
CLEAN SURFACE AND BOTTOM AREA.
Xi
HANDHOLD
PROVIDE UNIFORM CONTACT,
As acceptable alternatives to the rebar shown in the PRECAST BASE
SIZE
;FF Ar' �TF
THE SURFACE AREA OF THE BASE SECTION MUST
4„
SECTION. fibers (placed according to the Standard Specifications). or
BE GROUTED TO THE BOTTOM AREA OF THE
N! Q ? I
RECTANGULAR ADJUSTMENT SECTION
ADJUSTMENT SECTION.
i ADJUSTMENT SECTION
SEE NOTE 4
NOTES
1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL_ GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUI T^ER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ES"T-ABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
Tl IE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7 05.3.
`2. SHIMS SHAL.I... NOT HE USED TO SET FRAME TO GRADE.THE USE OF SHIMS IS PROHIBITFDr
3. A GONT-INt.IOUS I-AYEF: OF MORTAR31 BF PI.AC FD f311TWEI-N A1.-).)I,)5'FMF.::NT RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARF- STAGGERED TO CREATE A RUNNING BOND OR !? BOND.
_ . I MEN T .�f, I ION WI tI f h)N . IF�IJ< U (
1 I) A).1J,TMLI) Ii�iEf30f CMAdL1 I IF_ A), 1,�
(i. GROUT ING BE I -WEEN ADAJS I MEN't SEG-1ION SHAI..I_ BE WA I L,. --R I IGI { I
t.
�. C:,F.(.)t.l f I._, 1'0 1:3E NON,,FIRINK I Yf"'I_ ('sR(.)U T MEETING INC, I HLFtf._(�UIFZE::MF.:I�! I S ()f A..;I M1..y/ PER Af'WA STANDARD ,..�f E..t,IF-IC,A (IC)t�J 9-20.3 FOR
MAXIMUM PFRCFNT DRY S',HRINKAC3F. THIF MININ.il_IM ('0Mf'RF`3SIVF STRFNGTI I <;I1AI_I RF 4,000 PSI AT 7 DAY PFR APPA STANDARD
"f'E_t II IGA I -ION 9 20,3
8 Pl(r;l< / I IFTINO HOL_F.S ARF I O I3FF- CiROI MTI) WATFR -FIGHT.
CATCH BASIN INSTALLATION
Plotted: May 29, 2015 - 8:34am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C501
<. \.
FRAME AND VANED GRATE
F; J 6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
l
SFF�0�
-
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR
PLAIN CONCRETE
ALL METAL PIPE 1G'"
CPSSP*
(STD. SPEC 9-05 20: 1
SOLID WALL PVC r„
(STD. SPEC 9-05.12(1})
PROF LE WALL PVC
(STD. SPEC 9-0512(2)11 15"
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
#3 BAR EACH CORNER
18" MIN.
i
•
I
#3 BAR HOOP J
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y C STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
♦ =`ems ♦ DEPARTMENT
MARCH H ` 008
r-------------
-
TOP NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that ars vertically aligned with t
he grate or cover slots. Tap each hol== to accept
2a 1/a a 5/8" - 11 NC x 2" alien head cap sc w.
Location of bolt down holes varies arT ^g different
manufacturers.
- - - - ---- ----- --- ----
3 Refer to Standard Specification 9-05. �2) for additional
requirements.
SECTION �A`?
RECESSED ALLEN
HEAD CAP SCREW
7r8" 118" 5/8" - 11 NC x 2
`r
/ A, 314
/ T GRATE -
ISOMETRIC VIEW
,171
FRAME
ITS
- - 2 112"
SECTION
DETAIL B BOLT -DOWN DETAIL
SEF NOTE:;
Pt HLJC WORKS RECTANGULAR FRAME STD• PLAN - 204.00
♦ 1
o,� DEPARTMENT
�
N iAR("li 2008
6)
NOTES
11AX MUM
DISTANCE
BASIN
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204 00;
z
Xi
HANDHOLD
1.
As acceptable alternatives to the rebar shown in the PRECAST BASE
SIZE
;FF Ar' �TF
48"
4„
SECTION. fibers (placed according to the Standard Specifications). or
36' r
N! Q ? I
RECTANGULAR ADJUSTMENT SECTION
wire mesh having a minimum area of 0.12 square inches per foot shall
_ y
OR CIRCULAR ADJUSTMENT SECT ON
the pipe is installed, fill the gap with joint mortar in accordance with Standard
be used with the minimum required rebar shown in the ALTERNATIVE
GROUT TYPICAL (SEE NOTE 5)
60"
5
PRECAST BASE SECTION. Wire mesh shall not be placed in the
#3 BAR EACH CORNER
-
r AT C
SLAB T P
a
knockouts.
60" � i Z;.3
84„
Zl
12"
72„
z!
2.
The knockout diameter shall not be9 reater than 20". Knockouts shall
84' - I
o
72' OR tic;'
STD. PLAN - 201.00
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
- -
?
W
minimum a between the knockout wall and the outside of the pipe.
gap p P
MORTAR (T'(F'.)
' -
After the pipe is installed. fill the gap with joint mortar in accordance
#3 BAR EACH SIDE
T j 1
with Standard Specification 9-04 3.
�
N
A� r_
3.
The maximum depth from the finished grade to tie lowest pipe invert
/
shall be 5'.
r
f ~ o
x o
#3 BAR EACH WAY --�""
4.
The frame and grate must be installed with the fl,,nge down.
T'YP
PRECAST BASE SECTION
5.
The Precast Base Section may have a rounded floor, and the walls may
PIPE ZONE fsEDD
be sloped at a rate of 1:24 or steeper.
6.
The opening shall be measured at the top of th£_ precast base section.
7.
All pickup holes shall be grouted full after the bz in has been placed.
":l" RING
='
8.
All grade rings and castings shall be set in mort - in accordance with
--<"
Standard Specification 9-04.3.
#3 BAR EACH CORNER
18" MIN.
i
•
I
#3 BAR HOOP J
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y C STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
♦ =`ems ♦ DEPARTMENT
MARCH H ` 008
r-------------
-
TOP NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that ars vertically aligned with t
he grate or cover slots. Tap each hol== to accept
2a 1/a a 5/8" - 11 NC x 2" alien head cap sc w.
Location of bolt down holes varies arT ^g different
manufacturers.
- - - - ---- ----- --- ----
3 Refer to Standard Specification 9-05. �2) for additional
requirements.
SECTION �A`?
RECESSED ALLEN
HEAD CAP SCREW
7r8" 118" 5/8" - 11 NC x 2
`r
/ A, 314
/ T GRATE -
ISOMETRIC VIEW
,171
FRAME
ITS
- - 2 112"
SECTION
DETAIL B BOLT -DOWN DETAIL
SEF NOTE:;
Pt HLJC WORKS RECTANGULAR FRAME STD• PLAN - 204.00
♦ 1
o,� DEPARTMENT
�
N iAR("li 2008
SEPARATE BASE CATCH BASIN DIMENSIONS
PRECAST MINIMUM
CATCH
WALL
BASE
11AX MUM
DISTANCE
BASIN
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204 00;
z
Xi
HANDHOLD
3. The rectangular frame and grate must be installed with the flange down.
48" 24"
SIZE
;FF Ar' �TF
48"
4„
6
36' r
N! Q ? I
RECTANGULAR ADJUSTMENT SECTION
a 1.5" minimum gap between the knockout wall and the outside of the pipe. A' -�r
_ y
OR CIRCULAR ADJUSTMENT SECT ON
the pipe is installed, fill the gap with joint mortar in accordance with Standard
�
GROUT TYPICAL (SEE NOTE 5)
60"
5
8"
z
ZI
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SLAB T P
a
Z
60" � i Z;.3
84„
Zl
12"
72„
Qi
8
; 12"
84' - I
o
72' OR tic;'
STD. PLAN - 201.00
Pt BLIC WORK� CATCH BASIN TYPE Z
- -
♦ . DEPARTMENT
W
o .
MORTAR (T'(F'.)
Z
N
W
�
N
4 o
a
r
f ~ o
x o
MORTAR FILLET
- r z
T'YP
^J
�RAN;rL RA,.:KFILL Ft)F
PIPE ZONE fsEDD
SEPARATE BASE INTEGRAL BASE
CAST -IN-PLACE PRECAST WITH RISER
":l" RING
>kA\ FL BA(:KFlt.i. FCIP
$m PIP,- ZONE BEDDING
SEPARATE BASE CATCH BASIN DIMENSIONS
PRECAST MINIMUM
CATCH
WALL
BASE
11AX MUM
DISTANCE
BASIN
THICKNESS
THICKNESS
KNOCKOUT f. -
3E I KEEN
DIAMETER
3. The rectangular frame and grate must be installed with the flange down.
48" 24"
SIZE
;FF Ar' �TF
48"
4„
6
36' r
54°
5"81,42"
a 1.5" minimum gap between the knockout wall and the outside of the pipe. A' -�r
'
5.1
the pipe is installed, fill the gap with joint mortar in accordance with Standard
�
M
60"
5
8"
48
- 72"
�--
81,
60" � i Z;.3
84„
8"
12"
72„
96"
8
; 12"
84' - I
NOTES
PIPE
ALLOWANCES
1. No steps are required when height is 4' or less.
(ATCH P PE MATFRIA::.A!7il
11 r.1 '.1I. !
2 The bottom of the precast catch basin may be sloped to facilitate cleaning.
BASIN
D AMETEK CONCRETE
�,1FTA ,P` I ,
3. The rectangular frame and grate must be installed with the flange down.
48" 24"
30 �a
The frame may be cast into the adjustment section.
54., 30,,
f .
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provi
60 36
42'
a 1.5" minimum gap between the knockout wall and the outside of the pipe. A' -�r
72" 42"
5.1
the pipe is installed, fill the gap with joint mortar in accordance with Standard
�
M
Specification 9-04.3-
84° 54'
sc'
5
96" 60"
12,
5All grade rings, risers, and castings shall be set in mortar in accordance with
WM
o39
a
Standard Specification 9-04.3.
t ('orrugated Poiyett,vlere
�2 (Std. Spec. 9-05 12� 1��
2
p < ._
Stora Sewer Fii:E, :� i -p-
W
`- (Std. Spec. 9-05 12,
Se
v'
Y ^
�
STD. PLAN - 201.00
Pt BLIC WORK� CATCH BASIN TYPE Z
♦ . DEPARTMENT
W
Z
24"
4 7 OR 8 EQUAL SPACES
z
DIRECTION OF FLOW
7�.
SECTION A
f.
BOLT -DOWN SLOT DETAIL
SEE NOTE ,
NOTES
Provide two slots in the grate that are vertically aligned
with the holes in the frame. Location of bolt -down slog
varies among different manufacturers.
ISOMETRIC 2 Refer to Standard Specification 9-05.15(211 for additionA
requirements.
3 Unless Otherwise specified, vaned grates shall be used with St,in( art: tr;w,,2
in the travel way, gutter or shoulder. vaned grates shall r1c t hf II , 1!f,,
within crossroads. Use vaned grates along rolled curbs
'ty
STD
PUBLIC �,�ORK< RECTANGULAR .PLAN - 204.20
♦ . ; ♦ DEPARTMENT VANED GRATE
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R-382113
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
e
(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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R-382113
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
e
(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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FOR
SHEET nom:
STANDARD
DETAILS
SHEET N0.
C 5.1
SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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26 112" DIA
r [673mml --�
25 114" DIA
i• -
[641mm) 1 1,"16"
-- [27ntm]
/1r4" (6mnt) DIA
NEOPRENE GASKET
.i
6"
[152mmJ
23 318" DIA CL OPEN
(16mm] s- .. [594mmJ
27 5;16" DIA
[694mm]
:41!8" DIA _
(867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
518"-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4"
(6mm) 11A6"
[27mmJ
[3mmJ
(R3rnm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
�ZY _ STD. PLAN - 204.50
PLI'BLIC WORKS STORM ROUND FRAME AND COVER
` I.)EPARTMENT
MARCH 2008
Z
PROPERTY LINE
. 48" IAM.
24" DIAMD
1%2" [13mwj LETTERING
0
' FUTURE
_
T`- ;,'
--- BOLTHOLES - 3 PLCS EOUALLY SPACED 120'
% APART ON 23 1:16" t586mm) DIA B.C.
1211.... _ .. I ill
----------
--- --1"
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
— d
I"MIN.
w
Z �2"x
�6"X6"X6"
TEE WITH 6" SIDE OUTLET
4" STUD MARKING POST PAINTED
-' WYE WHITE WITH THE WORD "SEWER" STENCILED
84" or 96" FLAT SLAB TOP j
>-SURFACE CLEANOUT WITH
IN 3" HIGH BLACK LETTERS AND #6 WIRE
HOUSEf
HOUSE of o
ft�CAST IRON RING &COVER
UJ WRAPPED AROUND THE STUD AND
0 0
a_ o_
a_ (EAST JORDAN IRON WORKS
0 EXTENDED TO THE TOP OF THE STUD.
-�
2975 OR APPROVED EQUAL,
2
� SPECIFY "SEWER" ON LID,
#5 BARS Ca? 6" SPACING
SEE STD. PLAN 403.1 FORINSTALLATION)
6" SIDE SEWER AND BUILDING SEWER
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
RENTON
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
l k
LINES ARE AS FOLLOWS:
f
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
Q07-3' MIN.
A NEW TEE USING FLEXIBLE COUPLINGS
24" DIAM., 48" DIAM. .J -'
(FERNCO OR APPROVED EQUAL).
AHEAD OF THE CURVE
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
i - FOR ACCESS AND STEPS
r
A NEW TEE USING FLEXIBLE COUPLINGS
t
'
2 1f2" MAX.
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
T / T.
T -JI P 1
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
24" MIN.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
—
(1) 1" (25mrn)
�\ - i#4 BARS @ 6" SPACING
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
i`
DIA PICKHOLE
X
STRUCTURE SHALL BE CORE -DRILLED.
y
60" ALLOWABLE MAX.
z w
FOR CAST IRON PIPE
_- 1 V4" [32ntm]
LETTERING
24" DIAM. HOLE _.
owner rnust sign a City of Renton grade release form and then
PLAN VIEW
can install 6'• pipe at a grade of 1%.
t— _48 MIN
DIA.
4. For inspection of side sewer, call 24 hours in advance. The
2 1/2" MAX ECCENTRIC CONE SECTION
inspection phone number is on the side sewer permit. Site
-+2 ..:
[635mmi
1"
B
inspector arrives at appointed time. Side sewer and stub shall
- [25mm]
/ y 34"
house. Do not backfill the ditch until approval is given by the
3�4"
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sone.
[19mm]
h
.p:
_ f
/
ii -'
j
✓
,ONE #3 BAR HOOP
6. If side sewer stub is not available. The owner shall be
_____-....... ,.
4_...._ [222mirr]
[64rrm]
work within street right-of-way shall be done by a licensed and
CIRCULAR ADJUSTMENT SECTION
TYP
oQZ mac) Mr --0M � _o Cx' 5 �?m OX
� a v -0 G) rn m � m N ,- m z p 00 -u
m
1.0 As an acceptable alternative to rebar, wire mesh having a
z a p m rn o X Z A m A m
COVER SECTION VIEW
M rn
I C
ID
IE
IF
IG
26 112" DIA
r [673mml --�
25 114" DIA
i• -
[641mm) 1 1,"16"
-- [27ntm]
/1r4" (6mnt) DIA
NEOPRENE GASKET
.i
6"
[152mmJ
23 318" DIA CL OPEN
(16mm] s- .. [594mmJ
27 5;16" DIA
[694mm]
:41!8" DIA _
(867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
518"-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4"
(6mm) 11A6"
[27mmJ
[3mmJ
(R3rnm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
�ZY _ STD. PLAN - 204.50
PLI'BLIC WORKS STORM ROUND FRAME AND COVER
` I.)EPARTMENT
MARCH 2008
Z
PROPERTY LINE
. 48" IAM.
24" DIAMD
3'-0-
0
' FUTURE
6" BUILDING SEWER PIPE 1
BUILDING SEWER
1211.... _ .. I ill
----------
--- --1"
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
— d
I"MIN.
w
Z �2"x
�6"X6"X6"
TEE WITH 6" SIDE OUTLET
4" STUD MARKING POST PAINTED
-' WYE WHITE WITH THE WORD "SEWER" STENCILED
84" or 96" FLAT SLAB TOP j
>-SURFACE CLEANOUT WITH
IN 3" HIGH BLACK LETTERS AND #6 WIRE
HOUSEf
HOUSE of o
ft�CAST IRON RING &COVER
UJ WRAPPED AROUND THE STUD AND
0 0
a_ o_
a_ (EAST JORDAN IRON WORKS
0 EXTENDED TO THE TOP OF THE STUD.
-�
2975 OR APPROVED EQUAL,
2
� SPECIFY "SEWER" ON LID,
#5 BARS Ca? 6" SPACING
SEE STD. PLAN 403.1 FORINSTALLATION)
6" SIDE SEWER AND BUILDING SEWER
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
l k
LINES ARE AS FOLLOWS:
f
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
Q07-3' MIN.
A NEW TEE USING FLEXIBLE COUPLINGS
24" DIAM., 48" DIAM. .J -'
(FERNCO OR APPROVED EQUAL).
OR 54" DIAM. HOLE
2" (TYP h� - TYPICAL ORIENTATION
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
i - FOR ACCESS AND STEPS
r
A NEW TEE USING FLEXIBLE COUPLINGS
c �... t ............. 1" MIN-
(FERNCO OR APPROVED EQUAL).
2 1f2" MAX.
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
72" FLAT SLAB TOP
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
24" MIN.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
PUBLIC SEWER � SYSTEM, A BACKFLOW PREVENTION
APPROVED EQUAL)
�\ - i#4 BARS @ 6" SPACING
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
INSTALLED,
AT MANUFACTURED KNOCK -OUTS OR THE
X
STRUCTURE SHALL BE CORE -DRILLED.
cc
60" ALLOWABLE MAX.
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FOR CAST IRON PIPE
20" x 24" OR ...f
OR DUCTILE IRON PIPE. �(
1:3:5 MIX tx�
CONCRETE
BLOCKING
6" SIDE OUTLET TEE
i SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
G
TI IV1\ILVIV IhL
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER• P - 406•
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
Plotted: May 29, 2015 - 8:34om ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C502
3
4
is
#6 BARS @ 7" SPACING r I�
12" (TYP.)
I-
x
20" x 24",
<
. 48" IAM.
24" DIAMD
BY MEANS OF A WYE AND 45' BEND. TWO
OR 54" DIAM. HOLE
45' BENDS SHALL NOT BE ACCEPTABLE,
2" (TYP.) :...
,.
1211.... _ .. I ill
----------
--- --1"
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
M
I"MIN.
_=
1 112" MAX.
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84" or 96" FLAT SLAB TOP j
�12•_
HOUSEf
HOUSE of o
PREFABRICATED LADDER
0 0
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Ck:
a_
-�
3 -0" MIN.
2
i
#5 BARS Ca? 6" SPACING
4" SEWER PIPE I
SURFACE CLEANOUT CE
6"x6" WYE
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
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12" tit N
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(TYPICAL)PROPERTY PROPERTY LINE
Q07-3' MIN.
— 6"x 4" REDUCER
24" DIAM., 48" DIAM. .J -'
(TYPICAL) ? I
OR 54" DIAM. HOLE
2" (TYP h� - TYPICAL ORIENTATION
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- - _
i - FOR ACCESS AND STEPS
r
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c �... t ............. 1" MIN-
STEP
2 1f2" MAX.
permit must be purchased from the City of Renton Public Works
72" FLAT SLAB TOP
Department.
24" MIN.
PUBLIC SEWER � SYSTEM, A BACKFLOW PREVENTION
2. Types of pipe and fittings that can be used for sanitary sewers
�\ - i#4 BARS @ 6" SPACING
shall be approved by the Department of Public Works. Rubber or
INSTALLED,
neoprene gaskets as specified by the manufacturer, shall be
X
used on joints.
cc
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3. A minimum grade of 2% (1/4" per foot) must be maintained
20" x 24" OR ...f
with 4" pipe. In the event a 2% grade cannot be maintained, the
24" DIAM. HOLE _.
owner rnust sign a City of Renton grade release form and then
(- 2" (TYP.)
can install 6'• pipe at a grade of 1%.
t— _48 MIN
1 1" MIN.
4. For inspection of side sewer, call 24 hours in advance. The
2 1/2" MAX ECCENTRIC CONE SECTION
inspection phone number is on the side sewer permit. Site
48", 54", or 60" FLAT SLAB TOP
must be ready for inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
/ y 34"
house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sone.
` 6" OR 12" -
h
.p:
_ f
/
ii -'
at the house if outlet is shallow.
✓
,ONE #3 BAR HOOP
6. If side sewer stub is not available. The owner shall be
4,.
ONE #3 BAR HOOP FOR 6"
responsible for its installation per standard drawing 406.1. All
TWO #3 BAR HOOPS FOR 12"
work within street right-of-way shall be done by a licensed and
CIRCULAR ADJUSTMENT SECTION
RECTANGULAR ADJUSTMENT SECTION
oQZ mac) Mr --0M � _o Cx' 5 �?m OX
� a v -0 G) rn m � m N ,- m z p 00 -u
m
1.0 As an acceptable alternative to rebar, wire mesh having a
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minimum area of 0.12 square inches per foot may be used
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for adjustment sections.
r
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8. All trench restoration for side sewers in the p is right-of-way
rn A. r _ z Z m Z o C) m -+
shall conform to the most current trench res; ution
I`rt I rn m ,�',� m c�
A rn D
I
�' PLAN - 204.60
T'tj'BLIC WORKS
MISCELLANEOUS DETAILS FOR
9. All building sewer and side sewers shall have t ,ding in
DEPARTMENT
0��Vto
DRAINAGE STRUCTURES
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M:: I" I 2008
5
-t— 12 Y4"
14"
CAST IRON RING
6
,--RECESSED
LIFT POCKET
%" - 11 N.C. SOCKET HD 2" A. C. 2'— 0
X SCREW 1 Y4" LONG
(BRONZE OR S.S.) j
Y2" x 2" RAISED PADS
CONCRETE
LASS 3000
i
P
I
Y8.,
I
45' (1/8) BEND
1 �n
2"
2"
G
I) BEND
PIPE MATERIAi_ AS
BY THE ENGINEER:
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
SMPUBLIC WORKS 8 OR 6 INCH CLEAN-OUT PLAN - 403.1
` DEPARTMENT FOR SANITARY SEWER MAINS
0 SEPTEMBER 2'011
A!.L 90' TURNS SHALL BE ACCOMPLISHED
UJ
BY MEANS OF A WYE AND 45' BEND. TWO
�
45' BENDS SHALL NOT BE ACCEPTABLE,
4" BEND AS REQUIRED (NO MORE
!V
THAN 45° BEND). EVERY 2ND 4" CLEANOUT WYE WITH
O
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
M
WILL REQUIRE A SURFACE
---
CLEANOUT WYE. I (
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4" SEWER PIPE I
SURFACE CLEANOUT CE
6"x6" WYE
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
N
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
LINE G
(TYPICAL)PROPERTY PROPERTY LINE
Q07-3' MIN.
— 6"x 4" REDUCER
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NOTES:
;
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1. Prior to installation of a sanitary sewer connection, a side -sewer
Z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
permit must be purchased from the City of Renton Public Works
X < FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
Department.
a o OF THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER � SYSTEM, A BACKFLOW PREVENTION
2. Types of pipe and fittings that can be used for sanitary sewers
o Z DEVICE SUCH AS CLEAN CHECK EXTENDABLE
! BACKWATER VALVE OR APPROVED EQUAL SHALL BE
shall be approved by the Department of Public Works. Rubber or
INSTALLED,
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used on joints.
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
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3. A minimum grade of 2% (1/4" per foot) must be maintained
SURFACE CLEANOUT
with 4" pipe. In the event a 2% grade cannot be maintained, the
M 4"x 4"x4" WYE
owner rnust sign a City of Renton grade release form and then
can install 6'• pipe at a grade of 1%.
4" PIPING
PLAN
4. For inspection of side sewer, call 24 hours in advance. The
BUILDING DRAIN FOR
inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE
must be ready for inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
MAIN TO PROPERTY LINE 5'-0" 5'-0"
house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sone.
TO S-0"
3'-0"MIN.
v. Install side sewer with 2' minimum cover. 18" cover is allowed
-
_lHI
at the house if outlet is shallow.
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6. If side sewer stub is not available. The owner shall be
^
m 1 U) � � IIID �
responsible for its installation per standard drawing 406.1. All
rn= cn m: g co X Z Q x� rn at rn-P -
rn m c rn Cf)z m x_ D x_ x rn
work within street right-of-way shall be done by a licensed and
Z o rn Z �_ rn o D f't O a' Z r't ;' -° x Z m O
Orn
bonded contractor.
oQZ mac) Mr --0M � _o Cx' 5 �?m OX
� a v -0 G) rn m � m N ,- m z p 00 -u
m
7. All work shall be accomplished in accordance Ji the Washington
z a p m rn o X Z A m A m
Industrial Safety and Health Act. (WISHA)
M rn
rnI I� o p 0 cn c o p -u
8. All trench restoration for side sewers in the p is right-of-way
rn A. r _ z Z m Z o C) m -+
shall conform to the most current trench res; ution
I`rt I rn m ,�',� m c�
A rn D
requirements as in the Renton Standard Drawi: ,s.
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9. All building sewer and side sewers shall have t ,ding in
rn> =
accordance with standard drawing 405.
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sanitary side sewers and water services and , minimum 5 foot
horizontal separation between sanitary side ss aers and all other
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CALL FOR LOCATIONS BEFORE YOU AG
48HR LOCATORS 1-800-424-5555
TYPICAL BUILDING
SEWER
STD• PLAN -406.2
• 'k�' + PUBLIC WORKS
FROM PROPERTY LINE TO
DEPARTMENT
BUILDING CONNECTION
SEPTEMBER 2012
5
-t— 12 Y4"
14"
CAST IRON RING
6
,--RECESSED
LIFT POCKET
%" - 11 N.C. SOCKET HD 2" A. C. 2'— 0
X SCREW 1 Y4" LONG
(BRONZE OR S.S.) j
Y2" x 2" RAISED PADS
CONCRETE
LASS 3000
i
P
I
Y8.,
I
45' (1/8) BEND
1 �n
2"
2"
G
I) BEND
PIPE MATERIAi_ AS
BY THE ENGINEER:
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
SMPUBLIC WORKS 8 OR 6 INCH CLEAN-OUT PLAN - 403.1
` DEPARTMENT FOR SANITARY SEWER MAINS
0 SEPTEMBER 2'011
7
R-382114
UNDERGROUND SERVICE ALERT
ONE—CALL NUMBER
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(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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"PAVVING W11 L., 9'F'.' REQUIPE['! R',' THIF 1il"11,JTY 1EN 'G I N E E RING: 7F.P E0,P
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CONTACT PAJ HWANG, SPU AT
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IN DETAIL.
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ANODE
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NOTE: NP, SEE DETAIL THIS SHEET
1. TWO BOND WIRE ASSEMBLES REQUIRED AT EACH 16" PIPE JOINT
AND ONE ASSEMBLY ON SMALLER PIPE JOINTS.
2. PUSH—ON JOINT SHOWN. BOND SIMILAR FOR FLANGED JOINT.
PUSH—ON AND FLANGED
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2 AWG INSULATED
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OTHERS NOT SHOWN TYP, SEE DETAIL
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NOTE:
SEE SPECIFICATIONS FOR NUMBER OF BOND WIRES
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FLEXIBLE JOINT B
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SEATTLE PUBLIC UTILITIES
WIRE SIZE VARIES, TWO ZINC REFERENCE CELL EXISTING 66" SPU TRANSMISSION MAIN
WIRES READ F0'2 TEST
#2 AWG STRANDED WIRE CONNECTION, NSTA INSTALLATIONSP. ONLY 2—�6 AWG, BLACK
COPPER WIRE WITH SEE DETAIL THIS SHEET
THHN INSULATION TEST STATION WIRE
(EXISTING SPU PIPE) THERMITE WELD CONNECTION
ONE PIPE I 2 - 66" WATER
DIA MINIMUM,SEE NOTE 1 2 - 12" WATER
2'-0" MAXIMUM �T�
100 THERMITE WELD
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NP >400,0�
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Date: C/22 i IS"
Date.
Date:
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FILE OR GRIND
WELD AREA TO
BRIGHT METAL
THERMITE WELD
WIRE CONNECTION
STEEL OR DUCTILE
IRON PIPELINE
NOTES:
1. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF
#10 AWG AND SMALLER WIRE.
2. USE COPPER SLEEVE ON #2 AWG JOINT BONDING WIRES.
3. WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO
WIRE SIZE AND PIPE MATERIAL, CONSULT WELDER
MANUFACTURER FOR RECOMMENDED WELDER AND CARTRIDGE.
4. COAT WELD AREA AND FILL RECESS ON THERMITE WELD
CAP WITH COLD APPLIED COAL TAR MASTIC AND APPLY
CAP TO WELD.
WIRE CONNECTION FOR STEEL
AND DUCTILE IRO�,-I_PIPE
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TEST STATION WIRE
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ANODE
1-1/2* 0 CONDUIT
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AT SPRINGLINE OF
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SPLICE WITH SAME
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4.
LABEL ALL WIRES WITH PERMANENT LABELS IN SPU
TEST STATION.
5.
CONTACT PAJ HWANG, SPU AT
206-386-4198 MINIMUM
48 HOURS PRIOR TO CORROSION
CO0
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Lockable hasp that accepts upto.20O^(7.112mm) diameter shank
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to ensure weather protection for a standard receptacle, The cover shall mount on indoor or outdoor junction boxes and
shall include a weatherproof cover/base assembly, a gasket, two universal inserts and mounting hardware. The outlet
cover shall meet ULrequirements for wet locations. The weatherproof cover shall be designed to meet requirements of
2008 NEC Article 406.8(B)(1) and shall be UL Type 3R rated. The weatherproof cover shall be constructed entirely of cast
aluminum material. The cover shall meet agency requirements for cold impact at -60T (-51'C). The cover shall
provide useable inside depth of3>6^ The weatherproof cover shall be|ntermatiomodel
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Specification
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standard receptacle. The cover shall mount on indoor or outdoor junction boxes and shall include a weatherproof
cover/base assembly,egaoh*t. two universal inoartm, and mounting hardware. The inserts must provide flexibility for
mounting at any angle including QO'. 180'. or 270'. The outlet cover shall meet UL requirements for wet locations. The
weatherproof cover shall be designed to meet requirements of 2008 NEC Article 408.8(B)(1) and aheU be UL Type 3R
rated. The weatherproof cover and base ahe|| be constructed entirely of cast aluminum material. The cover shall meet
agency requirements for cold impact at -80T (-51"C). The cover shall provide useable inside depth of |4^ The
weatherproof cover shall be |ntermatic model _ (VVP1030»WC).
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Ratings
Cover: Gray die cast metal
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to ensure weather protection for a standard receptacle, The cover shall mount on indoor or outdoor junction boxes and
shall include a weatherproof cover/base assembly, a gasket, two universal inserts and mounting hardware. The outlet
cover shall meet ULrequirements for wet locations. The weatherproof cover shall be designed to meet requirements of
2008 NEC Article 406.8(B)(1) and shall be UL Type 3R rated. The weatherproof cover shall be constructed entirely of cast
aluminum material. The cover shall meet agency requirements for cold impact at -60T (-51'C). The cover shall
provide useable inside depth of3>6^ The weatherproof cover shall be|ntermatiomodel
________________
(WP101OMC)0NP101OHMC>.
Specification
The weatherproof cover shall be designed to mount on atvvo gang junction box to ensure weather protection for a
standard receptacle. The cover shall mount on indoor or outdoor junction boxes and shall include a weatherproof
cover/base assembly,egaoh*t. two universal inoartm, and mounting hardware. The inserts must provide flexibility for
mounting at any angle including QO'. 180'. or 270'. The outlet cover shall meet UL requirements for wet locations. The
weatherproof cover shall be designed to meet requirements of 2008 NEC Article 408.8(B)(1) and aheU be UL Type 3R
rated. The weatherproof cover and base ahe|| be constructed entirely of cast aluminum material. The cover shall meet
agency requirements for cold impact at -80T (-51"C). The cover shall provide useable inside depth of |4^ The
weatherproof cover shall be |ntermatic model _ (VVP1030»WC).
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