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1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS
OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE
STATE STANDARD SPECIFICATION SECTION 9-14. S.
2. COVERING SHALL BE INSTALLED AND MAINTAINED
TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON
ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN
ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR
WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE
AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS.
3. CLEAR PLASTIC COVERING SHALL BE INSTALLED
IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1
AND MARCH 31 AND REMAIN UNTIL VEGETATION IS
FIRMLY ESTABLISHED.
4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES,
IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING
PERIOD.
5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO
FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT
SURFACE WATER FLOW BENEATH SHEETS.
6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS
FOR RIPS AND DISLODGED ENDS.
CATCH BASIN INSERT TO BE INSTALLED ON
ALL STORM DRAIN INLETS DOWN SLOPE
AND WITHIN 500' OF PROJECT AREA.
PER CITY OF RENTON STD. PLAN 216.10
SEE SHEET C3.0)
I m
SE 187TH ST I /
50' PUBLIC ROW)
4 - S
1. MULCH MATERIALS USED SHALL BE HAY OR STRAW,
AND SHALL BE APPLIED AT THE RATE OF 75 TO 100
POUNDS PER 1000 SQUARE FEET, OR 90 TO 120 BALES
1.5 TO 2.5 TONS) PER ACRE.
2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH
EXPOSED SLOPES GREATER THAN 2:1.
3. MULCHING SHALL BE USED IMMEDIATELY AFTER
SEEDING OR IN AREAS WHICH CANNOT BE SEEDED
BECAUSE OF THE SEASON.
4. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY
NOVEMBER 1.
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ORANGE
J CONSTRUCTION
FENCING
EX DETACHEDGARAGE
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO 5WOM, REFERENCE 7-8
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC
SUPERVISOR (MAYBE CONSOLIDATED WITH THE
REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
S. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH
BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
S. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS
INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.)
SIMULTANEOUSLY WITH CLEARING AND GRADING FOR
PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN
ACCORDANCE WITH APPENDIX D OF THE SURFACE
WATER DESIGN MANUAL AND MANUFACTURER'S
RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL
NEW MEASURES SO THAT AS SITE CONDITIONS
CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY S EROSION
AND SEDIMENT CONTROL STANDARDS.
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR
MORE THAN SEVEN DAYS DURING THE DRY SEASON
OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC
SHEETING OR EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE
WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR
MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED
AREAS MUST BE STABILIZED AND BMPS REMOVED IF
APPROPRIATE.
PROJECT
LIMITS (TYP)
PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT
OF SOIL SHALL BE IMPLEMENTED WHEN A TRAFFIC HAZARD
MAY BE CREATED OR WHEN THERE IS THE POTENTIAL FOR
SEDIMENT TO BE TRANSPORTED BY WIND. WATER IS THE
MOST COMMON DUST CONTROL USED IN THE AREA. WHEN
USING WATER FOR DUST CONTROL, THE EXPOSED SOILS
SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE
GENERATED BY SPRAYING. EXPOSED AREAS SHALL BE
RE -SPRAYED AS NEEDED. OIL SHALL NOT BE USED FOR
DUST CONTROL.
LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY
THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE
DEVELOPMENT SERVICES DIVISION PER RMC
SECTION44-030.C.2.
CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE
HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH
FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO
THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE
PERMITTED ON SUNDAYS.
20 10 0 20 40
SCALE: 1"= 20'
WITHIN 30 DAYS OF COMPLETION OF GRADING WORK, THE
APPLICANT SHALL HYDROSEED OR PLANT AN APPROPRIATE
GROUND COVER OVER ANY PORTION OF THE SITE THAT IS
GRADED OR CLEARED OF VEGETATION AND WHERE NO
FURTHER CONSTRUCTION WILL OCCUR WITHIN 90 DAYS.
ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR
PLASTIC COVERING AS SPECIFIED IN THE CURRENT KING
COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL
AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED
BETWEEN THE DATES OF NOVEMBER 1ST AND MARCH 31ST
OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S
APPROVAL THIS WORK IS REQUIRED PRIOR TO FINAL
INSPECTION AND APPROVAL OF THE PERMIT.
THE CONTRACTOR MAY NOT FILL, EXCAVATE, STACK, OR
STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS,
SUPPLIES, OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL
IMPERVIOUS SURFACES, OR COMPACT THE EARTH INANY
WAY WITHIN THE AREA DEFINED BY THE FRIP LINE OF ANY
TREE TO BE RETAINED.
THE CONTRACTOR SHALL ERECT AND MAINTAIN A 6 -FOOT
HIGH CHAIN LINK, TEMPORARY CONSTRUCTION AROUND
THE DRIP LINES OF ALL TREES TO BE RETAINED, OR ALONG
THE PERIMETER OF A STAND OF RETAINED TREES.
PLACARDS SHALL BE PLACED ON FENCING EVERY 50 FEET
WITH THE WORDS, "NO TRESPASSING - PROTECTED TREES"
OR ON EACH SIDE OF THE FENCING, IF LESS THAN 50 FEET.
SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR
GROUPS OF TREES SHALL BE FENCED AND SIGNED.
INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. IN
ADDITION, THE CONTRACTOR SHALL PROVIDE SUPERVISION
WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR
TREES.
K- EX 5' CONC
PROVIDE SILT FENCE AS NECESSARY SIDEWALK
ON DOWNHILL SIDE OF SLOPES TO EX ROCKERY
PREVENT SILT LADEN RUNOFF TO
ENTER ADJACENT PROPERTY. PER CITY
OF RENTON STD. PLAN 214. 00 EX CONTOUR
SEE SHEET C3.0) (TYP)
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PROJECTS \
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INSTALL STABIDZED IbM' 14 S 48Iwccl-9e aovrn x;rws.mas
laui Iwrrn Aae Pii CONSTRUCTION ST ENTRANCE PERCITYOFRENTONSTD. PLAN 215.10
SEE SHEET C3.0)
1
3 MYLARS
2 REVISED PER CITY OF RENTON COMM£
1 REVISED PER CITY OF RENTON COMML
NO. REVISION
BML 08/13/14 BML
DATED 06/16/2014 BML06/22/14 oxriie AAP
DATED 06/12/2014 BML 06/27/14 am®:
BY DATE APPR
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INSTALL STABIDZED IbM' 14 S 48Iwccl-9e aovrn x;rws.mas
laui Iwrrn Aae Pii CONSTRUCTIONST ENTRANCE PERCITYOFRENTONSTD. PLAN 215.10
SEE SHEET C3.0)
1
3 MYLARS
2 REVISED PER CITY OF RENTON COMM£
1 REVISED PER CITY OF RENTON COMML
NO. REVISION
CONSULT.
A
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1"=20'
ME MOI
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F HOf dE YNN
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CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4
INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A
FINISHED UNCOMPACTED DEPTH OF 12 INCHES.
THE ORGANIC CONTENT FOR "PRE-APPROVED"AMENDMENT
RATES SHALL BE MET USING COMPOST THAT MEETS THE
DEFINITION FOR "COMPOSTED MATERIALS" IN WAC
173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN
ORGANIC MATTER CONTENT OF 35°/a TO 65%, AND A
CARBON TO NITROGEN RATIO BELOW 25:1
RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND
NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE.
IN ANY AREAS REQUIRING GRADING REMOVE AND
STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A
DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO
PUBLIC RESOURCES AND CRITICAL AREAS, TO BE
REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE
FEASIBLE.
ALL AREAS SUBJECT TO CLEARING AND GRADING THAT
HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL
DEMONSTRATE THE FOLLOWING:
1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC
MATTER CONTENT OF 5% ORGANIC MATTER AND A
PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE
UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL
HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT
WHERE TREE ROOTS LIMIT THE DEPTH OF
INCORPORATION OF AMENDMENTS NEEDED TO MEET
THE CRITERIA.
2) USE COMPOST AND OTHER MATERIALS SHALL MEET
WAC 173-350-100
SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE
METHODS LISTED BELOW.
OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND
SOIL, AND PROTECT FORM COMPACTION DURING
CONSTRUCTION
OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL
EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT
CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL
AND AMENDED.
OPTION 3: STOCKPILE EXISTING TOP DURING GRADING,
AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL
MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC
MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT
PRE -APPROVED" RATE OR ATA CUSTOM CALCULATED RATE.
OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC
CONTENT AND DEPTH TO MEET REQUIREMENTS.
SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR
AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE
WESTERN WASHINGTON STORMWATER MANUAL FOR
FURTHER DIRECTION.
R-314602
CITY OF RENTON
APPROVED BY:La
APPROVED BY:
APPROVED BY.-
APPROVED
Y:
APPROVED BY:
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
TESC PLAN
CTD' a-3-7`/(DO']_ Emil
DATE:
DATE:
DATE:
MUE
5/6/2014
EW NA
G. Ne
2
C2
2 7
BML 08/13/14 BML
DATED 06/16/2014 BML06/22/14 oxriie AAP
DATED 06/12/2014 BML 06/27/14 am®:
BY DATE APPR
BML
PPP,,,,
CONSULT.
A
I I
1"=20'
ME MOI
M ML SVIE
F HOf dE YNN
fXE /CMCPKLY
0 I..
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4
INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A
FINISHED UNCOMPACTED DEPTH OF 12 INCHES.
THE ORGANIC CONTENT FOR "PRE-APPROVED"AMENDMENT
RATES SHALL BE MET USING COMPOST THAT MEETS THE
DEFINITION FOR "COMPOSTED MATERIALS" IN WAC
173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN
ORGANIC MATTER CONTENT OF 35°/a TO 65%, AND A
CARBON TO NITROGEN RATIO BELOW 25:1
RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND
NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE.
IN ANY AREAS REQUIRING GRADING REMOVE AND
STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A
DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO
PUBLIC RESOURCES AND CRITICAL AREAS, TO BE
REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE
FEASIBLE.
ALL AREAS SUBJECT TO CLEARING AND GRADING THAT
HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL
DEMONSTRATE THE FOLLOWING:
1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC
MATTER CONTENT OF 5% ORGANIC MATTER AND A
PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE
UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL
HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT
WHERE TREE ROOTS LIMIT THE DEPTH OF
INCORPORATION OF AMENDMENTS NEEDED TO MEET
THE CRITERIA.
2) USE COMPOST AND OTHER MATERIALS SHALL MEET
WAC 173-350-100
SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE
METHODS LISTED BELOW.
OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND
SOIL, AND PROTECT FORM COMPACTION DURING
CONSTRUCTION
OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL
EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT
CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL
AND AMENDED.
OPTION 3: STOCKPILE EXISTING TOP DURING GRADING,
AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL
MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC
MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT
PRE -APPROVED" RATE OR ATA CUSTOM CALCULATED RATE.
OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC
CONTENT AND DEPTH TO MEET REQUIREMENTS.
SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR
AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE
WESTERN WASHINGTON STORMWATER MANUAL FOR
FURTHER DIRECTION.
R-314602
CITY OF RENTON
APPROVED BY:La
APPROVED BY:
APPROVED BY.-
APPROVED
Y:
APPROVED BY:
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
TESC PLAN
CTD' a-3-7`/(DO']_ Emil
DATE:
DATE:
DATE:
MUE
5/6/2014
EW NA
G. Ne
2
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2 7
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SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE
IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER
UTILITY, WATER UTILITY, 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.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF
VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN
THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
OBSERVED DURING CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR
FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED
AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES,
SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL
FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR
TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT
TRANSPORTATION OF SEDIMENT TO SURFACE WATER,
DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL
EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED
INA SA77SFACTORY CONDITION UNTIL SUCH TIME THAT
CLEARING AND/OR CONSTRUCTION IS COMPLETE AND
POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENTAND
ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS
SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS
DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT
MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION
CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND
TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION
CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
B. ANYAREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO
DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH
MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON
APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY
STABILIZED WITH THE APPROVED ESC COVER METHODS (E. G.,
SEEDING, MULCHING, PLASTIC 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. ANYAREA NEEDING ESC MEASURES, NOT REQUIRING
IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN
7) DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED
AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE
ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH
30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT
ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS,
SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A
TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET
ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
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 PREPARATION FOR THE WINTER
RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH
MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF
RENTON FOR REVIEW.
HN IN FILTER FABRIC NNAUL BE SPLICED
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NOTES1. CONDRIONOFUSE
11.
1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENOEDTO TREAT SUBSTANTIALAMWNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TOA SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTE%TILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE,
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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 EKTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED. THE SLOPES. NOT BE STEEPERTHAN 2HAV
24. IFA WPICAL SILT FENCE IS USED, THE STANDAR04M TRENCH MY NOT BE REDUCED AS LONG AS THE BOTTOMS INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE INA TRENCH THAT STABILIZES THE FENCE AND GOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
3. MNNTENANCESTANOAROS
3.1. MY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3 IF CONCENTRATED FLOES ARE EVIDENT UPHILL 00 THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TOA SEDIMENT TRAP OR PWO.
B3 IT IS IMPORTANT RRITOCHECKTHEUPHILLSIDEOFTHEFENCEFORSIGNSOFTHEFENCECLOGGINGANDACTINGASABAER TO FLOWAND
THEN CAUSING CHANNELIZATION OF ROWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT.
31, SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH.
3.5. IF THE FILTER FABRIC NGEOTEMILE) HAS DETERIORATED DUE TO ULTRAVIOLET OREPI(DOWN.IT SHALL BE REPLACED
4/ .6 SID. PLAN - 214.ODTPUBLICSILTFENCE
MARCH 2008
DEPARTMENT
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1. CONDRIONOFUSE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILQED WHENEVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WTRIIN 1,000 FEET OF THE SITE.
2. DESIGNANDINSTALLATIONSPECIRCATIONS
2.1. HOG FUEL NWOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
ATANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
22. FENCINGSHALLBE ANCE. INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTR
23. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REWCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PPD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
32. 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. R SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK. AND WASHED WATER SHALL GRAIN 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 SUE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,
UCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS ATHREAT TO PUBLIC SAFETY IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT MOULD THEN BE WASHED INTO THE SUMP WHERE U CAN BE CONTROLLED AND
DISCHARGEDAPPROPRNTELY.
3.4. ANY QUARRY SPALLS THAT ME LOOSENED FROM THE PAD AND ENO UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SUES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC,
PUBLIC WORKS STABILIZED
STD. PIAN - 216.10
DEPARTMENT CONSTRUCTION ENTRANCE
MARCH 2008
1. CONDITIONOFUSE
1.1. SHALL BE PROVIOED FOR ALL STORM DRAIN INLETS DOMISLOPE AND WIlHN SCO FEET OF A DISTURBED OR CONSR,IICTIDNAREA UNLESS
THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRM.
I2 MAY SE WED MYW'NERE AT THE APPLICANTS DISCRETION TO PROTECT DRAIII SYSTEM
1.3. THE CONIRIBUTING DRNNAGE AREA MOST NOT BE URGER THAN I ACRE
2. DEBWHANDINSTALLATNINSPEWIGTNN,6
2.1. FILMRFMRICBONLYALLOWEOWEREPONDINGWILLNOTBEATR.YFFICCONCERNANDVABME$CPEEROSICNNVLNDTRESULTWME
CURB IS OVERTOPPED BY PONDEO WATER
2.2 THE PLACEMENT OFA RLWRFABRIC UNDER GRATES IS GENERALLY PROBSITEDANDTHE USE OF FILTER FABRICOJER(tlU MSTRICRY
LIMITED AND DISC W RAGED.
1 M/JNIEMMICEBTANDARDB
3.1. AWACCUMULATEDSEDIMENT ON BR AROUND INLET PROTECTION SHALL BE REMOVED IMIEDNTELY. SFDMFM SINLL NOT BE REMOVED
MH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FlLL ON SIZE M H1LLED OFF SITE
PUBLIC WORKS FILTER FABRIC PROTECTION '
PLAN - 216'20
DEPARTMENT
MARCH 2008
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2 REVTSED PER CTTY OF RENTON COMMENTS, DATED 06/16/2014 BML
1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/11/2014 BML
NO. REVISION BY
DRIVEWAY ENTRANCE
a,DobeoxcRElE CL V CONCRETE TYPES 1, 2, 3 1114
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1.1 =201=2D' Nolaxim : TMD IM3/1aa1
08/13/14 BML
06/22/14 SAP
06/27/14 o¢1MD, I
BML
DATUM
SECTORS. E T O SOLE
DATE APPR 3w mm wN-
Emod
E ""`Lr
LCB
CITY OF
NIL RENTON
Planning/Building/Public Works Dept.
R-374603
CITY OF RENTON
APPROVED BY:
APPROVED
APPROVED
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
TESC NOTES AND DETAILS
CD: 2_ '3'7u603
DATE:
GATE:
DATE:
5/6/2014
A"D NA
DM.xO
C3
MN4T: 3 .7
NNNNA
i 105.5' LOT 1 L 27
Iw
20' ACCESS &
t UTILITY EASEMENT 1'
TIE INTO EXISTING
vJ ¢ 6' ITSHARED
I
vwi
GRADE(TYP)
i t SHOULDER ACCESS DRIVEU)
L
EX GRADE PROPOSED I o
n
q I w E SINGLE FAMILY i
LL I Z F.F. 4RESIDE90C0'
Y -.--
VARIES VARIES . .. ,. .
Lel
No
W
U)
W
2
3" HMA CL 1/2" /^tea // "
PROPOSEDPROPOSED 6"ROOF
2 1/2' CSTC COLLECTOR PIPE
COMPACT SUBGRADEMAXIMUMACHIEVE95% OF MAXIMUM
DENSITY STANDARD PROCTOR.
pZ
EX DETACHEDGARAGE
1LAROLO IIOIX:E
I:hI VM11 ARSE I 1
WYSW6U110 '
8 /
SEWER
STUB (7YP)
I
it
I '
I;
I
ROW
ROW PL
11' ROW
DEDICATION
I
2.7' 14
SEE
S' SIDEWALK
SEE DETAIL I FOR J DEPRESSED J ROADWAYDRIVEWAYSECTIONCURB & GUTTER
DRIVEWAY
NEW 1 CONCRETEENTRANCE
PER WSDPERWSODT STD PLAN
F-80.10-02
PUBLIC ACCESS PROFILE
C4 SCALE: 1"=20'
LOT 1 SECTION VIEW \
EX 5' CONC IC4SCALE: N.T.S. EX CONTOUR \ ,\ \ SIDEWALK
rvP)
it
1 \ EX ROCKERY
cclu'I) r V nO
IW1"Fif AIT ir.
pMjos 9V<
78.03'
q0 -f- _ F- _-491.1
BUILDING
I / LOT 2 LINE ((TTYC )
8,232 SF t)
soco j ROOF DOWNSPOUT (rvv)
ROOF DOWNSPOUT (rvP) } \ \ (TYP) N I
I
I
I
I
I
I
I
I
I
I
I
SSCO I IrvP)
I I
I I
I__-_______ I
I
I I 4" PVC ROOF DRAIN PIPE
@ S= 1.0% MIN. (rvP) /
I /
PROPOSED
SINGLE FAMILY
RESIDENCE
F.F.= 491.5'
I I
4\ I I 2 I IVI
490.00
491.50 891.50
I I PROPOSED CONC
DRIVE/WALK
I
P 490 00 \
6" IE 487.00
54'33"E 40.01'
EX TOP EX TOE 483.00/
41 I '
488.00
I 382' RIGHT TURN SITE 1
DISTANCE TRLANGE
SEE SITE DISTANCE t I 1 12' RIGHT OF WAY
LOT 1 TABLE ON THIS SHEET DEDICATION
8,232 SF
il
EX TOP 489.00 .z
NEW TOP 488.00
I \
PVC ROOF DRAIN PIPE
@I@ 5= 1.0% MIN. (rvP)
EX TOE 4835_
W
F V u
REMOVE TOP ROCKS OF w ¢ jPROPOSED ' 1 _I`+- - RETAINING WALL TO M y
SINGLE FAMILY I Ewo I :
Ili 1' I ELEVATION SHOWN ON THE =
RESIDENCE PLANS TO INCREASE SITE o ...
F.F.=490.0' DISTANCE VISIBILITY 2 0
AREASTRIP FOR DISPERSIONGRAVELA
l I AND EXISTING RETAINING
1 WALL SHALL BE I I
I - VEGETATED WITH SOD
EX TOP 489.20
190.00 / I CONNECT ROOF DRAIN TO I NEW TOP 488.00 /
PERFORATED STUB (TVP) III I-
Q I I I EX TOE 484.75
x
I
1O LF 6"PERFORATED / EX CS
CONNECT ROOF DRAIN TO 490' STORM STUB WITHIN
R-314604
10 5 0
SCALE: 1"=10'
10 20
7T d1
j I PERFORATED STUB (rvP) PROPOSED CONCH - I 10'Lx2'Wx2'D GRAVEL -
TOP 484.30 - -
8" ADS fE 481.68 (;W ?IF • g°R $ ta4 yr
I / r I ORNE/WALK - I TRENCH (rvP) 112" CONC. IE 481.32
10 LF 6" PERFORATED i ,- ! :I .
J:
I 12" LCPE IE 481.32 (W) .M1 pl W 'Ti i 1'
I Y STORM STUB WITHIN I 489.90 r ry 489.901 I
NEEX
TOP 488.75
W TOP 488.00
I ~
10'Lx2'Wx2'D GRAVEL (
Ir
yI
TRENCH (rvP) I o I i iJ // / _ MR D6RRiuluhTclA1
7 /
I q . EX TOE 485.751 X S S S¢,_ 48 Q489.66
2'WIDE STRIP _t l OF CRUSHED/ SOLO #1 480
I
ROCK i - / / TOP486.00 / I m 1% 0°I0Gl
488.86 ( 6"IE483.00 I bY5, 1pJg`3 , 1. TBC 484.8
r 484.8 j
78 LF, 6 PVC PIPE, S=3.8%
TBC 484.5.
ti pq 489.95.'GB 486.00 1 I
491.48 2.4% 490.71 l 2.4°/u G84B9.60 6:2% 487.86•. / 6.2% o * 484.6
I - 491 48 • \ 490.71 1- - - 489.96 - GB 489.60 48286 F - - 1
M]I{-.\I'o •GB 486.00 I I { `2 NEW TYPE 1 CONCRETE.
L DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02. SEE SHEET C3.0
1 I TBC 484.9
1 `-___- _._78.03___ .c, _J__
i`- ___ 78 3'_ /
485.0
I
1
N8954'33"E / 168.06' I /
I ..i'Y N89°54'33"E 40,01'. I,
I ` / T l TBC 486.4.
I I
4855
10' UTILITY EASEMENT FOR Jwz- : / I g .
SODS CREEK SEWER & WATER PROPOSED SEWER LINE 20' ACCESS & UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEE APPROVED SOOS TO BE RECORDED WITH SHORT PLAT I IPROPOSEDSSMH1261-5 / CB #1, TYPE 1 (PRIVATE) - -
WITH SHORT PLAT __ / CREEK SEWER PLANS)
TYPE I-48 / W/VANED GRATE TWO (2) NEW WATERSERVICES
SEE APPROVED SODS / 12' PROPOSED SHARED TOP 485.95 - CONTRACTOR TO COORDINATE WITH
12'PROPOSED CREEK SEWER PLANS) ASPHALT DRIVE I / 6' PVC IE 482.4 (IN -W) SODS CREEK UTILITY DISTRICT
ASPHALT DRIVE / 12" LCPE IE 481.9 (OUT -E) \' I
IM)Cft_Ifi NORTH ( K
ImaT 1°aTu owu
1O71WiNORTH
REMOVE/CUT DISTANCE TRI
ANGLE
SO
VEGAN
Ixwv uanl nr•Ese 500' LEFT TURN SITE
WITHIN SITE DISTANCE TRIANGLE A VEGETATIONIllb-vul I DISTANCE TRIA
BLE
I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
SEE SITE DISTANCE TABLE I I ROAD GRADE. APPROVAL FROM RENTON
ON THIS SHEET OWNSGRL , I I 4Q I RAND PROPERTY OWNERS AS NECESSARY
CITY OF RENTON
suN°Tln BEYLER CONSULT. rvr:
1"=zo'
APPROVED BY: DATE:
BML3MYLARSBML08/13/14
2 REVISED PER CITYOF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 IAp
1 REVISED PER CRI' OF RENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 cl<ciclup. BML M My seuc
r rar aE ulal
NO. REVISION BY DATE APPR rRmm: LCB
I I PROPOSED CONC
DRIVE/WALK
I
P 490 00 \
6" IE 487.00
54'33"E 40.01'
EX TOP EX TOE 483.00/
41I '
488.00
I 382' RIGHT TURN SITE 1
DISTANCE TRLANGE
SEE SITE DISTANCE t I 1 12' RIGHT OF WAY
LOT 1 TABLE ON THIS SHEET DEDICATION
8,232 SF
il
EX TOP 489.00 .z
NEW TOP 488.00
I \
PVC ROOF DRAIN PIPE
@I@ 5= 1.0% MIN. (rvP)
EX TOE 4835_
W
F V u
REMOVE TOP ROCKS OF w ¢ jPROPOSED ' 1 _I`+- - RETAINING WALL TO M y
SINGLE FAMILY I Ewo I :
Ili 1' I ELEVATION SHOWN ON THE =
RESIDENCE PLANS TO INCREASE SITE o ...
F.F.=490.0' DISTANCE VISIBILITY 2 0
AREASTRIP FOR DISPERSIONGRAVELA
l I AND EXISTING RETAINING
1 WALL SHALL BE I I
I - VEGETATED WITH SOD
EX TOP 489.20
190.00 / I CONNECT ROOF DRAIN TO I NEW TOP 488.00 /
PERFORATED STUB (TVP) III I-
Q I I I EX TOE 484.75
x
I
1O LF 6"PERFORATED / EX CS
CONNECT ROOF DRAIN TO 490' STORM STUB WITHIN
R-314604
10 5 0
SCALE: 1"=10'
10 20
7T d1
j I PERFORATED STUB (rvP) PROPOSED CONCH - I 10'Lx2'Wx2'D GRAVEL -
TOP 484.30 - -
8" ADS fE 481.68 (;W ?IF • g°R $ ta4 yr
I / r I ORNE/WALK - I TRENCH (rvP) 112" CONC. IE 481.32
10 LF 6" PERFORATED i ,- ! :I .
J:
I 12" LCPE IE 481.32 (W) .M1 pl W 'Ti i 1'
I Y STORM STUB WITHIN I 489.90 r ry 489.901 I
NEEX
TOP 488.75
W TOP 488.00
I ~
10'Lx2'Wx2'D GRAVEL (
Ir
yI
TRENCH (rvP) I o I i iJ // / _ MR D6RRiuluhTclA1
7 /
I q . EX TOE 485.751 X S S S¢,_ 48 Q489.66
2'WIDE STRIP _t l OF CRUSHED/ SOLO #1 480
I
ROCK i - / / TOP486.00 / I m 1% 0°I0Gl
488.86 ( 6"IE483.00 I bY5, 1pJg`3 , 1. TBC 484.8
r 484.8 j
78 LF, 6 PVC PIPE, S=3.8%
TBC 484.5.
ti pq 489.95.'GB 486.00 1 I
491.48 2.4% 490.71 l 2.4°/u G84B9.60 6:2% 487.86•. / 6.2% o * 484.6
I - 491 48 • \ 490.71 1- - - 489.96 - GB 489.60 48286 F - - 1
M]I{-.\I'o •GB 486.00 I I { `2 NEW TYPE 1 CONCRETE.
L DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02. SEE SHEET C3.0
1 I TBC 484.9
1 `-___- _._78.03___ .c, _J__
i`- ___ 78 3'_ /
485.0
I
1
N8954'33"E / 168.06' I /
I ..i'Y N89°54'33"E 40,01'. I,
I ` / T l TBC 486.4.
I I
4855
10' UTILITY EASEMENT FOR Jwz- : / I g .
SODS CREEK SEWER & WATER PROPOSED SEWER LINE 20' ACCESS & UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEE APPROVED SOOS TO BE RECORDED WITH SHORT PLAT I IPROPOSEDSSMH1261-5 / CB #1, TYPE 1 (PRIVATE) - -
WITH SHORT PLAT __ / CREEK SEWER PLANS)
TYPE I-48 / W/VANED GRATE TWO (2) NEW WATERSERVICES
SEE APPROVED SODS / 12' PROPOSED SHARED TOP 485.95 - CONTRACTOR TO COORDINATE WITH
12'PROPOSED CREEK SEWER PLANS) ASPHALT DRIVE I / 6' PVC IE 482.4 (IN -W) SODS CREEK UTILITY DISTRICT
ASPHALT DRIVE / 12" LCPE IE 481.9 (OUT -E) \' I
IM)Cft_Ifi NORTH ( K
ImaT 1°aTu owu
1O71WiNORTH
REMOVE/CUT DISTANCE TRI
ANGLE
SO
VEGAN
Ixwv uanl nr•Ese 500' LEFT TURN SITE
WITHIN SITE DISTANCE TRIANGLE A VEGETATIONIllb-vul I DISTANCE TRIA
BLE
I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
SEE SITE DISTANCE TABLE I I ROAD GRADE. APPROVAL FROM RENTON
ON THIS SHEET OWNSGRL , I I 4Q I RAND PROPERTY OWNERS AS NECESSARY
CITY OF RENTON
suN°Tln BEYLER CONSULT. rvr:
1"=zo'
APPROVED BY: DATE:
BML3MYLARSBML08/13/14
2 REVISED PER CITYOF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 IAp
1 REVISED PER CRI' OF RENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 cl<ciclup. BML M My seuc
r rar aE ulal
NO. REVISION BY DATE APPR rRmm: LCB
1O LF 6"PERFORATED / EX CS
CONNECT ROOF DRAIN TO 490' STORM STUB WITHIN
R-314604
10 5 0
SCALE: 1"=10'
10 20
7T d1
j I PERFORATED STUB (rvP) PROPOSED CONCH - I 10'Lx2'Wx2'D GRAVEL -
TOP 484.30 - -
8" ADS fE 481.68 (;W ?IF • g°R $ ta4 yr
I / r I ORNE/WALK - I TRENCH (rvP) 112" CONC. IE 481.32
10 LF 6" PERFORATED i ,- ! :I .
J:
I 12" LCPE IE 481.32 (W) .M1 pl W 'Ti i1'
I Y STORM STUB WITHIN I 489.90 r ry 489.901 I
NEEX
TOP 488.75
W TOP 488.00
I ~
10'Lx2'Wx2'D GRAVEL (
Ir
yI
TRENCH (rvP) I o I i iJ // / _ MR D6RRiuluhTclA1
7 /
I q . EX TOE 485.751X S S S¢,_ 48 Q489.66
2'WIDE STRIP _t l OF CRUSHED/ SOLO #1 480
I
ROCK i - / / TOP486.00 / I m 1% 0°I0Gl
488.86 ( 6"IE483.00 I bY5, 1pJg`3 , 1. TBC 484.8
r 484.8 j
78 LF, 6 PVC PIPE, S=3.8%
TBC 484.5.
ti pq 489.95.'GB 486.00 1 I
491.48 2.4% 490.71 l 2.4°/u G84B9.60 6:2% 487.86•. / 6.2% o * 484.6
I - 491 48 • \ 490.71 1- - - 489.96 - GB 489.60 48286 F - - 1
M]I{-.\I'o •GB 486.00 I I { `2 NEW TYPE 1 CONCRETE.
L DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02. SEE SHEET C3.0
1 I TBC 484.9
1 `-___- _._78.03___ .c, _J__
i`- ___ 78 3'_ /
485.0
I
1
N8954'33"E / 168.06' I /
I ..i'Y N89°54'33"E 40,01'. I,
I ` / T l TBC 486.4.
I I
4855
10' UTILITY EASEMENT FOR Jwz- : / I g .
SODS CREEK SEWER & WATER PROPOSED SEWER LINE 20' ACCESS & UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEE APPROVED SOOS TO BE RECORDED WITH SHORT PLAT I IPROPOSEDSSMH1261-5 / CB #1, TYPE 1 (PRIVATE) - -
WITH SHORT PLAT __ / CREEK SEWER PLANS)
TYPE I-48 / W/VANED GRATE TWO (2) NEW WATERSERVICES
SEE APPROVED SODS / 12' PROPOSED SHARED TOP 485.95 - CONTRACTOR TO COORDINATE WITH
12'PROPOSED CREEK SEWER PLANS) ASPHALT DRIVE I / 6' PVC IE 482.4 (IN -W) SODS CREEK UTILITY DISTRICT
ASPHALT DRIVE / 12" LCPE IE 481.9 (OUT -E) \' I
IM)Cft_Ifi NORTH ( K
ImaT 1°aTu owu
1O71WiNORTH
REMOVE/CUT DISTANCE TRI
ANGLE
SO
VEGAN
Ixwv uanl nr•Ese 500' LEFT TURN SITE
WITHIN SITE DISTANCE TRIANGLE A VEGETATIONIllb-vul I DISTANCE TRIA
BLE
I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
SEE SITE DISTANCE TABLE I I ROAD GRADE. APPROVAL FROM RENTON
ON THIS SHEET OWNSGRL , I I 4Q I RAND PROPERTY OWNERS AS NECESSARY
wxrcx x.w Ivm
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
PAVEMENT RESTORATION SHALL SEAS PER THE CITY OF
RENTON STREET OVERLAY AND STANDARD TRENCH
RESTORATION FOR WORK ON BOTH SE 187TH STAND ANY
WORK IMPACTING 108TH AVE SE
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7.8
1. 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 THE CITY PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF
BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE
AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE.
ALL FOOTING WALLS SHALL BE PROVIDED WITH A DRAIN
AT THE BASE OF THE FOOTING ELEVATION. DRAINS
SHOULD CONSIST OF RIGID PVC PIPE SURROUNDED BY
WASHED PEA GRAVEL. THE LEVEL OF THE PERFORATIONS
IN THE PIPE SHOULD BE SET AT OR SLIGHTLY BELOW THE
BOTTOM OF THE FOOTING AND THE DRAINS SHOULD BE
CONSTRUCTED WITH SUFFICIENT GRADIENT TO ALLOW
GRAVITY DISCHARGE AWAY FROM THE BUILDING.
BASIS OF BEARINGS
PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH
STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS
NORTH 89°38'54" EAST.
VERTICAL DATUM
NAVD 88. THE ELEVATION OF THE BRASS DISK SETAS
KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE
SOUTHEAST IS 486.860
CITY OF RENTON
suN°TlnBEYLER CONSULT. rvr:
1"=zo'
APPROVED BY: DATE:
BML3MYLARSBML08/13/14
2 REVISED PER CITYOF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 IAp
1 REVISED PER CRI' OF RENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 cl<ciclup. BML M My seuc
r rar aE ulal
NO. REVISION BY DATE APPR rRmm: LCB
wxrcx x.w Ivm
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
PAVEMENT RESTORATION SHALL SEAS PER THE CITY OF
RENTON STREET OVERLAY AND STANDARD TRENCH
RESTORATION FOR WORK ON BOTH SE 187TH STAND ANY
WORK IMPACTING 108TH AVE SE
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7.8
1. 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 THE CITY PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF
BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE
AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE.
ALL FOOTING WALLS SHALL BE PROVIDED WITH A DRAIN
AT THE BASE OF THE FOOTING ELEVATION. DRAINS
SHOULD CONSIST OF RIGID PVC PIPE SURROUNDED BY
WASHED PEA GRAVEL. THE LEVEL OF THE PERFORATIONS
IN THE PIPE SHOULD BE SET AT OR SLIGHTLY BELOW THE
BOTTOM OF THE FOOTING AND THE DRAINS SHOULD BE
CONSTRUCTED WITH SUFFICIENT GRADIENT TO ALLOW
GRAVITY DISCHARGE AWAY FROM THE BUILDING.
BASIS OF BEARINGS
PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH
STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS
NORTH 89°38'54" EAST.
VERTICAL DATUM
NAVD 88. THE ELEVATION OF THE BRASS DISK SETAS
KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE
SOUTHEAST IS 486.860
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APPROVED BY: DATE:AM-n-
APPROVED BY: DATE:
APPROVED BY: DATE:
APPROVED BY: DATE:
MELROSE SHORT PLAT
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CONSTRUCTION PLANS NA
U14002532 NA
GRADING, DRAINAGE, & PAVING PLAN C4
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PIPE ALLOWANCES
Size
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30'to98'
PWFCGCIIEIE
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kgabwmPnw. 2 TFa MwNUUldmmetwePagxgt Oe graamrtlw 2nd. K+wbpum el6
neve awelmwmam ofYmmlmumm2.5'm Im oaf McP4.. nwwnum geD oedasn tlO laIPMIatl wm1 end ge d4ebe of tle Pipe.
Ala Ina Foe b trem0ed, N BIe geP wtm pNi malar n 6aatlege
wM smndem slxedlaFa gw.s.
3. Tro me4mumdepm tloln me futlNetl gratlemtlw laweMPM hrveR
ene9 ro 6'.
4. rM fierce,M enm mFl bOlneblmC Wll meddg000Hn.
s. TIF Read Bete Spdbn may Mvee mewed flow,eM tle wam may
5eslaped ae mm d 124 aalagr.
s. TIw FgIINe MMueemaswed mneme ernes peadma gdlan.
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8. Ngratleregeap aftlrga NeA 00 ie11n lnaterin eCSrrlelXmweh
Smnmrd Spdaliradan 901.3.
eEESALrmlwrlvEvaNKIDAar aAu aEcllox
PUBLIC WORKS CATCH BASIN TYPE 1
STD. PLN - 200.00
a DEPARTMENT
MARCH 2008
rr' iiceL
Rjj.1PNa NOTES:
1. pgml'Paxla tlmlb YomatlYsgnaelafp
armA N•n MnEaimse. FIXgwmmbPlbt
N. m m[ ue IcnmFa Emo. a ne pq m1yFFLn
zm.Mrlromewrsawawn
2 NNYatl Nm9snldq YMPb•ades Mel l»
NaandamMOdery A
9. Camxcm W Mg.eNgNh IeWpWMaeY W
YWYYdN mrM Adsb
4. CwoaY Pq. VIMnv WN dWwleiiNmrFd.MY
MYUMYeddvLNdsOn0.
s o.0. b.alrmn.asadsa.n.ra•q»udF
a4ww•napw 1[Tts M•.sehaYwl®
0.D, nM i mPdlwn Mel G O.0. uH O.O. eq W
s:mwam padaweeaea
1'o'raeFxwutz n.wAylaz.4Rmetlragl
D'. 2' -ll• tr Helves OeMr va14Y atl upas
EaMwmmsa.
I
A"r„a. zr Lo.ewwN
r.+...wz>•m
EF40,far FWILN pp•
tldJl meWIM lNdetl In p.5bpre W'enerY
Psc1eO m e5% niFpminn dudry.
Me11wd8aGmnlled'nI(WSOOT/APNM
MelMem epadepsl4as.)
Pipe Size Min. metbetweenW.18
drCular Pipe
Cana. LCPE, CMP
dmmeter)
1Tm24' 1T
30'to98' diam.)2
102'm 18P 48'
Plq - arch
metal onysPw)
muk-
12'
43' to 14T span/3
148'1.189'
o
SECTION C)
MELROSE SHORT PLAT
D.e
5/6/2014
CONSTRUCTION PLANS fF1da"C"NA
U14002532 AWNp
Rjj.1PNa NOTES:
1. pgml'Paxla tlmlb YomatlYsgnaelafp
armA N•n MnEaimse. FIXgwmmbPlbt
N. m m[ ue IcnmFa Emo. a ne pq m1yFFLn
zm.Mrlromewrsawawn
2 NNYatl Nm9snldq YMPb•ades Mel l»
NaandamMOdery A
9. Camxcm W Mg.eNgNh IeWpWMaeY W
YWYYdN mrM Adsb
4. CwoaY Pq. VIMnv WN dWwleiiNmrFd.MY
MYUMYeddvLNdsOn0.
s o.0. b.alrmn.asadsa.n.ra•q»udF
a4ww•napw 1[Tts M•.sehaYwl®
0.D, nM i mPdlwn Mel G O.0. uH O.O. eq W
s:mwam padaweeaea
1'o'raeFxwutz n.wAylaz.4Rmetlragl
D'. 2' -ll• tr Helves OeMr va14Y atl upas
EaMwmmsa.
I
A"r„a. zr Lo.ewwN
r.+...wz>•m
EF40,far FWILN pp•
tldJl meWIM lNdetl In p.5bpre W'enerY
Psc1eO m e5% niFpminn dudry.
Me11wd8aGmnlled'nI(WSOOT/APNM
MelMem epadepsl4as.)
Pipe Size Min. metbetweenW.18
drCular Pipe
Cana. LCPE, CMP
dmmeter)
1Tm24' 1T
30'to98' diam.)2
102'm 18P 48'
Plq - arch
metal onysPw)
18'm38' 12'
43' to 14T span/3
148'1.189' 48'
w N PUBLIC WORKS PIPE COMPACTION
STD. PLN - 220.00
7C DEPARTMENT DESIGN AND BACKFILL MARCH 2008
CLEOHaUXFACE AVO 1(GrNNA
FRQMEUHIFgGICCMAm.
ME WPFACEAFFA6ME BPBE SE4MW MM
BEPRWRD TOME WfrONMF CF1NE
AFN9RIFMSECImU.
FRAME AND VANND aRAW
SANG umm
Norex
1. THE COVER OR MATING OF A CATCH BASIN SHALL NOT
B E GROUTED TO ANAL GRATE UNTIL THE RNN
ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HRR BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GNEN BY THE ENGINEER TO GROAT OR GRATING IN
PUCE INACCORDANCE Vlffll STANOMD 9PEGH'IGTION
7_051.
2 SHIMS SHALL NOT BEIS USED TOSET FRAME TOGRACE. THE USEM SHIMS ISPROHIBITED.S RED. 3. MORTARMAL.S PLACED PLACEMENT. TMENiRINGSANDBRICKSISPERMITTEDER (PLACEMEN. 4. THE USE OFSTAGGERED IS
RUINERE
THEINGBOND IMSARESTAGOEPEOTOCREATEARUNNINGBONDORYx
BOND.
PUBLIC WORKS CATCH BASIN INSTALLATION
SrD• PLN - 202.00
DEPARTMENT
MARCH 2008
1> I aENRNR.TP.
A 9: A W.Almm
LLi MFAIgaTIBMPAVBIFNf.IFOMPIge
aAm FeawpwT
q EUIIVA3ENf
r`
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tt.
t.AiA •react
sew.
mMAIENr WanPa mlras.T wE
r AIF.JJWFUSEI1Rxry
AIL erwvE
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GTa BASMIPFA aYX
aemox a
raTGAa
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Wmasmm w avoarogaAwaxavAIF
PLKE0.FIl10'JFArBW IMYePACF AT m' eaDa J
acx xxDa•mn aeGnoxw
wEam
NOTE: Mm. PIPE SIZE SLG
PIPE NATERIALS ALLOWED: PJC, LINED CPE, TNPLE WAIL
POLYETHYLENE, DI OF NEEDED FOR STRENGTH}
PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN STD. PLN - 22510
DEPARTMENT COLLECTION SYSTEM
CROSS SECTION MARCH 2O0B
N 2 REVISED PER C17Y OF RENTON COMMENTS, DATED 06/16/2014
1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/12/2014
NO. REVISION
c
TOP NOTESThistrema IstleMgrwtlm eoxmm.dem Zg' N 24'gralea w
aArem
z Pnaide two odes in One frame Inst an vagaW.Mr dl w4h1
518'-11 NC x 2'albn haetl rap saew.r
Laatlanofbdtdovmhdgvvbaemargdiff nt
menafamlgs.
3. Refmlp Standard Spedfiratlon 945.15(2) fweddlgdnal
aautanenm.
Szonom Q
REc®.'FD ALLFH
xFADW0.KEW
ae•. tt NCa¢
wrtl
SECTION
DETAIL Q EOLT411ON+TAILDE
a PUBLIC WORKS RECTANGULAR FRAME
97D. PIAN -20440DEPARTMENT
MARCH 2008
4
VTOP
Eolr-Dowx alar DETAu
8Ff rD1E1
NOTES
I . Provide Ava slam N tlw t raw that art vergmly wigned
warn B+e roles N gE frame. t.oamn arolawwl mob
vdbe snare tl8fxmt mNmmraeae.
IBOYETRIC 2 RetWtOSmtmvdSped&aion945.15(2)batl3eaW
n.mmnWW.
a UNeaednegme WedBad, valved gams sflalroassd wln ate+Idrd tram.
In Ina travel way, gutla m all.Wtlar. vena tl f istea Aral red Ee bobd
wi1Nn apWrpem. the vawd Oalesalar0 ndletl axme.
PUBLIC WORKS RECTANGULAR -
PLN - 2114•20
DEPARTMENT VANED GRATE
MARCH 2008N _
SURFACE WATER STANDARD PLAN NOTES
SOURCE: CITY OF RENON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
WATER UTILITY.PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
RENTON PLAN REV/EW SECTION AND THE APPLICANT. OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TRENCH BOTTOM THE TDP FOUNDATIONMATERIAL AS
RMC), THE RENTON MUNICIPAL CODETHE LATEST EDITION OF THE WELL AS PLACEMENN T AND COMPACTION OF REQUIRED BEDDING
STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL MATERIAL UNIFORM GRADE 50 THAT THE ENTIRE LENGTH
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC THE PIPE WILL FOLBESUPPORTEDONAUNIFORMLYDENSE, UNYIELDING
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C , WITH THE
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE EXCEPTION OF PVC PIPE.
RESPONSIBILITY OF THE APPLICANTAND THE PROFESSIONAL CIVIL
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALTENGINEERTOCORRECTANYERROR, OMISSION OR VARIATION FROM
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CIT'. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER STRUCTURES ASSOCIATED WITH A PERMANENT
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER 18, BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY SETBACKS LINES.
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
APPROVAL FROM THE CIN OF RENTON PUBLIC WORKS DEPARTMENT, PAVEMENT LEVEL.
SURFACE WATER UTILITY SECTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CIN OF RENTON
S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE
WHENEVER CONSTRUCTION IS IN PROGRESS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
6. GRADING ACTIVITIES (SITEAL7ERA7TON) ARE LIMITED 70 THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
HOURS OF7A.M.TO7 P.M. MONDAY THROUGH SATURDAYAND NO ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
WITH A WRITTEN DECISION BY THE CITY OF RENTON. MEET THE FOLLOWING SPECIFICATIONS:
Z IT SHALL BE THE APPLICANT'S/CONTRACTORS RESPONSIBILRT' TO 4 - 8INCH ROCK/ 40 - 70% PASSING,
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE 2 - 4 INCH ROCK/ 30 - 40% PASSING; AND
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW LESS THAN 2INCH ROCK/ 10 - 20% PASSING.
AND APPROVAL PRIOR TO CONSTRUCTION. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
UNLESS AN APPROVED SET OF PLANS THAT A AN ACCURATELY DIMENSIONED CE - MEET ALL SUBMITTED AS BUILT DRAWING OFREQUIREMENTS
ARB
SO
SUBMITTED O 4 E THE SURFACE WATER DESIGN THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
MANUAL ARE SUBMITTED TO THE CITY OF RENTON. COMPLETION.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
NOTED ON THE PLANS. INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF FOLLOWING:
STORMWATER FACfL717ES MUST BE SUBMITTED TO THE CITY FOR A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
REVIEW AND APPROVAL. ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY 70
PROCTOR. RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS APPROVED OUTFALL LOCATION.
SPECIFICALLY APPROVED BY THE CIN OF RENTON AND NOTED ON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN''.
ACCORDANCE WITH THE CIN OF RENTON TRENCH RESTORATION THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE,
STANDARDS. AND BE SECURED TO THE STAKE.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE
PASSED. DETECTION.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE
MlavnTrn. salE
BEYLER CONSULT. XA'm +a
20• al,w Nm Ig,S/mm s , CITY OF
BML 08/13/14 BML
BML 06/22/14 wuWB 3Ap RENTON
ME'1°r DATUMBML06/27/14 aEa BML M",I, Planning/Building/Public Works Dept. F Mm SIE NOI
BY DATE APPR yPpmm s`A'E "01bpgLT
LCB
SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
LOTS.
E. THE APPLICANT CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE LOCATIONS OF ALL SNBOUT CONVEYANCE
LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,
TELEPHONE TELEVISION).
F. ALL INDIVIDUAL OUTS SHALL BE PRIVATELY OWNED AND
THE LMAINTAINEDBYTHELOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED
TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
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 CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CIN OF RENTON DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED
DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SMALL REQUIRE ATRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
RMC 4-3-050).
R-314605
2..........................................................
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33yL
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APPROVED BY: DATE:
1IPE.OHOFFION 1
DATE:
APPROVED BY: DATE:
SECTION C)
MELROSE SHORT PLAT
Eolr-Dowx alar DETAu
8Ff rD1E1
NOTES
I . Provide Ava slam N tlw t raw that art vergmly wigned
warn B+e roles N gE frame. t.oamn arolawwl mob
vdbe snare tl8fxmt mNmmraeae.
IBOYETRIC 2 RetWtOSmtmvdSped&aion945.15(2)batl3eaW
n.mmnWW.
a UNeaednegme WedBad, valved gams sflalroassd wln ate+Idrd tram.
In Ina travel way, gutla m all.Wtlar. vena tl f istea Aral red Ee bobd
wi1Nn apWrpem. the vawd Oalesalar0 ndletl axme.
PUBLIC WORKS RECTANGULAR -
PLN - 2114•20
DEPARTMENT VANED GRATE
MARCH 2008N _
SURFACE WATER STANDARD PLAN NOTES
SOURCE: CITY OF RENON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
WATER UTILITY.PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
RENTON PLAN REV/EW SECTION AND THE APPLICANT. OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TRENCH BOTTOM THE TDP FOUNDATIONMATERIAL AS
RMC), THE RENTON MUNICIPAL CODETHE LATEST EDITION OF THE WELL AS PLACEMENN T AND COMPACTION OF REQUIRED BEDDING
STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL MATERIAL UNIFORM GRADE 50 THAT THE ENTIRE LENGTH
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC THE PIPE WILL F OLBESUPPORTEDONAUNIFORMLYDENSE, UNYIELDING
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C , WITH THE
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE EXCEPTION OF PVC PIPE.
RESPONSIBILITY OF THE APPLICANTAND THE PROFESSIONAL CIVIL
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALTENGINEERTOCORRECTANYERROR, OMISSION OR VARIATION FROM
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CIT'. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER STRUCTURES ASSOCIATED WITH A PERMANENT
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER 18, BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY SETBACKS LINES.
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
APPROVAL FROM THE CIN OF RENTON PUBLIC WORKS DEPARTMENT, PAVEMENT LEVEL.
SURFACE WATER UTILITY SECTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CIN OF RENTON
S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE
WHENEVER CONSTRUCTION IS IN PROGRESS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
6. GRADING ACTIVITIES (SITEAL7ERA7TON) ARE LIMITED 70 THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
HOURS OF7A.M.TO7 P.M. MONDAY THROUGH SATURDAYAND NO ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
WITH A WRITTEN DECISION BY THE CITY OF RENTON. MEET THE FOLLOWING SPECIFICATIONS:
Z IT SHALL BE THE APPLICANT'S/CONTRACTORS RESPONSIBILRT' TO 4 - 8INCH ROCK/ 40 - 70% PASSING,
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE 2 - 4 INCH ROCK/ 30 - 40% PASSING; AND
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW LESS THAN 2INCH ROCK/ 10 - 20% PASSING.
AND APPROVAL PRIOR TO CONSTRUCTION. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
UNLESS AN APPROVED SET OF PLANS THAT A AN ACCURATELY DIMENSIONED CE - MEET ALL SUBMITTEDAS BUILT DRAWING OFREQUIREMENTS
ARB
SO
SUBMITTED O 4 E THE SURFACE WATER DESIGN THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
MANUAL ARE SUBMITTED TO THE CITY OF RENTON. COMPLETION.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
NOTED ON THE PLANS. INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF FOLLOWING:
STORMWATER FACfL717ES MUST BE SUBMITTED TO THE CITY FOR A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
REVIEW AND APPROVAL. ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY 70
PROCTOR. RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS APPROVED OUTFALL LOCATION.
SPECIFICALLY APPROVED BY THE CIN OF RENTON AND NOTED ON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN''.
ACCORDANCE WITH THE CIN OF RENTON TRENCH RESTORATION THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE,
STANDARDS. AND BE SECURED TO THE STAKE.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE
PASSED. DETECTION.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE
MlavnTrn. salE
BEYLER CONSULT. XA'm +a
20• al,w Nm Ig,S/mm s , CITY OF
BML 08/13/14 BML
BML 06/22/14 wuWB 3Ap RENTON
ME'1°r DATUMBML06/27/14 aEa BML M",I, Planning/Building/Public Works Dept. F Mm SIE NOI
BY DATE APPR yPpmm s`A'E "01bpgLT
LCB
SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
LOTS.
E. THE APPLICANT CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE LOCATIONS OF ALL SNBOUT CONVEYANCE
LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,
TELEPHONE TELEVISION).
F. ALL INDIVIDUAL OUTS SHALL BE PRIVATELY OWNED AND
THE LMAINTAINEDBYTHE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED
TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
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 CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CIN OF RENTON DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED
DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SMALL REQUIRE ATRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
RMC 4-3-050).
R-314605
CITYOF RENTON
APPROVED BY: =:e_ /nom DATE:p' '
APPROVED BY: DATE:
APPROVED BY: DATE:
APPROVED BY: DATE:
MELROSE SHORT PLAT
D.e
5/6/2014
CONSTRUCTION PLANS fF1da"C"NA
U14002532 AWNp
NOTES & DETAILS
z
U
W
o
a
j GENERAL NOTES
THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4"
BELOW HARD SURFACES PLUS/MINUS .1 FOOT.
Cr) ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FROM
I ALL STRUCTURES.
IZ
ALL STONES LARGER THAN 1.5" DIAMETER SHALL BE REMOVED
FROM THE GROWING MEDIUM.
TOPSOIL SHALL BE PLACED ATA MINIMUM DEPTH OF 8" IN ALL
LAWN AND BED AREAS.
TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO
ELIMINATE SOIL INTERFACE PROBLEMS.
ALL BED AREAS TO RECEIVE 2" OF FINE GROUND FIR OR
HEMLOCK BARK, COMPOSITION MULCHES ARE NOT AN
ACCEPTABLE ALTERNATIVE.
TREES AND SHRUBS ARE TO BE PLANTED AT A DEPTH 3/4"
HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE
NURSERY.
BARK MULCH IS NOT TO BE PLACED ABOVE THE ROOT CROWN
ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM
STANDARD ESTABLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN.
W p
LAWN AREAS ARE TO BE HYDROSEEDED. REMOVE ALL STONE
LARGER THAN 1"FROM LAWN AREAS.
SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT
AVAILABILITY IS A PROBLEM, CONTACT THE LANDSCAPE
ARCHITECT FOR SOURCES OR ACCEPTABLE ALTERNATIVES.
IF THE SITE WORK IS DIFFERENT THAN SHOWN ON THE
LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS ARE
DISCOVERED, REQUIRING CHANGES TO THE LANDSCAPE PLA
CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION.
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING THE LANDSCAPE DURING INSTALLATION, UNT]
FINAL ACCEPTANCE BY THE OWNER S REPRESENTATIVE.
THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL MATER
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE
OF FINAL ACCEPTANCE.
DURING THE WARRANTY PERIOD, THE LANDSCAPE CONTRAC
WILL NOT BE RESPONSIBLE FOR PLANT DEATH CAUSED BY
UNUSUAL CLIMATIC CONDITIONS, VANDALISM, THEFT, FIRE,
POOR MAINTENANCE PRACTICES. THE LANDSCAPE ARCHITEC
SHALL HAVE SOLE AUTHORITY TO DETERMINE THE CAUSE Of
DEATH.
PLANT COUNTS PROVIDED ARE ESTIMATES ONLY, CONTRACT
IS RESPONSIBLE FOR CALCULA77NG ALL FINAL AREA AND
COUNTS.
IRRIGATION ASSESSMENT
SUPPLEMENTAL HAND WATERING MAY BE NECESSARY FOR Th
FIRST GROWING SEASON TO ESTABLISH PLANTINGS, BUT
SHOULD NOT BE NECESSARY IN SUBSEQUENT YEARS.
A PORTION OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M.
VALLEY S W
MEDICALCENTER
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KL
RENTONoxnxY: KL
1 ORE .xx DATUM
OMEaKL•*' Planning/Building/Public Works Dept. 6N pE PCM
BY " 0fl1 y
LCB
STATE OF
WASHINGTON
LICENSED
LANE AL2CHITECT
YSTAL LOWE
LICENCE NO. 1206
EXPIRES ON FEB 27 2015
CITY OF /RJ ENTON
APPROVED BY: 1G LE. CL ICJ4K
APPROVED
APPROVED
APPROVED
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
LANDSCAPE PLAN
DATE:
DATE:
DATE:
am
6/24/14
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KL
RENTONoxnxY: KL
1 ORE .xx DATUM
OMEaKL•*' Planning/Building/Public Works Dept. 6N pE PCM
BY " 0fl1 y
LCB
STATE OF
WASHINGTON
LICENSED
LANE AL2CHITECT
YSTAL LOWE
LICENCE NO. 1206
EXPIRES ON FEB 27 2015
CITY OF /RJ ENTON
APPROVED BY: 1G LE. CL ICJ4K
APPROVED
APPROVED
APPROVED
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
LANDSCAPE PLAN
DATE:
DATE:
DATE:
am
6/24/14
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L1
EXISTING TREE TO BE REMOVED:
TREE RETENTION
CONDIAON
H
I— TREE ASSESSMENT
I LEGEND
OF DANGEROUS TREES 26
COTTONWOOD: CW
ALDER: A
I FIR: FIR
WITH SHORT PIAT
4,000 SF HYDROSEED LAWN
a- EXISTING TREE:Apa -
PROPDRIVE/WALK
EXISTING TREE TO BE REMOVED:
NUMBER OF PROPOSED TREES TO
BE RETAINED: 0
REQUIRED NUMBER OF REPLACEMENT
INCHES: 12 INCHES
PROPOSED SIZE OF REPLACEMENT
TREES: 2" CALIPEF
NUMBER OF REQUIRED REPLACEMENT
TREES: 6 TREES
NUMBER OF REPLACEMENT TREES
PROVIDED: 7 TREES
REPLACEMENT TREES
TREES
A PORTION OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M.
1.5 D
REMOVE UNTREATED BURLAP
FROM TIP 1/3 OF ROOTBALL.
REMOVE TREATED BURLAP
Rootball OR WIRE BASKETS
INSTALL 1" ABOVE Diamelx
COMPLETELY.
t"D"I CONTAINER PLANTS -SCORE
CONTAINER DEPTH ROOTBALLS IN 3 PLACES
PLACE 2" LAYER OF
TO 1/2" DEPTH.
B
SPECIFIED MULCH 0 TOP DRESSING
OVER PLANTING BED. FERTILIZER. SEE SPECIFICATION.
SAUCER WATER
I" CHAINLOCK TREE TIE
3) 2" BVC ROUND STARS SET
OUTSIDE ROOTBALL
REMOVE AFTER ONE YEAR.)
BARK MULCH 2" DEPTH
KEEP CLEAR OF TRUNK BASE
SM. BERM/WATER BASIN
OOOOO OOO p... • ,
i!i!i!i!i!i!i0! r
4mw.— COMPACTED NATIVE SOIL
2X ROOT BALL WIDTH 1ROOTBALLWIDTH 11
NOTE: DRIVE STAKES UNTIL FIRM IN GROUND TO SUPPORT TREE.
TREE STAKING
JSCALE: NIS
I
1
I
I SYMBOL OTY BOTANICAL / COMMON NAME SIZE CONDITION
3 Pyrus colleryona 'Capital' / CAPITAL PEAR 2" CAL. B&B, 30' O.C.
BRANCHED ® 6' HT.
4 Malus Tschonoskii / TSCHONOSKII CRAB APPLE 2" CAL. B&B, SPACING
AS SHOWN
LANDSCAPE PLANTING SCHEDULE
SHRUBS
SYMBOL QTY
TOTAL TREES OVER 6" DIA: 28
CONDIAON
H DEDUCTIONS AS A RESULT
Cornus sericea 'Kelseyi' / KELSEY'S DWARF RED -OSIER DOGWOOD
a J OF DANGEROUS TREES 26
15 Mahonia aquifolium / OREGON GRAPE 2 GAL. MIN. CON. GRWN, 3' O.C.
z
Ribes songuineum 'White Icicle' / WHITE ICICLE FLOWERING CURRANT
BALANCE OF TREES: 2
0
WITH SHORT PIAT
4,000 SF HYDROSEED LAWN
12 PROPOSEDJGRA"HICSCAL
THE MAIORITY OF THE ON-SITE TREES 6" IN DIAMETER AND
PROPDRIVE/WALK
0 GREATER ARE RED ALDER AND BLACK COTTONWOOD. THESE b
F SPECIES ARE CONSIDERED DANGER TREES DUE TO TYPICAL
ASPHALTDRIVE
C/) CROWN FAILURE AND WEAK WOOD THAT IS PRONE TO BREAKAGE
40 0 10 20 40
AS ALSO STATED IS RMC 4-4-13OH7d.
N
W BACKFILL WITH EXISTING—
LOT2
SOIL. IF UNSUITABLE
IN FEET )
0 TREE RETENTION CALCULATIONS SOIL IS FOUND, CONTACT o
LANDSCAPE ARCHITECT.
Of NUMBER OF TREES TO BE
PROPOSED
J RETAINED: 1 TREE FINISH GRADE
SINGLE FAMILY
W 2 X.3 .6 ROUND UP) 71ATa
RESIDENCE
NUMBER OF PROPOSED TREES TO
BE RETAINED: 0
REQUIRED NUMBER OF REPLACEMENT
INCHES: 12 INCHES
PROPOSED SIZE OF REPLACEMENT
TREES: 2" CALIPEF
NUMBER OF REQUIRED REPLACEMENT
TREES: 6 TREES
NUMBER OF REPLACEMENT TREES
PROVIDED: 7 TREES
REPLACEMENT TREES
TREES
A PORTION OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M.
1.5 D
REMOVE UNTREATED BURLAP
FROM TIP 1/3 OF ROOTBALL.
REMOVE TREATED BURLAP
Rootball OR WIRE BASKETS
INSTALL 1" ABOVE Diamelx
COMPLETELY.
t"D"I CONTAINER PLANTS -SCORE
CONTAINER DEPTH ROOTBALLS IN 3 PLACES
PLACE 2" LAYER OF
TO 1/2" DEPTH.
B
SPECIFIED MULCH 0 TOP DRESSING
OVER PLANTING BED. FERTILIZER. SEE SPECIFICATION.
SAUCER WATER
I" CHAINLOCK TREE TIE
3) 2" BVC ROUND STARS SET
OUTSIDE ROOTBALL
REMOVE AFTER ONE YEAR.)
BARK MULCH 2" DEPTH
KEEP CLEAR OF TRUNK BASE
SM. BERM/WATER BASIN
OOOOO OOO p... • ,
i!i!i!i!i!i!i0! r
4mw.— COMPACTED NATIVE SOIL
2X ROOT BALL WIDTH 1ROOTBALLWIDTH 11
NOTE: DRIVE STAKES UNTIL FIRM IN GROUND TO SUPPORT TREE.
TREE STAKING
JSCALE: NIS
I
1
I
I SYMBOL OTY BOTANICAL / COMMON NAME SIZE CONDITION
3 Pyrus colleryona 'Capital' / CAPITAL PEAR 2" CAL. B&B, 30' O.C.
BRANCHED ® 6' HT.
4 Malus Tschonoskii / TSCHONOSKII CRAB APPLE 2" CAL. B&B, SPACING
AS SHOWN
LANDSCAPE PLANTING SCHEDULE
SHRUBS
SYMBOL QTY BOTANICAL / COMMON NAME SIZE CONDIAON
O 12 Cornus sericea 'Kelseyi' / KELSEY'S DWARF RED -OSIER DOGWOOD 2 GAL. MIN. CON. GRWN, 3' O.C.
0 15 Mahonia aquifolium / OREGON GRAPE 2 GAL. MIN. CON. GRWN, 3' O.C.
6 Ribes songuineum 'White Icicle' / WHITE ICICLE FLOWERING CURRANT 5 GAL. MIN. CON. GRWN, 5' O.C.
CROUNDCOVER/PERENNIALS
SYMBOL QTY BOTANICAL/ COMMON NAME SIZE CONDITION
50 Fragaria chdoensis / COASTAL STRAWBERRY 4" POTS CON. GRWN, 24" O.C.
65 Gaultherin shallon / SALAL 4" POTS CON. GRWN, 24" O.C.
TO BE RECORDED ROCK RETAINING WALL
WITH SHORT PIAT
4,000 SF HYDROSEED LAWN
12 PROPOSEDJGRA"HICSCAL
E
ALL PLANTS SHALL BE NATIVE AND DROUGHT -RESISTANT SPECIES.
EX DETACHEDGARAGE
SEWER CLEANOUTAND °
STUB (TYP) °
1•A -
1 11-A
BACKFILLPLANTING', ; :—1a—S}FINISH GRADE OF SOIL.
PIT NTH SPECIFIED = :::..... ; ::»...... { _- --I
MIX OF NATIVE AND -'—_ jj:; .;,;i::•:: :?..,:`:::: PLANT TABS. QUANTITY
IMPORTED SOIL >.''`''—_= ACCORDING TO MANUFACTURER'S
MOUND CENTER — 1-1 —111-0.5 D =111_11 SPECIFICATIONS.
OF PLANTING PIT lil-1111111i,l lfli Ili
COMPACT TO SUBGRADE
DENSITY.
NOTE:
DETAIL APPLIES TO TREES, SHRUBS AND GROUNDCOVER PLANTINGS.
21 SHRUB PLANTING
JSCALE. NTS
N89°54'33"E
CURnS TAMO
1.3 1.11 AYE SE
332305-9123
GRO
SCALE. NIS
INSTALL GROUNDCOVERS
AS SPECIFIED
2D
M
INSTALL FERTILIZERS PER
MANUFACTURERSRECOMMENDATIONS
TOP DRESSING FER
AS SPECIFIED
TYPICAL FINISHED
W/ 2" LAYER SPEC
MULCH. VERIFY SAL
1I-111-1 ISI 11-11
SCORE ROOTBALL LPLANTING FERTILIZER
3 PLACES TO 1/2” DEPTH AROUND ROOTBALL
INSTALL 1" ABOVE BACKFILL W/
y 78,03
LL+
UNDCOVER
LL LL
10 ACCESS
W W
UTILITY EASEMENT PROPOSED O.S - 4 HIGH
TO BE RECORDED ROCK RETAINING WALL
WITH SHORT PIAT
12 PROPOSEDJGRA"HICSCAL PROPDRIVE/WALK
ASPHALTDRIVE
FIV
40 0 10 20 40
I;
I
N
LOT2
IN FEET )
i 1"=20'
v PROPOSED
av SINGLE FAMILY
RESIDENCE
W Cwy
12 ° 4mvj PROPOSED CONIC
DRIVE/WALK
N89°54'33"E
CURnS TAMO
1.3 1.11 AYE SE
332305-9123
GRO
SCALE. NIS
INSTALL GROUNDCOVERS
AS SPECIFIED
2D
M
INSTALL FERTILIZERS PER
MANUFACTURERSRECOMMENDATIONS
TOP DRESSING FER
AS SPECIFIED
TYPICAL FINISHED
W/ 2" LAYER SPEC
MULCH. VERIFY SAL
1I-111-1 ISI 11-11
SCORE ROOTBALL LPLANTING FERTILIZER
3 PLACES TO 1/2” DEPTH AROUND ROOTBALL
INSTALL 1" ABOVE BACKFILL W/
CONTAINER DEPTH APPROVED TOPSOIL
UNDCOVER PLANTING
78,03w13
CI
I l / tO T
1
PROPOSED
SINGLE FAMILY
RESIDENCE
ly W
CW
I ry
I v u i 41r
PROPOSED 9 GRAVEL
ACCESS DRIVE
10 ACCESS
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