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ROAD
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UTILITY IMPROVEMENTS
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RECORD DRAWING STATEMENT
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WHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO
THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING
FIELD COND177ONS AS OF J119/2019. THE HORIZONTAL POS177ON OF
U77LITY S7RUCTURES AND PIPES INDICA7FD ON THESE PLANS ARE
774E C0NS7RUC7ED LOCA 77ONS WHERE FIELD MEASUREMENTS WERE
PROVIDED BY 774E SURVEYOR OF RECORD (AXIS SURVEY AND
MAPPING) THE DESIGN INFO HAS BEEN CROSSED OUT AND 774E
CONS7RUCTED INFO HAS BEEN ADDED. 774E CONSTRUCTED TOPS AND
INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED
TO 774E PROJECT BENCHMARK AS SHOWN ON 774E APPROVED PLAN
SET. THE REVISED SLOPES BETWEEN STRUCTURES WERE CALCULATED
BASED ON 774E CONS7RUC7L*D INVERT ELEVATIONS AND MAY OR MAY
NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. 774E
BLUELINE GROUP DOES NOT CERTIFY 774E ACCURACY OF THE
INFORMA 77ON SUPPLIED BY THE CONTRACTOR AND SURVEYOR, EVEN
IF SUCH INFORMA 77ON IS INCORPORA 70 IN 774ESE AS—BUIL T PLANS
UNDERGROUND UTILITY NOTE
UNDERGROUND U77LI77ES ARE SHOWN IN 774E APPROXIMA 7E LOCA 7I0N THERE 1S
NO GUARAN 7LFE 7HA T ALL U 71L1 TY LINES ARE SHOWN, OR THAT 774E LOCATION,
SIZE AND MA 7FR1AL 1S ACCURA 7F 774E CONTRACTOR SHALL UNCOVER ALL
INDICA 7ED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO
DE7FRMINE ACTUAL LOCATIONS, SIZE AND MATERIAL 774E CONTRACTOR SHALL
MAKE 774E APPROPRIATE PROWISION FOR PR07EC77ON OF SAID FACIL177E5 774E
CONTRACTOR SHALL N077FY QYE—C&L AT 8-1-1 (WASHINGTON8I I. CQM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N
1 REVISED DRIVE WAYSr SSMH 2 & SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 1 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
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BLA NOTE
A BOUNDARY LINE ADJUSTUENT IS REQUIRED TO
BE SUBMITTED, APPROVED AND RECORDED PRIOR
TO CONS7RUC770N PERMIT APPROVAL.
LMT
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BREff K. PUDISTS, PE
BY
DATE
AP P R
BRETT K. PUDISiS, P
HOMMWAL. NO vav/inn
DATUM
91012a
CITY OF
RENTON
Plan ning/Building/Public Works Dept.
VICINITY MAP
NOT TO SCALE
PROJECT TEAM
OWNER/APPLICANT CIVIL ENGINEER
CONNER HOMES
12600 SE 38TH ST SUITE 250
BELLEVUE, WA 98006
206.849.7057
CONTACT JIM BERGER
SURVEYOR
AXIS SURVEY & MAPPING
15241 NE 907H STREET
REDMOND, WA 98052
(425) 823-5700
CONTACT: MITCH EVANSr PLS
SITE DATA
THE BLUELINE GROUP
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
(425) 250-7247
CONTACT BRETT PUDISTS PE
EMAIL: BPUDISTS®THEBLUELINEGROUP.COM
ALLEY ADJACENT TO EXISTING
TAX ACCOUNT NUMBERS- 866350-0040, 0045, 0050, 0060, 0064, 0084,
0085, 0090, 0095, 0105, 0115, 0116, 0117
UTILITY PURVEYORS
WA TER SUPPLY.•
SANITARY SEWER
FIRE DISTRICT
CITY OF RENTON
Cl TY OF RENTON
CITY OF RENTON
SHEET INDEX
I
CV-OI
COVER SHEET
2
GN-O I
NOTES AND LEGEND
3
EC-0 I
EXISTING CONDITIONS
4
TP-O I
GRADING AND TESC PLAN
5
TD-O I
TESC NOTES & DETAILS
6
AL-0 I
ALIGNMENT PLAN
7
RE-0 I
ROAD AND STORM DRAINAGE PLAN
8
RP-0 I
ROAD AND STORM DRAINAGE PROFILE
9
RP-02
ROAD AND STORM DRAINAGE PROFILE
IO
SE-O I
SANITARY SEWER PLAN
I I
WA-0 I
WATER PLAN
12
SP-O I
SEWER AND WATER PROFILE
13
SP-02
SEWER AND WATER PROFILE
74
RD_0I
ROAD & STORM DRAINAGE DETAILS
is
RD-02
TESC DETAILS AND NOTES
76
RD-03
ROAD & STORM DRAINAGE DETAILS
17
RO-04
ROAD & STORM DRAINAGE DETAILS
I8
RD-CIS
ROAD & STORM DRAINAGE DETAILS
19
RO-06
ROAD & STORM DRAINAGE DETAILS
20
RD-07
ROAD & STORM DRAINAGE DETAILS
27
RO-08
ROAD & STORM DRAINAGE DETAILS
22
WD-O I
WATER DETAILS
23
WO-02
WATER DETAILS
24
ED-O I
SANITARY SEWER DETAILS
25
ED-02
SANITARY SEWER DETAILS
26
CP-O I
CURB PLAN
27
CP-02
CURB PLAN
BY:
BY:
BY:
BY:
R-393501
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
COVER SHEET
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
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WATER UTILITY NOTES
AND SPECI FI CATIONS
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILOING/PUBLIG WORKS DEPARTMENT AND THE LATEST ED177ON OF THE WSDOT/APWA STANDARDS AND
SPECIFICA TIONS AS APPROVE0 AND MODIFIED BY THE CITY OF RENTON IN THE RENTQN STANDARD PLANS & SPECIFICA T7ONS A
SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 77MES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3'30 PM ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 430-7301. THE POLICE DEPARTMENT FIRE
DEPARTMENT AND 911 SHALL BE N077FIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
J. ALL LOCATIONS OF EXIS77NC U77LI77ES SHOWN ARE APPROXIMATE AND IT- SHALL BE THE CON TRA GT❑R S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR U77LITY LOCATES CALL 48-HOUR
LOCATORS 800-424-5555.
4. AN APPROVE0 IRAFF7C GONTR❑L PLAN IS REQUIRED T❑ BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
5. DATUM FOR VER77CAL GONIR❑L SHALL BE NORTH AMERICAN VER77CAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS 0THEPWSE APPROVED 8Y IHE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVA 770NS ARE NOTED ON THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED OUC77LE IRON PIPE CONFORMING TO AWWA C170 AND C711 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COA77NG SHALL CONFORM TO AWWA C104 OR LA TEST REVISION. PIPE
JOINTS TO BE PUSH -ON OR MECHANICAL BEDDING TO BE CLASS C. ALL DUC77LE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5- 93 STANDARDS
Z CAST IRON AND OUC77LE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE
NIH ANSI/AWWA ClIOIA21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE KITH ANSI/AWWA C104/421/4-90. IF FITTINGS
ARE 3 TO 12 INCHES IN DIAMETER AND HA VE MECHANICAL JOINTS THE R T77NGS SHALL IN ACCORDANCE W TH EITHER ANSI/A WWA
C710-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER RT77NGa WHICH HAVE MECHANICAL
JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C71OIA21.10.87 OR A COM91NA710N OF
ANSI/AWWA CII0/A21.10.87 AND ANSI/AWWA C753/A21.53-94 SUCH 7NAT THE POR77ON OF THE FITTING WITH A MECHANICAL
JOINTS) MAY BE WITH ANSI/AWWA C7531A21.53-94 AND THAT POR77ON OF THE FIT77NG WITH FLANGED JOINTS) SHALL BE IN
ACCORDANCE WTH AWWA G110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SEC 77ON 53.53 OF ANSI/AWWA SEC 17ON
10-4.3 OF ANSI/AWWA G110/A21.10-87 SHALL BE OBTAINED 8Y THE CONTRACTOR AND 7RANSMInED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, 8RONZED-MOUN70, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING
BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERA77NC
PRESSURE OF 200 PSI. GATE VAL VES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W77H 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 NA 77ONAL STANDARD THREADS 7-1/2 7HREADS PER INCH AND ONE 4 INCH
PUMPER NOZZLE WITH THE NEW SEA ME PA77ERN 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 OPERA77NG NUT OPENED BY
TURNING COUNTER CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERA77NC NUT OF THE SAME
DESIGN AND PROPOR77❑NS AS 77-IE HYDRANT STEM NUT CAPS SHALL BE F177ED WITH SUITABLE NEOPRENE CASKETS FOR
POS717VE WATER 77GH7NESS UNDER TEST PRESSURES
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEAME THREAD X 5 INCH STORZ. STORZ
ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-r6 ALUMINUM ALLOY, HAROCOAT ANODIZED. THREADED END POR77ON
SHALL HAVE NO LUGS AND TWO SET SCREWS 780 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEA THER. STORZ
CAP TO HAVE SYNIHE17C MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WI7H 1/8 INCH, COATED,
STAINLESS STEEL, AIRCRAFT CABLE.
12 FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT PRESERVA77VE PAINT NUMBER 43-655 SAFETY YELLOW OR
APPROVED EQUAL.
13 PUMPER CONNEC77ON TO FACE ROAD WAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS LATEST REVISION.
15. ALL WA7ERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WA7ERMAIN
12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE U77LITY CONFLICTS OCCUR.
WA7ERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL W47ERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED KITH PIPE GLEANING -PIGS" PRIOR TO
DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT DENSITY
FOAM W77H 90A DUROME TER URETHANE RUBBER GOA77NG ON THE REAR OF 'PIG" ONLY.
17. "PIGS" SHALL BE CYLINDER SHAPED W17H BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE GLEANING
OPERA 770N.
18. ALL WA7ERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERA77NG
PRESSURE, IN ACCORDANCE W17H THESPECIFICA77ONS F THE 17Y F RENT N AN THE WA INGT N STATE HEALTH
55U 0 G ❑ O D 5H ❑ 5
DEPARTMENT ALL PRESSURE TES77NG SHALL BE DONE IN THE PRESENCE OF A REPRESENTA77VE OF THE CITY OF RENTON. THE
OUAN777Y OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN G17Y OF
RENTON STANDARD PLANS & SPECIFICA77ONS 7-11.3(]1J. THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR
TEST PERIOD.
19. ALL WATERMAINS AND SERVCES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCEN7RA770N)
CHLORINE/WA7ER SOLU77ON. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SEC 77ON 7-11.3(12)E OR 7-71.3(12)F OF THE STANDARD SPECIFICA77ONS REFERENCED
ABOVE
20. A PRE-CONS7RUC77ON CONFERENCE IS REQUIRED PRIOR TO ANY CONSIRUC77ON. A MINIMUM OF FIVE (5) WORKING DAYS N077CE
IS REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS N077CE WILL BE REQUIRED PRIOR TO S7AR77NG NEW GONSTRUC770N.
22. 1T SHALL BE THE CON IRA GIOR S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES LINES AND METERS SHALL NOT BE DONE UN77L ALL SERVICE
AGREEMENTS METER APPLICA 17ONS, CONSTRUCTION PERMITS AND PAYMENT OF FEES HAVE BEEN MADE TO THE G17Y OF RENTQN.
24. ALL CONNECTION TO EXIS77NG MAINS IS TO BE ACCOMPLISHED 8Y THE CITY OF RENTON. EXCEPT WET TAPS WHICH MAY BE MADE
BY APPROVED WET TAP C0N7RACT0RS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT ALL NECESSARY
EXCAVA7701V AND MA TERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENT477VE OF THE CITY OF PENTON. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO N077FY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF 8ACKFILLING ALL CONS7RUG77ON.
THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT ORA WINGS
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR 7ES77NG AND PURITY ACCEPTANCE PRIOR 10
FINAL 77E-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS BOLTS ETC) SHALL BE AS MANUFACTURED BY THE STAR
MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN KIP177NG 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 EXIS77NG EXPANSION JOINT:
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF IN177AL EXCAVA77ON WITH A PERMANENT, SEALED
PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS CALL FOR SUBGRADE INSPEG77ON PRIOR TO PLACEMENT OF
FINAL PA TCH. x
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 80 PVC UNDER IMPROVED AREAS
STRL ICTL IRA L NOTES
7. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES
SUCH AS BRIDGES VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY CITY PRIOR TO
CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES IN CITY
ROAD RIGHT-F-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS ROCKERIES OUTSIDE OF ROAD
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNA77ONAL BUILDING CODE.
SANITARY SEWER NOTES
AND SPECIFICATIONS
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE W17H THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON
PLANNING/9UILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST ED177ON OF THE WSDOT-/APWA STANDARDS AND
SPECIFICA77ONS AS APPROVED AND MODIFIED 8Y THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS A
SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 17MES DURING CONSTRUCTION.
2 THE HOURS OF WORK IN 7HE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICA77ONS ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WR177NG BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST
BE 08TAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXIS17NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCA 17ON 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, 1T
SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA7711E OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR
RESPONSISIL17Y TO NOTIFY 7HE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF 8ACKFILLING 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. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO
ANY CONSTRUCTION.
SL114FACE WATER DRAINAGE
NOTES AND SPECIFICATIONS
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER U77LITY.
2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC77WTY OCCURS, A PRE -CONSTRUCTION MEE77NG MUST BE HELD BETWEEN THE CITY OF
RENTON PLAN REVIEW SECTION AND THE APPLICANT
3 ALL DESIGN AND CONSTRUC7ION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS
ASSOCIA77ON (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF
THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE
REQUIREMENTS FOUND IN THIS PLANS ALL CORREC77ONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION
(E.G. DOMES77C WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEWAT70M FROM THE APPROVED
PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS
6. GRADING ACTI W 77ES (SI TE AL 7ERA TION) ARE LIMI TED TO THE HOURS OF 7 A. M. TO 7 P.M. MONDA Y THROUGH SATURDA Y AND NO WORK
ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
Z IT SHALL BE THE APPLICANT S/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
IN177A77NG OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
Z PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 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.
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. BACKnLL 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 U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE
12. BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL 514ALL 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 ELEVA 77ONS ARE NOTED ON THE PLANS.
13 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT
FOR THE PREVENTION OF ON-517E EROSION AFTER THE COMPLE7ON OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA770M IN ACCORDANCE WITH THE STANDARDS
AND SPECIFICA77ONS OF THE CITY OF RENTON PLANNING/9UILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDI77ON OF THE
WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICA TONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPAC770M OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO
THAT THE EN77RE LENGTH OF THE PIPE WILL BE .SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRA VEL 6 INCHES ABOVE AND BELO W THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUC77LE 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 PA WNG.
ERDS1ON C0NTI4OL NOTES
I. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER
U77L1TY, AND TRANSPORTATION PLANS-
2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY
OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
J. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETA77ON PRESERVA77ON AS PRESCRIBED ON THE PLAN(S) SHALL
BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO COIVSTRUC770M 1N ACCORDANCE KI7H 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 BYTHE
APPLICANT/ESC SUPERVISOR FOR THE DURA77ON OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURA770M OF THE PROJECT. ADD177ONAL 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.
5. ALL REQUIRED SEDIMENTA770NIEROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND
CLEARING AND/OR CONSTRUCTI0N TO PREVENT 7PANSPORTA77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND
ADJACENT PROPERTIES ALL EROSION AND SEDIMENT FACIL177ES SHALL BE MAINTAINED IN A SATISFACTORY COND177ON UNTIL
SUCH 77ME THAT CLEARING AND/OR CONSTRUCTION 15 COMPLETE AND P07EN77AL FOR ON -SITE EROSION HAS THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD177ONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERMI TEE.
6. THE EROSION AND SEDIMENTATON CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS
TO MEET AN77CIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,
THE PERMTTEE SHALL AN17CIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILI77ES WILL BE NECESSARY TO ENSURE
COMPLETE SILTA77ON CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUC770N, IT SHALL BE THE OBLIGA77ON
AND RESPONSIBILITY OF THE PERMTTEE TO ADDRESS ANY NEW CON0177ONS THAT MAY BE CREATED BY THE ACTIW77ES AND TO
PROVIDE ADD177ONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT
PROPER77ES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
Z APPROVAL OF THIS PLAN IS FOR EROSIONISEDIMENTA7ON CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM
DRAINAGE DESIGN, SIZE NOR LOCA 77ON OF PIPES, RES7RICTORS, CHANNELS, OR RE7EN77ON FACILITIES,
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, 7HA T WILL NOT BE DISTURBED FOR TWO DAYS DURING THE
WET SEASON (OCTOBER IsT TROUGH MARCH 30m) OR SEVEN DAYS DURING THE DRY SEASON (APRIL IsT TOUGH SEPTEMBER 30)
SHALL BE IMMEDIATELY STABILIZED WTH THE APPROVED ESC COVER METHODS (E.G., SEEDING MULCHING, PLAS77C COVERING,
ETC.).
9. 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
10 COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED AT THIN SEVEN (7) DAYS
12 THE ESC FACIL177ES ON INAC77VE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR AITHIN 24
HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE MTHIN 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.
14. DURING THE 77ME PERIOD OF OCTOBER 1sr THROUGH MARCH 307H, 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 PLAS77C COVERING.
15. ANY PERMANENT RETFNT70N/DETENT70N 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 FUNC77ON UL77MATELY AS AN INFIL7RA770M SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE
BOTTOM AND SIDES ARE A T LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES
CAN BE SEEDED IN PREPARA77ON 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.
1 Z ALL EROSION & SEDIMENTA 77ON CONTROL MEASURES MUST BE APPROVED AFTER CONSTRUCTION AC77VITY IS COMPLETE.
1 REVISED OR/ VEWA YS SSMH 2 & SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMEN TS
4 WA TER UPDA TES PER FIELD CONDI DONS
5 1 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
No.
:irk
9. DATUM SHALL BE NAIAD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.
REFERENCE BENCHMARK AND ELEVA77ONS ARE NOTED ON THE PLANS
10 ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
REVIEW AND APPROVAL.
11. ALL U77LITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR.
12 OPEN CUT77NG OF EXIS77NG ROADWAYS FOR NON -FRANCHISED U77LITY 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 RESTORA77ON STANDARDS
13 ALL SEDIMENTA770NIEROSION FACILITIES MUST BE IN OPERA 77ON PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE
SATISFACTORILY MAINTAINED UNTIL CONSTRUC7ION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
14. ALL RETENPON/DETENPON FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUC7ION
ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA7ION IN ACCORDANCE 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 SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS C'; WITH THE EXCEP77ON OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT,f1 OR BETTER INSIDE AND OUTSIDE.
I ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES
ASSOCIATED WITH A PERMANENT RE7EN770N/DE7EN77ON FACILITY SHALL HAVE SOLID LOCKING LIDS
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WDTHS AND BUILDING SETBACKS
LINES
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. 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 Of TCHH, ROCK FOR EROSION PRO TEC7ION 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 - 7OX PASSING;
2 - 4 INCH ROCK / 30 - 40X PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND F0077NG 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.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
INRLIRA 77ON BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING. -
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVA77ON ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS
AND FOO77NG 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, P05177VE DRAINAGE TO AN APPROVED STORMWA7ER
CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH L 0 T SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED 'STORM" OR 'DRAIN". THE STUB -OUT SHALL
EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE
C. PIPE MA7ERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN 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.
D. PRIVA TE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL L075
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COOROINA77NG THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT
TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDAT7ONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO
DRAIN CRAWL SPACES, PROIDED THE SUMP PUMP SYSTEM INCLUDES BACKFL❑W PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF
THE FOLLOWING- THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL,
OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONS TRUCT7ON PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCT70N PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE ❑MER OF THE CONTINUING
LEGAL OBLIGA 77ON AND/0R LIABILI TY CONNECTED Af T'H STORM SURFACE WA TER DISPOS1770N. FURTHER, THE CI TY OF RENTON DOES NOT
ACCEPT ANY OBLIGA77ON FOR THE PROPER FUNCT70NING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PRO TEC77VE EQUIPMENT, FLAGGER5S
AND ANY OTHER NEEDED AC77ONS TO PR07ECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN
CONNECT70N WITH THE
27. PERFORMANCE OF WORK. ANY WORK WITHIN THE 7RAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL
REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, 7RANSPORTATION SYSTEMS DIVISION. ALL SECTIONS
OF THE WSDOT STANDARD SPECIFICA77ONS 1-07-23 TRAFFIC CON7POL SHALL APPLY.
28. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULA 77ONS (RMC 4-3-050).
UNDERGROUND UTILITY NOTEI
UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE
LOCATION. THERE 1S NO GUARANTEE THAT ALL UTILITY LINES ARE
SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS
ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR
PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR
STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND
MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR
SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA T]ON OF EXISTING FACIL177ES BEFORE
CONSTRUCTION.
LMT
4/2/18
SURVEYED:
�AITCH EVENS, PLS
SCALE:
AS NOTED
LMT
5/22/18
DESIGNED:
SHAWN COOPER
LMT
6115118
SOC
7110118
DRAWN:
SHAWN COOPER
ONE INCH
CHW
8/10/18
CHECKED:
BRETT K. PUDISTS, PE
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
BRETT K. PUDISTS, PE
VERTICAL• HAVD 1988
HORIZONTAL MD 195.3/19131
DATUM
9/IS/aw
O TY OF
V"RENTON
Planning/Building/Public Works Dept.
LEGEND
PRDPDSED FEATURES
----BOUNDARY
MAILBOX
RIGHT - OF- WAY
i
SIGN
LOT LINE
FLOW & CURB
STREET LIGHT
-
CENTER LINE
-------------
SA WCUT
❑
ASPHAL T PAVEMENT
EASEMENT
SIDEWALK
GRADING AND TESC FEATURES
790
10' PROPOSED CONTOURS
0
OVERFLOW STRUCTURE
192
2' PROPOSED CONTOURS
44
PIPE FLOW
RETAINING WALL
INTERIM CA TCH BASIN
ROCKERY
PRO TECT70N (GRAVEL)
S1L T FENCE
INTERIM CATCH BASIN
CONSTRUC77ON FENCE
O
PROTECT70N (INSERT)
CLEARED AREA
TRIANGULAR SILT DIKE
LIMITS OF CLEARING
y
RIPRAP
• • • INTERCEPTOR SWALE
INTERCEPTOR CULVERT
TEMPORARY STORM PIPE
PRDPDSED .STORM DRAINAGE
STORM DRAIN PIPE
PIPE FLOW
-------------
ROOF & FOOTING DRAIN
CUL VER T END
-------------------
ROCKERY DRAIN
®■
RIPRAP PAD
YARD DRAIN
�
STORM CLEANDUT
■
CATCH BASIN, TYPE/
CATCH BASIN, TYPE I!
PROPOSED SANITARY SEWER AND WATER
- -
SEWER MAIN
BLOW OFF
SEWER SERVICE
IN[
GA TE VALVE
- - - - - - WATER MAIN
Q
SEWER MANHOLE
]�{
TEE W/ CDNC BLOCKING
PIPE FLOW
BEND W/ CDNC BLOCKING
0
SEWER CLEANOUT
i■[
REDUCER
5--
WATER METER
SLEEVE
o-
IRRIGA77ON METER
FIRE HYDRANT
EXISTING FEATURES
ADJACENT PARCEL
-0-
POWER POLE
ADJACENT RIGHT-OF-WAY
GUY ANCHOR
-
CENTERLINES
STREET LIGHT
EASEMENT
TRANSFORMER
- - - - - -
- SURFACE FEA TURES
L/LlLILCLL/1/1 BUILDING F007PRINT
,W
POWER METER
- - -19D-
IO' CONTOURS
21
JUNCTION BOX
------192--
2' CONTOURS
17
GAS METER
- - - - SD
- STORM DRAIN PIPE
- - - - SS
- SEWER MAIN
GAS VALVE
- - - W
- WA TER MAIN
o
MAIL BOX
- - - - OHP-
AERIAL POWER LINE
r-1
SIGN
G-GAS
MAIN
----X-
ENCE
F
CONIFEROUS TREE
RETAINING WALL
ROCKERY
DECIDUOUS TREE
❑
CATCH BASIN, TYPE 1
CONIFEROUS TREE
@❑
CATCH BASIN, TYPE If
TO BE SAVED
❑
SO PIPE FLOW
DECIDUOUS TREE
O
SEWER MANHOLE
TO HE SA VED
❑
SS PIPE FLOW
ASPHALT
A
FIRE HYDRANT
M--
WATER METER
CONCRETE
N
GA TE VALVE
❑
GRA VEL
BY:
BY:
BY:
BY:
R-393502
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
NOTES AND LEGEND
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/2O
FIELDBOOK:
PAGE:
DRAWING NO:
GN-01
SHEET: 2 27
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0377V. x 0.85 � .'- +] T8 F ..'. l'................ . - r _ l 3 EX1.3' TALL CONC. 1 ' # 3 21 2016 r ► ► j<<;r;.° ::. .J _ ... .� ..... I r .. ■ .. _ ... .... ��5- . - +•............. wMAND CAP, LS 16976, (/ / ) I 1 P f. 22'C r r-�.....,:.:... �.' _.....'�. - ...
IBLOGK WALL 20' / I-1 I 1....:..:.:... . ....:..:........
FLUSH W GND. ` r f �� _.;::._..a:._.:.�., / `� lr.... • .. •
I 1 r _ 4''-..----''..............r.� �_
I FND 1 REBAR (NO - .- .'.'.'.'.'.. ...... ...
1 r�:':: :� 1 _ r _'.......... _, ......'.'.'�
' Ex waaD 7i 1 (3/21/20rs} , I , r�i7�
CAP), L USH W GND. _ �. `............ 1
' ► ? - f ' . 1:' 1 1 .7 :r CO
FRAMED GARAG ' 1 ► Tj/ , �` "--� . CI547V. x 0.86 , , ��'. , ............ . ...�.. - ...'.'!'. .` .. _
1 1 �� , /> 1.... -i. . I 1 r� �- �f 1 y r --µ- -. ss w_ ,�,
3 21 2016 r_i . %. 1..
FND 1-1141 P. FND 1 2" REBAR ! / I �•- . -'I `' - -_.
!� ` E ► r"`. �� �..:.:... �................ �.............. I �. .'.'..'.I..'.. �%�:,
I_ "�... .
ON. 0.1 0.92 1 0.085. x 7.73 / a! 1 �- I r / , , / I I 1 wM 1 �. S "� rz.
1 / A_ sr , 2-2 DIA. X .5 ��� / I ► 1 ' _ .....'.. . - �` .. . .. . .... . .. 5 _ 5�
x 1. 0917! 3 25 2D16 1 i' F oc� r I 1 f/ 1 / �0 - ► z .' . '. Sp r �r '`0 `" °,;
3 25 2016 1 r 1 �g'�Ep �r�n ■ • i"AL PIPE, / [� � - ► 1 :::; c �,........... w -
_ L/�/� 1 70'0 1 ,OCise, ��, - �' I UN�MOWN 1 II ► 7 ] -,'- s��d. r_ .. - �� .. .. �sg_
3' TALL 1 r I I 1 , ,�?3! wx- I I -��_ i PURPOSEI ► N 1 / •. O�` / 1 �' . 1 ,r • / � �.: `r . - � �; r . - - _ -': J „
1�
r I __
r / 1 �I �. r .:..,•
1(D ( �/ f.,:; ,� / ✓ 5� - �/ ► �' .�.-' - Axis
Ex eRlcic I 70'D , 1 �, ; �'` ,���� 1 a , / moo Rr / r ■ gory - �. _ _ t, . •sp /-...... .
�_ .--:-- --- ,§ __� � 1 I PATIO W 1 j f' 1 `' 1 I FRq �r 1 r I. • ../ 1� C�, 5�9 _;' ;•i.
1 1 / 1 ."
11 --�_
__�-7- , FIREPLACE y I � _ ....I ;'' .:'.;� ," SF ► ► ' , >� / ..- ::: _ GRAPHIC SCALE
f. - - r ,
t 7':_`!'. � rI ► r �,.;; FND 7'9 P. DN. 1.4' EXj - - . • _ _
_ _ ` /1// 1 ii j I ,r HELD FOR S
S _ 1 1 1 ::: ]�►t5r��o ,ice �//] , 1 /' �r 1 - - .� PDSI TIDN) t9 -
]� . � � r 1 EX CDNC r- _ / i / Ex °� r 1 (3/17/2016) g 99 38 1" - 9U{]'
�/f ❑ P _ STEPS R
_ o r f p :;
L
,i I r EX 3.5r WIDE .' . / I
_ . _
��
EX 10' INGRESS / S00 _ �� p , . , `� 1 .► � /L/� I ► GATEi ;� �� .�• ' 9�` tr��/ opQ,
0 , _ _ ` ► ' FND TK IN LEAD IN 3"x3" CDNC MON IN CASE,
I ' / , 8'L�H 1 r _ •' .< _ DN. 0.55'
EGRESS / { �. .. 5- - . -: :.... r _ :. :.I 1 X ►I 1 e
/ ' �. S . _ - ,Ct�N7:-.- _.:•: �r . / Y 1 �__ 1 '`� h CITY OF RENTON CONTROL #1853
a AND U77LITY �¢p �►. . -, , P Q �. , ,/
/' : ' ; _,l H
N 178824.04
�. r. �11 0 Io
6 _ 1 / 1 EASEMENT I r 1> _
$" ;.
8'DEC1
.o.;-� 0,/��E 1295667 59
! / 7 ►k1
r 1 1+/
REC. NO.- .
i ` "' I / 1]� I. t EX _ ELEV-231.94'
. -L ..�- _ -1 1 - II 16 tSE ' 1 j 8711060883 °J: ' . I - '1 1 r 4 �• HOUSE 3 16 2a16
EX SSMH 7613 _ _ I .. .i,� � .. * i<' ::: 1 - / . r f . . 1 �' I I
. /T ' / PLANTER 7?t
I f 1 � r r I0 . . .
OVERHEAD POWER COR 4903 Q 41 �/ Q . 10" �_::•` rr 3 1 I y -
# 7 1 OS ' i I FND PUNCH ON SE, D BRASS DISK IN 4"x4"
TO BE RELOCATED RIM 115.97 SQDa. r _ _.� 1 p� AREA Y GATE ] 1%f , , rr
' 1` I ' 12 C I � ..:• f� �rOpp�! � ,� �/1 i
� 38 CDNC M0N IN CASE, DN. Q.6'
UNDERGROUND 6" VCP IE 11].58 (EW) � � O p LL 12 C ►: EX TALL .�, �, 'I I ' �!' f CITY OF RENTON CONTROL #754
Dry ! / ~�� ► r IY / ,�L�o 1 C� - 3 16
FND 7 2" REBAR ► 1 1 ►� I EX L A ' f : :i r /,f.".1
-- ` �. .� I /2016)
► r '��--� EX CDNC. '
FND 1 2" REBAR AND 1 7p I , 1IN CDNC, 0.205 _ ROG PAVERS► �. I
I FND T 2" REBAR SMASHED CAP, DN. 0.2, � ]�'AP �5� p�. / .1 j I I BLOCK WALL I
x 1.40! j j
(3/28/20r6) i W/SMASHED CAP, 0.77�1. x 1.24 // s�pp• . Ex �� ' 1 I � } 1 / ' LEGAL DESCf2IPTl rlA
EX.5' WIDE I r 1 f. i /
@ I 0. 10 x 1.12 � (3/25/2016) r _ PP , r _ GA TE _.i::-• t I i �., 1. - . - - . - -.-
/ .1 '
►(3/25/2D16} i�D 1 2"REBAR AND CAP X WOOD SHED ,■x ` \ \ i '�-�� �■ ' - ► yy� y `� I EX SSMH 7215 O�Q LOTS a 9, 1Q 2], 22, 23, 24 AND 25, TOWN AND COUNTRY CLUB BUNGALOW SITES, ACCORDING TO THE
* , r ► NO FOUNOA TION U 1 �� ► ,,�I I t, . ' CQR #4904 I PLA T THEREOF RECORDED IN VOLUME 19 OF PLA TS, PAGE 21, RECORDS OF ICING COUNTY. WASHINGTON;
. EX 6' TALL � �• WSI LS 16916, UP 0. f , 0.1O , - - /
47 1 1 (GRA VEL FILL) , / �� - ,1 j:- . l ► I • /
WOOD FENCE �' ' 1 x 7.05 (3/25/2016} f i . Soo , rr 5_ �� _ `- �JI \,, ,p� 1 RIM 93.40/ I 6 TOGETHER WITH VACATED ALLEY LYING BETWEEN LOTS 23 AND 24L; ALSO TOGETHER WITH WEST HALF OF
o - 'KIjj 6' TERR� GOTTA IE 89.91 (EWS) I VACATED ALLEY ADJOINING LOT 8 ON THE EAST
► , ' j 1 1 3�'! "5 ..t i I ,\ �\\ �/� / �4 TOWN AND E;OL►NT17Y OLL16
ALLEY ,y .� ` ► ► ar x 1 _, o `�I `� 1 .i yy� /� ' BUNGALOW SITES SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
FND 1 2' REBAR 0.175 ► r i i � i \ � � ...: � '. • ,► j// ``'Rq� aS. ,� / V. 7 9/P.2 1 I LOTS x I.41 . ► 1 FND 1-1 47.P. UP ►' 1 + \ - 5 . , ► // GgRq , / ' BUNGALOW 251TES,13 AND THE AGCORDINGS7OHALF OF T7-IE PLATOT 14 AND LOTS TNEREOF RECORDED INg,VOL[IME g OF PLATOWN AND OUNTRY rSy PAGEL28
s 1.3 W 0.2 LEAN Ta I1 1 ► ` l ' . �� Lr!/[/ �/' Q / EX 5' HIGH RECORDS OF KING COUNTY, WASHINGTON.
___� (3/25/2016) ► 1 2 ry, l S ., 0.02iV. x I.1I W ' ~ I <C/ t '
� i � } EX CONC 1 ► f ... ' .: _t '\ /� ' O� CINDER BL tl Clf
* h►
(3/21/2076) ► a 15p .
PAVERS , �I� 00' jL y �s / WALL TOGETHER WITH AN EASEMENT FOR INGRESS EGRESS AND U77LI77ES OVER THE NORTH 10 FEET OF LOTS 16
1 1 ; �- . ��� AND 17 OF SAID PLA
1 FND 7 2 °REBAR AND , I FND 1-1 2 1.P. FLUSH
AND GRA . ' ::_�TV I
I ► 1 '� EX FIREWOOD W GND, 0.26 x 0.53 .
500 CAP W51 LS#16916, UP y I , / /7�jT :,:::.::• �;..�,.:.. . .�.., , _ I � STORAGE SHED i (312212016) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
0 0. 4,' 0.085 x 1.51t 1 � 2D O ► I
(3/25/201 fi) %i ► 51 ► ND 17. P. W r- / r' / �^ ' coN r N NG BA 5 ! S ❑ F B EA 1411V G S
�... � ► 1 r LUG & TIC, FLUSH / . =N - � i ' '
► 1 17 ► 1,21 . 1 W/GND, 0. 47N. x ' 1 � ►
CMU WALL CONT. `� ► r I ' ++ 0 22'VY �f i , I 1 �/ SOop. r � _�_ __�_ � •'- �` _i , EX 6' CLFNC HELD NORTH 72'DO'16" WEST ALONG THE MONUMENTED LINE BETWEEN MONUMENTS #11 AND ,{12.
W 31 BFNC rr 71 � 5b `" ► ND 3 47 P. UP 0.2' EX I 1 I OHp _ _ ► ► W. END 3 WIDE GATE
✓T� _ 00' `• �`. 25 x 0.64 n I PLANTER] 1 1� (3/21/2016) i r►/ _ , 1 i � � _ y 1 � DATUM
l s,t ,/ /1 ► �• I 111 r FND 2 7.P. DN. 0.2' r r _ ,r ci , �_5 r EX 6' BFNC DA r u I►7
I K /' ,�____ �� .� �3/25/2016) I I I AREA + {� 1 r , EX _ Sp _\ k_ _ G
_ 1 I I r I t 11 0.50 N. x O.08 ) i ., ' DFC �T?I ,°4 - 00, I � � 1 G 494
' �[/ EX WOOD _ •� , I, ! + r (3/21/2a16) r ! 1 ,� 23 r %7� 1 0 �, _ _ 1 r GF HORIZONTAL DATUM: NAD 1983/9I (CITY OF RENTON)
' , ��o
FRAMED ► i �,� rr ry I G �/`/�f/ V/ ..` 5I EDGE OF r i ; �r� ` _' ��� 5L gB Nc VER77CAL DA77JM: CITY QF RENTQN (NA VD 88)
,' SHED f7VD 1 2 °REBAR AND `'`� S +' ► ► r t r1 f rj �,►, D 1 �•�T/� r DGE _ y 1 `� `. _ "'L!/ _
CAP W51 LS#1 fi91 fi, UP ° 00' 1 ; 1 + E F 2- ,�r - �.' �1 f J , � .` �*� ; I _ .�[�/ ORIGINATING BENCHMARK CONTROL POINT 1853 FND TK IN LEAD IN 3 X3" CDNC Mr7N IN CASE; ON.
r , ��4111_1
► r ► f i ] �� \ � . 1 , �!/ a 55 ®INTERSEC770N OF` SW LANGSTON RD AND 7NOMAS AVE SW
0. 4,' 0. 10 7V. x 1.55 ► EX 4 TALL ���?, OX? '.�8�r r r rt ► 1 1 Hp F`�4 Y ► 1:x SIN • /��-fLj',, I + ► oo• >> `` ► _ S5 � r r 1 ELEVATION, 231.94'
(3/25/207fi) fi'BFNC ► ► HD WIREL(j la5 �L , GL f] r i 1,�� ► 1 FENCE �(C/e �30 Il �L 4 oR `� r jz , �. y y 1 �, .1,E. END tip , ►, �` + \` ► _ .` ; 1 y gSE �hT r � �``) �. / 13-141 ► ` y `v __�. ---� / TEMPORARY BENCHMARK.
'�� ►� \�� s, ►` - �,I $ �► i l ��✓✓ �# pT �� %� / i 2-16" C i I i I �T �= 'L T8M - A: SET R/R SPACE IN SOUTH FACE POWER POLE W17N TRANSFORMER LOCATED ON THE
FND 1 1141.P., DN. 1.8' 1 `� t` t % 10 ~► 1 , �/� gQ ► ► ► ► + 1 1 SOUTHERL Y OF S. W. LANGSTON RD., IN FRONT OF HOUSE 312
0. 08 x 0.17 ` `. `\ * � •\ 1 0 D ; r I Ak ��/ 24 r ry i 1 ► y r ► � t
12'DE / Y 1 1 i ti 1 r
(3/25/2016)%`- * `. �' y.329 � I �s _ ► r'o�CH _, / b' ❑ 1 1 i 1 y y ? ,1 n ELEV. = 124.48'
FND 1 2"REBAR AND CAP ■ • t ► ► r r 1 t t EX SSMH 7697 t
W51 LS#ifi91fi UP 0.4 '. � �� t ►� I I r( `D t _ � I r / i � y1 COR ,¢+4905 � � �M - B. SET SCRIBED k' ON WESTERLY BONNET BOLT OF A FIRE HYDRANT LOCATED ON NORTHERLY
'r SIDE OF S W LANGSTON RD EAST OF THE INTERSEC77ON OF S W LANGSTON RD & LIND AVE
NOTES
1. ALL EXISTING S7RUC7URESy U77LI77ES AND HARDSCAPE ONSI7E ARE TO BE
REMOVED UNLESS 07HERKlSE INDICA 7ED.
2. UNDERGROUND ALL PROPOSED AND EXIS77NG ONS17E POWER AND 7ELEWSJON
U 77LI 77ES,
NQTES
1. ALL S7RUC7URESy PAVING, APPUR7ENANCES AND VEGETA77ON SHALL BE
DEMOLISHED UNDER SEPARA 7E PERMIT AND SHALL BE CONDUC7FD PRIOR TO
CONSTRUC77ON TO ROW ELEMEN7S UNDER 7HIS PERMIT.
UNGEF2G14�UND
UNDERGROUND U77LI77ES ARE SHOWN IN 7HE APPROXIMA 7E LOCA 770N 7HERE IS
NO GUARAN7FE 7HAT ALL U77L1TY LINES ARE SHOWN, OR 7HAT 7HE LOCA770N,
SIZE AND MA 7FRIAL IS ACCURA 7F 7HE CONTRACTOR SHALL UNCOVER ALL
INDI CA 7ED PIPING WHERE CROSSING, IN7ErRFERENCES, OR CONNEC 77ONS OCCUR
PRIOR TO 7RENCHING OR EXCAVA77ON FOR ANY PIPE OR S7RUC7URES, TO
DE7ERMINE ACTUAL LOCA BONS, SIZE AND MA 7ER1AL. 7HE CONTRACTOR SHALL
MAKE 7HE APPROPRIA7E PROVISION FOR PR07EC71ON OF SAID FACIL177ES 7HE
CONTRACTOR SHALL N077FY ONE � AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA 77ON OF EXIS77NG FACIL177ES BEFORE CONS7RUC770N
0.257V. x 1.265 �._ \ �•, �- ` 0. / SD0 1 I ' � � -_ r� �., 7rr , 25 r 1 I RIM 68.47 ,I27 ' SIM
�' 1 i y • r 1 ! I .
` . __ _ _, I 8'4_ i , r r t 1 8" 63.09 (EW) 1 1
(3/25/2016) • • y
FND 3 4 P. UP 0.1' 0.057V. 1 ; ` \ . r - y r ' FND 314 '9.P. '�, , r Ir t .-� ELEV. = 1a1.45
x 0.1 ] _ _ % � `.` �� \ .� _^ 1 "tea I r r UP 0.1, 6'23EC � 1 r� r 1 fR-393503
(312212016) `���` -� �� �. �� . . -- �.,: 1 1 r.97iV. x , , r + , �: _...
'�`� -�. - _; , 1` =� ►_` . �_.�/ $� , 1 (.3'/22/2016) I/ I 1 6 I � ► EX EDGE
• - `_ -_ . - oa• 1/f 1 OF HEDGE APPROVED FQR CONSTRUCTION
`S, '. ., �� " . N `� ` .
` \� --- -. FND 3 4'7.P. DN. 0.7; I i� , ► +
.N, I'm,. -.; .`-�;•,: �. ` 0.17 . x 0.31 . I oil/
o tx I ; SUBJECT TO ERRORS AND OMISSIONS
1 t `� FND 1 i.P. ON. -- � (3/22/2016) / / A/ i r i iC. p UO
'11. `\\ 1 \ N \\ `, 0.3, 0. 39 N. x _ ~ B \. • I lO'DEC / ► + 1 �� 0� W A 5H IS
,\. �, 1 \� \ \� 0.19� • i I \` 11. - _ -_. 9P / i 1 � rf r i `4 r� J,
�, �� , �� �� (3/22/2016) IJ/��/ H AUREL ,`` `51 00, _ 1 ,, ; ' / ; ► �► 11
_ _ J BY: DATE:
- _ !f ,11
EX
BUILDING / ■'f {� i x i �� BY: DATE:
,/ ii } 0 r r 1 p 37925
r% /� 4';201, ]S'; : �� '�� / 1 {` ' + �F SICIST����v`�
RIM 87 99 0141 /' . ►. . / I 1 1 1 S
0 r� A U BY: DATE:
f/ 6"IE 74.51 CTR CHNNL(E-W) ]6';14�" _ �` • �� r •00, 0 1 ( ' 'max,
UNSURE OF MA TERIAL \ % '� , i j FND 17.P. DN. 0.2' BY: DATE:
8-? IE 81.49 DROP(SW) . I �
_ x `�1.� \ (312512016) 91012a
rr . k'�
1 REVISED DRIVEWAYSr SSMH 2 &SELECT SERVICES LMT 4/2/18 5U j�ITCH EVENS, PLS rioaao` frr_M*w"m�1°�ss°.s;,sa, CITY V 1- LANGSTON ALLEY PROJECT ECT SCAM � 9/1 s/ZD
2 ADJUST LOTS 6-8 LMT 5/22/18 �MM: AS NOTED �,�,
3 UPDATED CURB RAMP PER CITY COMMENTS LMT 6115118 SHAWN COOPER RENTON ROAD AND UTILITY IMPROVEMENTS �'°De001i
PAGE
4 WA TER UPDA TES PER FIELD COND177ONS SDC 7110118 NuivSHAWN COOPER Ow sm DATUM DRAWING H0:
5 RE14SIONS TO EAST END OF ALLEY (SW 3RD CT) CHW 8/1D/18 CHECK 9REff K. PUOlsrs, PE AT FULL SME Plan ning/Building/Public Works Dept. EXISTING CONDITIONS E� -� �
IF Nor ONE RM
NO. REVISION BY DATE APPR RErr K Puotsrs, P � "`C0"pNW AS -BUILT ° 3 OP 27
CV
Q
Q
I
r
Q
J
r
Q
0
r
IL
�f'�itIei►�1� I�l1��IdI��3:iiI�1�
dry. _SSA � w� � � � � - EX SDMH 8028 T-11 48" I
[-arm.� e W T-1 LID J I
Ln r EX 25 MPH' Q
EX CB 803 30" moss-, H' i 121M ] 19 6' I
co � �� SIGN W T-1 LID � � � � � 12" CONC IE-V .Q9 (W)
r_;,:...:. �� '+� Z]5 �E) EX CB 8055 T-1
RIM 125.52 ` yy I �- 12" CONC IE 11 5. _ RIM 109.22 I
[►' j .: � 12" CONC IE 120, 93 (W) pN ► 6" CONC 1E 104. 92 (W}
r::..:.:_,.::...:� •. I I `. UNKNOWN LOCAT70N OF
:.: .:.. 12" CONC IE 120.79 (E) t I ��- 4 " CONC IE i 04.90 5
, ► (J I RANSI TION IN PIPE SIZE
�;'.:_.:::.. , I ► W * " 10CONCIE 104.16 (E)
I AND MATERIAL
_ VERIFIED
EX SDMH 8D32, T-Il 48"=,:1':: • .. , ► w� ��, EX SSMH 550
❑ W T-1 LID .: I �s �- EX CB 8054 T-1
RIM 133.56 Y r [� 2,c ` �� RIM 108. � I RIM 105.97
IJJ ' ;` , r" ► 90 1b ` ' II I 12" CONC IE 99.48 (EW) >a
12" CONC IF 127.54 SW) - ; ..:;;• 1 ; 1 5S- 4" CONC IE 107 5i` {.ACC I 'I 1 8" CONC !E (N)
.... .. -.
12" ADS IE 127 �15 W) L -.. I �:. _ .;:. .:: ;•... � � �
12" CONC IE 127.29 (,r w} ; 11 '� iy J
a.• ` ► EX SDMH 8056 T 11 48" SCALE: 1 " = 2 O'
12" CONC IE 126.97 (E) � - _ �. � ; ► sS� � � ��_ � RIM 104.78
= _� ti -'. : � ► ''Y _ -___� 6" DI* IE 100 53 (Wj
I Sy• J y` . • �- sS� �� so * () 0 10 20 40
w � 12" CQNC IE 100.52 S
- (� _ : __ ,; • N^-1� � � �� �J � ,, VERIFIED
5 EX SDMH 8021 T-11 48"
CONTRACTOR ern,`<• w :;.:_::`� r SSA D -
. , :.: �_ w RTr "Q2.90
SHALL PROTECT F _ _ ' "�
' ` > :;�1 , '; � � i ` 12 CONC r'�100.37 W
EX ROCKERY TO - ►���--- ::; :':....; �)
REMAIN r• "- ` �-�5� r D ''`Op S5� ,�� 12" CONC IF 70U.2�( )
' / ; �r w 12" CONC IE 99.99 (E�
EX �-
HOUSE �/ ► ► ! \� .ram W EX
// II I I r• N CATCH BASIN 3 w�=�_ EX
I PROTECTON PER _! �� WV
DETAIL ON Tf]-01 � � I ► �
,� (Typ) 1 �S EX CB 8070
•.a EX �- �� ! 1 , 1 RIM 95.49
► x''' CONSTRUCTION 1 I �' sue✓ -.... ... t ►
�� ► 1 ENTRANCE PER OD
DETAIL ON TO-01EX
0 SS
I ► _�_ t ; 1
► �- �_
'.s.
1 I I 1 EX �1 �`9C ILBOX
' r \ I r / , �� t vim:: :r`.` ..
r ► . ► 1.,._;, .- CLUS TO BE I 5S
SGN ELOCATED
' 1 RIM 115.97 + ; , r----'t1 ; 1 ► \1 i
6" TERRA COTA IE l ].5S EW 1 ► .-' • r / ► ► - - ' < . ' S
I EX WOOD �j ( J + _ I ► t� ► _ ! EX �+ 5� b
j FRAMEn I ► r I / i ► ; �.� �.y
HI TY I I z ::_, Y .I , ; I ► I I ► ► S SSA
GARAGE 1 I ; / ► I 1 ! ; ��`��. 1
C NSTRUC7T ' a~ ' t % �� I I ► ► 1 , "` y-;_. w
1 I:: ►�.
NCE (TYP) l �, :. :. 1 tt I -�� 1 I ► r
le 7,1
� ,; ► / 11 r-, 1 ► ► r I I � ,� --__+ram , �,Y.:.:..; ;' ..:
so
sstiro
t`'r r I ' •~~ "` _____ -~ _--� _
EX
I ►
• moo• - 1 ► 4 ► I , ; -
EX 6" VCP TO
,r , ' . ► EX 6" VCP TO .� ► t ► .r �
REMAIN --.� .� REMOVED
41
l�EX 10' INGRESS i ! . SS _ .3,3• e i 1 ;1 'I i I rr - r
EGRESS AND I , ► ► - ► 1 ► :, ' I
UTILITY �,, rf _ ; ' _ ► _I 1 i X/
EX
EASEMENT RFC. ' r S • �� ! __ ' ��• I ► , r �� HOUSE
NO. 8711060883 _ I 1 ; r-tf p221Ac
do
IV
-10
I •
' rJ �. �. `32� , Sp- • 41 BLOCK WALLEX CONC.
'
EX 6' TALL ►
'
WOAD FENCE' ► ; �� •_ EX
Pp
ilk
ROCK CHECK DAM ►► 1 1► 1� r I , r '
PER DETAIL ON
TD-01 (TYP) ► r ' ~ 2
1 1 '• _ TOWN AND COUNTRY CLUB
3 ; INTERCEPTOR SWALE 1 , ► =' !'�= I BUNGALOW SITES '
PER DETAIL ON ID-01 ► ► �•'r }' 1 =�' V. 19/P.2 7
_�- �► i + j► �- rY .. .� CONNECT '
CMU WALL CON7 , , r 1 = :c. PROPOSED STORM
W 3 BFNC ; T 2 ; I ; ; ' ; SYSTEM 5
► � I i � 1, � - � I
1 ► I ; SILT FENCE I �� 5f r + REMOVE EXIS77NG
EX 6' -� ► ; 1 i ► TYP ; ' C ► I 6 BFNC IN
ALLEY ; 1j 1 ; y ; '� ` 1 I ' � RIGHT-OF-WAY
I 1 1 ► ' I
EX WOOD
' ► I _ _` ' -
FRAMED;� /1 ; , i i + ; I r I ►1 ;�- i j�
SHED /� r 1 I 1 r Ir-� 1► , : r i �x
� + ► ; �'` , SEDIMENT TRAP AND r,..... r I .'+ - ;
► � I FLOW CONTROL RISER •;�' :•-• I tr } \
►
1 ' `. i ► 1 + I ; PER DETAIL ON 7D-01 ► , ► ► : J:
1 r
4111
6' BFNC t ' I ► ► / 1 / 1 r ► �� I
E. END
1 ' ► ► ► ► ► r 1 i ► +
\ 1 1 \ 1 1 ► ► l :�..:.. r
ERDSIDN AND SEDIMENTATION •- �- �-_ / . ' �-
`.� •■� - \ ; a j 1 ; 8 ► / ,� ► BE REPLACED ►
CDNTRDL RECDMA4ENDED • -- - a r ' I
CDNETRUCTIDN SE£7UENCE
`�.. �- IL
1. PRE -CONSTRUCTION MEETING. - � � `�._ ■ � r ' ► + i r � i I '
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAYBE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). ��`��. 1 �`- ■. ��`. � ; � I ► ; ; 1 + ; r � tr
J. FLAG OR FENCE CLEARING LIMITS26
---� _� ��� ���\�� _� --►-� ' �1 I r► �I ', f rr
4. INSTALL CATCH BASIN PROTECTION AS SHOWN `'� �■ `�` ` `. '�-_ I I ; ; ; 6 I r ► + !
5. GRADE AND INSTALL CONS77?UC77ON EN7RANCE(S). ` \� \ �\ `� `� `. ��� \ ; ; ► I I► I 4pF WAS
6. INSTALL SILT FENCE AS SHOWN.
Z CONSTRUCT SEDIMENT PONDS AND TRAPS
8. GRADE AND STABILIZE CONS77?UCT7ON ROADS
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
► t / 11 If I
i' 'rt � � I ► r r '
i f ► x I 0 37925
r r'I i IFS EGISTE
SIONAL Fr
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WI TN C1TY OF REM TON STANDARDS AND MANUFACTURER'S RECOMMENDA77ONS. _
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS S1TE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTRQL IS ALWAYS ► ;► I IN DISREPAIR
IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS
1 REVISED DRI VEWA YSr SSMH 2 & SELECT SERVICES LMT 412118 SUR SCAM
ITCH EVENS, PLS
12. COVER ALL AREAS THAT WILL BE UN WORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WIT74 STRAW, 2 ADJUST LOTS 6-8 LMT 5122118 AS NOTED "' MA°'m/'99' CITY F
WOOD FIBER MULCH, COMPOST, PLASTIC SHEE77NG OR EQUIVALENT. OEs�:
13 STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS
3 UPDATED CURB RAMP PER CITY COMMENTS LMT 6115118 SHAWN COOPER PRI RENTON
4 WATER UPDATES PER FIELD COND177ONS SDC 7110118 SHAWN COOPER
ONE INCH DATUM
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 5 RE14SIONS TO EAST END OF ALLEY (SW 3RD CT) CHW 8110118 CHECKED: AT FULL SCALE Plan n i n B u i l d i n P u b l i C Works Dept.
BREff K. PUDISTS, PE IF NOT ONE INCH �, �, p
15 UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. NO. REVISION BY DATE AP P R SCAM ACCORDINGLY
BRETT K. PUDISiS, P
1. NO ON STREET CO1VS7RUC770N PARKING ON SW LANGSTON RD. USE CONSTRUCRON
STAGING AREA. SANI-CANS ARE TO BE LOCATED ON SITE, NOT ON ABU T77NG
STREETS,
2. ALL CONSTRUCTION VEHICLES MUST ENTER/EXIT THE SITE USING APPROVED
CONSTRUCTION EN7RANCES, IF NEEDED CITY INSPECTOR MAY REQUIRE PERIMETER
FENCING TO CONTROL SITE ACCESS.
J. INTERCEPTOR SWALES TO BE GRADED WITH MIN 0.50X SLOPE
4. SIL T FENCE TO BE RELOCA 7ED AS NEEDED.
5 TREE PR07EC77ON BARRIERS SHALL BE INSTALLED ALONG THE OUTER EDGE AND
COMPLETELY ENCOMPASS THE DRIPLINE OF TREES IDEN 77FIED FOR RE7EN 770N
PR07EC71ON BARRIERS SHALL CONSIST OF FENCING AT LEAST SIX FEET HIGH,
CONS7RUC7ED OF CHAIN LINK OR A LINE OF ORANGE COLORED 2"x4" STAKES
PLACED NO MORE 774AN TEN FEET APART CONNEC7ED BY HIGHLY VISIBLE
SURVEYORS RIBBON, AND SIGNS READING TREE SA VE AREA ".
6. SAVED 7REES WHERE CLEARING LIM17S ENCROACH INTO 7HE DRIPLINE SHALL BE
INSPECTED BY AN ARBORIST AND IF IT IS DETERMINED 7HA T 7HE TREE WILL NOT
SURVIVE 7HEN REPLACEMENT TREES WILL BE PROVIDED PER CITY OF RENTON
REQUIREMEWS
Z PRIOR TO ACCEPTANCE IN M&D PROGRAM, STORM SYS7EM SHALL BE 7ErLEWS10NED
AND CD PROVIDED TO CITY INSPECTOR
8. CONTRACTOR SHALL COORDINA7Ec W17H U77LI77ES FOR PR07EC77ON OF U77LITY
RELOCA 77ON PRIOR TO CONSTTUC770N N077FY ENGINEER OF RECORD OF ANY
CHANGES
UNOERGROUNO UTILITY NOTE
UNDERGROUND U77LI77ES ARE SHOWN IN 7HE APPROXIMA 7E LOCA 770N. 7HERE IS NO
GUARAN 7EE 7HA T ALL U 77L1 TY LINES ARE SHOWN, OR 7HA T 7HE LOCATION, SIZE AND
MA 7ERIAL IS ACCURA 7E THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING
WHERE CROSSING, WEcRFERENCE.S, OR CONNECTIONS OCCUR PRIOR TO 7RENCHING OR
EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DE7EcRMINE ACTUAL LOCA PONS, SIZE
AND MA 7ER1AL. 7HE CONTRACTOR SHALL MAKE THE APPROPRIA 7Ec PROVISION FOR
PRO 7EC 71ON OF SAID FA CIL177E5 7HE CONTRA C TOR SHALL N077FY ONE f9LL AT
8-1-1 (WASHINGTON8II. COM) AND ARRANGE FOR FIELD LOCA 77ON OF EXIS77NG
FACIL177ES BEFORE CONSTRUC770N
mob
BY:
BY:
BY:
BY:
R-393504
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
GRADING AND TESL PLAN
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
REDS«:
PAGE
DRAWING NO:
TP-01
SHEET-, 4 Of'.
27
Rl-
Q
I
❑
CV
Q
Q
I
T
Q
J
r
Q
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IL
�f'�itIei►�1� I�l1��IdI��3:iiI�1�
TU-)
V,'�r'J�
`- J
C)
1-
I
W
I-
J
4' PAIN
T DEPTH 2"- 4" ROCK
v
3
2'SETTLI NG DEPTH
1.i' SEDIMENT STORAGE -
T DEPTH 314' - 1-112" WASHED GRAVEL
CROSS SECTION
NTS
1'OVERFLOW DEPTH
OUTFLOW
CHANNEL IF
�-
9 1
1 5TAAX
CONSTRUCTED BY
EXCAVATION.
FILTER FABRIC FENCING
1.5' SEDIMENT STORAGE
2' SETTING DEPTH & V DEPTH OF 2"-4' ROCK, VD EPTH OF 14"-112' WASHED GRAVEL.
NOTE:
MAY BE CONSTRUCTED BY EXCAVATION
OR BY BUILDING A BERM
-
PUBLIC WORKS SEDIMENT TRAP STD. PLAN 211.00
DEPARTMENT
•;�,� IvLARCII 2008
STANDARD STRENGTH GRATE
FILTER FABRIC
- II IIII
CATCH BASIN -J
NOTES
1. CONDITION OF USE
1-1- SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNS LOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS
THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM.
1-3- THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE-
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE
CURB IS OVERTOPPED BY PONDER WATER-
2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY
LIMITED AND DISCOURAGED.
3. MAINTENANCE STANDARDS
3.1. ANY ACCUMULATED SEDIMENT ON ORAROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED
WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE.
'f YSTD
PITRI,IC W'ORWS FILTER FABRIC PROTECTION 'PLAN - 218'20
DEPARTMENT
MARCH 2O06
JOINTS IN FILTER FABRICSHALL BE SPU CEO
AT POSTS. USE STAPLES, WIRE RINGS, OR
EOU IVAL ENT TO ATTACH FABRIC TO POSTS.
R' MAX.
u
�
POST SPACING MAY BE INCREASE❑
TOW IF WIRE BACKING IS USE❑
2'Lx2" BY 14 Ga. WIRE OR
EQUIVALENT. IF 5TAN DARD
STRENGTH FABRIC USED
FILTER FABRIC
�- MINIMUM 4"x4" TRENCH
BAG KFILL TRENCH WITH '
NATIVE SOIL
2"x4' WOOD POSTS. STEEL FENCE
POSTS, RE BAR, 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.
_C�IM SI EVE SIZE(0-6CrC. 19 mrNjj FC R 31 LT F I LM
AO5 (ASTM 0.751I
50 1W SIEVE SIZE (0-30 C.15 VArvl) FCR QTH ER FABRICS
WATFR PFRIVITTIVITY I. STM D411;
fl. ll75FC.'•-1 MI N I MI PM
5KAB I ENSILE S I R EN C H I WI I M 17L6321
18C LBS. M1 N. FOR EXTRA STREN GH F.AS RI C
.0 LBS. h11N-FOR STANDARD STRENGHT FABRIC
GRAB TEN S I LE ELO N GATION •;ASTM D4632I
30',ti MAX.
I II TR VInI ATF RESISTANT �"TI41 f#.WSi
717?f 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:1 V
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM S 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 5 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
PUBLIC WORKS SILT FENCE STD. PLAN - 214.00
DEPARTMENT
MARCH 2O08
Q
LEVEL BOTTOM
'a 1' MIN
-
2' M1N-
SWALE SPACING DEPENDS ON SLOPE GRADIENT
2:1 MAX. SLOPE
NOTES
1. CONDITION OF USE
1.1. REQUIREDAT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1-1-2- AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW -
AVERAGE SLOPE
SLOPE PERCENT
FLOW PATH LENGTH
20H:1V
3-5%
300 FEET
10TO20 H:1V
5-10%
200FEET
(4TO10)H:1V
10-25°%
100FEET
(2TO4)H:IV
25_W%
50FEET
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP.
2-2. CONSTRUCTION TRAFFIC OVER TEMPORARY $WALES SHALL BE MINIMIZED-
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3-2- F THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANDIOR FREQUENCY OF THE SWALES SHALL BE
NCREASED-
1� STD. PLAN - 217.10:
�7 PUBLIC WORDS INTERCEPTOR SWALE
DEPARTMENT
MARCH 200B
1 REWSED DRIVEWAYS, SSMH 2 & SELECT SERVICES
2 ADJUST LOTS 6-6
3 UPDA TED CURB RAMP PER CITY COMMENTS
4 WATER UPDATES PER FIELD CONDITIONS
5 REWS1ONS TO EAST END OF ALLEY (SW 3RD CT)
NO. REVISION
m
DRIVEWAYS SHALL BE PAVED TO THE EDGE
S
igOpCON
OF R-O-W PRIOR TO INSTALLATION OF THE
STRUCTIO N ENTRANCE TO AVOID
DAMAG NG OF THE ROADT AY
-�
IT IS RECONIPA EN D ED THAT THE
R = 25' MIN.
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
r�
�Y
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT, AS
PER CITY ROAD STANDARDS
4"-B' QUARRY SPALLS
GEOTEXTILE
12' MIN. THICKNESS - 4 _1 �� PROVIDE FULL WIDTH OF
NOTES JI IN GRES5;'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-
GRABTENSILESTREBNGTII(ASTMD4751)
20DPSI MIN.
GRAB TENSILE ELONGATION (ASTM D46321
30K MAX.
MULLEN BURSTSTRENGTH (ASTM ❑37E6-WA)
400 PSI MIN -
ADS (ASTM 34751}
20-45 (U.S. STANDARD SIEVE 51ZE)
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAYBE 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 $PALLS 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 REMOVED 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.
PUHLIC 1VORKS STABILIZED STD. PLAN - 215.10
+ '+ DEPARTMENT CONSTRUCTION ENTRANCE
`f0 MARCH 2O08
2:1 SLOPES
I
i
1
l
I
ROOK MUST COMPLETELY GOVER THE
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
B
L _r
2"-4" ROCK
NOTES
1. CONDITION OF USE
1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS.
1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT.
2. MAINTENANCE STANDARDS
2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.3 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL
DESIGN CAPACITY.
2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION
HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET-
1� J
PU13LIC WORKS CHECK DAMS SPACING AND STD' FLAN - 217.40
DEPARTMENT CROSS SECTIONS
,q f MARCH 2O08
LMT
412118
S'RNSY MOH EVENS, PLS
�
AS NOTED
LMT
5122118
DESIGNm:
SHAWN COOPER
LMT
6115118
SDC
7110118
SHAWN COOPER
ONE INCH
AT FIlf L may, F
IF NOT 0 NCH
SCALE 1CCOMNMY
CH
8/10/18
CHECI MI
BREfr K. PUDMS, PE
BY
DATE
APPR
APPwluo:
BREF K. PUDI51'5, PE
POLYETHYLENE CAP
PERFORATED POLYETHYLENE
DRAINAGE TUBING, DIAMETER
MIN. 2' LARGER THAN
DEWATERING ORIFICE.
TUBING SHALL OOMPLY
WITH ASTM F667 AND
AASHTO M294.
PROVIDE ADEQUATE
STRAPPING
CORRUGATED
METAL RISER
WATERTIGHT
COUPLING
TACK WELD
1
S' MIN-
3.5' NIA.
DEWATERING ORIFICE, SCHEDULE
-40 STEEL TUB MIN.
J` DIAMETER AS PER CALCULATIONS
18' HIN.
ALTERNATIVELY, METAL STAKES
AND WIRE MAY BEUSED TO
CONCRETE BASE
PREVENT FLOTATION
ON
2x RISER DIA. h1=H.
PUBLIC WORKS SEDIMENT POND STD. PLAN - 216.1D
+;� + DEPARTMENT
RISER DETAIL MARCH 2008
H°I W3/I I CITY OF
REN TON
DATUM
Planning/Building/Public Works Dept.
UNDERGROUND UTILITY NOTE
UNDERGROUND U77LI TIES ARE SHOWN IN THE APPROXIMATE LOCATION THERE IS
NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA77ON,
SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR
PRIOR TO TRENCHING OR EXCAVA77ON FOR ANY PIPE OR STRUCTURES, TO
DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL
MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE
CONTRACTOR SHALL NOTIFY Qp[-CALL AT 8-1-1 (WASHINGTON811. COW) AND
ARRANGE FOR FIELD LOCA 770N OF EXIS77NG FACILITIES BEFORE CONSTRUCTION.
R-393505
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY-
BY -
BY:
BY:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
TESL DETAILS AND NOTES
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
PIGS:
DRAWING NO:
TD-01
5 27
���ik�i�ll�7�►l��li'1�H;7i1►1�
NO
SIGN MQUN7ING SHALL
NO
PAMIC
BE ON METAL POST PER
PANG
TWE
COR STD. PLAN 129
ANY
nMe
24"
V)
cza
MIN.
min
cn
Q CLR.
"' u,
z a
z o
U U
�U
O
U U
TOP OF CONC. a2i
w
z
SIDEWALK _
Q a
48"
II
TOP OF GROUND
a cz,`
OR TOP OF CONC.
{-
F-
SIDEWALK
a
■
° a
■
C° DEPENDING ON SIZE OF
rl
■
SIGN AND NUMBER OF
N SIGNS
ON POST (TYP, )
POST BEHIND SIDEWALK POST WITHIN SIDEWALK
NOTE:
LEGIBILITY
DISTANCE SHOULD BE AT LEAST
40 FEET
PER INCH OF
LETTER HEIGHT.
TYPICAL SIGN INSTALLATION
DETAIL
S2Y
ADOPTED
CITY OF RENTON
shy +
STANDARD PLANS
LAST DATE: M02
�O6f0
SP PAGE G012
BEGIN ROAD 1+07.57 10+34.28 1 '
IMPROVEMENTS 10.00 LT �0.
10.00 RT SEE DETAIL ON
3 3 SHEET RD- 01
40' L=38. 75'
_ 0+74.58 I1 SEE DETAIL ON 0 1 =
r !NT 1+43 31 ALLEY 1 SHEET CP-01 0
_ �� �� = 10+0000 ACCESS *EST � +� � NEW MAILBQX
INSTALL NEW MONUMENT 4
1+7Z58
r
10.00 L T 5 T. ' 1
5.5' % 1
WO PARKING ANY TIME" SIGN
SEE DETAIL ON
PER COR STD DETAIL G012 '
1 _
SHEET RD-01 1Q LANDSCAPE & '� _ ~ (
TYP} SIGNS NO MORE THAN
/X _��oo UTILITY EASEMENT c� _ 60' APART
Nt
1 + 15.03 " y �o . SEE DETAIL ON 20+35 74
r N _ 10` 00 L T
�. 7 SHEET RD 01 1 _
10.00 RT ""'� Dy33 - '� SEE DETAIL ON
16'DRIVEWAY iy 2�pp• i� d=913453" =1 r SHEET CP-0]
�9S ► R=24.92' , n`
if L=39.63' NEW STREET SIGN Q 1
PER COR STD PLAN
1+63.027. 1, 3+37.12 '
1+ 43.72, 16.2' RT 1Q�00
16 DRIVEWAY _ 20+30.28 it '
'
3 1
10' PRIVATE STORM
DRAINAGE EASEMENT , ; •.: - '
2+1312 d=884879" �� ' TOWN AND COUNTRY CLUB
1aO0RT R=25.00 BUNGALOW SITES
12 16' DRIVEWAY 1 L=36. 75' 1 V. 1 9/P. 2 1
5' SIDEWALK (TYP) _ 4+07.22 r
I SEE DETAIL ON '
2+63.12 SCHEMATIC _ _ �� ' 6.00 LT Jl SHEET RD-01 '
10.00 RT DRIVEWAY RAMP •�• � 0 � 5
16' DRI VEWA Y (Ty°) 1 '
it 3+ 13 12 �y '
10 00 R T - _ �,►p
16' DRIVEWAY NEW STREET SIGN_
fl PER COR STD PLAN 134
STA 20+19.53, 1&5'LT
3+62.62 ro '
RT r
15' DRI VEWA Y � END ROAD
4' RAMP AT � .rl . � � N 7py329 IMPROVEMENTS
1'
' T7-!IS L OCA T70N
' HOLD SIDEWALK BELOW TOP
INT 3+72.86 ALLEY OF CURB A T THIS LOCATION
' = 20+00.00 ACCESS EAST 5+0a 79 '
! INSTALL NEW MONUMENT NO PARKING ANY TIME" SIGN � �
PER COR S7D DETAIL G012
SIGNS NO MORE THAN ' �L
60' APART _
EA14L1NGTON
4+ 16. ]2 fi PROPOSED
V. 14/P. 7 1000 RT TYPE III BARRICADE
16'DRIUEWAY 4+69.12 PER CDR STD DETAILS
H018 & H018.1
Nf7TEE
1. NEW STREET SIGNS ON SW LANGS►ON ROAD SHALL BE LOCA TED BEHIND
EXISTING SIDEWALK FIELD FIT LOCA 77ON AS NECESSARY.
2. NEW 740 PARKING" SIGNS SHALL BE MOUNTED ON METAL POST PER CDR STD
PLAN 129.
J. DRIVEWAYS AND ASSOCIATED DRIVEWAY RAMPS TO BE PER CDR STD PLAN
1 104.1 & 104.2. SIDEWALKS AND RAMPS TO MEET ADA.
UNOERGROUNO UT/L/TY NOTE
UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS
NO GUARANTEE 7HA T ALL U 77L1 TY LINES ARE SHOWN, OR THA T 7HE LOCA 77ON,
SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL
INDICA TED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR SRUC7URES, TO
DETERMINE ACTUAL LOCA77ONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL
MAKE 7HE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE
CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHING►ON811. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXISTING FACILITIES BEFORE CONSTRUCTION
7 N 16' DRI VEWA Y
a
1 REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES LMT 412118SCAM
suRuErm: ITCH EVENS, PLS vncu: NAVD 1958
2 ADJUST LOTS 6-8 LMT 5122118 OESMM: �AS NOTED RORIZOWAL• MD 195.3/1991
3 UPDATED CURB RAMP PER CITY COMMENTS LMT 6115118 SHAWN COOPER
4 WA TER UPDA TES PER FIELD COND177ONS SDC 7110118 ORNNW.
SHAWN COOPER ONE wai DATU M
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT) CHW 8/10/18 CHECKM. AT FULL
SWa
BREFT K. PUDISTS, PE IF WT OW RM
NO. REVISION BY DATE APPR
BREIT K. PUDISiS, P
1 27
9/18/2a
CITY OF
RENTON
Plan ning/Building/PubliC Works Dept.
R-393506
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ALIGNMENT PLAN
AS -BUILT
9/18/20
PAGE
AL-01
r: 6 OP
CV
r
a
a
Q
r
IL
�f'�itIei►�1� I�l1��IdI��3:iiI�1�
Q
a
ry................ j...r ....--,�-....---- .
:.. INT 1+75 41
�. ..................../.. r........�........... . .
r I ;V SW LANGSTON RD
/.-..-FxCa.$v3s = ►• r- = r1+49.12 _
.. .........
RIM W . T-1 LID.. �l ACCESS WEST ` I ~ ..................... ►. ...... f .��.........� EX SDMH 8028 T-11 48" EX C8 8055 T-1
W T-1 LID RIM 109.22 `
-`•' :':t;<i- --'.'- .'- .RIM. 125.52 -. - .. - ..._ RIM 119.69 6" CONC IE 104.92 (W I I
.. ..
12" CONC IE' 12D.' 93' -(W �' .. •'� . • - • j _ 12" 'ONC IE 115.09 (W 4 " CONC IE 104.90 (S)I
CONC X. 120 79 (E f ► 12" CONC IE-r f5.Q5 (E 10" CONC* IE 104.16 {E}
■ �+-- ---- --------- - -
. `.. i ... ,+... ... r .. _ VERIFIED
SDMH y- .... - ► '.'
SDMH 8032 T-II 48".................
..... yr.:............. :.:..�1......�- ......� _ i
❑ ........... �� I +
.� T-1LID _��.::::::;__:..�::,.................'r.....--.-..-.--.-... �.-.--.-' �• .. EX CB8054 7-1
�..1.....'.. '. ,�...�
:a.-::;:.::- y.......... i
RIM 133 56. : : Wt^ �� RIM ]08.76 - II EX SDMH 8056, T-11 48"
IJJ 12 CONC IE 127.54 SW) - �".' • '. ' : ......` 1 : ; .- y ................. ►...... ......... - . � .. - � 4 CONC IE 107.57 (N) , RIM 104. 78
i ..• I.• �� II
'�--- ....
:: ' ;.; . • .. SSA .. t.. .. . - * IE 100.53 (W)
12" ADS IE 127.45 �W} >� � '�; � r , i .:
1 - -.
f-'. 6" DJ
12" CONC IE 127.29 (NW) � 1 - `� .. �,+`.z;= Yt i ..'. � .... '/. �-;�. - .. - . - - . - .. `�-�.. - .� � � 12" CONC IE 100.52 (S)
� I
J ' Y _ 1 F I I ... I. *VERIFIED
12" CONC IE 126.97 (E) P -� ri;...... ....... I ............�? �. ........ ......
' ► �. I W
'�• p,,�� Sp ,f ` INT 4+04.93
............'.'.'..'.'..�...... �.......� ....'.r...... ^..... �� _ I SW LANGSTON RD l
-.-.-.-.--.-.-.-. . W.. . .. �!. _ - 21+56.53 CB 2 TYPE II-6D"
.. -- -- - - j--
■ �` EX �' _::: ■................... S'.......... 5f3. ■.... ACCESS EAST TEE & RISER
H94! r r .............. . ... i..'1 . W. .. DET ON RD-07
' �] I - _ 2B - "Y" - ,►ter ` .. �� $ ' ► ' ' ■........ ..... I. ..... :3y� .. ■. 3 53, 15.76' RT
a y................. ■ . � +37:6. - 9&L01 .�,;. f w
!-�•.r-: •.: . y... .. . '�.. ti.. .� � -E-B9f'S-{IN-S) BS:�'
.-
EX r ► �_�. ........ . � ■.... �, • ►'.......'.'...S E�9 r{OUT-E) 8&64
HOUSE 1 ► ! SEE DETAIL ON 1 1 ti� _ �� ��_�• �.,•:.:.>r.::.;::...... - y ■ v' .'
#4EX
01 ►.! SHEET CP ❑2 x S2• _ `..:.:� ' i �► E-(IN-W) 94.34
' ► .' I
■
r ` .;9.,..::_ �1 ;► r...': `. r.....'�.........► W142
CB 1 TYPE 1
AN TIN - -
1 ►1 I j TR St ❑ CURB AND �` ;..: .
► .i1 WARP SIDEWALK T❑ _, / �,� �. . . . t nn no
' 1 I - i.'._._-' RIM�r92.43
�+ MATCH EX SIDEWALK , . r►
/' . EX '. ,.:..: ��- ■ ■ 18" IE IN-W 8FL42
ALONG SW LANGSTON wM / .c..,.:_: <.:.. t. �.'.'. t'.... ... ►..
Qi .:_ .i -� .. ■ ..........-;c - ■ . 12 IE OUT-E 8a48
1 =<, RD. REPLACE SIDEWALK �....;.>= .RIM 95.49
fir, ► � �•._.:.,;s,•:-: �............�... .. i.'-'.'.'.. ... `..► 4;s ►... �
•^3 1 24' & CURB TO NEAREST 141 ; •:. y .. p0 ► ...... SS '$�'
1 6"PVC J❑INT. 2t7 " .. - .... - .. - .
EX
f.
a
YARD DRAIN 0 1 , ► 2 ► S = - :. 1 . .
STA 10+40.00 12 L T p •. ?:'; r
lb
�'..
.. ....... . ` { s 4
1 _ -� :...:..:
7i 1 RIM 11a46 (ABf � er .'�i I ►_ _�.� '�. j ........��.:.. .a.. �:,I � • _
1 6 PVC IE 112.74 (E) (AB) .J - _
EX WOOD ►� r +ram^ ,y / , EX .SDMH Bn21 T II 4$" ,__ ���► ....r....... •
1.
/1 '` g CB 9 TYPE {� �.� RIM 702.90 EX �. ► _ 18, CPEP. _
FRAMED / 1 12"CDNC IE 1n0.37 W 11 `S2' .... �.... .. �'.'
GARAGE BI-DIRECT70NAL i / I f ( )
-. .y.............
r INT 10+00 D0 1 VANED GRATE �, j 12" CDNC IE 100.22 (N) i y �� ;; .:; S,c00 SSA W
OPEN CURB FACE �"p ► ► 12"CDNC JE 99.99 E ■ 1 !` ►;:►...►
1 ACCESS WEST 1 () ► `....
1 = 1+4331 ' �10+35.94, 9.25'RT / ► ■ ter- :_.::...-.�1 -.. .,..- rt................ ....... �S5 -W
' 1
ALLEY - ► RIM 44�-116.93 / p� ► r - .� t - .-
_ 6" IE +".40--(IN- W)11146 / ' �- _
12 IE +H-94-{OUT-S)111.91 �3 j - r ■ r' 1 �: 1:'.:;''`�` / SS W_
= SS - `��' 1 - r ■ y i 1 SEE DETAIL ON r „ • .. -SO .. - . - - -
j CB B TYPE 1 / y Lr SHEET CP-02 , ,n - --EX I• - ' _
�OyP� 4O 1+51.86, 9.25 RT +► r.��. ;► y/ ,1 NDCBU X WM SS
RIM l-f& &2-116 43 (MAILBOX)
I-A 00'"IE{IN-N) fff.57 OVERHEAD POKER AND �: i i I 1► 1•,� ■ 1 _ LSD
I fi IE+ff-+7-(1N-SW) 111.68 1 ;� ► ry I
FRANCHISE LINE TO BE r 4 •'�^', ►
12" IE {OUT-E) 111.60 RELOCATED UNDERGROUND i Air r- ! � � _ WARP SIDEWALK
CURB AND REMOVE EX.
a;: WARP SIDEWALK TO '
rf _ ►y, ,. - _ ' ► OUTSIDE OF ROADWAY C B 5 TYPE 1 , 5 1 "� MATCH EX SIDEWALK 12 CONCRETE SD
10' PRI VA 7F �4 2 +32. fi3, 4 T � 1 a r' ALONG SW LANGSTON ' STORM PIPE _
EX 10 INGRESS U 77LITY EASEMENT RIMa-&`r - I RA. D REPLACE SIDEWALK
EGRESS AND ' /y + (TYP} YARD DRAIN ■ 12 IE{IN-S) 89.E ► r CURB TO NEAREST EX SDMH 7699 T-11 48"
a U77L1TY __ rSTA 20+19.84, 16.7 L 1 6-IE 9&--fIN-SW}9R4Q r t F, r JOINT. RIM 87.28
/3' " ► p PROTECT WM AND 12" CONC IE 77.80 W
Q RIM 9Z35 (A6} 12 IE-69 �nUT-E)s9. • ( )
�] EASEMENT REC. .;:'` - l ■ " ::,..•. .� SEROCE CONSTRUCT?❑NG 12" GONG IE 77.74 (E)
NO. 8711060883 _ � ;� / 6 P1� IE 9, 08 (E) AB) 19=6" PVC ► {�
8 ►°�� 60PVC IE 9.103 (SW� (AB) INT- 20+00.00 r ■ y■ 1 1b1 ``` ► EX ,
r' 12=6 Pv- \ _ 1 6 PVC IE 92.86 (N) (A@} ACCESS EAST 8f ' ; ► _ -' HOUSE '
_ � � �D� PRIVATE = 3+7286 t ■ - #221
�
o STORM LINES ALLEY ► ► °' 1
17 STA 1+51.86 19RT
YARD DRAINS I ^ 3 ■ r (TYP)EX CONC.
RIM 117.86 (AB) `L r _ � �• � � -sip- -� ,- 14■ ' •` ' BLOCK WALL
1
B�PVClE 11.x95 (S) (AB)
s PVC lE 11.x94 (N) (AB) r �..:. p-_ CB 4 6)C6 FIL7FRRA
► / ate_ e, � _ I a� _ -
♦ 3-1-$0.$9, 34.45'LT TOWN AND CGLINTRY CLUB'
- " Y4: _ _ RIM 99�T 94.39 BUNGALDW SITES
EX 6' TALL 1+57.02 10.00'RT 10'PRIVATE STORM _ °'' .•� 6" - f r
WOOD FENCE CENTER OF TYPE DRAINAGE EASEMENT �� _ '� �- r _ '�- _ f .�": 12 1E-89r BOUT-) 89.85 ' V. I 9/P.2 r
PARALLEL A CURB ► �T'r�a �l �_ - 12" IE{OUT-N) 89.84 1
i RAMP PER W5DDT (7YP} r rr a_ V 1 _ 2j, �- p� SEE DETAIL ON RD-v7 '
► STD PLAN 1 r ► 3 0�, ��
5o=s�PVc
4d♦' 1 r x a
? F-40.12-03 r i �►_ _ ry l ' 6
► 1 2 I TORM DRAIN I �L. ► I t.. •, '_�, . '
CMU WALL OONl j j CONNECTION TYP _-- _ S, TOP 89.9 01
W 3 BFNC ► 1 f 1 50 = 6- PVC C B 7 TYPE 1 ' - I E TOE 89.8
,♦ i i ► 2+95.14, 9.25' RT t ► '
��. ► I RIM ¢ 10102 Y :;: p TOP 89.1 1.9 PROPOSED TYPE III ► ► ► I 9&m86 ► ti' " ;:: Y O TOE 8Z2 CULVERT
EX 6'
ALLEY
'' EX WOOD
FRAMED
' SHED
BARRICADE PER CDR STD
END PIPE
♦♦ ► r r r `�' 1 I y `y - TOP 86.4 DETAILS H018 & H018.1
■ f r _ 2 PER COR STD. PLAN 221.00
�, ♦♦ j r 12" IE {0UT-E}9� ' 10 _6" PVC 0'S,o 1 TOE 84.2
► ` r r , 1 TDP 82.1 d 6 2.1 TDP 75. 8 N=178032. 74
► �� ► f ► YARD DRAIN frg� ]2" CPEP T0E 81.5 TOE 73.7 E=1297271.02
`♦. i 1 f ► STA 2+95.10, 19 LT 69' TOP 771
RIM 74.01
`■ ► ► y i RIM 10.is93 (AB) OVERHEAD POWER AND ► � � TOE 76.5 0.6 12" IE �h(IN-W)
�� ►■ v ► 6"PVC lE 99.54 (S) (AB} FRANCHISE LINE TO BE 1 72.47 J
► �`� `� i 6"PVC lE 99.03 (W} {ABj RELOCATED UNDERGROUND 1 - 4 I 12" CPEP I
OUTSIDE OF ROADWAY
� .� � ► � 1 r 6 PVC lE 99.03 (Nj (AB) , L � - � � ♦I' � � �
X `■ 1 +1 1 r r { 7 -6" PVC �� - ► y s ' /�
MAX IMPERVI❑US AREAS
S17E ADDRESS-
303 SW LANGSTON ROAD
LOT AREA:
5,677 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65X MAX):
3,690 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF-
S17E ADDRESS-
307 SW LANGSTON ROAD
LOT AREA:
5,511 SF
MAXIMUM 1MPERWOUS SURFACE
ALLOWED BY ZONE (R-8, 65X MAX):
3,582 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF
S17E ADDRESS-
311 SW LANGSTON ROAD
LOT AREA:
5,430 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65% MAX):
3,530 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF
S17E ADDRESS.
315 SW LANGSTON ROAD
LOT AREA:
5,510 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65% MAX):
3,582 SF
RESTRICTED IMPERVIOUS SURFACE. •
2,774 SF
S17E ADDRESS.
323 SW LANGSTON ROAD
LOT AREA:
5,963 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65X MAX):
3,876 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF
•♦ ► 1 r ❑ r r 15-6 PVC ► ►►�� ' ♦, /
YARD DRAIN ►�� ti
STA 3+52.65, 19 RT ' _ --► __ _ lC/
i 1 ►�1 r RIM 9&87 (AB)
r 6 PVC 1E 9a 94 (E) (►�) f
6 BFNC ► ► ► ► r
E. END 6-PVC E9Q90 (W) (AB) CB 6 TYPE/
`�► ► ♦`� j ♦` ► ` RIM 4- 94. 7 i 3+91.57 10.00' RT��- r. I
► ►♦ \ ► ♦♦ \ I J ♦ CEN7ER OF TYPE ► ► - - 20+02.58, 115.4❑ RT.
♦♦ ♦� \ . . t 1 g` �� J , 12"IE-9 e-(1N-W)9a08 - iL, t r - k
� PARALLEL A CURB r �
■� ■� •�� `� >> N 6-IE-4 9- IN-W) 9R80 RAMP PER WSDOT 3,7'-6"PVC w RIM S 76.45
7� 81 7�
-. '♦ � '. ► �� ► $ 1 ► 12" IE�B:-r${OUT-N}9Q 121, � 1 ► S7T1 PLAN 14 i � 12 IE��IN-S) � y- -
■� •� •� ►' r 1 ► k`-12" CPEP 12- IE�{OUT-E} 72.76 f
� . � ► F-40.12-03 ►
•■ •■ ,� •► ♦ ► 4110 , .- / ► cB 70 TYPE I f
EARLINGTON �� �� ■ ♦ 1 1 ►
`. ►_ Y RD DRAIN STORMFIL TER
V. 14/P. 7 _ 1 1 ► $ r'■ 2 7 ►
�`• ��■ `• - ■ •' I ► $ i ,4 `♦ TA 4+99.27, 19 LT a 4+88.16, 8.84' RT ►
•`•■ •'� -. ��♦�•♦�� I ---------■ r f i ►�I RIM 77.81 (AB) 10-6 PVC s ► RIM 1 {I`;..►
f r&� 78.09 , -N
CLEAN❑LITS
LDT
►41M
IE
I (YD)
-1-1•1s6*
2
112.209-
3
109.05
4.94-19-
4
104.2
9g e
5 (YO)
9626
6 (YD)
7750L 95
-4.6
7 FG-r-3r
B
90.31rB-
B (YD)
f
91-e
9 NOT
AT
1 D (YD)
fft
96. 6
r r NOTATyes-f-r-
FG
5
12 Nor
FQ
T } i�
0
13 (YD)
-0f;L9
�■ -1 1♦-�♦♦�� `\ `♦� -r_ ~�_ - ► j 1� ■'-`•' 6PVC IE 74,04 (SE)((AB) ►► I� ■+ 12(❑UT-N) 72.56 7 P,
�`�� -� '•`-.` �'�`: '-_ i i I ► ► 7 �' 6PVC IE 74,04 �N) (AS) II 1
■ . `- ♦ `. �`._`- ■ ► i 1 60PVC IE 74,03 5 AB2 r2
I 1 i rr
----------------
'SEE PLAN (AB) ♦♦ ■ ♦ ■ ♦ ♦♦ ♦ •ti ♦■■■ ► ` ► <`� I 1 Pu
' '► \ ♦, ♦\ ���� ����■♦ �` ►t `t +6 /, I 1 + j it w��0 K WAS
H�7S
100.6
*SEE PLAN (AB) EX /� ■_�♦� �♦ ��� ►■ y1'C ■ f �'0 37925
*SEE PLAN {AB) / BUILDING /� ��♦ `♦♦ Ir ! I ly j IFS Cl
*SEE
fi i r �♦ i i i �� k�
SZ20
*SEE PLAN (AB)
91671
1
REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES
*SLOE PLAN (AB)
2
ADJUST L07S 6-8
IM43
3
UPDATED CURB RAMP PER CITY COMMENTS
4
WA TER UPDA TES PER FIELD COND177ONS
r 1Q53
5
RE149ONS TO EAST END OF ALLEY (SW 3RD CT)
*SEE PLAN (AB)
NO.
REVISION
LMT
4/2/18
SURVEM:
ITCH EVENS, PIS
Boom
AS NOTED
LMT
5/22/18
OESMED:
SHAWN COOPER
LM T
6115118
SDC
7110118
°HAWK`
SHAWN COOPER
ONE rm
AT FULL Swa
IF WT r
� Y
CHW
811011$
rCHECKED
BREff K. PUDISTS, PE
BY
DATE
AP P R
P "�`H gREIT K. PUDI515,
� 1► l
r 9/18/z�
Namomm.wa i mpni CITY OF
RENTON
DATUM '
Plan ning/Building/Public Works Dept.
N
SCALE: 1 " = 20'
0 10 20 40
NOTE
NEW DRIVEWAYS, CURB, AND SIDEWALK
REPLACEMENT ALONG SW LANGSTON ROAD
SHALL BE DIED A PIGMENT TO MATCH THE
EXISNG SIDEWALK.
FL❑W C0NTR0L BMP N❑TE
303, 307, 311, 315 AND 323 SW LANGSTON ROAD ARE USING RESTRICTED
FOOTPRINT AS THE FLOW CONTROL BMP.
223, 227, 301, 309, 323, 329, AND 335 SW 3RD COURT WILL BE REQUIRED TO
CONFORM TO THE SMALL LOT REQUIREMENTS FOUND IN SEC77ON 1.2.9.2 1 OD
THE 2017 RENTON SURFACE WATER DESIGN MANUAL.
1. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED
2. UNLESS OTHERWISE SPECIFIED, USE FRAME WITH VANED GRATES ON ALL
PROPOSED INLEM AS SHOWN IN CITY OF RENTON STANDARD PLAN 204.00.
,,I USE LOCKING COVERS AND GRA TES ON ALL CA TCH BASINS
4. CONTRACTOR TO VERIFY WATER MAIN DEPTH PRIOR TO INSTALLING STORM
SYSTEM.
5 CB 10 SHALL BE STORM FIL TER SEE DETAIL ON SHEET RD-OB
fi CB 4 SHALL BE RL TERRA, SEE DETAIL ON SHEET RD OZ
Z WALLS MEASURING OVER 4-FEET FROM BOTTOM OF F4477NG TO TOP WALL
REQUIRES SEPARA TE BUILDING PERMIT.
a B" STORM SERVICES TO BE AT 2X OR GREATER.
UNDERGROUND UTILITY NOTE
UNDERGROUND U 77LI77ES ARE SHOWN IN 7HE APPROXIMATE LOCA 77ON THERE IS
NO GUARANTEE 7HA T ALL U 77LI TY LINES ARE SHOWN, OR THAT THE L OCA T7ON,
SIZE AND MA 7ERIAL IS ACCURA 7F THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC7701VS OCCUR
PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR S7RUC TURES, TO
DE7FRMINE ACTUAL LOCA ?TONS, SIZE AND MATERIAL. THE CON IRA CTOR SHALL
MAKE THE APPROPRIA7E PROVISION FOR PR07EC7701V OF SAID FACILITIES 7HE
CONTRACTOR SHALL N077FY ONE f9LL AT B-1-1 (WASHINGTOI(811. COM) AND
ARRANGE FOR FIELD LOCA 77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUCTION
R-393507
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD AND STORM DRAINAGE PLAN
AS -BUILT
9/18/2D
PAGE
DRAWING NO:
RS-01
SHEET-. 7 27
OP
CV
0
Q
I
T
Q
J
r
Q
Q
T
IL
�f'ZitIei►�1� 1+>Il1��IdI��3:iiI�1�
1313
120
11D
IDO
SD
70
Of65 1 f0O
F-c ZNA
3 f 00
1
REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
LMT
1412118
2
ADJUST LOTS 6-6
LMT
5122118
3
UPDA TED CURB RAMP PER CITY COMMEN IS
LMT
6115118
4
WATER UPDATES PER FIELD COND177ONS
SDC
7110118
5
REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
CHW
8110118
NO.
I REVISION
BY
I DATE
I APPR
4 f 00
UNDERGROUND UTILITY NOTE
UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE
LOCATION THERE 1S NO GUARANTEE THAT ALL UTILITY LINES ARE
SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL 1S
ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR
PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR
STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND
MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR
SHALL NOTIFY DNE C&L AT B-1-1 (WASHINGTONBII.COM) AND
ARRANGE FOR FIELD LOCA T7ON OF EXISTING FA CIL1 TIES BEFORE
CONSTRUCTION
MCTCH EVENS, PLS NAVD ISM
oESICNm:
AS NOTED WRIZ°MA` W 1983/1991
SHAWN COOPER
DMWN:
SHAWN COOPER ONE INCH DATUM
C1ECICED AT FAIL SCALE
BREIT K. PUDMS, PE IF Nor GCE WH
APPROVED: SCALE ACCORDINGLY
BRETT K. PUDISM PE
9/IS/zw
CITY OF
REN TON
Planning/Building/Public Works Dept.
5f0D
1.313
12D
IID
1DD
SD
70
5+75
R-393508
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD AND STORM DRAINAGE PROFILE
AS -BUILT
9/18/20
RP-01
T, S 27
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T 3❑
T 2❑
1 TL7
10❑
9f 75
zln w
41
R
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LOW PT STA: 10+35.94
LOW PT EL: lI Z 10
PW STA: 10+45.00
PVI EL: 116.59
50.00' VC
a.003C 2.00� - Ong
0/1
la-k=== _=0�--lk
o.�8z
PROPOSED
SEWER MAIN
CB 8
RIM ! F6-62 116.4.3
12" IE # (1N-N)111.57
6" 1E f# {IN -SW) 111.68
12" 1E {OUT-E)111.60
7 O f0O
0.5' MIN
CLEARANCE
WITH 6"
ETHAFOAM PAD
CB 9 TYPE/
81-DIREC7I0NAL VANED GRA TE
OPEN CURB FACE
RIM-1-f6-g� 116.0
6"IE ff*.-944 IN- WAM!ff
12" IE-fH -94-(OUT-S)111.92
ACCES613 W4'�--_v
T
E C,A L E: 1 "= 2 0' H, r
�i �S, ^ ry
1 1 f 00
oln �
H9
1 3O
1 2O
ITO
100
1 7 f 74
1❑0
100
EXIS77NG GROUND
0r2 a 0 PIPE TYP
�®7p�
9 ❑
-ra' ®&&m a42x 90
08 7 TYPE
RIM
18" IEIN-W)8a42
12" IE OUT-E) 8a48
CB 2 TYPE 11-60"
8 0
W/ TEE & RISER S
PER DET ON RD-07
RIMS8-3 9 0j
12" IE-894AS- f IN-S) 89.32
18" IE-89=25-{OUT E) 8&84
EX 12" IE{IN- W) 84.34
3
EXIS77NG GROUND EL
a�
0 PIPE TYP
ry
Ste' LAN[�STOI�J
14D [7LITFA,LL
A
a
70
70
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oa U) rn
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3Of�O
31fDO 31f5O
I �
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1 REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES
2 ADJUST LOTS 6-6
3 UPDA 7ED CURB RAMP PER CITY COMMENTS
o
4 WATER UPDA 7FS PER FIELD CONDITIONS
u
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
Q_
NO. REVISION
U3 dal
C 2020 THE BLUELINE GROUP
17 El
1�0
0. 5' MIN
CLEARANO
NTH 6"
ETHAFOAM
PAD
II W
z
JI
► 117 nn!K 2. C
CB 6 TYPE 1 I I
RIM E 94. 7 7 I
12" IE SIN-W)9a08
6" 1 M80 (S)
1296 OUT 49p 12
L'I_•IJ,'1
7 9+75 20+00
wR5
PROPOSED GRADE *+- I- + cb
ai
0 ROAD TYP
Z II W
EXIS77NG GROUND
® ROAD TYP 150�
4.24%,
r 0.5'MIN CLEARANCE 1-11�r---
WITH 6 E7NAFOAM PAD ___ " V
=12" CPEP
{ J 105Q 50%
CB 4 69(6' FX TERRA
RIM
12" IE 9"9-ON- W) 89.85
12" IE- S (OUT-N) 89.84
SEE DETAIL ON RD-07
—41-12"0$.4?* 000%
CO 5 TYPE I
RIM 9 $. ES— 9,02
12" IE 69:9L-(IN-S) 89.86
6" IE (IN -SW) 90.40
12" 89.85
I
ACCES E
EA:ST
E jr--.A L E: 1
"= 2 0'
H, I"== 5' v
UNDERGROUND UTILITY NQTE
UNDERGROUND U77L177ES ARE SHOWN 1N THE APPROXIMATE
LOCA nON. THERE 1S NO GUARANTEE THAT ALL UTILITY LINES ARE
SHOWN, OR TVA T THE LOCA 7701V, SIZE AND MA TERIAL 1S
ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR
STRUCTURES, TO DETERMINE ACTUAL LOCA 77ONS, SIZE AND
MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR
SHALL NOTIFY DNE C&L AT B-1-1 (WASHING TON611. COM) AND
ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE
CONSTRUCnON
LMT
412118
S'RVEV MOH EVENS, PLS
�
AS NOTED
LMT
5122118
SHAWN COOPER
LMT
6115118
SDC
7110118
' SHAWN COOPER
ONE INCH
AT RXL SCALE--]
IF NOT OW INCH
SCALEACCOWNGL'`
CHW
8110118
dEdfEO
0101 K. PUDM, PE
BY
DATE
APPR
�6RETT K. PUD05, PE
VER„UL NAYO ISM
HORIZOHPAL: W 103/INI
DATUM
27 f013
I 9/IS/zo
19 CITY OF
REN TON
Planning/Building/Public Works Dept.
CB 2 TYPE 11-60" 1
W/ TEE & RISER
PER DET ON RO-07
RIM 95"63 9a 01
12" IE Bg.-R&- (IN - S) 89.32
18" 1&49..46- (OUT-E) 8a64
12- IE "34 (W) (AB)
k
17 0
1❑0
2Tf82
R-393509
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY.
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD AND STORM DRAINAGE PROFILE
AS -BUILT
9/18/20
FlELOSOM
PAGE:
DIRMINO "0.
RP-02
SHEEP: 9 OF:27
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�i��ik�i�ll�7�►l��li'1�H;7i1►1�
' ^ FACE OF CURB
co 6 112"
�-�r� 5 112"" . . 1
` 'J 112' R. 1" R. 1:24
Q
TOP Or
112" R, i ROADWAY
LUyy a q
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6112" FLUSH WITH GUTTER
+ PAN AT SIDEWALK
RAMP ENTRANCE
1:12 ' 1:24
' TOP OF
ROADWAY
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
B" _ C EME NT CO N CRETE
112' R, I'R. r SIDEWALK RAMP
VARIES I / I OR LANDING
FROM c
Li" TO D ,
!_..
319" PR£MOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
�- FACE OF ADJACENT CURB
s 112"
SEE DEPRESSED CURB DETAIL THIS SHEET
1.24
' TOP OF
112" R ROADWAY
p o a
q ' q
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
GUTTER SURFACE
s 112" 1
5 1171�
V.
Ir
r
TOP OF
' a
ROADWAY
1" R. I
o I" R. a
• b CEMENT CONCRETE
'• ' . TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Not used,
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 144-2
STD. PLAN -- 101
PUBLIC WORKS CEMENT CONCRETE CURBSPR 'ED
DEPARTMENT I Z
IV C a
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
SCORE LINES TO BE RADIAL A
TO CURB AND GUTTER }
1/2"X4" EXPANSION MATERIAL
1/L"R AT JOINTS
"W"-1'I CTH OF SIDEWALK
1/2"X4" EXPANSION MATERIAL CEM- CONC. CURB AND GUTTER
1/4'R AT JOINTS
A rT
SCORE LINES
g
W
1/2"X5" FXPANSION
MRTE_�IIIL CURB RETURN
1/4"/FI. SLOPE ONLY
1/2"R 1/4"/FT- SLOPE
1 /2 R 4 r1 /2 R
rJ � PAVFNFNT AS FFR PI P.NS
4" IT. PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY STANDARD CEM-
CONCCURB AND GUTTER GUTT CURB AND
GUTTER
SECTION A —A SECTION B—B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
GENERAL NOTES:
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C- THEY SHALL
NOT BE LESS THAN 3/'6• IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2"
THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1"
BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD
JOINT, 1/2"X 5- EXPANSION MATERIAL SHALL BE PLACED FROM P.C-'S TO P-T.'S AT ALL CURB RETURNS-
1/2-X4• EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL.
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") OATH AIR
ENTRAINMENT -
THE CONCRETE SHALL HAVE A BROOM FINISH WITII ALL ECCES IIA6'NC A. 2 1/2" TOOLED FINISH
SUBGRADE COMPACTION SHALL BE BG% (MODIFIED PRCCTOR).
TYPICAL SIDEWALK
ADOPTED
CITY OF RENTON
+I;;+
STANDARD PLANS
i ST DATE: 04/04
f71'1: -
fJAMF:
F:;O7 SP PAGE: F007
SEE NOTE 2 /8"R X 5/B"O DUMMY JOINT WE NOTE 2
2" - a'
1
3/8" PREMOLDED JOINT FILLER {TYP} I CEMENT CONCRETE
L — — — J WK13ANDGUTTER.
PLAN VIEW
FACIE CENTEfi1•INE OF
culls j__S FRA#AE A GRATE
6 1 2" If J
RR/ME AND GRATE - NOT INCLUDED
1 /2- R. I' R. MATCH
WAY IN CURB AHD GUrreR SM ITEM
ROAID
ELOPE
s iO TOP OF
v . • I 1 R
' ROADwaY
N i b
° q a
q D
q - . • q .. • ADJUSTMENT SECTION - NUT INCLUDED
a a 'l IN CURB AND GUTTER BID REM
q ••e•
CATCH BASIN - NOT INCLUDED
r • • IN CURB AND GUTTER BID ITEM
q •A
q q'
��
r
SECTION [ A j
f
l
GENERAL NOTES:
1. The intent of this design is to facilitate the removal
of a catch basin with minimal disturbance
of the Curb.
?. The expansion joints of the
adjacent sidewalk shall
be adjusted to be In
line with these curb
expansion Joints. l J
I �
I ISOgT6 C VIEW
CEMENT CONCRETE CURB S . PLAN — 101.1
+ + PUBLIC WORKS INSTALLATION AT APPROVED:
DEPARTMENT CATCH BASINS
DATE
t
{ I
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8
SEE COR STD_
PLAN129 FOR POST
'
INSTALLATION
#
DETAILS
TYPICAL INSTALLATION
1 REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 RE14SIONS TO EAST END OF ALLEY (SW 3RD CT)
NO. REVISION
1,
_ 0• 1, _ p, [SEE CONTRACT•
ROu DING 2 0`'• 1 1R' ON! R. mp.y
CURB NOT INCLUDED IN RID ITEM -
r
4L. 7
:s..�
SEE RAISE O EDGE 11111 PREMOLDED
1'-p-
SIDEWALK:
DETAIL - THIS SHEET JOINT FILLER
ALL CUT
ES SLOP
MIN.
(SEE CONTRACT!
UT [IN) R. (TYP.I
WITH RAISED EDGE
- ►
Z13%
1 'v
URS NOT INCLUDED IN HID ITEM -
1$%
MA
315" II Ni PREMOLDEO
•• '• -1� FiNI SHED GRADE 1VN1 BELOW
JOINT FILLER
x-I:• sIDEwALx TOP OF CONCRETE SURFACE
ADJACENTTOCURB
MIN-
(SEECONTRACTI
1rr tIN) R- CYP.)
ROU
DING
CURB NOT INCLUDED IN 811) ITEM -
2.L"
w • 318 (IN) i
WALL OR BARRIER
BRIDGE OR PEDESTRIAN
Pa
RAILING
JOINT FILLER
ADJACENT TO CURB
(STEEP FILL SLOPES)
BARRIER - SEE
SIDEWALK:
DDNTRADT PUNS
lSEE CONTRACT)
WALL OR BARRIER
I V2' (IN1 R ITYP.!
jr
FLUS•i r
I i 5%
CURB NOT INCLUDED IN 810ITEM -
SCIEWALK
•iS F 112-(I
•
1 R.
VERTICAL WALL - 308" [IN} PREMOLDEO
••3r �'
,
SEEDETAIL JOINT rJL ER (TYP,)
• -y
ADJACENT TO CURB AND RAILING OR
WALL
318' pry EMOLCEC
JIXN7 FILLLLER
SIDEWALK BUFFER STRIP
(SEE CONTRACT)
SSES NOTE 101
StDEWALK ADJACENT TO WALL DETAIL
1 r2" [lN) R.
rrP I
4. 7 5%
CURB NOT INCLl1DE0 IN BID ITEM -
_
1.5%MIN.
fi'
LEVEL
11Z"
R-
FINISHED GRACE 1" (IN} BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
ADJACENT TO 8URFER STRIP
' "
BROOMELI P11418H
• •'
4• WIDE. SMOOTH
• TROWELED PERIMETER
RAISED EDGE DETAIL
12
EXIF NO SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RAISED EDGE
k' • �•� �- CEMENT CONCRETE CURB
_ •�_ ICIJRBAND GUTTER SHOWN!
-` NOT INCLUDED IN BID ITEM
f* For NOTES see STD PLAN 1D4.2.
Paved surfaces must comply with
STD PLAN 102.1 as applicable.
• 3+B'• z_ 1+8 114
CONTRACTION JOINT 2
IN SIDEWALK ONLY L
>• EXPANSION JOINT IN BOTH ,', ' . j•'�. Of • .-1 .i.'�. 2a ••
CURB AND SIDEWALK ( 5EE STD PLAN 1011i * 1 •p . •` . •:
JOINT AND FINISH PREMOLDED
NT
DETAIL JOIF ILLER
LO EXPANSION JOINT C . CONTRACTION JOINT
+ + PUBLIC WORKS CEMENT CONCRETE ppRSM. LAN _ 1Q3
j DEPARTMENT SIDEWALK
�s T�
r
r 11
00
101 L
NOTES:
1-
SIGNS SHALL BE WHITE LETTERING ON GREEN
BACKGROUND WITH A 0.3" (IN) BORDER,
1
DOUBLE SIDED.
2.
SIGN SLADE SHALL BE 8" FLAT ALUMINUM,
TREATED, 0.080 GAUGE.
•
r
3.
SIGN SHEETING SHALL BE 3M HIGH INTENSITY
;v'rr�
PRISMATIC OR APPROVED EQUAL.
.
[�
u- ;'
4.
LETTERING SHALL BE CUT FROM 3M
ELECTROCUT (EC) FILM SERIES 1170 OR
APPROVED EQUAL.
❑ o
C1 n
5.
FONT SHALL BE FHWA C2000EX UPPER AND
❑
LOWER CASE PER SECTION 2D.43 OF THE
O 0M_U-T-C.101.
6.
POST SHALL BE MINIMUM OF 2"X2" SQUARE
o
TUBE. SEE STANDARD DETAIL 129 FOR
0 o
INSTALLATION DETAILS.
LMT
4/2/18
SURVEYED: �CH EVENS, PLS
SCALE,LMT A5 NOTED
5/22/18
OESKRIED:
SHAWN COOPER
LMT
6115118
SDC
7110118
SHAWN COOPER
ONE NICK
AT FULL SCALE
F NOT ONE INCH
SCA F ACCORDINGLY
CHW
8110118
CHECKEn:
BRErf K. PUDISTS, PE
BY
DATE
AP P R
NPRO BRA K PUDI515, P
_EXISTING ASPHALT
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREEI -MINIMUM
7" HMA (or ACP Closs B)
(SEE NOTE 1), OVER
S" CRUSHED ROCK
RESIDENTIAL -STREET MIMMUM
4" HMA (or ACP Cioss B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
2.0' MIN.
(SEE NOTE 2)
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - O" BEYOND EDGE OF
DAMAGED PAVEMENT,
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
NEW CURB
& GUTTER
STD. PLAN — 103
t ; PUBLIC WORKS CURB AND GUTTER PPRD D:
R DEPARTMENT REPLACEMENT DETAIL
TO ATE
HGR A I a&3/101 CITY F
RENTON
DATUM
Planning/Building/Public Works Dept.
R-39351 1
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
9/18/2D
RMBON:
PAGE:
CRANING NO:
RD-02
SHEET: OF:
15 27
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I —
MIN MIN MIN MIN MIN
2" CLAS
*2" TO 6" CI
OR Cl
h — 5.5' MIN. �I
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
V 1' 2.5' V 1'
MIN MIN MIN IMIN MIN
2" CLASS `B'
CRUSHED ROCK, FLOWAbLE- -ILL
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
OF CURB OR
OF PAIIFMFNT
:ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
�? p ADOPTED
L,f
CITY OF RENTION
+I l+
/ STANDARD PLANS
IST DATE! 02/05
DWG. NAME: H032-1 SP PAGE: HO32.1
CEN NT
CONCRETE
SIDEWALK
DEPRESSED MONOLITHIC
CURB 6 GUrrTER
(SEE DETAIL THIS SHEET)
TYPE C213 - ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
CEMENT CONCRETE
CURB a GUTTER
(SEE NOTE 3)
NOTES
1.
When a driveway width exceeds 15 feet, construct a lull depth
expansion jaintwith 3I8" joint filler along the driveway lane lines
`FACE Or CURB
(see Sid, plan 102), Construct expansion joints parallel with the
� � a Vr
ON THL$SHEET
UN DEPRHEr CURB DETAIL.CentedIno
as required at 15' maxi mUm spacing when driveway
CONTRACTION JOINT -
widths exceed SIT.
8FU PLAN 1G2
s Im ,
r ,
61
=�
; VT R. — TDPROAO F AY
2.
See W. plan 102 for sidewalk details.
- T-- —i _
3.
Curb and gutter shown, other curb designs may he specified.
See std. plan 101 far curb details.
• ,
- d
a
11
4.
Not used.
��~
r
-
I�"'-0'
5.
The engineer will design all driveways to Include elevations at all
Noce DRIVEWAY LONUMUDINAL EVPNSION
points marked with symbol "X. All elevations are at the back of
DEfxRESSE� ll[egNpLkTSHALL HiC Cif l� 8 GUTTER DETAIL
curb tap on uphill side.
6. Nat used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(Sea NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown In tha corresponding Isomeft view.
8. Slopes shall comply with sections R303.2.1 or R303.2.2 or FACE OF ADJACENT CURB
R303 2.3 of the Revised Draft Guidelines far Accessible Public f - i"
Rights -of -Way of November 23, 2005 (PROWAG), J-�
9, Curb returns far any Type C-MAX Driveway may be approved on �
a case -by -case bash. n� 1-R.
=DER SURFACE
•�t•R. n a
10. STREET STANDARDS = Renton Municipal Code (RMC) a a•.
Title IV development RegulatJons
CHAPTER 6 STREET AND UTILITY STANDARDS °: o
Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations Driveway Example: TYPE C1 B
CHAPTER 4 C-ca+rxrrenw ---� r
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS � Numberaf Lanes,
Sectio(MAX--4 Lane Camrnardalj
EGULn IIONS PARKING, LOADING AND DRIVEWAY B�BufrarONanift Strip). BIsnIFNo Buffer
REGu1ATtDNS
G STD. PLAN — 104.E
+�+ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PRO D,
DEPARTMENT ENTRANCES - NOTES AND DETAIwLSd0fa
TIE
ANCH0,2
PATI 52W PER M.D.
3j$ X FULL DEPTW G �. u TELTdL Co
TEMPLATE .
exPAlv51 nN Jol NT'
FWWT VIEW
"BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
4" MIN.
EDGE C
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
2" SQUARE
METAL POST
z
[s
0 v>
o TOP OF ANCH
0
LOWER SQUAR
25 TUBE)
-C
�D
D±
FINISHED
�-
¢
I 7UN
b
-0
pp
�
a
d
7
t
:I
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA, THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHDR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28,
EDGE OF TRAVELED
ROADWAY
3o'---�
90•
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3*(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
oe
SIGN POST
°
o 0
00
°o
a o
94
o
a
a
e v
e
LOWER SIGN
5/1b` (IN) CORNER BOLT
POST SUPPORT
❑ 3/8" (IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS
2 REQUIRED (TYP.)
BDLT STOP
FOR SIGN POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE, HOT -DIP GALV.,
IN.9" HEAVY-DUTY ANCHOR
IAM.
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN— 129
PUBLIC WORKS METAL POST APPROVED:
DEPARTMENT (ADOPTED) 6-7=
DATE
1'-4' 2:7"MAX. MIN, 5'-47' CLEAN WIDTW
MOUK[T UN PEDESTAL
PROVIDED \N ITN N. D.C.
I
5. U. GAIT,
W10TW
0 To VARIABLE
318" X FULL DEPl14
EAPAms7i0 U JO WT
WAL K.
SIDE VIEW
tiIE1GNE}QZ4Qs)D [DELIVERY _AN_E
COLLF-c-noW 50X UW IT
1 REVISED DRIVE WAM SSMH 2 do SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
NO. REVISION
U.S.P.O. Neighborhood Delivery and
Collection Box Unit (Mailbox) Installation
ADOPTED
USA CITY OF RENTON
_ STANDARD PLANS
L5T DATE:1•Aug-87
DWG NAME: HR-06 SP PAGE, H026
LMT
4/2/18
SURVEYED:
IAITCH EVENS, PLS
SCALE:
AS NOTED
LM T
5/�2/lrg
DESIGNED;
SHAWN COOPER
LMT
6115118
SDC
7110118
DRAWN:
SHOWN COOPER
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ADCORDINGLY
Crliv
8/10/18
CHECKED:
BRETT K. PUDISTS, PE
BY
DATE
APPR
APPROVED.
BREIT K. PUDISTS, PE
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, .AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4-875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT- FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED -
MIN, 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT- FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACK OF SIDEWALK
2"
ONCRETE SIDEWALK OR STR
IP
RIP
CONCRETE
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
CUT
36" MIN
COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT- VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
fi" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE- PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
D
ONE MAN ROCK-
1
6
TE PAD
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
FI LL_
HYDRANT LOCATION IN CUT OR FILL
1re
STD. PLAN — 310.1
+Ire 1+ JUBLIC. lT ]P FIRE HYDRANT ASSEMBLY
DEPARTMENT
�1.AP_ H 20' 0
HORIZOKtAL: NAD 1983/1991 T Y OF
%1 RENTON
DATUM
Planning/Building/Public Works Dept.
BY:
BY:
BY:
BY:
R-393512
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
F1ELOBDOIL•
PAGE:
DRAWING NO:
RD-03
SHEET' OF:
16 27
Q
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C 2020 THE BLUELINE GROUP
LO
CY)
t- )
I
I
W
F.-
4'-O"MIN, - q 4'_0"MIN ."- p
SEE CONTRACT PLANS 3Ia" (IN} EXPANSION SEE CONTRACT PLANS
NOTES
1. At marked crosswalks, the connection between the landing and the
3I5" EXPANSION
JOINT (TYP.) - SEE
PEDESTRIAN CURB - JOINT (TYP.) - SEE
,SEE NOTE 9
STANDARD PLAN F-30.10
PEDESTRIAN CURB -
SEE NOTE 9
roadway must be contained within the width of the crosswalk markings -
"GRADE
STANDARD PLAN F-30.10
LANDING
2.
Where BREAK" Is called out, the entire length of the grade
LANDINGAl,
\
break between the two adjacent surface planes shall be flush.
t
B SIDEWALK
3.
Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
1*
nanoes on any part of the Curb Ramp or Landing, or in the Depressed
CURB AND GUTTER +
` x� *
C
Curb and Gutter where the Landing connects to the roadway.
SIDEWALK
f
I �
3" R.
4,
See Contract Plans for the curb P
design specified. See Standard Plan
�
-
- � I
F-10.12 for Curb Curb and Gutter Depressed Curb and Gutter, and
CURB AND GUTTER
Pedestrian Curb details.
CURB RAMP y
--
4'- 0" MIN. - , - CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE -
�
J
5.
See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
SEE CONTRACT PLANS ; �, DETECTABLE WARNING SURFACE ^- 4'- 0" MIN. - ' SEE STANDARD PLAN F-45.10
SEE CONTRACT PLANS
See Contract Plans for width and placement of sidewalk -
SEE STANDARD PLAN F45.10
FACE OF CURB J �. �
5.
The Bid Item "Cement Concrete Curb Ramp Type does not include
FACE OF CURB DEPRESSED CURB AND GUTTER
J DEPRESSED CURB AND GUTTER
_"
the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter,
1 P
w CROSSWALK CROSSWALK
Pedestrian Curb, or Sidewalks-
❑
°
7.
The Curb Ramp length is not required to exceed 15 feet (unless otherwise
z
shown in the Contract Plans)- When applying the 15-foot max- length,
PLAN VIEW DETECTABLE WARNING SURFACE -- PLAN VIEW
LL SEE STANDARD PLAN F-45.10 7
the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
TYPE PARALLEL A TYPE PARALLEL B
'
constant slope from bottom of ramp to top of ramp to match into the sidewalk
m4' - P' MIN.
over a horizontal distance of 15 feet- Do not include abuttingIn
landing(s)
Z
SEE CONTRACT PLANS
�
' GRADE BREAK
the15-foot max. measurement. When a ramp is constructed on a radius, the
15-foot max. length is measured on the inside radius along the back of the
1Q CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1
a
PE
walkway.
FOR CURB RAMP LENGTHS GREATER THAN V - 0"PROVIDE
CONTRACTION JOINT EQUALLY SPACED V - 0" MIN. OC.
v
-
COl1AiohRMA)( TOP OF
5� ROADWAY
8.
Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
DEPRESSED CURB AND GUTTER -
9.
Pedestrian Curb may be omitted if the ground surface at the back of the
CEMENT CONCRETE PEDESTRIAN 1
¢
LANDING SEE STANDARD PLAN F-10.12
Curb Ram and/or Landing will be at the same elevation as the Curb
P 9
CURB - SEE NOTE 9 7
AND NOTE fi
Ramp or Landing and there will be no material to retain.
SECTION [ A J
�J
4'- 0" MIN.
15' _ 0" MAX. [TYP-]
LEGEND
SEE CONTRACT PLANS
SEE NOTE 7
SLOPE IN EITHER DIRECTION
15' - 0" MAX. (TYP.) 4'- 0" MIN- 15' - V' MAX- (TYP-)
GRADE BREAK
T
r SIDEWALK 1.5% OR FLATTER RECOMMENDED FOR
DESIGNIFORMWORK MAX-)
SEE NOTE 7
SEE CONTRACT PLANS
SEE NOTE 7
GRADE BREAK ---
(2%
*
ellr *�
7k 7F ' 5% OR FLATTER RECOMMENDED FOR DESIGN/
SIDEWALK 7 r GRADE BREAK
1^ GRADE BREAK
`�
FORMWORK (6-3% MAX.) - SEE NOTE 7
*
l
���
CURB RAMP
PEDESTRIAN CURB - 1 l
LANDING
3I8" (IN) EXPANSION JOINT (TYP.) - T
SEE STANDARD PLAN F-30.10 �J�' ��nool
a SEE NOTE 9
iJ� RAS
L CURB RAMP LANDING
L 3/8" EXPANSION JOINT [TYP-] "- SECTION (C J
SEE STANDARD PLAN F-30.10
`
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
SECTION (B j
bzv
0® z o' `
vo41
(ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 8 /,.
1 STEM G`
s1
I
p1G AL
"CEMENT CONCRETE CURB RAMP TYPE -----------
PARALLEL A" PAY LIMIT - SEE NOTE 8
Zeller, Scot[
Jun 24 2016 7:19 ANT
_
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
(�f� Cr pentnr, len'
Jun 292016227 PM
r
ISOMETRIC VIEW ISOMETRIC VIEW
STATE DESIGN ENGINEER
AM
Wash inglan Rate DepoAment of Transporlolion
TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT
AR
NOTES
A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp,
B - E C DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
E_ MIN• MAX. CURB RAMP, LANDING, CUT- r SURFACE (DWS) the DWS requires a concrete border around the DWS, a variance of up to 2 inches
A 1.60" 2-40" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted.
f T B 0.65" - _ 2- The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
A B D C 0.45" 0-90" two leading comers of the DWS panel placed adjacent to the back of the curb, and
-L f D 0.s" 1.40' BACK OF CURB with no more than a 2 inch gap between the DWS and the back of the curb measured
TRUNCATED DOME SEE NOTE 2 z' - o" MIN• : at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
E 0.2" 0.2" ':': TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the
A - APPLICATIONS back of the curb is permitted [measured at the leading corners of the DWS panel].
SECTION
........................
TRUNCATED DOME SPACING,t -- ---- -- _` 3. The rows of truncated domes shall be aligned to be perpendicular to the grade
SEE NOTE 3 l\ _ SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE 1 FOR at the back of curb.
TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP
4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.
/
LANDING, CUT -THROUGH OR 5- If curb and gutter are not present, such as a shared -use path connection, the
o ¢ WALKWAY Detectable Warning Surface shall be placed at the pavement edge-
m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details.
LANDING OFFSET
CURB RAMP SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at
LANDING the bottom of the ramp and within the required distance from the rail -
WALKWAY -, WIDTH OF
f WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to
r WALKWAY - WALKWAY WIDTH OF CUT-
5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
THROUGH [TYP-] bottom of the curb ramp directly above the grade break.
DETECTABLE WARNING
SURFACE (DWS) - / WIDTH OF CUT -THROUGH
_ SEE NOTE 4 - CURB RAMP 1 (TYP )
- --- BACK OF CURB
SINGLE DIRECTION CURB RAMP FLARE FLARE 2'- 0" MIN-
(GRADE BREAK BETWEEN CURS AND _MIN.
LANDING s 5 FT. FROM BACK OF CURB)
(SEE NOTE 6) �,.
J DETECTABLE WARNING DETECTABLE WARNING
BACK OF CURB -
LANDING DIRECTION OF SEE NOTE 2 SURFACE [DWS] - II �\ SURFACE (TYP.)
w Y SEE NOTE 3 I 1 SEE NOTE 3
o u II ^TRAVEL J
WIDTH OF CURB RAMP
CURB RAMP m 'I SEE NOFCURB --
E 2
11 WIDTH OF PERPENDICULAR CURB RAMP yl
WALKWAY i WALKWAY (SEE NOTE 6) L_
WIDTH OF CURE RAMP, ISLAND CUT -THROUGH
\ LANDING, OR WALKWAY DETECTABLE WARNING
SURFACE (TYP-) .. �
BACK OF CURB -
SEE NOTE 2
URB
2
- D" MIN.
DETECTABLE WARNING SURFACE (DWS] -SEE NOTE 3 SEE NOTE 3 ::::' ��Q pF IrASy� C
BACK OF CURB -
SINGLE DIRECTION CURB RAMP DETECTABLE WARNING
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) -
LANDING > 5 FT- FROM BACK OF CURB) SEE NOTES 4 & 7
(SEE NOTE 6)
CURB RAMP -y r CURB RAMP
WALKWAY -I LANDING + - WALKWAY
-
I \1
BACK OF CURB - / 1� \-.. DETECTABLE WARNING
SEE NOTE 2 WIDTH OF SURFACE [DWS] SEE NOTE 3
LANDING
PARALLEL CURB RAMP
(SEE NOTE 6)
lz�i?T ;��i 'L PATH OR
WALKWAY
PEDESTRIAN RAILROAD CROSSING
SEE NOTE 2 MEDIAN CUT -THROUGH?
-
o iv WIDTH OF SHARED-
{ USE PATH OR - e''� tic 2BG80 �� 4
WALKWAY {TYP.}r�~ �'I STF•� �1
d/ S10'A 1,
ZOIILT, Sw0.
WIDTH OF CUT -THROUGH Jul 12 20164:25 Pi4
SHARED -USE
(TYP.) PATH OR r.•a:
WALKWAY DETECTABLE WARNING
ROUNDABOUT SPLITTER SURFACE
ISLAND PAVEMENT 7 SHOULDER
EDGE :::::::: r STANDARD PLAN F-45.10-02
SHEET 1 OF 1 SHEET
DETECTABLE WARNING APPROVED FOR PUBLICATION
SURFACE [DWS] -- CKNm,rar
SEE NOTES 4 & 5 �a• In1152016 22G PIA
STATE DESIGN ENGINEER
PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION 00 Wuahingtan Stvte Deportmens at Tronsportatian
1 REVISED DRIVEWAYS, SSMH 2 & SELECT- SERVICES
2 ADJUST LOTS 6-8
3 UPDA TED CURB RAMP PER CITY COMMEN TS
4 WA TER UPDA TES PER FIELD CCNDI77ONS
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
N0. REVISION
NOTES
MATCH SIDEWALK _ BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not
VVIDTH - 4' 0" MIN. - STRIP permitted.
MATCH SIDEWALK SEE CONTRACT PLANS
WIDTH - 4' 0" MIN. - 2. At marked crosswalks, the connection between the Landing and the
PEDESTRIAN CURB - roadwaymust be contained within the width of the crosswalk merkin s
SEE CONTRACT PLANS �I SEE NOTE 10 CURB RAMP g
318" [IN] EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break
MATCH SIDEWALK VVIDTH "- 4' D" MIN. between the two adjacent surface planes shall be flush.
JOINT - SEE STANDARD-1 f SEE NOTE 10
PLAN F30.10 it SEE CONTRACT PLANS ' LANDING
4- Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
SIDEWALK- 'i -LANDING 318" [IN] EXPANSION JOINT - SEE �� PEDESTRIAN CURB - ances on any part of the Curb Ramp or Landing or In the Depressed
I
5' - O" MIN. ,,
SEE NOTE fi STANDARD PLAN F-30.10 t i + � 3" R. � y SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway.
,'` 1
J 5' - D" MIN. _F1 5- See Contract Plans for the curb design specified. See Standard Plan
A� 1 A F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and
Y R- - I I (0Pedestrian Curb details-
m 5_ 0" MIN. �...3r' R. f a 0 B.
See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
O 'r l - - ❑
a SIDEWALK / a
0SEE NOTE 6 � ,. � Contract Plans for width and placement of sidewalk.
"I 1 I- 7, The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
BUFFER STRIP SEE f 'L DETECTABLE WARNING SURFACE BUFFER r C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
CONTRACT PLANS 1 C ] SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks.
'�J
L CURB AND GUTTER - CURB AND GUTTER -
+ I SEE NOTE 5 SEE NOTE 5 $. The Curb Ramp length is not required to exceed 15 feet (unless shown
PEDESTRIAN CROSSING i PEDESTRIAN ROSSING
otherwise in the Contract Plans). When applying the 15-foot max. length
� C_+ I
CLOSURE SIGN f CURB RAMP CLOSURE SIGN I FACE OF ` CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is
FACE OF CURB allowed to exceed 8.3%- Use a single constant slope from bottom of
`CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal
a TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION 8 distance of 15 feet.
9. Curb Ramps and Landings shall receive a broom finish. See Standard
� Specifications 8-14.
LU
a 10, Pedestrian Curb may be Omitted if the ground surface at the back of the
m DETECTABLE WARNING SURFACE "- Curb Ramp and/or Landing will be at the same elevation as the Curb
15- 0" MAX + SEE STANDARD PLAN F-45.10 15' - 0" MAX (TYP-) 15, - 0" MAX [TYP-] Ramp or Landing and there will not be material to retain-
¢ (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8
0 +
SEE NOTE 8 I � J
GRADE BREAK GRADE BREAK � GRADE ;� GRADE BREAK LEGEND
GRADE BREAK -. - BREAK ' COUNTER SLOPE SIDEWALK - I SIDEWALK "- SLOPE IN EITHER DIRECTION
SIDEWALK ' j ; 5'0% MAX. SEE NOTE 6 �� , ; SEE NOTE 6
SEE NOTE 6 * TOP OF * 7F , * 1.5 OR FLATTER RECOMMENDED FOR
ROADWAY - * -- DESIGNIFORMWORK [2% MAX.)
_ 7-5% OR FLATTER RECOMMENDED FOR
�+ a
CURB RAMP DEPRESSED CURB AND Gl1TTFR - 1 QESIGNIFORMWORK [8.3% MAX.]
LANDING SEE STANDARD PLAN F-10.12 CURB RAMP LANDING I, CURB RAMP SEE NOTE 7 4,
SECTION
1 v�� of tsAsyr ��c
U SECTION �� T
SECTION ( A } 1O CONTRACTION JOINT (YP.) -- SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
�j FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN- OC- �+
"CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURS RAMP -�- 1 A� 4pFG f 68 R�'O
TYPE SINGLE DIRECTION A" PAY LIMIT _ TYPE SINGLE DIRECTION B" PAY LIMIT - 1
SEE NOTE 771�SEE NOTE ' "' 1 1 ss1 aIGAL 7 .
�� DETECTABLE WARNING
1" {IN} RADIUS , Zeller, Scatl
• ... \ ' _ SURFACE -SEE iY
_ CORNER X e � STANDARD PLAN F-45.10 _ _ --`- Jun 24 2016 7:21 AM
-•' -� -� PEDESTRIAN CURB j •t \t �J SINGLE DIRECTION L
�-= DEPRESSED CURB AND CURB RAMP
GUTTER -SEE NOTE 5
90' ANGLE - ~ r~ STANDARD PLAN F-40.16-03
RADIUS MAY I�� SHEET 1 OF 1 SHEET
- --- � --- _ - VARY
_ APPROVED FOR PUBLICATION
r-w_m.7Irr
ISOMETRIC VIEW ISOMETRIC VIEW e4V,-1-. I-292a16229PM
TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B STATE PE31Gry ENGINEER
DETAIL C
PAY LIMIT PAY LIMIT wasl,inglan stare DeporlmonrafTrunsponaiion
■•-
LMT
412118
SURVEYED:
MITCH EVENS, PLS
SCALE:
AS NOTED
LMT
5122118
DESIGNED;
SHAWN COOPER
LMT
6115118
SDC
7110118
DRAWN
SHAWN COOPER
ONE INCH
IF NOTAT F0 SCALE
DNf INCH
SCALE ACCORDINGLY
CHW
8110118
CHECKED:
BREI T K. PUDISTS, PE
BY
DATE
AP P R
APPIRMD:
BRETT K. PUDISTS, PE
9/IS/z�
HORIZONTAL• NAD 1983/1991 CITY OF
%R
RENTON
DATU �A 1;113
Planning/Building/Public Works Dept.
R-39351
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
BY:
BY:
BY:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/20
nELDB00K:
PAGE:
DRAWING NO-.
RD-04
SHW �F
17 27
Rl-
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I-
FRAME AND VANED GRATE
z
6"OR 12'HOOP FOR 6"HEIGHT
TWO #3 BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
Cr
h�
43 BAR EACH CORN EF
#3 BAR EACH SIDE
PRECAST BASE SECTION
#3 BAR EACH CORN EF
18" MIN
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP'k
12"
[STD. SPEC" 9-U.20]
SOLID WWI PVC
15"
(STD. $PEG" "5.12(1))
PROFILE WALL PVC
15"
(STD. SPED" 9-95.12(2))
-k CORRUGATED POLYETHYLENE
STORM SEINER PIPE
NOTES
1" As acceptable alternatives to the Ire bar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required re bar shown in the ALTERNATIVE
PRECAST BASE SECTION. Win: mesh shall not be placed in the
knockouts.
2" The knockout diameter shall not he greater than 20'. Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5" The Precast Base Section may have a rounded floor, and the walls may
he sloped at a rate of 1 24 or steeper"
6. The opening shall be measured at the top of the precast base section.
7. All pickup hales shall be grouted full after the basin has been placed.
8" All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-043"
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
-� STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT
MARCH 2O08
BOLT -DOWN HOLE (TYP")
11 INC, SEE JJJ
DETAIL 8 NOTE 2
�I
NOTES
1- This frame is designed to accommodate 20' x 24" grates or
Covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots" Tap each hole to accept
a 5I8' - 11 NC x 2" allen head cap screw.
Location of bolt down holes varies among different
manufacturers.
3. Refer to $tondord SpecifCe(ion 9-05.15(2) for additional
requirements.
SECTION CA)
RECESSED ALLEN
HEAD CAP SCREW
118" 518" - 11 NO x 2"
7�
314' GRATE
ISOMETRIC VIEW
1 <>
v
1
_,V8" 9FRArIF
e
2 112"
SECTION
DETAIL BOLT-DOWNSEE NOTEZDETAIL
��- STD. PLAN - 204.00
PUBI.IC "''OHKS RECTANGULAR FRAME
1)1:PAHTMF1VI'
MARCH 2008
{A Q
C 2020 THE BLUELINE GROUP
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
N
R ECTAN G U LAR ADJ USTM ENT SECTI ON
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAL (SEE NOTES)
-.'�y;�i• -e. `,
- FLAT SLAB TOP
y
Z
2
43°, 54•, eD•, 72 •, ea• OR Be"
K
�
MORTAR "P-)
n I' • , �' .'_
STEPS OR
-�¢�`
LADDER
JI N y,
L
MORTAR FILLET
g �
�
RU NFORCING STEEL TYP. ]
'n'
-
12. GRAVEL BACKR LL FOR
PIPE ZONE BEDDING
SEPARATE BASE I NTEG FLA L RASE
CAST -IN -PLACE PRECAST WITH
RISER
O RING
-
GRALELBAC-LLFOR
6�
_
PI P E ZO NE BEDDIN3
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
D IABMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
K"°�ZE�
MINIMUM
➢ISTANGE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
inllft. IN EACH DIRECTION
SEPARATE BASE
INTEORALBASE
48"
4-
6"
3E"
8"
0.23
0"15
54"
4.5"
a"
42'
8"
0.19
0.19
60"
5"
S"
49'
8"
0.25
025
S"
so,
12"
0.35
024
84^
1"
12'
72"
12"
0.39
029
96^
8"
12'
84"
12"
0.M
0.29
NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast Gatch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
5. All rode rin s risers and castin s shall beset in mortar in accordance with
PIPE
ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
ALL
SOLID
PROFILE
DIAMETER
CONCRETE
METAL
CPsSP..
WALL
WALL
,t :
PVC:2:
Pvc'3.
48"
24"
30'
24"
27"
30"
54"
3o"
36,
30^
27"
36,
60"
36"
42'
38^
36"
42"
72"
42"
54'
42"
36"
46,
84"
54"
60"
54"
36"
48"
9T
9o"
72"
00"
36"
46"
g g g 1: Corrugated Polyethylene Storm 8emr Pipe (Std" Spec. 9-052D)
Standard Specification 9-04.3. 5; (std. SpQ _ 9-05"12(1))
'- (Std. Spec" 9-05"12(2))
4� Y ra
+� �* PUBLIC WORKS CATCH BASIN TYPE Z PLAN - 201.00
l=` 1)1:PAHTMF;VI'
MARCH 2O08
2(
_I
2 112" DIA " H E
r-�
TOP
3'
W
~O
2
W
W
N
1 1
C
BOLT -DOWN SLOT - SEE n
DETAIL AND NOTE 1
,,IIyI
4314" 11r2'
3W R - SEE NOTE 2
SECTION LA�
3 112'
1 Y1"
_T_- 3 4
-y-
4 314' DIAM. HOLE 1 114'
1 112" IW DIAM. HANDLE
518,
SECTION r
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION
NOTES
1• Provide two slots in the cover that are vertically aligned
with the holes in the frame. Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4" For Frame details, see City of Renton
Standard Plan 204.00.
ISOMETRIC
STD. PLAN - 204.10
PLIDUC WORKS RECTANGULAR SOLID
1=84/ DEPARTMENT METAL COVER
,vS MARCH 2008
1 REVISED DRIVE WAYSr SSMH 2 & SELECT SERVICES
2 ADJUST L07S 6-8
J UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 REVISIONS TO EAST END OF ALLEY (SW JRD CT)
NO. REVISION
FRAME AND VANED GRATE
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OP THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
NOTES
SEE NOTE 4
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7.05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 3� BOND.
5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT
6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT.
7. GROUT IS TO BF NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 197 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRE8SNE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD
SPEC IFICATION 9-20.3
8. PICK 1 LIFTING HOLFS ARE TO BE GROLITFD WATER TIGHT.
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
MARCH 2O08
❑
JLL
JD
T
FFF
-L
D07'ALL
TD
STREAHI
➢LMP
N_ PDL_OTPh-
TOP
24"
7 OR 8 EGUAL SPACES
_DIRECTION OF FLOW
SLOT - SEE DETAIL
AND NOTE 1
J
SECTION (A)
112'
3ra"
1 1fa^
I BOLT -DOWN $LOT DETAIL
SEE NOTE 1
NOTES
1- Provide two slots 1n the grate that are vertically aligned
with the holes in the frame. Locatian of bolt -down slots
varies among different manufacturers.
ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional
requirements.
3• Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
STD. PLAN - 204,20
PUBLIC WORKS RECTANGULAR
DEPARTMENT VANED GRATE
�p MARCH 2008
LMT
412118
sum j�EVENS, PLS
SCAM,
AS NOTED
LMT
5122118
OESIGRIED:
SHAWN COOPER
LMT
6115118
SDC
7110118
°RAN"'
SHAWN COOPER
ONE INCH
AT FULL SCALE
F NOT ONE INCH
SCALE ACCDRDINGLY
CHW
8110118
CHECKEb
BRE T K. PUDISTS, PE
BY
DATE
AP P R
BREIT K. PUDEMM P
HO
SEE NOTE
29" MIN.
1" MIN. 20 IA"
TYP.
r
L
Z
a SEE NOTE4
y (TYP.)
SEE NOTE 2
(TYP.) N
TOP VIEW
FRAME DETAIL
CURB OR CURB AND GUTTER
MATCH TOP OF HOOD
TO TOP OF CURB [TYP.)
ROOD ,
ISOMETRIC VIEW
Y r
PUBLIC WORKS
r111«J 1)F;PARTMH:NT
A�xO
HORiiOMWALL WD a poi CITY OF
;11R RENTON
DATUM
Planning/Building/Public Works Dept.
DO NOT INSTALL
SAFETY BAR 1 DEBRIS GUARD
29" - br VANED GRATE
r FRAME
FRAME
DETAIL SECTION C
CATCH BASIN
7"
{x 0.58')
3"
{ 0"25')
GRATE
r}- : 34" (WIDE SIDE)
f CATCH BASIN TYPE 1
40"(WIDE SIDE)
•�� CATCH BASIN TYPE I
SEE NOTE 1 �
SECTION IfA l
NOTES
1. The asymmetry of the Combination Inlet shall be considered when
calculating the offset distance for the catch basin. See SECTION A.
2. The dimensions of the Frame and Hood may vary slightly among dif-
ferent manufacturers" The Frame may have cast features intended
to support a grate guard. Hood units shall mount outside of the
Frame. The methods for fastening the Safety Bar 1 Debris Guard Rod
to the Hood may vary" The Hood may include casting lugs" The top
of the Hood may be cast with a pattern.
3. Attach the Hood to the frame with two 314" x 2" hex head bolts, nuts,
and oversize washers. The washers shall have diameters adequate
to assure full bearing across the slots.
4• When bolt -dawn grates are specified in the contract, provide two
holes in the frame that are vertically aligned with the grate slots.
Tap each hole to accept a 5I8" x - 11 NC x 2" aIle n head Cap screw.
Location of bolt -down holes varies among different manufacturers"
See BOLT- DOWN DETAIL
5. Only ductile iron Vaned Grates shall be used.
6. This plan is intended to show the installation details of a manufac-
tured product. It is not the intent of this plan to show the specific
details necessary to fabricate the castings shown on this drawing.
STD. PLAN - 203.00
OPEN CURB FACE
FRAME AND GRATE
INSTALLATION DETAIL MARCH 2O0E3
BY:
BY:
BY:
BY:
R-393514
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/2D
REIDBOOK:
PAGE:
ORAWNC NO:
RD-05
SHEET: OF:
18 27
Q
Q
I
T
D
t- J
C)
C)
C)
T
D
J
T
C)
Q
C)
T
L.L
co
�,r 6��7
v I
I
C)
W
I—
_I
SLOT - SEE DETAIL
AND NOTE 1
J "
g'.
TOP
x 4 EQUAL SPACES 4 EQUAL SPACES
SECTION
SECTION
C
314"
1 114"
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
NOTES
Provide two slats in the grate that are vertically aligned
1. with the holes in the frame. Location of bolt -down slots varies
among different manufacturers.
ISOMETRIC
2. Refer to Standard Specification M5.15(2) for additional requirements.
3. Use only on sags and vertical curbs locations.
4. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use waned grates along rolled curbs.
PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN — 204.30
DEPARTMENT VANED GRATE
•;�;£ MARCII 2008
L
Y
C
END SECTION LENGTH SHALL BEAT LEAST SIICTIMES THE DIAMETER OF THE PIPE [SEE WSDOT STD, SPEC, 7-02.3(1)]
I 41y: i V
I OR SrC�E+4
4" MAX.
THERMOPLASTIC PIPE
4" MAX.
CONCRETE PIPE
END SECTION LENGTH SHALL BEAT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE 'NSDOT STD. SPEC. 7-02.3(1))
4' MP.h-
METAL PIPE
NOT"
1. The culvert ends shall be beveled to match the embankment or ditch
slope and shall not be beveled flatter than 4H:1 V. When slopes are
between 4H:1V and SH:1 V, shape the slope in the vicintiy of the
Culvert end to ensure that no part of the culvert protrudes more than
4" above the ground line.
2' Field cutting of culvert ends is permitted when approved by the Engineer -
All field -cut culvert pipe shall be treated with treatment as shown in the
Standard Specifications or General Special Provisions.
Y STD. PLAN - 221,00
PUBLIC WORKS
DEPARTMENT BEVELED END SECTIONS
MARCH 2008
N`T
112' [13mm] LETTERING
BOLTHOLES-3 PLCS EQUALLY SPACED 120*
FRAJ APART ON 23 V16' (56fimm) DIA B-C. fA
Yv r
,I
RENTON
AHEAD OF THE CURVE +
�r 'i
V
DRAIN
(1) 1' [25mm)
DIA PICKHOLE
1 1+4" [32mm] LETTERING
PLAN VIEW
25' DIA.
fw3 mm] "
— [25mml
3+4'
[113mml f
T
a 3 14" 2 1.2'
[222m m] 164MMI
F TYP
COVER SECTION VIEW
20 112" DIA
[673mm]
25 1 4' DIA
[641 mm]
114" (amm) DIA [77mm]
NEOPRENE GASKET
I
1 6"
[752mm]
f
='•`$" 23 aW DIA CL OPEN
[16mm] [Sg4mm]
27 5M6" DIA
[ealMMI
34 VT DIA
[8B7mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
[13].B"" C. GALLEN HEAD)
EON BOLTING DETAIL
114"
16mm] 1111fi'
[27mm]
[3mm]
va.. J
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
+1�11• PUBLIC WORKS STORM ROUND FRAME AND COVER
STD. PLAN — 204.50
;. DEPARTMENT MARCH 2O08
'MIN
'CLEANCUT, TYP.
A CAP, AND WHERE
CLEAN OUT IS IN
PAVEMENT; IROO
N RING&
COVER PER IFOO 1,1247
II ❑R EgUIVAL ENT
4
CATCH BAS IN - AREA DRAIN
TEE I ,
PROPERTY LINE
V 5' MIN .. i
d VVV 4 ' BEND
ntly.
� I
PERMANENT CAP O R CON NECT P I PE
3'IJIN- —r{ PRIVATE, JOI NT USE UTIL17Y EASEMENT}` 1 [ 1
� t— 45'>,wE
TEE. CROSS, OR 45' V4YE AT BENDS
CLEAN-OUTNITH
— PERMANENTCAP CLEAN -OUT DETAIL
CATCH BASIN -AREA DRAIN
SECTION AA
ALIGN PI PE TO PS, OR
PLACE RCOF DRAIN
HIGHER.
3'MIN. f VARICS fl
d
"e'M N- WVCR CVCR
CDLLECTO: L NE
TEMPORARY CAPON END OF ROOF DRAIN STUB,
' MARKED BY 2'n4' STAKE
PLACE CL EANO UT AT 300' MAX- 5PACE, AT 90"BENDS, '
EACH 2ND451 BEND, SECTION B-B
PIPE ENDS
NOTE:
MIN. PIPE SIZE ff'O
PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH)-
WORKS
TYPICAL PRIVATE ROOF DRAIN PLAN — 225.10
PUBLIC
DEPARTMENT COLLECTION SYSTEM
CROSS SECTION IAUIRCH 2O08
1 REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES
2 ADJUST LOTS 6-8
3 UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT)
NO. REVISION
#6 BARS TSPACING
24' DIAM., 48' DIAM. _
OR 54" DIAM- HOLE
2" ITYP) - -
12T I—
L IL V MIN.
21W MAX.
84" or 96" FLAT SLAB TOP
!f5 BARS T SPACING
� I
20" x 24',
24" DIAM.. 48" DIAM.
OR 54" DIAM. HOLE
2' (TYP. 4—
{ �I I� L
c-� _EV MIN.
2 112" MAX.
7Z FLAT SLAB TOP
#4 BARS 6' SPACING
I
20' x 24' OR
24" DAM HOLE —
2' (TYP.)
_ 1"MIN.
2112' MAX.
4W', 54", or fie" FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
z�
ti
� N
� N
r -t
ECCENTRIC CONE SECTION
r0
12" CFYP.) L
Go
6.,
m
12" "1
PREFABRICATED LADDER
12 MI",
.
STEP
34"
OR 12'
r � �T _I
ONE ff3 BAR HOOP I "
ONE #3 BAR HOOP FOR 6' �1, 4 �ge
TWO43 BAR HOOPS FOR 1z"
CIRCULAR ADJUSTMENT SECTION
RECTANGULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches perfoot may be used
for adjustment sections -
PUBLIC
WORKS MISCELLANEOUS DETAILS FOR STD. PLAN — 204.e0
DEPARTMENT DRAINAGE STRUCTURES
MARCII 2048
LMT
4/2/18
sum j�RCH EVENS, PLS
�
AS NOTED
LMT
5122118
�IG�:
SHAWN COOPER
LMT
6/15/18
SDC
7110118
SHAWN COOPER
ONE INCH
AT rT O SCALE
IF NOT O NCH
INCH
�E ACCORDINGLY
CHW
8/10/18
CHECKM.
BRE T K. RMSTS, PE
BY
DATE
AP P R
AB REIT K. PUDISiS, P
D D limits Or pipe
O.D. mmpadlon
3'ma 3'm
0.15 O.D. min.
limits al pipe
compaction 0 0.650.D. min.
grovel I]aCk51l `--i gravel 6ackfill for
for pipe bedding roundetions when speri lied
A. Metal and Concrete Pipe
Vanopi span span 3' max
ma. maz
m
f-' OA5 rise min.
limits pF pipe 1
COmfxjelipn �e.5 rign min.
gravel badcFlllgravcl backRll For
for pipe hadding IoundBlipne when spwired
B. De- Arch Installation
Rigid Pipe NOTES'
1. Pipe compaction limits shown on this plan are for pipe
construction in an embankment. For pipe construction
in a trench, the horizontal limits of the pipe compaction
zone shall he the walls of the trench.
2- All steel and aluminum pipe and pipe -arches shall be
installed in accordance with design A.
3. Concrete pipe with elliptical reinforcement shall he
installed in accordance with design A-
4. Concrete pipe, plain or with Circular reinforcement, shall
be installed with design A-
5- 0-D. Is equal to the outside dlam eterof a pipe or the
outalde span of pipe -arch. The dimensions shown as
O.D. with 3' maximum shall he D.D. until D.D. equals
at which point 3' shall be used.
" 1'-0" for diameters 12" through 42' and spans through
50"- 2'-0" for diameters greater than 42" and spans
greater than 50"-
hndding
material
for Ilexible
pipe (see
note 6)
fvundaGan
Duel
W (see note 4 )
limit of pipe zone
b
m o-D.
'A = 4" min. 27' I.D. and under
6" min., over 27" I.D.
Bedding for Flexible Pipe
Flexible Pipe NOTES:
1. Provide uniform support under barrels-
2. Hand tamp Under haunches-
3. Compact bedding material to 95% max. density; directly
over pipe, hand tamp only.
4. See "Excavatlon and Preparation of Trench" In sanitary
sewers section of the standard WSDOTIAPWA
specifications for trench width "W" and trenching
options. The pipe zone will be the actual trench width.
The minimum concrete width shall be 1 2 1-D. = 18"-
5. Trench backfill shall conform to "Backfilling Sewer
Trenches" in the Sanitary Sewers Section of the
WSDOTIAPWA standard speciflcatlons, except that
rocks or lumps larger than 1" per foot of pipe diameter
shall not be used in the backlII material.
fi. See "Bedding Material for Flexible Pipe" in aggregates
section of the WSDOTIAPWA standard specifications
for the material specifications.
®BaClrliII material placed in 0-6' loose layers and
compacted to 95% maxlmum density.
ELM Method B or C compaction (WSDOT1APNfA)
standard specifications.)
Pipe
Size
Min. dist.
between
barrels
circular pipe
conc., LOPE, CMP
{diameter}
12" to 24"
12"
30" to 96"
diam. 12
102" to 180'
4$„
pipe - arch
metal only
[span]
18" to 36"
12'
43" to 142"
span 13
148' to 199"
48"
STD. PLAN — 220.00
+�,n�■�`y'4 PUBLIC WORKS PIPE COMPACTION
DEPARTMENT DESIGN AND BACKFILL
MARCH 2008
HOMMWALL- NO va 3%1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
R-393515
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
9/18/2D
RElDBO01(:
PAGE:
ORAWNG NO:
RD-06
SHEET: OP
19 27
[C)
I
T
D
`- J
C)
Q
C)
I
T
D
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CV
C)
CD
I
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�f'�itIei►,<I� I�l1��IdI��3:iiI�1�
co
67
co
11
Rl-
ROUND, SOLID, LOCICIN
LID PER COR STD PLAT
204.50 WITH LOCKING
W BOL IS
- . • 4
d A
zz
TYPE 11-72 J..
SHEAR GATE
CA TCH BASIN
.:. Q
W �
'tea
2
a
ry
SECTION VIEW
N
STANDARD a
F,
OUTLET OF TEE SEC770M
SHALL BE SMOOTHED WALL
METAL PIPE W1TH OUTSIDE
DIAMETER 1/4"LESS THAN
INSIDE DIAMETER OF
CONNECTING PIPE
8
r�
FT'°�pe
CS 2, TYPE 11-60��
SCALE: 1 " = 2'
CONTROL STRLJCTLIRE NOTES:
1. PIPE SIZES AND SLOPES- PER PLANS
2. OUTLET CAPACITY. NOT LESS THAN COMBINED INLETS.
J. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WTH THE REQUIREMENTS FOR CATCH BASIN TYPE
2, 60" MIN DIA.
4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF
SAME MATERIAL, AND BE ANCHORED AT 3' MAX SPACING BY
5/8" DIA STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2"
IN WALL.
5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060"
ALUMINUM OR .064 ALUMINIZED STEEL, OR .064" GALVANIZED
STEEL PIPE, • IN ACCORDANCE WITH AASHTO M 36, M 196, M 197
AND M 274. GALVANIZED STEEL SHALL HAVE TREA TMENT 1.
6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH
A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR
GROUTED INTO BELL FOR CONCRETE PIPE.
7. THE VER77CAL RISER STEM OF THE RES7RICTQR/SEPARATOR
SHALL BE THE SAME DIA AS THE HORIZONTAL OUTLET PIPE, WITH
AN 8" MIN DIA.
8. FRAME AND LADDER OR STEPS OFFSET SO THAT,•
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE
C. FRAME IS CLEAR OF CURB.
9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.•
OUTLET PIPE TO HAVE SM007H O.D. EQUAL TO CONCRETE PIPE
I.D. LESS 1/4"
10. MUL77-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON
ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE.
co 24" X 24" X 4" SQ 07" X 8" CLEANOUT
INLET GRATE
FLUSH MOUNT
(CAST -IN)
PLAN VIEW
CURB BY
OTHERS
F7 __ __ __ I
WEIR
I
M I�
ENGINEERED MEDIA
PROVIDED BY CONTECH
0
ELEVATED GRATE AND FRAME
(CAST INTO CAST -IN PLACE COLLAR
BY OTHERS)
6,
b W
. c_
L j FLdWKIT J �
BY CONTECH 9
2'-6" L
SECTION A -A
DESIGNA L OVERALL OVERALL
WIDTH CAPACITY
4 x 4 4'-0" 4'_-8'-0" 2.97 CFS
4 x 6 4'-0" -0" 5'-0" '-0" 3.00 CFS
4 4'-O" $'-0" 5'-O" 12'-0" F5
6 x 6 6'-0" 6'-0" 7'-0" 10'-0" 3.04 CFS
4'-0" 12'-0" 5'-0" 16'-0"
6 x 8 6'- W-0" 7'-0" - 3.08 CFS
6 x 10 6'-0" 10'-0" -0" 14'-0" 3.11 CFS
o �
6 x 12 6'-0" 12'-0" 7'-0" '-0" 3.15 CFS
7 7'-0" 13'-0" 8'-0" 17'-O" S
C::NTECH®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
605 Global Way, Suite 113, Linthicum, M❑ 21090
866-740-3318 OFFICE 866-376-8511 FAX DATE:3-24-14
PRECAST FILTERRAQ UNIT
INTERNAL BYPASS - GRATE INLET
SCALE: NONE PRODUCT No.: FTIB-G DRAWN BY: CJA
TREE N C TE.• TREE SHA L L BE A JA PA NESE MA PL E (A CER PA L MA TUM)
OR EQUIVALENT APPROVED BY CITY OF PEN TON AND CONTECH.
1 REWSED DRIVEWAYS, SSMH 2 & SELECT SERVICES LMT 1412118
M ITCH EVENS, PLS S[ L F I ERW-A-* NAVG 19M
2 ADJUST LOTS 6-6 LMT 5/22118 CE9GNm: AS NOTED NORIZOWAL WD 11OW/1"I
3 UPDA TED CURB RAMP PER CITY COMMENTS LMT 6115118 SHAWN COOPER
4 WATER UPDATES PER FIELD CONDITIONS SDC 7110118 DIRAWN:
SHAINN COOPER ONE INCH DATUM
5 REWS1ONS TO EAST END OF ALLEY (SW 3RD CT) CH 8/10/1$ �" BREff K. PUry""" "�� PE "r FULL CfY1F
� IF WT ONE 111CH
NO. REVISION BY DATE APPR SME 1CCOMML1`
BREIT K PUDIST'5, PE
I 9/IS/z�
CITY OF
REN TON
Planning/Building/Public Works Dept.
R-393516
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
9/18/20
PAM
DRAWING NO:
RD-07
20 27
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ACCESS COVER
F's
STORMFILTER
CARTRIDGE
PERMANENT
POOL ELEVATION
CARTRIDGE
SUPPORT
FLOW KIT
CATCHBASIN FOOL
(TY P. OF 4)
°I
�1
It w
C11
4
CA
z
4 : +
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-4
CONCRETE COLLAR
AND REBAR TO MEET
HS20 IF APPLICABLE BY
CONTRACTOR
STORMFILTER CATCHBASIN DESIGN NOTES
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN
HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18"
18" DEEP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
3.3'
SPECIFIC FLOW RATE (gpm/sD
2 gpmlft2
1 gpm/ft2
2 gpm
gpm/ft2
2 gp
gpm/ft2
CARTRIDGE FLOW RATE (gpm)
22.5
11.25
15 ><
7.5
15 ><
7.5
PEAK HYDRAULIC CAPACITY
1.0
1.0
1.8
INLET PERMANENT POOL LEVEL (A)
1'-01,
1'-01,
2'-0"
OVERALL STRUCTURE HEIGHT (B)
4'-9"
3-9"
4-9"
GENERAL NOTES
VANED INLET GRATE 1
2
2'-4" � 2'-4" � 3
INSIDE RIM INSIDE RIM 4
5
4'-8 Y411
OUTSIDE RIM 6
PLAN VIEW 7
OPTIONAL
% SLOPED LID
LTRATION
AY INLET
m
INLET STUB
(OPTIONAL)
UT
PLUG
ON WEIR WALL
SECTION A -A
The Stamwater Management
StormFilter®
TH L^PROC CT UAY 6 E PROTEC-TE C BY ON O R UOR E O F TH E FO LLOMNG
U Z. PATENT. 5=.d2.5S' S]d.5.T:]S'.']. um.157
.d
R ELATE C FO R EIGN PATffM. OR OTH E R PATENT. PEN MG.
CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED
SOLUTIONS LLC REPRESENTATIVE. vwwv.contechES.com
STORM FILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.
INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR.
STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN
DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR.
STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A
CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR.
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA
CONTACT TIME SHALL BE AT LEAST 37 SECONDS.
SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED).
C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
FLOATABLES
BAFFL
PERMANEN'
POOL ELEVATIOI
FILTRATION BAY
INLET
INLET STUB
(OPTIONAL)
I N51 UE (TYP. OF 4)
2'-OY"
z
OUTSIDE
SECTION B-B
1
REWSED DRIVEWAYS, SSMH 2 & SELECT SERVICES
LMT
1412118
2
ADJUST LOTS 6-6
LMT
5122118
3
UPDA TED CURB RAMP PER CITY COMMENTS
LMT
6115118
4
WATER UPDATES PER FIELD CONDITIONS
SDC
7/10/18
5
REWS1ONS TO EAST END OF ALLEY (SW 3RD CT)
CH
8/10/18
N0.
1 REVISION
T'—F
DATE
APPR
SURVEYM
S[
L F
EVENS, PLS
AS NOTED
DESIGNED:
SHAWN COOPER
DRWN:
SHAWN COOPER
ONE INCH
gym"
BRErf K. PUDMST PE
AT FULL SCALE
IF NOT ONE MCH
APPROVED
$CftE ACCOROIMLY
BRER K. PUDI51'5, PE
VEHIICISL• NAVD 19M
HORIZONTAL• WD IN3/1"I
DATU M
1-CARTRIDGE CATCHBASIN
STORMFILTER DATA
STRUCTURE ID
CB 10
WATER QUALITY FLOW RATE (cfs)
0.034
PEAK FLOW RATE (<1 cfs)
0.177
RETURN PERIOD OF PEAK FLOW (yrs)
100
CARTRIDGE FLOW RATE (gpm)
1.67 GPM
M EDIPSTYPE (CSF, PERLITE, ZPG,
GAC, PHS)
PHS
RIN/I FLOVATION
75.90'
51'
PIPE DATA:
1. E.
DIAMETER
INLET STUB
72.85
611
OUTLET STUB
72.85
1211
CONFIGURATION
OUTLET
INLET
INLET
OUTLET
INLET
INLET
SLOPED LID
YESINO
SOLID COVER
YESINO
NOTES/SPECIAL REQUIREMENTS:
9/I9;1;w
CITY OF
REN TON
Planning/Building/Public Works Dept.
R-393517
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
9/18/20
PAM-
OR/1WINO NNa:
RD-08
MILLI, W.
21 27
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SCALE: 1" = 10'
0 5 10 20
25.5' ROW rp.
5e 5'
FL l I Z 30
10+35. 74
FL 117.86
RAMP
117.42
Toc 117.4f
1 FL 116.91
ry RAMP
117.03
10t34.28
10.00RT
RAMP
17DC 117. 40 ; ...,
FL 116
l I Z 48
1*
RAMP >
lb 116.89 A
= TOC 117.39
FL 116.89
RAMP
1 TOG 11 ZJ6 , o
116.97
A= 88 48'15"
■ �""� RAMP R=25.00
116.86 116.89 L=J&75'
ADA RAMP PER WSDOT PLA F-40.16.03 r- ;
FL 120.60 DETECTABLE WARNING SURF CE PER
I,�pp WSDOT PLAN F-45.10-2 1 IN
FL 116.80
_ FL 119.32 1 +56.11 _
%ft 22.20 L T
T 21.05 �/ FL 116.76 _
FL 120.55 N >�- �^ TOC 116.47
FL 12a25 "`fD"� `� "`' �• • 10" LANDSCAPE &
6' 68�2. T UTILITY EASEMENT
IN T 1+43 31 ALLEY
ORI�. FL 11&92 = 10+00.00 ACCESS 14EST
TOC 118.92
FL 11a42 DETECTABLE WARNING
6 SURFACE PER WS90T
TOC 118.01 QET. F-45.10-2
' TOC 115.30
FL117.51 FL114.80
' 120.32 FL 116.27 1t7Z58
121.63
7s, 7p 10.00 L T
a
' 119.00 FL 116.21 W 2295,' _ d
119.00
1
' 118.08 ^"� o eg - 8'�91 FL 114.95 _
TOC 114.95
FL 114.45
00
!116.35 _
1 3 47C4' LANDING
_ WARP FLOW LINE AND = ::s;•
PROVIDE 1.5X SLOPE
_ CROSS ADA RAMP 15.02
_ r
12
ADA RAMP PER WSDOT
PLAN F-40.16.03
DETECTABLE WARNING
SURFACE PER WSDOT
PLAN F-45.10-2
4'
PR13P13SED CURB FaR
SINGLE DIRECTION CURB RAMP
WITHOUT PLANTER
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C 2020 THE BLUELINE GROUP
�ADA RAMP NOTES
1. THE ADA RAMPS DEPICTED ON THESE APPROVED PLANS WERE
DESIGNED USING THE BEST AVAILABLE INFORMA 77ON THE
CONTRACTOR IS REQUIRED TO USE THE BEST STANDARD OF CARE TO
ENSURE 7HA T THESE RAMPS ARE INSTALLED PER THE APPROVED
PLANS AND/OhR PER ACCEPTABLE ADA STANDARDS ANY VARIA77ONS
IN THE INSTALLA 77ON OF THE ADA RAMPS FROM THE APPROVED
PLANS THAT DOES NOT COMPLY W1774 ADA STANDARDS SHOULD BE
BROUGHT TO THE DESIGN ENGINEER 15 A T7EN 77ON IMMEDIA TEL Y.
2. THE ADA RAMPS ARE DESIGNED TO MEET ADA STANDARDS IN PLACE
AT 7HE 77ME OF PROXCT VFS77NG. ANY VARIA 77ON FROM 7HIS
APPROVED DESIGN DURING CONSMUC77ON COULD RESULT IN ADA
RAMPS 7HA T DO NOT COMPLY W1774 7HESE ADA STANDARDS.
CONTRACTOR IS RESPONSIBLE FOR ENSURING 7HA T AS -BUILT
COND177ONS MEET 774E PLAN DESIGN AND/OR ADA STANDARDS
3+3Z2,9
DETECTABLE WARNING 1
9347
PROVIDE 1.5X SLOPE
ACROSS ADA RAMP
UNDERGREILIND UTILITY NOTE
UNDERGROUND U 77LI 77ES ARE SHOWN IN THE APPROXIMATE
LOCATION THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE
SHOWN, OR THAT 7HE LOCA 77ON, SIZE AND MATERIAL IS
ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC71ONS OCCUR
PRIOR TO TRENCHING OR EXCAVA77ON FOR ANY PIPE OR
STRUCTURES, TO DE7ERMINE ACTUAL LOCA77ONS, SIZE AND
MATERIAL. 7HE CON 7RA CTOR SHALL MAKE 7HE APPROPRIATE
PROVISION FOR PR07EC77ON OF SAID FACIL177ES 7HE CONTRACTOR
SHALL N077FY QUE- CALL AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA 77ON OF EXIS77NG FACIL177ES BEFORE
CONS77?UC77ON
1 REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES LMT 1412118
suRuE•m: scuE:
MrrCH EVENS, PLS VER"Lu NWVD 1eaa
2 ADJUST LOTS 6-8 LMT 5/22/18 °EsicNm: AS NOTED
3 UPDATED CURB RAMP PER CITY COMMENTS LMT 6115118 SHAWN COOPER
4 WA TER UPDA TES PER FIELD COND177ONS SDC 7110118 ° "`
SHAWN COOPER ONE INC DATUM
5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT) CHW 8110118 CHECKm: AT FULL SCALE
..,- K. PUDISTS, PE IF MYr ONE INCH
NO. REVISION BY DATE APPR SME ACCOR°MOLY
B RETT K. PUDEMM P
J
EX CONC.
BLOCK WALL
TOWN AND COUNTRY CLUB
BUNCALOW SITES
V. 191P.21
6=8848'19-
R=2_5 00
�1 L=38.75'
_ 85.50 J
8509
91012a
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-393518
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
CURB PLAN
AS -BUILT
9/18/20
PAGE
DRAWING NO:
CP-0 1
SHE£'i' OF'
26 27
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...................................................
..................................... ...............
ZZ -
............ .......... ........
..............................................................................
............... V.
. . ..............
. . . . . . . . . . . . . .
.................................... ............................
I.
...........
.................... ....... .....
........... -
. . . . . . . . . . . . .
. . . . . . . . . . . .
..........
....... ........ ....... ......................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . ........................
v
......................................
EX CB 8OJ9, T-11 30" ...............
. .......... 4'-'+'-'+'+"'' 1,*.*-'.*.*-'.+.'-*.*-'.* ....
........... 1 .....................
� .............................. W1T-1 LID 9, ► .............+.........................................................
...
RIM 125.52 .�►....... ............. .................................... .......
12" CONC 1E 1204 93 (W) /. ' . + + + . . . + . . .
12 CONC 1E 1204 79 ............................
.......... ... .................................................... .................................
................. ............... . .............. ..... . . . ........ ..................
.. ........... ....................................................... 4 ........ .............................................
... . ....... �i . ........................................................................................
. . . . ........
710C 124.61 INT 1+75.41 SW LANGSTON RD ......
FL 124. 11 11+49.12 ACCESS REST
................ ...... ....... ....... ....... .......
..........................................
...... .........................................
FL 1204 70 ...............................
...........................
..............
124467
...........
FL 120-78 . ....... EX S0A4H 8028-1148 , T
. . . .. ..........
TOC 120.72 W T-1 LID
FL 120.22 .... .... RIM 119.69 --------- .......
12" CONC 1E 115.09 (W) ................
.......... 12" CONCIE 115.05 (E)'-'-*-*-'-* ..........
122.76 v .........
. . ................ . . .... .......
............... ....................
..................................
120.84
.....................................
..............................
124.67
'C 120' 72 W
120 .22 RIM
12 12
... ..... . .
+
............
120.76
121.57
M'A M.AWRAPf =
SCALE: 1 10'
0 5 10 20
1. THE ADA RAMPS DEPICTED ON THESE APPROVED PLANS WERE
DESIGNED USING THE BEST AVAILABLE INFORMATION THE
CONTRACTOR IS REQUIRED TO USE THE BEST STANDARD OF CARE TO
ENSURE 7HA T THESE RAMPS ARE INSTALLED PER THE APPROVED
PLANS AND/OR PER ACCEPTABLE ADA S TA NDA RD& ANY VA RIA 77 ONS
IN THE INSTALLA 7701V OF THE ADA RAMPS FROM THE APPROVED
PLANS 7HA T DOES NOT COMPLY WITH ADA STANDARDS SHOULD BE
BROUGH T TO THE DESIGN ENGINEER 15 A T7EN 77ON IMMEDIA TEL Y.
2 THE ADA RAMPS ARE DESIGNED TO MEET ADA STANDARDS IN PLACE
AT THE 77ME OF PROECT WS77NG. ANY VARIATION FROM THIS
APPROVED DESIGN DURING C0NS774UCT70N COULD RESULT IN ADA
RAMPS THAT DO NOT COMPLY KfTH THESE ADA STANDARDS
CON7RACTOR IS RESPONSIBLE FOR ENSURING THAT AS -BUILT
COND177ONS MEET THE PLAN DESIGN AND/OR ADA STANDARDS
I
REVISED DRIVE WA YS, SSUN 2 & SELECT SERVICES
LUT
1412118
2
ADJUST LOTS 6-6
LA4T
5122118
3
UPDA 7ED CURB RAMP PER CITY COMMEN IS
LUT
6115118
4
WATER UPDATES PER FIELD CONDITIONS
SOC
7110118
5
REVISIONS TO EAST END OF ALLEY (SW JRD CT)
CHW
81101181
NO.
I REVISION
BY
I DATE
I APPR
..........
.....................
...............
................
.........................................................
-7
...........
............................
........... .......... I . .......
. ................ ............................ .......... u ........
........ ...
''A .......... .... .
.................. ......
P .......................
...................
...................
"1..............
................... ......
. . .... 6
........................ ------
......................................................
.......... ........
RIM 102-90 4-AOO
....................... ........... ....... EX SDMH 8021, T /1 48"
►
.................. 12"CONC IE 700.37 (W) ► ......................
............. 12"CONC IE 700-22 ........................ ...................
................. .. ....................................................................................
........ 4 ....... 4 + - 12 CONC IE 9,9.99 ....... ....... ....... ....... ....... ....... ....... ....... ....... .......
........ ....
...........
..... ............. ......... ........................................
TOC 101.78 ......
io-
............ S ..........
FL -----------------------
............ ....... ....... ......
..................
IN T 21+�5M ACCESS ........
............... ....................................
FL 99.71
4+04.9,3 SW L-ANf TON RI]
..............
. ..............
101.64
....... ...
FL 9Z62
TOC 9Z45
FL 98.95
L - 'v
�N 2
71 T +
4 0
99.77
....... .......................
41
.. ........ ...........
9
-4.
r
UNDERGROUND UTILITY NOTE
UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE
LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE
SHOWN, OR THA T THE LOCA 770N, SIZE AND MA 7ERIAL IS
ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING *HERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR
PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR
STRUCTURES, TO DETERMINE ACTUAL LOCARONS, SIZE AND
MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PR07EC77ON OF SAID FACILITIES THE CONTRACTOR
SHALL NOTIFY QbE-C&L AT B-1-1 (WASHING T0N611.COm) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE
CONS7RUCTION.
ED. SURAEVSCAM-
MrrCH EVENS, PLS VEIVICAL_ NAVD ISM
DESIGNM: AS NOTED 14ORIZOWIAU NAD 1983/1991
SHAWN COOPER
DMWN:
SHAWN COOPER I ONE INCH DATUM
CHECKED . I AT FULL SCALE
BREff K. PUDISM, PE IF NOT OW INCH
APPROVED: SCALE ACCORDINGLY
BRErr K. PUDISM PE
:91151;w
CITY OF
REN TON
Planning/Building/Public Works Dept.
9a &I
9a4a
IWN AND COUNTRY CLUB
BUNGALOW SITES
V. 1 91P.2 1
EX
HOUSE
11221
VA7
R-393518
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
CURB PLAN
AS -BUILT
9/18/20
FIELDBOM-
W4E.
w"No NO.
CP-02
SHEET: OF.
27 27
C 2020 THE BLUELINE GROUP